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Plans (3) BU P2018 -00186 1 bassettil T I GAR D H 1 G H S C H 0 0 L DECEIVED architects JUN X 8 2018 CITY OF TIGA D BUILDING DIVISION 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE M 0 I:) E R N I Z1 AT I 0 NI Cardno 6720 5W Macadam Ave Suite 200. (n Portland, OR 97219 T(503)-419-2500 rn 0STRUCTURAL ENGINEER Q Catena Engineers 'r 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 DEMOLITION PERMIT . T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. INTERIOR ONLY Portland, OR 97202 T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 z 0 F- —J0 2 W _ CI - z = 0 0 Co D CC . __..._. 0 __________ 11._, . _ ___________,,, o oo -.1.... .iiiitmil. ,_ ----, o --. �__ 00 iio �.. -`—� T It --_ - _ _ "-�- ® l,i r.� SII -- � CV _.._ i _ t .---________________„___________________ 1# _ H-- .., TCAfl _______ , _ ________ OH ' li x , 11 `,31. . '__. __ , --= .rix. �,� ■III i ' �-� � � ��_ �.�`�,� -,-, - - 1 -------------r-----r- H • • • EIII l — l 171 II _ `_ _ cc -- -- 1 __L._ _ REVISIONS DATE - LLI I � r r ,� T. i - _. 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TIGARD,OR. 97224 SITE COPY Z JOB NO: 16992.00 ISSUE DATE: MARCH 28 ,2018 Approved plans Jurisdiction Stamp Area hail be on job site. • C `t'Y OP TIGARD W C9VjD R " FOR CODE COMPLL&NCE Approved: C� LORNE tfc ONAC 7.'fir:, ©TG ease 9 1 a Permit a fir'/Pyr)Or f)Q 27-CQ , 2 Address: annn �SwCl , r Suite#: 1 ` 'SEA �, vA �Q By: .... i .Dates w o ,21$ 0' COVER SHEET Z N O IO CN M O n OD o 13 G0 . 00 N CV ILIN Cr) ABBREVIATIONS VICINITY MAP SHEET INDEX bassetti COVER&CODE SHEETS architects LIST OF ARCHITECTURAL ABBREVIATIONS G0.00 COVER SHEET SW SETTLER ST G0.01 PROJECT INFORMATION ACC AMBULATORY ACCESSIBLE TOILET COMPARTMENT MAX MAXIMUM / f / ACP ACOUSTICAL CEILING PANEL MDF MEDIUM DENSITY FIBERBOARD J 721 NW 9TH Ave Suite 350 ACT ACOUSTICAL CEILING TILE MDO MEDIUM DENSITY OVERLAY 7COVER&CODE SHEETS AFF ABOVE FINISH FLOOR MFR MANUFACTURER q G1.10 ARCHITECTURAL SITE PLAN Portland, Oregon 97209 ALUM ALUMINUM MIR MIRROR 0 J o .7 T (206) 340 9500 F (206) 340 9519 APPROX APPROXIMATE MISC MISCELLANEOUS 70 m AVE AVENUE MMA METHYL METHACRYLATE w o ; cc0 AVG AVERAGE MO MASONRY OPENING < o s* = Z �; AWP ACOUSTICAL STRETCHED FABRIC WALL PANEL MET METAL �� u3 BCT BABY CHANGING TABLE SURFACE MOUNTED NA NOT APPLICABLE CO 'y ¢ vii • CIVIL ENGINEER & LANDSCAPE BLDG BUILDING NIC NOT IN CONTRACT \ 9GF \ PROJECT SITE •• Cardno BOT BOTTOM NR NON RATED .) r--- • C AMERICAN STANDARD CHANNEL NTS NOT TO SCALE ; 6720 SW Macadam Ave Suite 200, ci / CPT CARPET OC ON CENTER :Partfand, OR 97219 CG CORNER GUARD OD OUTSIDE DIAMETER • T(503)-419-2500 CJ CONTROL JOINT OPNG OPENING 7 Q� CL CENTER LINE OPP OPPOSITE / SW DURHAM RD ��-� ; STRUCTURAL ENGINEER CMU CONCRETE MASONRY UNIT OZ OUNCE Catena Engineers COL COLUMN P PAINT w f ♦ ri- j 4<5 .., 1500 NE Irving St., Suite 412 CONC CONCRETE PERP PERPENDICULAR > I ¢ p0 Portland, OR 97232 CT CERAMIC TILE PL PLATE o i- �� 0• T(503)-467-4980 DEPT DEPARTMENT PLAM PLASTIC LAMINATE z ' QQ DF DRINKING FOUNTAIN PLYWD PLYWOOD rn I �J • ;� MECHANICAL ELECTRICAL & DIA DIAMETER PNL PANEL c) r I . co `%' • PLUMBING ENGINEER DIM DIMENSION PTD PAPER TOWEL DISPENSER WI WAST RECEPTACLE DIM PT DIMENSION POINT PSF POUNDS PER SQUARE FOOT J \\ Glumac • DN DOWN PSI POUNDS PER SQUARE INCH DR DOOR RAF RESILIENT ATHLETIC FLOORING SW WAVERLY DR 900 SW Fifth Ave., Suite 1600 DW DISHWASHER RCP REFLECTED CEILING PLAN DEMOLITION SHEETS Portland, OR 97204 T(503)-227-5280 DWG DRAWING REBAR REINFORCING BAR Cr AD1 10 DEMO PLAN LOWER LEVEL EA EACH RM ROOM >- AD1 20 DEMO PLAN MAIN LEVEL cr FOOD SERVICE CONSULTANT EL ELEVATION RO ROUGH OPENING Li AD1.30 DEMO PLAN -ROOF Webb Foodservice Design ELEC ELEC ROW RIGHT OF WAY L g AD2.11 DEMO PLAN ENLARGED NORTH ELEV ELEVATOR SCHED SCHEDULE c 3700 SE Lafayette Ct. EM ENTRANCE MAT SD SOAP DISPENSER z //I .,,,,,---.<,./ AD2.12 DEMO PLAN ENLARGED SE Portland. OR 97202 EQUIP EQUIPMENT SF SQUARE FEETel'QO AD2.13 DEMO PLANS ENLARGED SW T(503)-236-8566 EXIST EXISTING SHTG SHEATHING N AD3.01 DEMO ELEVATIONS EXT EXTERIOR SIM SIMILAR a ��CJ AD4.01 DEMOLITION WALL SECTIONS ACOUSTIC & AV CONSULTANT FA FIRE ALARM SN SANITARY NAPKIN a. ci FD FLOOR DRAIN SPEC SPECIFICATIONS -cbI :14) The Greenbusch Group FE FIRE EXTINGUISHER SST STAINLESS STEEL co1900 W. Nickerson St., Suite 201 FEC FIRE EXTINGUISHER CABINET STC SOUND TRANSMISSION CLASS STRUCTURAL SHEETS Seattle, WA 98119 FIO FURNISHED AND INSTALLED BY OWNER STD STANDARD 50.01 GENERAL STRUCTURAL NOTES T 206-378-0569 FOF FACE OF FINISH SUSP SUSPENDED S0.02 GENERAL STRUCTURAL NOTES(CONT.) FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR T&G TONGUE AND GROOVE S0.03 SYMBOLS&ABBREVIATIONS COST CONSULTANT FOM FACE OF MASONRY TLT TOILET S0.04 SPEICAL INSPECTION REQUIREMENTS FOS FACE OF STUDS TOC TOP OF CURB I TOP OF CONCRETE Construction Focus S0.05 SPEICAL INSPECTION REQUIREMENTS(CONT.) FRWC FIBER REINFORCED WALL COVERING TPD TOILET PAPER DISPENSER 740 Almaden St. FSP FIXED SOUND ABSORPTIVE PANELS TSCD TOILET SEAT COVER DISPENSER SD5.01 DEMOLITION DETAILS Eugene, OR 97402 FTG FOOTING TWS TACKABLE WALL SURFACE T 541-686-2031 GA GAUGE TYP TYPICAL MECHANICAL SHEETS GC GENERAL CONTRACTOR UL UNDERWRITERS LABORATORIES GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE M0.00 MECHANICAL LEGEND AND ABBREVIATIONS GYP GYPSUM UR URINAL MD1.10 DEMO PLAN-HVAC UNDERGROUND O HDVVD HARDWOOD VERT VERTICAL MD1.11 DEMO PLAN-MECHANICAL LOWER LEVEL HM HOLLOW METAL VOL VOLUME MD1.12 DEMO PLAN-MECHANICAL MAIN LEVELH HORIZ HORIZONTAL WAC WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT MD1.13 DEMO PLAN-MECHANICAL UPPER LEVEL .� ID INSIDE DIAMETER W/O WITHOUT MD1.14 DEMO PLAN-MECHANICAL ROOF -J IN INCHES WAF WOOD ATHLETIC FLOORING MD1.16 MECHANICAL AUDITORIUM PLAN 0 INT INTERIOR WC-MB WALL COVERING MARKERBOARD JT JOINT WD WOOD L LENGTH/ANGLE (AS STRUCTURAL SHAPE) WDW WINDOW PLUMBING SHEETS LB POUND WT WEIGHT LF LINEAR FOOT P0,00 PLUMBING LEGEND AND ABBREVIATIONS LLI LINO LINOLEUM PD1.10 DEMO PLAN-PLUMBING UNDERGROUND Q LSD LIQUID SOAP DISPENSER PD1.11 DEMO PLAN-PLUMBING LOWER LEVEL R LWD LINEAL WOOD CEILING PD1.12 DEMO PLAN-PLUMBING MAIN LEVEL U PD1.14 DEMO PLAN-PLUMBING ROOF Z ELECTRICAL SHEETS Q E0.00 ELECTRICAL LEGEND AND ABBREVIATEIONS ..._1 E0.02 BASIS OF DESIGN AND NOTES --- E0.01 ELECTRICAL DRAWING LIST D ED.12 DEMO PLAN - ELECTRICAL MAIN LEVEL co GRAPHIC SYMBOLS PROJECT DATA GENERAL NOTES J PROJECT ADDRESS: TIGARD HIGH SCHOOL J 9000 SW DURHAM RD 1. VERIFY AND COORDINATE SITE CONDITIONS. EXISTING BUILDING CONDITIONS AND DIMENSIONS. D BUILDING ELEVATION ROOM NAME TIGARD. OR 97224 BRING INCONSISTENCIES TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK. ROOM NAME �� Elevation ID OWNER TIGARD-TUALATIN SCHOOL DISTRICT 2. IMMEDIATELY BRING INCONSISTENCIES. ERRORS AND OMISSIONS FOUND IN THE DRAWINGS ANDCC / 1 c i 1219 6960 S.W. SANDBURG ST SPECIFICATIONS TO ATTENTION OF ARCHITECT_ A101 ‘-- Room Number TIGARD, OR 97223 O Sheet Number CONTACT: CATHY KRAUS(503)913 3777 3. DO NOT SCALE DRAWINGS COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS NOTIFY ARCHITECT OF DISCREPANCIES. ARCHITECT OF RECORD BASSETTI ARCHITECTS O 721 NW 9TH AVE.,#350 4.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE AND NOMINAL FACE OF MASONRY, BUILDING SECTION SCHEDULE INDICATOR PORTLAND. OR 97209 AND CENTERLINE OF COLUMNS. UNLESS NOTED OTHERWISE. CD L -Lauver CONTACT: CAROLINE LEMAY(503)224 9162 CD iniSection ID W 1 SF-Storefront 5. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN CD W-Window TAX PARCEL NO: 2S114AA00100 NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. Q MrSheet Number FP Fiberglass Sandwich Panel SITE ARE43.2 Acres CO6. COORDINATION: COORDINATE WORK TO COMPLY WITH DRAWINGS AND SPECIFICATIONS, INCLUDING MECHANICAL. ELECTRICAL, EQUIPMENT AND OTHER CONSTRUCTION. "I- (P2) (P2) RESTORATION KEY NOTE LEGAL DESCRIPTION SECTION 11. TOWNSHIP 2 SOUTH, RANGE 1 WEST.WILLAMETTE MERIDIAN CD WALL SECTION 7. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, N Section ID MATCH LINE I ORDINANCES AND REGULATIONS. it 1 .__ 8. PROVIDE AND INSTALL SOLID BLOCKING OR BACKING FOR ALL WALL AND CEILING MOUNTED I- A4.11 ITEMS. Sheet Number Location of Adjacent Drawing 2 JURISDICTION: CITY OF TIGARD 9. PROVIDE INTERMEDIATE ROD AND SHELF SUPPORTS FOR SPANS EXCEEDING 36". t �FIRE DISTRICT: TUALATIN VALLEY FIRE & RESCUE \ REVISIONS DATE DETAIL REFERENCE SEWER DISTRICT: TIGARD SEWER 10. INSTALL OUTLETS. SWITCHES AND OTHER RECESSED ITEMS AT FIRE RATED WALLS IN W WATER DISTRICT: TIGARD WATER ACCORDANCE WITH I.B.C. Detail ID DOOR NUMBER 0- 3 CODES: CITY OF TIGARD MUNICIPAL CODE 11. INSTALL GYPSUM BOARD. OR OTHER SHEATHING OR BACKER BOARD AS SCHEDULED OR A9.04 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC)* INDICATED, ON BOTH SIDES OF WALL FRAMING UNINTERRUPTED FROM FLOOR TO UNDERSIDE OF W N Sheet Number r 2014 OREGON PLUMBING SPECIALTY CODE(ORSC) FLOOR OR ROOF DECK. UNLESS NOTED OTHERWISE. 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) N 2 N 1 N 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 12. ATTACH PIPING IN SOUND RATED WALLS WITH VIBRATION ISOLATORS. ISOLATE PIPING IN OR 1 2014 OREGON ELECTRICAL SPECIALTY CODE(OESC) CONTACT WITH CONSTRUCTION. 1 2014 OREGON FIRE CODE (OFC) A101 ICC ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 13 MOUNT ELECTRICAL WIRING DEVICES AND MECHANICAL TEMPERATURE SENSORS AT HEIGHTS 2010 OREGON SOLAR INSTALLATION SPECIALTY CODE (OSISC) PER SPECIFICATIONS. VERIFY SWITCH. OUTLET AND OTHER DEVICE HEIGHTS TO CLEAR J CASEWORK, RADIATORS AND WALL MOUNTED ITEMS, INCLUDING BACK SPLASHES. z E2S 1 E 1 RECITE NUMBER 1--/-1 . PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE 14. ISOLATE AND OFFSET OUTLETS ONE STUD SPACE MINIMUM AT SOUND RATED WALLS TO CD l_ _ J R241-2 PREVENT SOUND TRANSMISSION. �, OCCUPANCY GROUP E z S2 15. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL. TYPE OF CONSTRUCTION: PROPOSED: TYPE II-B&TYPE V-A ELECTRICAL AND OTHER EQUIPMENT WITH RELATED SUB-CONTRACTORS,AND SHOP DRAWINGS O7 EXISTING TYPE II-B&TYPE V-1 HR BUILDINGS EXISTING-TO-REMAIN APPROVED BY THE ARCHITECT. BEFORE PROCEEDING WITH THE WORK. H TIGARD TUALATIN SCHOOL DISTRICT FULLY SPRINKLERED AND FIRE ALARMS 16. VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS, CURBS. INTERIOR ELEVATION CASEWORK INDICATOR BASES. POWER. WATER AND DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS BEFORE J Elevation ID PROCEEDING WITH THE WORK. PROVIDE AND INSTALL SEISMIC BRACING& FASTENING IN O IGARD 1-11 G H 1A ACCORDANCE WITH CODE REQUIREMENTS. 17. COORDINATE EXACT LOCATION OF CONDUIT. PLUMBING AND PIPING WITH ELECTRICAL AND 1D A101 1B MECHANICAL SUBCONTRACTORS. W cF-Io L Sheet Number 1 18. EXIT DOORS: OPERABLE FROM INSIDE BUILDING WITHOUT USE OF KEY OR SPECIAL 0 CC N/IODERN IZATIOIN IC 211H' KNOWLEDGE OR EFFORT. 19. EXIT SIGN LETTERS: SIX INCHES HIGH MINUMUM. CONFORM WITH APPLICABLE CODES. O GRID LINES N NORTH ARROW 20. FINISHES: IN FINISHED INTERIOR AREAS: NO EXPOSED PIPE, CONDUITS. DUCTS, VENTS, ETC. UNLESS NOTED OTHERWISE, CONCEAL UTILITY LINES BEHIND FINISHED CONSTRUCTION UNLESS (' NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS OR APPROVED BY ARCHITECT. IF 9000 5W DURHAM RD. �, AFOREMENTIONED WORK CANNOT BE CONCEALED WITHIN FINISHED CONSTRUCTION OI THE TIGARD; OR. 97224 A45 CONTRACT DOCUMENTS THE CONTRACTOR SHALL PROVIDE& INSTALL FURRED& FINISHED j HORIZONTAL&VERTICAL CHASES TO MATCH ADJACENT FINISH TO CONCEAL WORK. COORDINATE z JOB NO: 16992.00 WITH ARCHITECT. ISSUE DATE: MARCH 28 . 2018 F 21. OFFSET AND ADJUST FRAMING TO MAKE FINISHED SURFACES FLUSH AND TRUE TO LINE. PARTITION INDICATOR EXIT SIGN Jurisdiction Stamp Area 22. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.F I c,,,,,Vd { 23. FIRE EXTINGUISHER CABINETS. EXIT SIGNS. FIRE ALARM AND FIRE PROTECTION SYSTEM , ik COMPONENTS SHALL BE LOCATED IN CONFORMANCE WITH KING COUNTY FIRE DEPARTMENT AND A31 Partition Type OTHER REGULATORY REQUIREMENTS. Cy LORV. I►fcCONAC , use 91 FLOOR BOX 24. PROVIDE AND INSTALL FIRE-RESISTIVE JOINT SYSTEMS, FIRE BLOCKS, DRAFT STOPS. AND • FIRESTOP SYSTEMS IN ACCORDANCE WITH I.B.C. SEA r E,WA "" METAL SHELVING )7( 25. FIRE PROTECTION: PROVIDE AUTOMATIC FIRE SUPPRESSION SPRINKLER SYSTEM Ct '7 $�Q THROUGHOUT. IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. W w 0 /2918 26. SPRINKLER SYSTEM TO BE APPROVED BY CITY OF TIGARD FIRE DEPARTMENT AND OTHER n REGULATORY AGENCIES PRIOR TO INSTALLATION. OBTAIN ARCHITECT'S APPROVAL OF FIRE L•L PROJECT PROTECTION DRAWINGS PRIOR TO SUBMITTAL FOR FIRE DEPARTMENT REVIEW. Z a 27. RUN FIRE PROTECTION MAIN LINES AND INSPECTOR TEST LINES OUT BEYOND BUILDING LINES. O INFORMATION DO NOT DRAIN WATER ACROSS SIDEWALK OR OTHER CONCRETE SURFACES. N n l 28 PROVIDE DESIGN BUILD FIRE PROTECTION DRAWINGS AND ENGINEERING AS REQUIRED BY I- CONSTRUCTION DOCUMENTS AND CITY OF TIGARD FIRE DEPARTMENT. u7 J co 29. COORDINATE INSTALLATION OF FIRE PROTECTION SYSTEM WITH ARCHITECTURAL, p o STRUCTURAL. MECHANICAL, PLUMBING, ELECTRICAL AND OTHER WORK TO ENSURE NO CONFLICT N AS A RESULT OF FIRE PROTECTION SYSTEM INSTALLATION. GO . O1 CD 30. CORNER GUARDS ARE SHOWN ON FINISH PLANS.A-10 SERIES. 11co 31. ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED THROUGH OREGON STATE. 0 D SW SETTLER ST " J J J(41) Q fn • A,- wrisetti/ co 'I • Z O � Q � c) \ architects o91 1fl �`�� BUS STOPS yG\ (PUBLIC TRANSPORTATION) F Tigard High School Land Use Summary ! 721 NW 9TH Ave, Suite 350 SW DURHAM RD • Parcel ID 2S114AA00100 Minimum Lot Dimensions ----- 4(--- Portland, Oregon 97209 9• ,9- T (206) 340 9500 F (206) 340 9519 Location Tigard, OR Width 150 feet ��<' Jurisdiction City of Tigard Depth None w , %# r-- j dco Area 43.2 Acres (approximate) Frontage 50 feet I ¢ ° Comprehensive Plan Designation Public Institution PI 41,9<<•% � CardnoCIVIL NGINEER & LANDSCAPE p g ( ) Minimum SetbacksCurrent Zoning Designation Low Density Residential Planning District (R4.5) Front Yard 20 feet g I 6720 SW Macadam Ave Suite 200, Use Category School, Conditional Use I Side Yard 20 feet / _ J Portland, OR 97219 PROJECT SITE T(503)-419-2500 Minimum Lot Size 7,500 SF J Rear Yard 15 feet /SWWAVERLYDR STRUCTURAL ENGINEER Maximum Lot Size None IParking/Circulation Area Setbacks 10 feet Catena Engineers Maximum Lot Coverage None Maximum Building Height 30 feet 1500 NE Irving St, Suite 412 Portland, OR 97232 rw T(503)-467-4980 cq z MECHANICAL ELECTRICAL & o° Q° PLUMBING ENGINEER 4 �Q°� N Glumac U BUS STOPS ��\°� Porta d,FOR 97204 cite 1600 CO / T(503) 227-5280 1) ..I FOOD SERVICE CONSULTANT I- LLI Webb Foodservice Design c ) HAM ROAD 3700 SE Lafayette Ct. -_-_. Portland, OR 97202 - - . 9D.03°' \ (503)-236-8566 - - ---- _ Z \ - 1- II/11-. -''' C CONSULTANT C , �� ' ACOUSTIC & AV I ,' PROPERTY BOUNDARY BUILDINGS LEGEND The Greenbusch Group /' 2N_ --_ --- -- -_--__- --- - ------- _ _ ------ ---� --- �. - ,..,, _ - W.. - Suite201 ---------- ---- - - - -- - - ------ - 900W Nickerson f - YW € EXISTING BUILDING - Seattle,WA 98119 _ _ , _ T 206 378-0569 - - - - -' FRONT SETBACK LINE - - - - - 4 - - - - I i i I1 1 � A �. y - — � `s COST CONSULTANT Lu _J- P• // NEW BUILDING I I Construction Focus III - �� • :• / 740 Almaden St. C� / ' = I 0 _- ______,.._=,_:7 ?.� • Eugene, OR 97402 SII \. ____� ._ �_ I =�. ACCESSIBLE EGRESS ••--- '-••.•' T 541-686-2031 I' _ _. '' _- NEW BUS DROP-OFF up a �-� . `. EXISTING EAST PARKING AREA u_FPv 1 CI -+I - :k-f� -',." •' ;....... �:.° MAIN ENTRY vi •war..•• / ��'N. �y,G� , •+ • �_.._ II , . r / -� �. .-.. ....,.r _..................e- ,..w...w.•.M--.. '-ar Q ad. i I �"� [ � '' � ,gyp I I �� : /� �� ••. �_ -- -- - - � I - .w-•'-' �•.0 � '•.� ,, „- _�. . - ACCESSIBLE ROUTE �� 'r � 20 MIN SETBACK r � - i G C . / .. 11 s 3 i rJ I - {, a EXISTINGFORM - • ` /3 I.: PERFORMING ARTS REFER CIVIL AND LANDSCAPING PLANS FOR . Y G C , - ' - <i BUILDING ` 1 fir' Q I G G , ADMIN 8.CLASSROOMS 2� . \ GRADING PLANS ;i - ' 2 STORIES - BUILDINGCLASSROOM •• I 1 C _C- i jSCOPE LIMITED TO PLANTING PLAN I G C C •- _ TYPE II-B l 1 STORY �:• EMERGENCY MPE -REPLACEMENT TYPE V-1-HR z I � �y LTH AUTOMATIC SPRINKLERS /-......... „...... < • GENERATOR OF EQUIPMENT AND \ COVERAGE CALCULATIONS o wwwli w • • �:, PARKING FOR CARS AND BICYCLES (25:} U C�' __ C _ ! �„ WITH AU I OMATIC •• \ STORM WATER DRAINAGE PIPING IN TUNNELS - m (i m' C G i / • c• SPRINKLERS ••' •'. PEDESTRIAN CIRCULATION � ._ I • • . NO ARCHITECTURAL 'I i -WI C C - �•�' OR STRUCK w I' �' C C I COP 1 LAND USE FILES: r- S E) Z _ • o p• C C - m'1 - C CiI a 'I LL i rr •.• 1 PDR 2017 00003 ' : I Li I NEW KITCHEN- � �: . . I�C / '% ✓ 1 = EXISTING BUILDING UNDER CUP 2017 00006 o G L • ADJ 2017-00020 C C LOADING • 0�::\ ,-:: RENOVAT *...,. ,.-- •. • :vl ' / 1 i I . DOCK - •i ADJ 2018-00003 C C _{ �, � STORY ' i ADJ 2018-00004 -: _ TYPEVN A il II C r �` �' .� WITH AUTOMATIC , .. � ' . C � _ _ir te .��•- _ __._ �..:. .!...r. • SPRINKLERS IJ COMMONS . • G NEW WEST PARKING AREA • 1 STORY �, •. i . A �.w TYPE II-B , _ >,..,.. WITH AUTOMATIC SPRINKLERS EXISTING CLASSROOM ,.• • , •••• „ , V.,;:"/"If.:;',• fi a 1 f-. BUILDING t \ r • 2 STORIES ' -,,54.w"'--�_, .-4t110.0-, I 1 , / C C I �� • -,--,:.--7-.,-,...- . °,- r TYPE-II (1-I IR)' .• �a " : � WITH AUTOMATIC . V ;� W G _ -. .`L EXISTING GIM r' /�� •• ay�'',��1- I C -' - vy /' , 1 STORY I .*7-;'1;:::;''.::,'',.:::.':▪ '-'74:::::- • � �. . r� ❑ _ i C} C i C -� �•, TYPE II-1I IR ,� . , r , C1 G G _ / s \ . WITH AUTOMATIC SPRINKLERS 7�- �, *•• jp . , ' r� f s V I C � \ / NEW . - � r • \ .� COURTYA , c E D �. I C i C ; !A � � �� p Z :i I I C • EN TO SKY, \ ,,, , \ _ - ❑ Cf C I C _ w_ r\\\ a , 1 } C C I 11 • \ I r C?, (,TEXISTING SCHOOL LOADING _ __ _ - 114 s. ('� CHO OAD .J j - }._ C C �I \\ i : \ \. • ••`` v� DOCK g _ _ f --1 � � r / -� \ �� •. ..awrr� j1 IN CO C� G I C r mo' �� M \ .... . I G� \,- \ \ ___ Ia o �_ CC a 44.74 v6 � _Cc.}- I �I �` ~ �- \ ' ., 1 I CC / ,�• - \ I i 0 G c • ' -+ EXISTING • \� \ �. C / C C 1' �� . ? / � 'BUILDlNGSCIENCE LAB ��, 0 / 'r G G , ` REVISIONS DATE C _ �� • 2 STORIES •,-,0, %,„:4.„ 1 C C _.J _ ..: TYPE V N Q C C i �/ i •• NEW AUXILIARY GYM Q�, WITH AUTOMATIC •�� 1 0 �c . 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W I X � AUTO SHOP __ , SCHooL �i�� -- ••� 1 STORY 1 ,�:• •' (NO SCOPE) UJ L 1 1 STORY �-- \, ` •. INTERIOR RENOVATIONco. `. I • _ _ MODERNIZATIOIN . `.� (DEEMED)TYPE II-B tiV �" •,• WITH AUTOMATIC SPRINKLERS ' •,•• -J 1 -- Z '+•++ . ......-, ` • - ..-------- _~ I 0 9000 SW DURHAM RD. .. \ t e® I AVIA - / \ +• J 97224 ,T / z D 0 EXISTING •`• ••,••.- ; O JOB N0: 16992.00 FOOTBALL FIELD •, •,,• } N / ..• .2‘,..-- •,.•.•.- E / ISSUE DATE: June 1 2018 I F— • i v.........: „...._mo �- ••.•• . __% �� _ - ..\ ' D' 56 Q , I O Jurisdiction Stamp Area ,ie • �,.r`w=FARE• • ��yl .D � [ • . / • lii • -�`� / �, Lam' / m , y I _. -... _ I a HIN SEATTLE, GT a CC -4o 0 / , W 3/26/2018 • • ARCHITECTURAL i SITE PLAN w I, Cn r .3 CO 1 r G1.13 o I ~ TRUE ZONING & CODE SITE PLAN N NORTH G1 . 10 W 0 20 4o s0 M/ = 4 - " - bassett/ I architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland. OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St. Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland. OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 Fl T(503)-236-8566 I.I • ACOUSTIC & AV CONSULTANT ' I, The Greenbusch Group 1900 W. Nickerson St., Suite 201 �. \ Seattle, WA 98119 T 206-378-0569 1 1 / \ \ / \ COST CONSULTANT � 1i Construction Focus DEMO(E)TUNNELS / 740 Almaden St. / \ \ Eugene, OR 97402 T 541-686-2031 7 ' . MAINTAIN CONCRETE WALL THROUGH PHASE 1 r—' \ r 0 H NOTE: NOT ALL / FOUNDATION, FOOTINGS& / r / II II MEP UNDERGROUND DEMO / 1 CI 0 I SCOPE INDICATED HERE, / 11 H 17 11j N D NI CO DEMO 1960 CTESTOR l rhe-='7- L . AND SUPPORT ` •�l"air Ar MAINTAIN (E) CONCRETE LI— AND it TUNNEL WALL. SPACES 4 - / CC ,.ISI tt!iiiiin _..../7 .e....„1, - A F - / O '�114�i AD3.01 / DEMO FENCING / o �' STOR. 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LORNE'.titcCONAC P. 1 - ease 91 — — — — — (E)WALL/ELEMENT TO BE REMOVED r— • ' , - - - - - - 2 SEA E,WA (E) SUB-SURFACE UTLITY TUNNEL f: �a ` 0 12 ♦:♦:�:♦�` (E)ENTIRE BUILDING TO BE DEMOLISHED-PHASE 1 L i r 18 w DEMO PLAN j (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 2 z CI_ p LOWER LEVEL o (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 3 H ui N J co DEMOLISH (E) FLOOR FINISH 0 0 AD1 . 10 N --(Nico 0 DEMO OVERALL - LOWER LEVEL w 1132" = 11-0" NOTE: ENTIRE HATCHED REGION TO BE DEMOLISHED INCLUDING ALL FOOTINGS, UNDERGROUND UTILITIES, AND TUNNELS. bassettil DEMOLITION LEGEND . architects (E)WALLIELEMENT TO REMAIN (E) BUILDING TO REMAIN 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 - - _ _ (E)WALL/ELEMENT TO BE REMOVED T (206) 340 9500 F (206) 340 9519 (E) SUB-SURFACE UTLITY TUNNEL 4 (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 1 CIVIL ENGINEER & LANDSCAPE 4 Cardno 6720 SW Macadam Ave Suite 200. j �� (E) ENTIRE BUILDING TO BE DEMOLISHED- PHASE 2 Portland, 9- 50019 T(503}-419-2500 I (E) ENTIRE BUILDING TO BE DEMOLISHED- PHASE 3 STRUCTURAL ENGINEER I Catena Engineers 1500 NE Irving St. Suite 412 Portland, OR 97232 DEMOLISH(E) FLOOR FINISH T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER rnac DEMO 1952 GYM SUPPORT SPACES oto WFifth Ave., Suite 1600 DEMO 1966 AUX GYM AND 1981 SUPPORT SPACES INCLUDING MEZZANINE SOUTH OF Portland, 8004 GYM DEMO 1991 COMMONS BUILDING FOOD SERVICE CONSULTANT y�z a Webb Foodservice Design �,i 4�,R AD3.01 Portland, OR 97202 3700Lafayette t D2.11 h, T(503)-236-8566 ACOUSTIC & AV CONSULTANT up ,- -- — PRACT.ROOM 1900 W.rNicker on St.. Suitenbusch it201 t "'-`■"`:. +.+.• AD3.01 PRACT.ROOM i - --- — ±� 1�. t Seattle,WA 98119 \\ F �j T 206-378-0569 G . s ,•'" .6• l•�` E °•�♦.•. . RACT.ROOM ' OFFICE I CCM. f ♦ i.. __. _: _-_ = ta*�t .V�•��•�♦�•��•�,`,•,••♦♦♦`♦1L:��+;��. ,,,.. _ L r ConstruCOST ction Focs CONSULTANT •♦•• ' IT /' ,0 740 Almaden St �`TAf I 'L SHOWER A� �: ' �, 'i��f `�� a�� — .. • BAND �— OFF. Eugene, OR 97402 �� ►�* <► +��',14IN�/��ii� �� . SRO -cri :. . t uRSE T 541-686-2031 . „ vii.�.-) AD OFFICE •irci 4, *., .,-4'1 4�'AD3.01/�� "1��1�� ._ , �� _� I'�1��♦ '►� i E � �� STU, -_.. BAND OFFICE /i/i��rW� - �� '�� i►��f/�� ' �� 1�` aCJ~S . 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Es r COMPUTER LAB r"' WORK RMCO �� • —TOILET LIFE SKILLS T ROBOT 'S MEZZ y- �� H I _ CAFETERIA O �, i COMPUTER LAB' CIRCULATION ,40101.,r '' ENGLISH -I it L niI11RilIII'si _ A_...1 i;1 br: 1 010 P:illIMOWi t SFiVVR TIME OUT V V v41 -i1I I rD3.01 2 I ROBOTICS MEZZ CONF.RM. .CONF. 2M 1 DEMO(E)VII TILE DEMO 1953-1972 CLASSROOMS AND CTE SPACES ��- - - -�i — , I LIBRARY - .:.:.:.:.:. OFFICE ,VESTIBULE ' F ,CULTYDINING 1�' / '� ` REVISIONS DATE �♦♦•:: I►.�...; COURTYARD I - OFFICE WORK RM. I ROOM W .►� ��_�I • KITCHEN FOOD SERVICE �I L ♦•.�.•♦• `... 1 , i OFFIC MANAGER .•.,`•.•l - ♦•�•.•♦•♦� D2.1 , CHEM.LAB'S CHEM.LAB TOILET ��►♦♦ ' ..`.. ""' I• _ COLD STORAGE �.•g 1 �••••�•, .•♦•.•♦•.• L OFFICE __ I COLD STORASTORAGE LL.I ♦••it• — - n- - - _17-1___ _ � STORAGE ELEVATOR •ECH. CHEM.STOR. . ii•El.1.1011.111 ,,...,=,...................j i PREP ;L PREP l,llill ►��I"��+�� SCIENCE LAB SPECIAL ED. J O .. ♦...�...♦...♦...♦.♦♦♦.....�.♦ SCIENCE LAB SCIENCE LAB SCIENCE LAB LAFOREIGN NGUAGES • I 0 FOREIGN (— LANGUAGES TIGARD TUALATIN SCHOOL DISTRICT FOREIGN O TIGARD HIGH ir �.:.::♦.::♦:♦: LANGUAGES w SCHOOL; 0 FOREIGN LANGUAGES cc MODERNIZATION . , 0 cc• 1 W90001978 BUILDING ADDITION 3 , rw ` '" """I W 9000 SW DURHAM RD. s r TIGARD, OR. 97224 .1 „ 1 Z JOB NO. 16992.00 3:ri ',--*1 .' K ISSUE DATE: MARCH 28 2018 .1 . i`2'112- ` Jurisdiction Stamp Area k f UJ 01""�F LOR:NE NIcCONAC C�� erase 91 s ,S. 2 SEA• E,WA .it W 0 /2 18 z DEMO PLAN MAIN p LEVEL co C\I J co -,- O co 0DEMO - MAIN FLOOR2 ADI .20 1132 - 1'-0" LL1 NOTE: ENTIRE HATCHED REGION TO BE DEMOLISHED INCLUDING ALL FOOTINGS. bassett UNDERGROUND UTILITIES, AND TUNNELS. il DEMOLITION LEGEND architects (E)WALLIELEMENT TO REMAIN 721 NW 9TH Ave, Suite 350 (E) BUILDING TO REMAIN Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 (E)WALLIELEMENT TO BE REMOVED (E)SUB-SURFACE UTLITY TUNNEL CIVIL ENGINEER & LANDSCAPE ..+.' Cardno I��.�.�, (E) ENTIRE BUILDING TO BE DEMOLISHED PHASE 1 6720laSW nd, OR 97Macadam g Ave Suite 200, PortT(503)-419-2500 /��///:://` (E) ENTIRE BUILDING TO BE DEMOLISHED- PHASE 2 STRUCTURAL ENGINEER Catena Engineers (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 3 1500 NE Irving St., Suite 412 Portland; OR 97232 T(503)-467-4980 DEMOLISH (E) FLOOR FINISH MECHANICAL ELECTRICAL & PLUMBING ENGINEER / DEMO EFIS OVER METAL Glumac STUDS, PER ELEVATIONS 900 SW Fifth Ave.; Suite 1600 Portland, OR 97204 / �- LINE OF FLOOR DEMO PHASE 1 T(503)-227-5280 / FOOD SERVICE CONSULTANT ' . W37ebb SE Foodservice afayette Design // ,..' ♦```.`+4.4' :�� Portland, OR 97202 �� i� • ` T(503)-236-8566 ��♦ �� 0�� ♦� . ___„___,• ACOUSTIC & AV CONSULTANT ip / ♦�� ,•��w� ��►��/ The Greenbusch Group .��.►�� ►�� •�� 1900 W. Nickerson St., Suite 201 �� .♦.��..♦♦♦�.�.�...�♦��.♦..`.. Al . Seattle, WA 98119 41 .,... // �*�� ' .�� A�� ,. / ' . 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H Ave, Suite 350 e 721 NW 9T 1. _..,_.%,,,_ -- I-- - , j-T r -i ; G (E)SUB-SURFACE UTLITY TUNNEL Portland, Oregon 97209 -F-- [ ' �W T (206) 340 9500 F (206) 340 9519 r x , • . wr h ' , I (E) ENTIRE BUILDING TO BE DEMOLISHED- PHASE 1 DATA . :4..:- 4..-,,-,1-!,> v _�_.fi 41N ,cy '4008 s a Y , ,--.-,-.-,,,-,-• L . , I -� J, • — (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 2 CIVIL ENGINEER & LANDSCAPE _ Cardno 6720 SW Macadam Ave Suite 200. OFFICE (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 3 Portland, OR 97219 400CIIII T(503)-419-2500 A ,...;f " i ii I x• DEMOLISH (E) FLOOR FINISH STRUCTURAL ENGINEER, 4 r! i ;O ` . __ i Catena Engineers ♦ '.--',----,.1. . a_. 1500 NE Irving St., Suite 412 t. r I I 4 t T Portland, 467 4980 97232 OFFICE –��- 400D COUNSELING _ 400 • •— r. i ENGLISH MECHANICAL ELECTRICAL & -,:-_...,,,i,. .::::-,. rf I- I ..I_ — . 222 PLUMBING ENGINEER . ..- �...�.. 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J Cs LORNE, !14tCIJTAC ease X891 ' fr,\T-teA - -• • I 2 ASEA E,WA I ,..,. .. . oz ... _,_ ,.. . .... .... .. ..,. OFFICE II 246E . ..... W 0 12 18 ClAIR DEMO PLAN z - - p ENLARGED SE I O I VESTIBULE �'-- 1 F— ELEC '; 248 .._. 400Z eri '.......] OFFICE I_��_ T- 24SF O C\IZS DEMO OPENING, INFILL tri WITH GWB&WOOD A4.29 \� iE ELEVATOR . . ,I �� :��-�, � AD2 . 12 r� STUDS @ 16"OC- LST d 2486 W 0 y ----1 DEMO OVERALL MAIN FLOOR - ENLARGED SE 11R" = 1'_fl" DEMOLITION LEGEND moilim (E)WALUELEMENT TO REMAIN bassetti I 1 (E) BUILDING TO REMAIN architects i (E)WALUELEMENT TO BE REMOVED (E) SUB-SURFACE UTLITY TUNNEL 721 NW 9TH Ave. Suite 350 Portland, Oregon 97209 ++++♦, +♦�.+♦+♦. (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 1 T (206) 340 9500 F (206) 340 9519 //x (E) ENTIRE BUILDING TO BE DEMOLISHED-PHASE 2 CIVIL ENGINEER & LANDSCAPE Cardno 4 + r > \ \\\\s ::I:: :I:R:::EM0LISHED. PHASE 3•I)\ \\\:\\77.\t,\ I .:. . 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UJ SCHOOL TEMPORARY PROTECTED EGRESS 0 I i MODERNIZATION �` ; a 8'-81' 0 CC I 1 ` w 9000 SW DURHAM RD. 0 1 , REUSE EXISTING ‘'� I TIGARD, OR. 97224 o I OVERHEAD DOOR I- - OPENING, DEMO Z JOB NO: 16992.00 I INFILL&RELITE i rTTTTT " +♦+♦+♦+♦+♦+♦+ — ISSUE DATE: MARCH 28,2018 L 1( T CE2 CLASSROOM CE2 COMPUTER LAB ♦♦♦♦♦♦♦ ♦♦+♦♦♦+♦+♦+�♦♦ Jurisdiction Stamp Area ILI ELE ♦�♦�♦�♦�♦�♦�♦ V J �?�LORNE MWONAC ao ; ++,.+,�♦ y .ease . 91 n i ♦♦♦♦♦ice♦ } I +++��+ 2 • SEA £,WA Is 1L1.1I0218 CL ♦��♦�+�,�,� DEMO PLANS cc. rmom.omoERE•Emmimmm•mm.NE•Emmimm•m........mm=mmm•m•mzmei . _ . __.. •,.♦.+♦♦.♦.+.♦ o ENLARGED SW 7 6 F ... .. c., _ . ... .,,,,„ c0 r DEMO FLOOR PLAN LOWER LEVEL - ENLARGED N N 1.8" -0" AD2 . 13 UJ DEMOLISH&REPLACE(E)PLASTER FINISH TO MATCH aSS'iE'tti i @Thy!, �+A' @.1__:: architects �S� cK CL PROTECT(E)OPENINGS C \J'V ( --c- 1 REMOVE(E) INTERIOR GYPSUM WALL BOARD& I 721 NW 9TH Ave, Suite 350 REPLACE WITH EXTERIOR GYPSUM BOARD. DEMOLISH AS REQUIRED TO ALLOW FOR PROVIDE NEW PLASTER FINISH TO MATCH DEMOLISH AS REQUIRED TO ALLOW FORPortland, Oregon 97209 NEW ROOF STRUCTURE EXISTING. REFER TO NEW ELEVATIONS i NEW ROOF STRUCTUREI I I T (206) 340 9500 F (206) 340 9519 • s' j_ __ I _ __ _ ...�__, _ _.- _ _ .. __ II _ _ _ DEMOLISH E_ —_—__ , L _-_ . _ �_----_—___ — „___-_.. i,__ — �.__ 1 - �:..—__— --- --... —_ —1 !VI E IN R ND APE r _.i `-- r ;� �, , ,; i 1 I ,W s €i II =j:-- I T _ __.__ III k I I f — i` T k 11 I; ;; I 11 „ IIj, I FLASHING. PATCH& C L NG EE & LA SCi .�l II {. I' ii {� i.l it I ,iiIII E, !I li iFl I ii I: k�' '� li '� i' ,i i 'I I i� I' . /1 i I j; 1 I I i I I' ;I i i,{ 1 li II REPAIR(E)CONCRETE {;ardna, L •, 1 --__�' ,_ .JI J I' I.._. -__. �'i_ -.____t'I .l-__._ _!�-_.___._�L _ - -_-_J - _ -_-_� �l�-._ _.i.-...__ i �L.___ -.L__ __.J I .` i,�_.. I�„ _�,_______IIJ._.._..._- .t. -,-.: •,s --•• ... ; =- �� , r pr ,, - — i i _ -- 6720 5W Macadam Ave Suite 200, 9 y Portland, OR 9721 r1 I , is DEMOLISH(E)FINISH AS REQUIRED TO Ii =- -1; _ __ T(503) 19 2500 �� .47 . � I ' I ALLOW FOR NEW ROOF TERMINATION :;�' '� _ ) i , f I II I • STRUCTURAL ENGINEER I i r 7-' - - - — — I I ,I---,i _ I Catena Engineers i II I — �� I1500NEIrving5t., Suite 412 — i I� I� p I I �. p Portland, OR 97232! I I — = — � � =--: W-_� T:LL __ — — — _ .._ —_ ., T(503)467 4980I� I� 1 r __/- l• —4-7(n II ,r /! II t I 11 I -1�I I- - �r— • l �r�"-s� ! utEo I ME HANI AL ELE TRI AL & i 1I � IC C C C� �—_.�—111 L_.� � _ _ _1 � �iIi� � Iiil I . . ...... .! i PLUMBING ENGINEER I- fi -1 - Y� r2I I II _ I I I 1 I I I I ! I I ; I Glumac r� : 'W �I �. � �� I "-- 1, f I I I I , I 900 SW Fifth Ave. Suite 1600 I I ! II I .1 I Ki. K } I i ,- II / II !I I I ... I Portland, OR 97204 N `� (503)-227-5280 >� •,'- - T r . t 1 I 1 I II I \, II I Y--y. r L r �r �� "'}.J� yi p.rr �. ,:::fes, . .=> - : # h 11 • i I I Lf •t... i �\ Li 1 ' FOOD SERVICE CONSULTANT I I I I I - U I • F A 11 I I Webb Foodservice Design I ; I I I I I 11 I f I 3700 SE Lafayette Ct. ' II N11 I Portland, OR 97202 ..t 1. i T(503)-236-8566 ACOUSTIC &AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 C2� DEMO - WEST COURTYARD Seattle,WA 98119 1/8" = 1'-0" T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. 7 SA 402 CF CE CD CC CB CAS7• �'7 S6 T 541-686-2-2 Eugene, 90311 .__..v.._._ Z , 1- 0 Q I II I I i I SLAVAGE(E)LETTERS 1 SIGNAGE I— DEMO DOWNSPOUT, I MAINTAIN(E)GUTTER DEMOLISH(E)METAL FRAMING& O DEMO MECH EQUIPMENT PER MECH DWGS PLASTER/EIFS FINISH TO(E)CMU WALL I I I I I W III TCD 7-� 0 -I-1 i • - -- -1 — i, 1 I I I f — —' — —�i I _Li I I i z ! II I I.-1L -- I I I II I I 11 I I CI I I IL I T J -i I - J Ll J - 1 , d ' CO• . : h I ! r' 1�= I ! UPPER LEVE t6 _ .,ter 1 — — r-=--_-_711F-_.,,,-:_,Z:-'77.7=-,-.,-:._:::,::::- .1_,- :_.-:::_r. -1_...;-:-Li:- :._14.1::,•_,,. .,,, �.rr� • • 208 0 j 11 ZT �i . �•i � . . - . ¢ zz = z l 1 _. - _L, . U PER AU 4VENOM I - IT �� - I - i :! -I�- - - - - I 'OV-O' a `I J �/I\\ I I /�\ I o II � 1i !I , II I ! I 1, - .. iii I \ II I ,` • <' 11 / I \ I I / I \ II I II I IK II III IK I �I I a • A .. IK I I K I i II ill lig II I. i I I _; III I SII I� li \ I / I I \\ I // 1 I I Q _4=4_2, LO034 \2)_, I ' I - ='-�\ 1 0/ — �� -.� .`I,/�I I \I� I — I MAIN 194 0„ 00 I DEMO(E) FINISH AS T RE U IREDRFOR NEW ROOF Q IN DEMO - MAIN 6YM EAST DEMO - MAIN GYM NORTHit \ )} 1/8" = 1'-0" 1/8" = 1'-0" 1-- OC A REVISIONS DATE W 0_ W W CD CA CB CCi CD SCE SA SSB I J i I Z O I I Z I O DEMOLISH(E) DOWNSPOUT, MAINTAIN(E)GUTTER. TYP. I I I— TIGARD TUALATIN SCHOOL DISTRICT I f DEMOLISH(E)EIFS,AS REQUIRED FOR NEW ROOFING O TIGARD I—I I G H I I I 2 C7 i I W I , , I .. SCHOOL 1 1 l'I - 0 PROTECT THROUGH PHASE 1 I I Il l\AODERNIZ].\TIcJI Eiii11 0 ! • I. I CCP. __—_ 9000 SW DURHAM RD. _ _ W �4` TIGARD OR.97224 1l�.:..:'•' 117 I I.. :I 1 FINISH, i I I• •_ �-R' ;�. _ �� • :�� JOB No: 1sss2.oD DEMOLISH E PLASTER • `IiII EDT OINNEW -` �:= �AS RE UR OJ •QF ISSUE DATE: MARCH 28 2D18 r} l I1 T WALLCONSTRUC ION . " ' _ L ` :�,'� `"'II • I uri icti n Stara Area J sd o pUPPER LEVELUPPER LEVEL_ _ - -- -� _.._-'� »-_��_...-- _ �.'---•F ��'i'-�-' -+fi , '-�^+= 208 0 20 0zkUJ < 0`YiDitket , , ,-7.------7=---' . ' '.t ' -_ ,. . '.. .... . . ,. , , . -., ' , , . ,,, , ' n. 1 _ w • s . T — " C? iEAR�IIJ MrC011 i .I I UPPER AUX ease91 CA —"Ir' ----- t--'11- Jr----- 7-r- � Ii C 11 . , II -off �" ,1 .1 \ / \ / \ li t I I 201 ASEA1 II II fE. II ! III i 1,. 11 II 11 II.. II II Ii it .II; I 1 l E,WA:, ! II ll''. IK I �I.if; I II �I IK/ II \ i IK/ II Ii �L a ;, \ \ I i , I I � I I iI I \ I I � I I I II II ill� � ° II I Ilii I i I II I l i ! ! I 11 II .� MAIN FL04� - — - - II II ir° ll, II 1I it i, II I I MAIN FLOOR UJ 0 12 18 194'-0" I 194'-0" • z DEMO O ELEVATIONS CL 74- DEMO - NORTH ELEVATION 1 DEMO - MAIN GYM WEST i— ai u, (:]; 1/8" = 11-0" ��(:) .) 1/8" = 1'-0" N 0 CO AD3 . O1 N M W N M tiassetil architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland. OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St.. Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle, WA 98119 T 206-378-0569 @ @__ DC7 COST CONSULTANT Construction Focus 740 Almaden St. C (6-&f Eugene. OR 97402 T 541-686-2031 1 1 Z START OF PHASE 1 STRUCTURE O I- 11 O 1 2 1 1 1 w _ ❑ I , DEMO ROOF, TRUSSES& UPPER WALL-PHASE 1 0 / /17\ • / / • • 0 START OF PHASE 1 NEW CONCSTRUCTION STRUCTURE f I / / / ♦ ♦ D // / `• `\ // ♦♦ ♦♦• m / 1 `♦ `` ♦♦ ♦♦ _J L. �� i-z- PHASE 2-NEW + _ 1cc G 7?�T � z77 �� • CONSTRUCTION NEW �_ ,.. .1 1 I BEARING LINE \ ,1 T 1 0 PLYWOOD INFILL AT UPPER GLAZING 1 Q I 1 I p ' ' o PHASE 1 DEMOLITION O 1os I Ir �: 1 O N 5UPPER LEVEL UPPER LEVELAL it A5.12 - - - 1- IY - - - - 2D$ 0 I I 1 - 208'-0" CC , - CC A W REVISIONS DATE 1 I I+ .. • .. ... .1. ....1.,• , a •- .-,...-, •.a.,• --.•• .v• -7,-.- A.. _ . CL I/` w TEMPORARY WALL PER PLAN in _ Ilw. ' =====Z====r—=2==========r' �_T.11- =========Trs��111 I I I / 1--- —1 1 J I I I 1 1 I z O PHASE 2 DEMO 19' 7" I z 1 1 O I— TIGARD TUALATIN SCHOOL DISTRICT J /I22'-8" O ( � A TIGARD HIGH I w PHASE 1 FLOOR DEMO SC H o o L PHASE 2 DEMOLITION I I V 1 0c MODERN IZATIOFI , 0 PHASE 1 FLOOR DEMO LINEcc EXISTING SLAB TO REMAIN I w 9000 SW DURHAM RD TIGARD, OR. 97224 MAIN FLOOR MAIN FLOOR JOB NO: 16992.00 - - �1!/ / (///( 4.16 �� / "'�'""" , .,... . . 41,14.W.1•••101.- TTTT .6 - �,. �,. 194-OIC d _ • - ISSUE DATE MARCH 28 2018 (C7(( ., r • -MAIN FLOOR 1 - ---- - T-- 1 ..i- - - — - 1---t-I-I I Y Y—_-'-r I-41 --I-Y 1- t" — — — -- - 1 -'t h-"_r I t^ 1 . 1 I--F I - a� 1 I •F 1 -�� +. ",v - �• 1 I I i_--- — _ — I 1 1 ! 1 1 I 1- I l i I I I I I - - 1 !-11H-1 I - 1 I I —I I I —I i _ — 1941-0" Jurisdiction Stamp Area 11 =1I1 I 1 = I 1= 1 1 I I _ - 1 1 — 1 II- 11 III 11 1 1 1 1II I _ — 1- - 11111 I —III , I i f _ w �° 1 ^-I I 1 _ 11 11 il I I 1= 1 111 III 1 ill IN 11 111 I I ill I I I -- 1 I 11-111 11 - -I 11=111= i_ 1 1 I 1 I 11 I - 111 I 11 1 _ 1 — ,., -III 11=I 1 I I= =11 1 =1 I I 1 11 111= 1 111 111 1 111 11 11 1 11 1 111_111 11 -111= 11111_111_111111_111 1 I =111 _ _=_111=i I 111-111-111 1 =_ = 1 1 � �— - _ TC'N 111111 11 11 I I 1 1 11 1 11 11 I III 111= -1 111111 I I : 1 1 1 1 1 I I I —1= — WA ,-- 0 /2 18 a' DEMOLITION WALL z 0_ o SECTIONS co J (NI o DEMO SECTION EIW DEMO SECTION NORTH 2 112" = 1'_0" fl AD4 . O1 N 112" = 1'-0" �.,�„ PERMIT SCOPE GENERAL STRUCTURAL NOTES , SUMMARY : THE FOLLOWING ITEMS ARE INCLUDED IN THIS FOUNDATION PERMIT bassett/ - FOUNDATIONSI. GENERAL III. SPECIAL INSPECTIONS AND TESTS VII. FOUNDATIONS AND SITE WORK XI. ROUGH CARPENTRY • CONCRETE WALLS AND PILASTERS architects 1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND • SLABS ON GRADE I. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2014 EDITION OF THE OREGON I. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2014 OSSC. REFER TO1. FRAMING LUMBER: DOUGLAS FIR (COAST REGION) GRADED AND MARKED IN ACCORDANCE WITH • CAST-IN-PLACE ANCHOR RODS AND EMBED PLATES STRUCTURAL SPECIALTY CODE (OSSC) AND THE REQUIREMENTS OF THE CONTRACT TABLES 1 THROUGH 6 ON SHEETS S0.04 AND 50.05 FOR SPECIAL INSPECTION AND TESTING RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY THE STANDARD GRADING RULES No. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) GRI DATED FEBRUARY 28, 2018. REPORT IS AVAILABLE FOR REVIEW. OR WESTERN LUMBER GRADING RULES, OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). ALL OTHER INFORMATION IS SHOWN FOR INFORMATION ONLY AND DOCUMENTS. REQUIREMENTS. 2. REGIONAL GROUNDWATER ELEVATION IS ESTIMATED AT APPROXIMATELY 65 FEET BELOW 721 NW 9TH Ave, Suite 350 2. THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED USE LUMBER OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: WILL BE SUB MITTED FOR PERMIT ATA LATER DATE. GRADE. PERCHED GROUNDWATER IS ESTIMATED AT APPROXIMATELY 0 TO 15 FEET BELOW MEMBER MOISTURE CONTENT WOOD GRADE Portland, Oregon 97209 SPECIFICATIONS. IN CASE OF APPARENT CONFLICT IN OR BETWEEN THE CONTRACT ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 GRADE.THE NEED FOR SITE DE-WATERING IS DEPENDENT ON RAINFALL AMOUNTS DURING DRAWINGS AND SPECIFICATIONS, CONTACT THE OWNER'S REPRESENTATIVE FOR (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880 (STEEL), AND ASTM FOUNDATION EXCAVATION AND INSTALLATION. SILLS 19% D.F. No.1 PRESSURE OR T (206) 340 9500 F (206) 340 9519 CLARIFICATION PRIOR TO PROCEEDING WITH THE RELATED WORK. FOR BIDDING E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE PRESERVATIVE TREATED OR PURPOSES, THE MORE COSTLY PROVISION SHALL PREVAIL. STRUCTURAL ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS 3. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. FDN GRADED REDWOOD 3. REFERENCES IN THE CONTRACT DOCUMENTS TO CODES, RULES, REGULATIONS,STANDARDS, SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED 4. REMOVE ABANDONED FOOTINGS, UTILITIES, AND OTHER UNDERGROUND ELEMENTS THAT STUDS 19% D.F. No.2 MANUFACTURER'S INSTRUCTIONS, AND REQUIREMENTS OF REGULATORY AGENCIES ARE TO IN ACCORDANCE WITH SECTION 6.1.4.1.1 OF AWS Dl.1.THE OWNER SHALL SECURE AND PAY INTERFERE WITH THE WORK, UNLESS OTHERWISE INDICATED. JOISTS,PLATES 15% D.E. No.1 CIVIL ENGINEER & LANDSCAPE THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS FOR THE SERVICES OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL 5. NOTIFY THE OWNER'S REPRESENTATIVE IF BURIED STRUCTURES NOT INDICATED ARE FOUND, BEAMS, 5"AND WIDER GREEN D.F.SELECT Cardrlo THE DOCUMENT DATE IS INDICATED. INSPECTIONS AND TESTS. INCLUDING BUT NOT LIMITED TO CESSPOOLS, CISTERNS, AND FOUNDATIONS. STRUCTURAL BEAMS, 6720 SW Macadam Ave Suite 200, 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE 4"AND NARROWER GREEN D.F. No.1 Portland, OR 97219 4. DO NOT SCALE THE DRAWINGS. 6. PROVIDE NECESSARY EXCAVATION PROCEDURES INCLUDING BUT NOT LIMITED TO LAGGING, T(503)-419-2500 APPROVED CONSTRUCTION DOCUMENTS. IF INITIAL TESTS OR INSPECTIONS MADE BY THE SHORING, AND UNDERPINNING OF EXISTING STRUCTURES. PROTECT EXISTING STRUCTURES POSTS, 6x6 AND LARGER GREEN D.F. SELECT 5. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY STRUCTURAL POSTS, CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS DURING CONSTRUCTION. DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE4x6 AND SMALLER 19% D.F. No.1 STRUCTURAL ENGINEER SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. ALL DISCREPANCIES SHALL BE BROUGHT TO 7. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO FRAMING BLOCKING Catena Engineers OWNER'S REPRESENTATIVE. THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, NOTED IN THE PLACING CONCRETE. AND BRIDGING 15% D.F. No.2 1500 NE Irving St,, Suite 412 6. THE DRAWINGS INDICATE THE STRUCTURAL ASPECTS OF THE WORK AND REFER TO INTEGRAL INSPECTION REPORTS, AND IF NOT CORRECTED, SHALL BE BROUGHT TO THE ATTENTION OF THE 8. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER PLYWOOD BLOCKING 19% D.F. No.1 Portland, OR 97232 ASPECTS OF THE WORK DESIGNED BY OTHERS, INCLUDING BUT NOT LIMITED TO STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL. PRIOR TO PLACEMENT OF REINFORCING AND CONCRETE. NOTIFY THE GEOTECHNICAL BACKING,STRIPPING T(503)-467-4980 ARCHITECTURAL SYSTEMS & COMPONENTS, AND MECHANICAL, ELECTRICAL, & PLUMBING ENGINEER WHEN EXCAVATIONS ARE READY FOR INSPECTION. AND FURRING 19% CONSTRUCTION SYSTEMS & EQUIPMENT. COORDINATE ALL ASPECTS OF THE WORK AND VERIFY DIMENSIONS. 4. THE SPECIAL INSPECTOR SHALL FURNISH REPORTS FOR EACH INSPECTION AND A FINAL REPORT MECHANICAL ELECTRICAL & TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, CONTRACTOR, AND OWNER.THE FINAL 9. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR MASONRY HAS ATTAINED FULL 2. PANEL SHEATHING: IDENTIFY WOOD STRUCTURAL PANELS WITH THE APPROPRIATE TRADEMARK PLUMBING ENGINEER 7. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. BRACE,SHORE, AND REPORT SHALL STATE THAT THE WORK IS IN CONFORMANCE WITH THE APPROVED DESIGN STRENGTH. BRACE BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS OF APA-THE ENGINEERED WOOD ASSOCIATION AND MEET THE REQUIREMENTS OF THE SEQUENCE AS NECESSARY TO MAINTAIN STABILITY AND PROTECT THE STRUCTURE DURING CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION UNTIL ATTACHED FLOORS AND SLABS-ON-GRADE ARE COMPLETE AND HAVE ATTAINED FULL VOLUNTARY PRODUCT STANDARD PS-1 OR PS-2 AND APA PRP-108 PERFORMANCE STANDARD Glumac CONSTRUCTION. RETAIN A REGISTERED, PROPERLY QUALIFIED CIVIL ENGINEER TO DESIGN REPORTS HAVE BEEN CORRECTED. DESIGN STRENGTH. 1600 A. PANEL SHEATHING SHALL BE EXPOSURE 1. 900 SW FifthAve.Suite NECESSARY TEMPORARY MEASURES. SITE OBSERVATIONS BY THE OWNER'S REPRESENTATIVE Portland. OR 97204 WILL NOT INCLUDE OBSERVATIONS OF THE ABOVE IDENTIFIED MEASURES. 5. CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL 10. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE THE FOLLOWING B. PLYWOOD PANELS SHALL BE 5-PLY MINIMUM EXCEPT THAT 3/8-INCH-THICK PANELS SHALL BE T(503)-227-5280 INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE MINIMUM COMPACTION IN ACCORDANCE WITH ASTM 01557: 3-PLY MINIMUM. 8. INFORMATION RELATING TO EXISTING CONDITIONS INDICATED IN THE DRAWINGS IS BASED THE WORK IS BEING PERFORMED. FOOD SERVICE CONSULTANT ON INFORMATION PROVIDED BY OTHERS; NO GUARANTEE IS GIVEN AS TO THE ACCURACY MAXIMUM DRY DENSITY LOCATIONS C. PLYWOOD SHALL BE CC GRADE AT LOCATIONS EXPOSED TO WEATHER AND SHALL BE THEREOF. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING 95% TRENCH AND WALL BACKFILL CD GRADE ELSEWHERE. Webb Foodservice Design OWNER'S REPRESENTATIVE FOR RESOLUTION PRIOR TO PROCEEDING WITH RELATED WORK. SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA 95% FILL BENEATH SLAB-ON-GRADE D. GRADE AND SPAN RATINGS SHALL BE AS FOLLOWS: 3700 SE Lafayette Ct. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM WHERE THE WORK IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. 95% FILL BENEATH FOOTINGS Portland, OR 97202 THE OWNER'S REPRESENTATIVE. 90% OTHER PANEL THICKNESS MINIMUM GRADE ROOF/FLOOR RATING 9. REFER TO DRAWINGS BY OTHERS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, 6. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH AN EXPANSION ANCHOR'S 3/8" STRUCTURAL 1 24/0 T(503)-236-8566 MECHANICAL, ELECTRICAL, AND PLUMBING DISCIPLINES, FOR SIZE, QUANTITY, AND LOCATION ICC EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: 7/16" STRUCTURAL 1 24/16 OF FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS NOT SHOWN ON THE STRUCTURAL A. FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR 15/32' STRUCTURAL 1 32/16 ACOUSTIC &AV CONSULTANT DRAWINGS. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE DIMENSIONS, ANCHOR SPACING, AND EDGE DISTANCE. VIII. REINFORCING STEEL 19/32'AND 5/8" CD/CC 40/20 The Greenbusch Group OWNER'S REPRESENTATIVE FOR REVIEW. 3/4" CD/CC 48/24 1900 W Nickerson St. Suite 201 B. FOR EACH ANCHOR TYPE AND SIZE, THE SPECIAL INSPECTOR SHALL PERFORM 10. THE REFERENCE DATUM FOR ELEVATIONS IS MAIN LEVEL ELEVATION = 194.00'. CONTINUOUS INSPECTION ON A MINIMUM OF THE FIRST TEN (10) ANCHORS INSTALLED BY 1. REINFORCING SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 1 1/8"AND 1" CD/CC 60/48 T 206-Seattle, 69 11. REPORT APPARENT DISCREPANCIES AND/OR CONFLICTS IN THE CONTRACT DOCUMENTS TO EACH INSTALLER FOR CONFORMANCE WITH THE ICC EVALUATION REPORT. PROVIDED LOCATION TYPE THE OWNER'S REPRESENTATIVE. OBTAIN CLARIFICATION FROM THE OWNER'S THAT ALL OF THE FIRST TEN (10) ANCHORS ARE INSTALLED CORRECTLY IN ACCORDANCEREINFORCING STEEL, U.O.N. ASTM A615, GRADE 60 E. INSTALL IN ACCORDANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS REPRESENTATIVE PRIOR TO PROCEEDING WITH THE RELATED WORK. WITH THE MANUFACTURER'S INSTRUCTIONS AND THE ICC EVALUATION REPORT, THE AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. COST CONSULTANT SPECIAL INSPECTOR SHALL PERFORM PERIODIC INSPECTION ON A MINIMUM OF TEN REINFORCING STEEL TO BE WELDED ASTM A706, GRADE 60 F. INSTALL ROOF SHEATHING AND SUB-FLOORING SHEATHING WITH FACE GRAIN PERPENDICULAR TO Construction Focus PERCENT (10%) OF THE NEXT ONE-THOUSAND (1000) ANCHORS BY EACH INSTALLER AND WELDED STEEL WIRE FABRIC ASTM A1064, GRADE 70 SUPPORTS UNLESS OTHERWISE INDICATED. 740 Almaden St. A MINIMUM OF FIVE PERCENT (5%) OF THE REMAINING ANCHORS BY EACH INSTALLER. G. ROOF SHEATHING EDGES SHALL BE BLOCKED,TONGUE-AND-GROOVE, OR SUPPORTED BY PLY CLIPS. Eugene,OR 97402 II. DESIGN CRITERIA INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE 2. ACCURATELY POSITION,SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACEMENT DUET 541-686-2031 TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUB-FLOORING SHEATHING SHALL BE UNBLOCKED UNLESS OTHERWISE INDICATED. I I. APPLICABLE CODE: 2014 OSSC ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE SUPPORT REINFORCING WITH METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS H. INSTALL SHEAR WALL SHEATHING HORIZONTALLY OR VERTICALLY. INSTALL 2x OR 3x INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON COMPLIANT Z AT 3 FEET ON CENTER MAXIMUM SPACING. BLOCKING/FRAMING AT PANEL EDGES AS NOTED IN THE DRAWINGS. 2. FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING CRITERIA: ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER OF o RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR 3. ACCEPTABLE MECHANICAL COUPLERS: 3. ROUGH HARDWARE: SPREAD AND STRIP FOOTINGS: RE-INSTALLATION. • LENTON THREADED OR INTERLOCK COUPLERS BY ERICO, IAPMO ER-0129 A. NAILS SHALL BE COMMON WIRE NAILS MEETING FEDERAL SPECIFICATION FF-N-105B. F- ALLOWABLE NET SOIL PRESSURE FOR DL + LL=3000* PSF C. INSPECTION REPORTS SHALL IDENTIFY THE NAMES OF INSTALLERS. • XTENDER BY HEADED REINFORCEMENT CORPORATION, ESR-2764 PROVIDE STANDARD LENGTHS UNLESS OTHERWISE NOTED. NAILS SHALL BE HOT-DIPPED -- ALLOWABLE NET SOIL PRESSURE FOR DL + LL+ EQ=4000* PSF FORM SAVERS BY ERICO ARE ACCEPTABLE COUPLERS FOR BEAM AND SLAB BARS GALVANIZED IN THE FOLLOWING LOCATIONS: J COEFFICIENT OF FRICTION =0.35 D. THE SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR AT FORMED CONSTRUCTION JOINTS. • EXTERIOR INSTALLATIONS o PASSIVE RESISTANCE =250 PCF INSTALLATION STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. IN CONTACT WITH PRESSURE/ PRESERVATIVE TREATED LUMBER 4. WELD REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING QUALIFIED WELDERS. • IN CONTACT WITH FIRE-RETARDANT-TREATED LUMBER *ALLOWABLE SOIL BEARING PRESSURES ARE FOR SPREAD AND STRIP FOOTINGS HAVING A 5. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE INDICATED. UJ MINIMUM WIDTH OF 24 INCHES AND 18 INCHES RESPECTIVELY. B. BOLTS AND THREADED RODS SHALL BE ASTM A307, SQUARE OR HEXAGONAL HEAD IV. STRUCTURAL OBSERVATIONS 6. PROVIDE REINFORCING INDICATED AS CONTINUOUS IN LENGTHS AS LONG AS PRACTICABLE. MACHINE BOLTS WITH ASTM A563 NUTS. PROVIDE MALLEABLE IRON WASHERS UNDER 0 3. GRAVITY LOADS: HEAD AND NUT WHERE IN CONTACT WITH WOOD. PROVIDE 2 INCH x 2 INCH x 3/16 1. THE STRUCTURAL ENGINEER OF RECORD WILL PERFORM STRUCTURAL OBSERVATIONS THAT INCH MINIMUM PLATE WASHERS AT SILL PLATES. r DEAD LOADS: CONFORM TO CHAPTER 17 OF THE 2014 OSSC. C. LAG SCREWS SHALL BE ASTM A307, ANSI/ASME STANDARD B18.2.1. PROVIDE ANSI 0 VARY BASED ON ACTUAL BUILDING AND EQUIPMENT OPERATING WEIGHTS 2. THE STRUCTURAL ENGINEER WILL OBSERVE THE INDICATED WORK FOR GENERAL IX. FORMWORK 818.22.1 WASHERS UNDER HEAD WHEN IN CONTACT WITH WOOD. Z LIVE LOADS: CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES WILL BE D. SCREWS SHALL BE ASTM A307, ANSI/ASME STANDARD 518.6.1. USE CADMIUM-PLATED Q 20 PSF ROOF (NON-REDUCIBLE) BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE 1. PROVIDE POUR POCKETS IN FORMS AND UNDER EXISTING STRUCTURAL MEMBERS AS PAN OR ROUND HEADED SCREWS AT STEEL-TO-WOOD AND WOOD-TO-WOOD 40 PSF CLASSROOMS (REDUCIBLE) OBSERVATION REPORTS. NECESSARY TO PREVENT AIR POCKETS AND/OR"HONEYCOMB" UNDER AND/OR AROUND CONNECTIONS. 80 PSF CORRIDORS, U.O.N. THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND/OR"HONEYCOMB" 100 PSF STAIRS, CORRIDORS ON MAIN LEVEL, AND ASSEMBLY AREAS 3. THE STRUCTURAL ENGINEER WILL FURNISH OBSERVATION REPORTS TO THE BUILDING OFFICIAL, UNDER AND/OR AROUND THE MEMBERS IS NOT ACCEPTABLE, E. MISCELLANEOUS STEEL SHALL BE ASTM A36. SNOW LOADS: CONTRACTOR, AND OWNER, AND WILL FURNISH A FINAL OBSERVATION REPORT INDICATING THE F. BOLTS, NUTS, WASHERS, STRAPS AND OTHER HARDWARE EXPOSED TO THE WEATHER MD Pg = 10 PSF GROUND SNOW LOAD REQUIRED SITE OBSERVATIONS WERE MADE AND, TO THE BEST OF THE STRUCTURAL ENGINEER'S 2. REMOVE FORMS AND SHORES IN ACCORDANCE WITH THE FOLLOWING: SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL TYPE 304. W Pf= 27 PSF MINIMUM FLAT-ROOF SNOW LOAD KNOWLEDGE, THE WORK IS IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. LOCATION REMOVE FORMS AND SHORES NO SOONER THAN: Ce= 1.0 SNOW EXPOSURE FACTOR 4. NOTA Y THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN ADVANCE G. FRAMING CLIPS,SHEET METAL STRAPS, AND OTHER CONNECTORS SHALL BE SIMPSON J I = 1.1 SNOW LOAD IMPORTANCE FACTOR COLUMNS AND WALLS 72 HOURS STRONG-TIE, UNIVERSAL, OR SILVER, WITH ICBO REPORTS. DESIGNATIONS ON THE Ct f 1.1 THERMAL FACTOR AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL OBSERVATIONS: FOOTINGS, PILE CAPS, DRAWINGS ARE BASED ON SIMPSON STRONG-TIE CATALOG NUMBERS. D A. FOUNDATIONS AND GRADE BEAMS 48 HOURS 4. SEISMIC DESIGN: 4. NAILING: LL • REINFORCEMENT 3. PROVIDE CONCRETE FORMS, ACCESSORIES, SHORING, AND BRACING AS NECESSARY TO A. DRIVE NAILS PERPENDICULAR TO THE GRAIN, UNLESS OTHERWISE NOTED. ACCOMPLISH CAST-IN-PLACE CONCRETE WORK B. STEEL FRAMING . IMPORTANCE FACTOR I = 1.25, RISK CATEGORY 111 CC B. PREDRILL HOLES TO 3/4 OF NAIL DIAMETER WHERE SPECIFIED AND WHERE WOOD TENDS 0 SEISMIC DESIGN CATEGORY: D, SITE CLASS: D • GENERAL 4. PROVIDE CURING WHERE FORMS ARE REMOVED LESS THAN 7 DAYS AFTER CONCRETE TO SPLIT. SPECTRAL RESPONSE ACCELERATIONS: SS =0.96g; SI =0.42g • BRACED FRAMES PLACEMENT, INCLUDING BUT NOT LIMITED TO GRADE BEAMS, WALLS, AND COLUMNS. C. AIR-DRIVEN NAILS SHALL BE FULL-HEADED NAILS. LI- SPECTRAL .SPECTRAL RESPONSE COEFFICIENTS: SDS=0.71g; SDI =0.44g • METAL DECKING AND SHEAR CONNECTORS D. DO NOT OVERDRIVE NAILS. SEISMIC FORCE-RESISTING SYSTEM: • EXTERIOR COLD-FORMED STEEL FRAMING E. PANEL SHEATHING: O BUCKLING RESTRAINED BRACED FRAMES C. CONCRETE RESPONSE MODIFICATION FACTOR R =8 X. CAST-IN-PLACE CONCRETE • NAILS AT FLOOR AND ROOF SHEATHING SHALL BE RING SHANK. NAILS AT WALLS SHALL AND SLABS-ON-GRADE O SEISMIC RESPONSE COEFFICIENT Cs=0.09 • SLABSBE SMOOTH SHANK. O DESIGN BASE SHEAR V =Cs*W =0.09 W • RETAINING WALLS 1. CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE • USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION EQUIVALENT LATERAL FORCE ANALYSIS PROCEDURE V. SUBMITTALS REINFORCING IS NOT SPECIFICALLY INDICATED, OR WHERE DETAILS ARE NOT GIVEN, FOR EACH PROJECT AND APPROVAL BY THE OWNER'S REPRESENTATIVE. NAIL HEADS 0 PROVIDE REINFORCING SIMILAR TO THAT INDICATED FOR SIMILAR CONDITIONS, SUBJECT THAT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND I 5. WIND DESIGN: TO REVIEW BY THE OWNER'S REPRESENTATIVE. HAMMER OR IF THE MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE 1. SUBMIT SHOP DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION INSTALLATION IS CONSIDERED TO BE UNSATISFACTORY. MACHINE NAILING IS T WIND EXPOSURE C REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: 2. ROUGHEN SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH AMPLITUDE AND CLEAN OF PROHIBITED AT SHEATHING PANELS 5/16 INCH THICK OR LESS. 0 V = 130 MPH ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) FOR RISK • CONCRETE MIX DESIGNS LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. LOCATE CONSTRUCTION JOINTS AS • ADHERE (GLUE) FLOOR SHEATHING AT ALL POINTS OF CONTACT INCLUDING THE CATEGORY III • CONCRETE REINFORCEMENT SHOWN ON THE DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT N SHOWN TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO TONGUE-AND-GROOVE JOINT WHERE T&G PANELS ARE USED. ADHESIVES SHALL MEETit GCpi =0.18 INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING • EMBEDDED STEEL ITEMS APA SPECIFICATIONS AFG-01 OR ASTM D3498. PROCEEDING WITH THE RELATED WORK. • STRUCTURAL STEEL F. PROVIDE MINIMUM NAILING IN ACCORDANCE WITH TABLE 2304.9.1 OF THE OSSC, UNLESS I- EXTERIOR COMPONENT AND CLADDING MATERIALS SHALL BE DESIGNED • STEEL DECK 3. WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE, ROUGHEN CONTACT SURFACES OTHERWISE NOTED. FOR THE FOLLOWING WIND PRESSURES: COLD-FORMED STEEL FRAMING TO 1/4 INCH AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES. 5. BOLT AND SCREW INSTALLATION: COMPONENT INWARD PRESSURE OUTWARD PRESSURE LOCATION 2. SHOP DRAWINGS THAT DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS DRILL BOLT HOLES A MAXIMUM OF 1/16 INCH LARGER IN DIAMETER THAN THE BOLT WALLS 43 PSF -47 PSF AWAY FROM CORNERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE 4. WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY, THOROUGHLY ROUGHEN CONTACT A. # REVISIONS DATE OF OREGON; SUCH CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE SURFACES BY LIGHT SANDBLASTING OR OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, NOMINAL DIAMETER. W 43 PSF -57 PSF WITHIN 13FT OF A CORNER ARCHITECT AND ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. FOREIGN MATTER, AND LOOSE PARTICLES. B. DRILL PRE-BORED LEAD HOLES FOR WOOD SCREWS AS FOLLOWS: Q„•, ROOFS 25 PSF -39 PSF AWAY FROM EDGES 5. REFER TO DRAWINGS BY OTHERS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL AND 1. DRILL THE LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE 25 PSF -68 PSF WITHIN 13FT OF AN EDGE MECHANICAL DISCIPLINES, FOR LOCATIONS OF CONCRETE CURBS AND HOUSEKEEPING UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT HAVING A DIAMETER 7/8 W 25 PSF -101 PSF WITHIN 13FT OF TWO EDGES VI. DEFERRED STRUCTURAL SUBMITTALS PADS NOT SHOWN IN THE STRUCTURAL DRAWINGS. THE DIAMETER OF THE WOOD SCREW. W 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE SCREW WITH A DRILL BIT CO 40 PSF -74 PSF AWAY FROM CORNERS 1. STRUCTURAL SYSTEMS IDENTIFIED IN THE CONTRACT DOCUMENTS AS DESIGN-BUILD 6. CONCRETE CLEAR COVER TO REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS HAVING A DIAMETER 7/8 THE SCREW DIAMETER AT THE ROOT OF THE THREAD. COMPONENTS ARE DEFERRED SUBMITTAL COMPONENTS THAT ARE TO BE PERMITTED OTHERWISE NOTED: 3. INSERT THE SCREW INTO THE LEAD HOLE BY TURNING. DO NOT DRIVE SCREWS WITH A .. 40 PSF -74 PSF WITHIN 13FT OF A CORNER SEPARATELY FROM THE BASE BUILDING APPLICATION(S). SUBMIT DOCUMENTS FOR ALL SUCH LOCATION CLEAR COVER HAMMER. COMPONENTS TO THE BUILDING OFFICIAL FOR APPROVAL; SUBMITTED DOCUMENTS SHALL CONCRETE PLACED AGAINST EARTH 3 INCHES 4. LUBRICATE SCREWS WITH SOAP OR BEESWAX TO FACILITATE INSTALLATION. J POSITIVE VALUES INDICATE PRESSURE ACTING TOWARD THE BUILDING FACE, BE SEALED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF OREGON. DEFERRED C. DRILL PRE BORED LEAD HOLES FOR LAG SCREWS AS FOLLOWS: Z NEGATIVE VALUES INDICATE PRESSURE ACTING AWAY FROM THE BUILDING FACE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN FORMED SURFACES EXPOSED TO (SUCTION). PRESSURES ARE BASED ON AN EFFECTIVE AREA OF 10 SF AND SHOULD APPROVED BY THE BUILDING OFFICIAL. WEATHER OR IN CONTACT WITH EARTH: 1. DRILL THE LEAD HOLE FOR THE SHANK TO A DEPTH EQUAL TO THE LENGTH OF THE 0 BE ADJUSTED FOR DIFFERENT EFFECTIVE AREAS IN ACCORDANCE W1TH ASCE 7-10. • #6 BARS AND LARGER 2 INCHES UNTHREADED PORTION IN THE MAIN MEMBER. USE A DRILL BIT HAVING THE SAME 2. DEFERRED SUBMITTAL COMPONENTS SHALL CONFORM TO THE BUILDING CODE AND TO THE • #5 BARS AND SMALLER 1 1/2 INCHES DIAMETER AS THE LAG SCREW. 7 OUT-OF-PLANE CLADDING DEFLECTION LIMITATION: DESIGN CRITERIA INDICATED IN THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED 2. EXTEND THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW WITH A DRILL L L/240 FOR 0.7W TO THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. NECESSARY CONNECTIONS NOT WALL OR SLAB SURFACES NOT EXPOSED BIT HAVING A DIAMETER 60 PERCENT OF THE NOMINAL LAG SCREW DIAMETER. O L/360 FOR 1.0W AT BRICK VENEER SPECIFICALLY SHOWN IN THE DRAWINGS SHALL BE DESIGNED BY THE DEFERRED SUBMITTAL TO WEATHER OR EARTH: 3. INSERT THE LAG SCREW INTO THE LEAD HOLE BY TURNING. DO NOT DRIVE LAG SCREWS COMPONENT DESIGNER. • #5 AND SMALLER 3/4 INCH WITH A HAMMER. TIGARD TUALATIN SD 3. PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL,SUBMIT DOCUMENTATION FOR DEFERRED • #6 AND #7 1 INCH 4. LUBRICATE LAG SCREWS W1TH SOAP OR BEESWAX TO FACILITATE INSTALLATION. SUBMITTAL COMPONENTS TO THE OWNER'S REPRESENTATIVE FOR REVIEW FOR GENERAL • #8, #9, #10 AND #11 1 1/2 INCHES 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ENDS AND OVER SUPPORTS. PROVIDE 2 TIGARD CONFORMANCE WITH THE OVERALL DESIGN OF THE BUILDING. SUBMITTALS TO THE #14 AND #18 2 1/2 INCHES INCH BY 3 INCH CROSS BRIDGING, METAL BRIDGING, OR SOLID BLOCKING BETWEEN JOISTS• O OWNER'S REPRESENTATIVE SHALL BE SEALED AND SIGNED BY AN ENGINEER LICENSED IN THE IN SPANS EQUALLY SPACED 8 FEET ON CENTER MAXIMUM AND WHERE INDICATED. C CSTATE OF OREGON AND SHALL INCLUDE THE FOLLOWING: 7. CONCRETE TYPES: 7. DO NOT USE WOOD SHINGLE SHIMS UNDER STUDS, JOISTS, BEAMS, OR POSTS. H I DRAWINGS INDICATING THE MAGNITUDE, DIRECTION, AND LOCATION OF ALL LOADS 28-DAY STRENGTH TYPE LOCATION LLI H IMPOSED TO THE PRIMARY STRUCTURE, AND FACTORS OR COMBINATIONS THAT APPLY 3000 PSI NORMAL WEIGHT CURBS, AND SCHOOL DESIGN CALCULATIONS DEMONSTRATING CONFORMANCE TO THE APPLICABLE CODE HOUSE-KEEPING PADSSHEET INDEX REQUIREMENTS AND DESIGN CRITERIA, AND CLEARLY INDICATING A COMPLETE LOAD 4000 PSI NORMAL WEIGHT ALL USES, U.O.N. PATH FOR VERTICAL AND LATERAL LOADS TO THE PRIMARY STRUCTURE. O � w w w •rr w � w w w w w w J 14. �� 1 STRUCTURAL DEFERRED SUBMITTAL COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO THt MAXIMUM WATER CEMENT RATIO 50.01 GENERAL STRUCTURAL NOTES 53.01 BRBF ELEVATIONS 61 I COMPRESSIVE FOLLOWING: WATER CEMENT RATIO, BY WEIGHT S0.02 GENERAL STRUCTURAL NOTES (CONT.) S3.02 BRBF ELEVATIONS CC BUCKLING RESTRAINED BRACTS STRENGTH S0.03 SYMBOLS & ABBREVIATIONS S3.1 1 EXTERIOR ELEVATIONS 9000 SW DURHAM RD. I NON-AIR ENTRAINED AIR ENTRAINEDW i'''' • FALL PROTECTION DEVICES AND ANCHORAGETIGARD, OR. 97224 I Z AT 28-DAYS, PSI CONCRETE CONCRETE 50.04 SPECIAL INSPECTION REQUIREMENTS S3.12 EXTERIOR ELEVATIONS • SPECIALITY CEILINGS AND INTERIOR PARTITIONS WITH LARGE OPENINGS 50.05 SPECIAL INSPECTIONS REQUIREMENTS {CONT.) S3.13 EXTERIOR ELEVATIONS ANCHORAGE AND SEISMIC BRACING OF EQUIPMENT & DISTRIBUTION SYSTEMS 4000 0.57 0.48Z JOB NO: 16992 00 • SKYLIGHTS I 3000 0.68 0.59 53.14 EXTERIOR ELEVATIONS id' • WINDOW WALL AND ALL OTHER GLAZING SYSTEMS I S1.10 COMPOSITE FOUNDATION PLAN LOWER LEVEL ISSUE DATE: mar03, 2018 Q Si.] ) COMPOSITE FOUNDATION PLAN MAIN LEVEL S4.01 PARTIAL PLANS ELEVATORS 8. CONTINUOUSLY MOIST CURE CONCRETE SLABS-ON-GRADE FOR 7 DAYS MINIMUM; Jurisdiction Stamp Area U EXTERIOR CLADDING SYSTEMS ACCEPTABLE MEANS INCLUDE WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE S1.13 COMPOSITE UPPER AUX LEVEL FLOOR FRAMING PLAN F- d I STAIRS, LADDERS, LANDINGS, AND HANDRAIL/GUARDRAILS NOT DETAILED IN THE I COVERS, AND MOISTURE RETAINING COVERS. CURING COMPOUNDS ARE NOT ACCEPTABLE. S1.14 COMPOSITE UPPER LEVEL FLOOR & ROOF FRAMING PLAN 55.01 CONCRETE DETAILS STRUCTURAL DRAWINGS111 51.15 COMPOSITE UPPER ROOF FRAMING PLAN S5.02 CONCRETE DETAILS ,c6 I • STEEL OPEN WEB JOISTS I9. CONCRETE FILL THICKNESSES SHOWN ON THE FRAMING PLANS ARE MINIMUM THICKNESSES. CO�, PROVIDE ADDITIONAL CONCRETE FILL AS NECESSARY TO COMPENSATE FOR FRAME, DECK, S5.03 CONCRETE DETAILS [�f, L SOLAR PHOTOVOLTAIC ARRAYS AND THEIR CONNECTIONS AND FORMWORK DEFLECTIONS TO ACHIEVE SPECIFIED SURFACE FLATNESS AND LEVELNESS S2.11 MAIN LEVEL FOUNDATION PLAN -AREA N1 55.06 CONCRETE DETAILS 5. COORDINATE SEISMIC RESTRAINT OF MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS. 52.12 MAIN LEVEL FOUNDATION PLAN - AREA N2 S5.07 CONCRETE DETAILS H EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS 10. NON-SHRINK GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 7000 PSI. 52.21 UPPER LEVEL FLOOR & ROOF FRAMING PLAN - AREA N 1 TO THE STRUCTURE SHALL CONFORM TO OSSC SECTION 1613. A. ACCEPTABLE PRODUCTS FOR GENERAL USE: S2.22 UPPER LEVEL FLOOR & ROOF FRAMING PLAN - AREA N2 S6.01 STEEL DETAILS 6. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD • EUCLID CHEMICAL COMPANY "EUCO NS" 52.31 UPPER ROOF FRAMING PLAN - AREA Ni S6.02 STEEL DETAILS12 TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE • L&M "CRYSTEX" 52.32 UPPER ROOF FRAMING PLAN - AREA N2 S6.06 STEEL DETAILS ARCHITECT PRIOR TO CONSTRUCTION. • MASTER BUILDERS"MASTERFLOW 713" S2.41 LOWER LEVEL FOUNDATION PLAN-AREA S1 S6.51 METAL DECK DETAILS • FIVE STAR GROUT 52.42 LOWER LEVEL FOUNDATION PLAN-AREA S2GENERAL B. ACCEPTABLE PRODUCTS FOR HIGH FLUIDITY OR INCREASED PLACING TIME: 52.51 MAIN LEVEL FDN. & UPPER AUX FLOOR FRAMING PLAN-AREA S1 57.01 METAL STUD DETAILS • EUCLID CHEMICAL COMPANY"EUCO HI-FLOW GROUT' S2.52 UPPER AUX LEVEL FRAMING PLAN LEVEL AREA S2 57.51 WOOD DETAILS Z STRUCTURAL 5b WOOD DETAILS S2.53 UPPER AUX LEVEL FLOOR & UPPER ROOF FRAMING PLAN - AREA S1 57.52 WOOD DETAILS MASTER BUILDERS"MASTERFLOW 928" 52.54 ROOF FRAMING PLAN -AREA S2 S7. co Lc) 52.71 MAIN LEVEL FOUNDATION PLAN -AREA El l '''- NOTES 52.72 ROOF FRAMING PLAN AREA El 58.01 BRBF DETAILS J c� S8.02 BRBF DETAILS co 0 o N 2 sorol O NIII CO 0 GENERAL STRUCTURAL NOTES (CONT. ) bassetti I XII. PREFABRICATED WOOD PRODUCTS XIII. STRUCTURAL STEEL XVI. OPEN WEB STEEL JOIST AND JOIST GIRDERS XX. STAIRS, RAILINGS, AND MISCELLANEOUS METALS architects 1. GLUED-LAMINATED MEMBERS: 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED: 1. DESIGN, FABRICATE, AND INSTALL JOISTS AND JOIST GIRDERS IN CONFORMANCE WITH THE 1. STAIRS, INCLUDING LANDINGS AND RAILING SYSTEMS, NOT DETAILED IN THE STRUCTURAL A. SHALL BE FABRICATED IN ACCORDANCE WITH ANSI A190.1, AMERICAN NATIONAL GOVERNING CODE AND THE LATEST VERSION OF STEEL JOISTS: K-SERIES, LH-SERIES, DLH-SER1ES, DRAWINGS ARE DESIGN-BUILD COMPONENTS AND SHALL BE DESIGNED BY THE SECTIONS TYPE AND JOIST GIRDERS, PUBLISHED BY THE STEEL JOIST INSTITUTE (SJI). CONTRACTOR OR STAIR SUPPLIER. THE DESIGN SHALL INCLUDE SECONDARY FRAMING AND STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER, OR OTHER CODE-APPROVED CONNECTIONS TO THE PRIMARY STRUCTURE. 721 NW 9TH Ave, Suite 350 DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. ROLLED SHAPES 2. DESIGN JOISTS AND JOIST GIRDERS FOR UNIFORM LOADS, CONCENTRATED LOADS, AND Oregon 97209 B. EACH MEMBER SHALL BEAR AN RITC OR APA-EWS IDENTIFICATION MARK OR BE WIDE FLANGES ASTM A992 AXIAL LOADS INDICATED ON PLAN AND IN THE DETAILS. SEE 1/0.02 FOR TYPICAL LOADING 2. DESIGN AND PROVIDE MISCELLANEOUS METALS INDICATED IN THE ARCHITECTURAL Portland, g CHANNELS, ANGLES, &OTHER SHAPES ASTM A36 DIAGRAM. JOIST SIZES INDICATED IN THE DRAWINGS ARE FOR STANDARD LOADING ONLY. DRAWINGS AND THAT ARE DETERMINED TO BE NECESSARY TO SUPPORT ARCHITECTURAL T (206) 340 9500 F (206) 340 9519 ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. PLATES FINISHES OF OTHER BUILDING SYSTEMS. C. ONE COAT OF END SEALER SHALL BE APPLIED TO CUT EDGES/ENDS IMMEDIATELY AFTER COLUMN BASE PLATES ASTM A36, U_O.N 3. THE JOIST AND JOIST GIRDER MANUFACTURER SHALL DESIGN FRAMING AND SUBMIT TRIMMING (IN SHOP OR IN FIELD). BEAM SHEAR CONNECTION PLATES ASTM A36 DRAWINGS AND CALCULATIONS STAMPED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED 3. REFER TO THE SECTION 'DEFERRED STRUCTURAL SUBMITTALS' FOR REQUIREMENTS FOR STAIR, BEAMS &COLUMN CONTINUITY PLATES ASTM A572, GR 50 IN THE STATE OF OREGON TO THE OWNER'S REPRESENTATIVE AND BUILDING OFFICIAL FOR LANDINGS, RAILINGS AND MISCELLANEOUS METALS SYSTEMS THAT ARE DESIGN-BUILD D. BEAMS SHALL BE WESTERN SPECIES FRAMING WITH APPEARANCE CLASSIFICATIONS AS BEAMS &COLUMN STIFFENER PLATES ASTM A572, GR 50 REVIEW AND APPROVAL. COMPONENTS. IN ADDITION,THE FOLLOWING SHALL APPLY TO ALL STAIRS, RAILINGS AND CIVIL ENGINEER & LANDSCAPE FOLLOWS: MISCELLANEOUS METALS SYSTEMS: Cardno DECK CLOSURE PLATES ASTM A36 4. MAXIMUM DESIGN DEFLECTIONS SHALL BE LESS THAN: LOCATION APPEARANCE CLASSIFICATION OTHER ASTM A572, GR 50 • FRAMING AND CONNECTIONS DESIGNED BY OTHERS SHALL NOT APPLY MOMENTS TO 6720 SW Macadam Ave Suite 200, CONCEALED INDUSTRIAL STEEL PIPE ASTM A53 GRADE B ROOF TRUSSES SLAB EDGES OR LATERAL LOADS TO STEEL BEAMS, NOR SHALL THEY INTRODUCE Portland, OR 97219 EXPOSED TO VIEW ARCHITECTURAL COLD FORMED A. L/240 FOR DEAD PLUS LIVE LOADS, 'L' =SPAN LENGTH TORSIONAL LOADING INTO STEEL BEAMS OR COLUMNS. DESIGN AND PROVIDE T(503)-419-2500 E. BEAM STRENGTH PROPERTIES: HOLLOW STRUCTURAL SECTION (HSS) ASTM A500 GRADE B B. L/360 FOR LIVE LOAD ONLY BRACING, REINFORCING,TIES, AND OTHER ELEMENTS NECESSARY TO RESIST LATERAL STAINLESS STEEL SHAPES, PLATES AND BARS ASTM A276 5. DESIGN STEEL ROOF JOISTS AND BOTTOM CHORD BRACING FOR THE WIND UPLIFT LOADS LOADS AND LOAD ECCENTRICITIES. STRUCTURAL ENGINEER FLEXURAL MODULUS HORIZONTAL BOLTS ASTM A325N SHOWN IN SECTION 11.5 OF THE GENERAL STRUCTURAL NOTES, OR ON PLAN. THE LOAD COMBINATION SYMBOL VERIFY THE INTEGRITY OF THE CONNECTIONS TO THE PRIMARY STRUCTURE INCLUDING Catena Engineers STRESS, Fb OF ELASTICITY SHEAR STRESS, Tv MACHINE BOLTS ASTM A307LARGESTON (SPECIES) USE CAUSING THE ACTIONS THE JOISTS SHALL CONTROL. (PSI) (PSI) (PSI) ANCHOR BOLTS & RODS ASTM F1554 GRADE 55 LOCALIZED STRESSES IN THE PRIMARY STRUCTURE RESULTING FROM THE FORCES 1500 NE Irving St., Suite 412 24F-V4 (DF/DF) SIMPLE 2,400 1,800,000 240 THREADED AND HANGER ROD ASTM A572, GR50 6. JOIST AND JOIST GIRDER SEAT DEPTHS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: TRANSFERRED THROUGH THE CONNECTIONS. Portland, OR 97232 JOIST TYPE AT STEEL DECK T(503)-467-4980 CONTINUOUS WELDED HEADED SHEAR STUD MECHANICAL ELECTRICAL & 24F-V8 (DF/DF) OR 2,400 1,800,000 240 LH SERIES 8 INCHES CONNECTORS &THREADED WELD STUDS ASTM A 108, GRADE 1015 THROUGH 1020 XXI. ANCHORED MASONRY VENEER PLUMBING ENGINEER CANTILEVER NUTS FOR BOLTS AND MACHINE BOLTS ASTM A563 7. PROVIDE BRIDGING AND LATERAL BRACING OF THE BOTTOM CHORD OF JOIST GIRDERS IN F. -IANGERS SHALL BE SIMPSON MEG, UNLESS OTHERWISE INDICATED OR AS APPROVED BY HARDENED WASHERS ASTM F436 ACCORDANCE WITH SJI REQUIREMENTS. 1. INSTALL ANCHORS SUCH THAT THERE IS AT LEAST ONE ANCHOR FOR EACH 2.0 SQ FT OF Glumac THE STRUCTURAL ENGINEER OF RECORD. UNHARDENED WASHERS ASTM F844 8. PROVIDE CEILING EXTENSIONS ON JOIST BOTTOM CHORDS WHERE CEILINGS ARE INDICATED WALL AREA. IN ADDITION TO THE AREA REQUIREMENT, INSTALL ANCHORS AT A SPACING 900 SW Fifth Ave.. Suite 1600 PLAIN WASHERS ANSI B18.22.1 ON THE ARCHITECTURAL DRAWINGS. OF NO GREATER THAN 32'o.c. HORIZONTALLY AND 18"o.c. VERTICALLY. PROVIDE Portland, OR 97204 G. ADHESIVE SHALL BE WET USE EXTERIOR WATERPROOF GLUE. BEVELED WASHERS ANSI B18.23.1 ADDITIONAL ANCHORS AT ALL SIDES OF OPENINGS LARGER THAN 16" IN EITHER T(503)-227-5280 H. FIELD NOTCHING AND BORING OF MEMBERS ARE PROHIBITED UNLESS APPROVED BY THE DIRECTION AND AT VERTICAL EXPANSION/ISOLATION JOINTS;SPACE THESE ADDITIONAL STRUCTURAL ENGINEER OF RECORD. ANCHORS A MAXIMUM OF 36"o.c. AND WITHIN 12"OF THE OPENING EDGES. FOOD SERVICE CONSULTANT 2. HEADED SHEAR STUDS, DEFORMED BAR ANCHORS (DBA), STUDS FOR STUD RAIL ASSEMBLIES, XVII. MECHANICAL ANCHORS Webb Foodservice Design I. COLUMNS SHALL BE WESTERN SPECIES FRAMING WITH COMBINATION SYMBOL 24F-V4 AND AND THREADED WELD STUDS: 2. PROVIDE HORIZONTAL JOINT REINFORCEMENT OF NO. 9 (W1.7) WIRE HOT DIPPED, 3700 SE Lafayette Ct. APPEARANCE CLASSIFICATIONS AS FOLLOWS: A. HEADED STUDS SHALL BE NELSON SHEAR CONNECTOR STUDS (ICC #ESR-2856) WITH GALVANIZED FINISH, AT A MAXIMUM SPACING OF 18"o.c. VERTICALLY. MECHANICAL LOCATION APPEARANCE CLASSIFICATION FLUXED ENDS, OR APPROVED EQUIVALENT. 1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE SHALL BE KWIK BOLT TZ BY HILTI Portland, OR 97202 (ICC #ESR-1917), STRONG-BOLT 2 BY SIMPSON STRONG-TIE (ICC #ESR-3037), OR ANCHORS SHALL ATTACH TO WIRE REINFORCEMENT WITH CLIPS OR HOOKS. T(503)-236-8566 CONCEALED INDUSTRIAL B. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON D2L DEFORMED BAR ANCHOR POWER-STUD+SD2 STUD+SD2 BY DEWALT/POWERS (ICC #ESR-2502), UNLESS OTHERWISE NOTED, EXPOSED TO VIEW ARCHITECTURAL STUDS(ICC #ESR-2907), OR APPROVED EQUIVALENT. 3. VERTICAL EXPANSION/ISOLATION JOINTS IN ANCHORED MASONRY VENEER SHALL BE ACOUSTIC &AV CONSULTANT INSTALLED IN ACCORDANCE WITH THE ICC REPORT. 2. ENGINEERED COMPOSITE LUMBER: C. THREADED WELD STUDS SHALL BE NELSON CFL FULLY THREADED STUDS, OR APPROVED LOCATED AS SHOWN ON THE ARCHITECTURAL DRAWINGS, BUT NO FURTHER THAN EQUIVALENT. 2. SCREW ANCHORS INTO CONCRETE SHALL BE KWIK HUS-EZ BY HILTI (ICC #ESR-3027),TITEN EVERY 20'-0"o.c. MAXIMUM ALONG ANY WALL PLANE AND (1) WITHIN (2) MASONRY The Greenbusch Group A. PRODUCTS: LAMINATED VENEER LUMBER (LVL/MICROLAM), PARALLEL STRAND LUMBER D. STUDS AND DBA'S SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S HD BY SIMPSON STRONG-TIE (ICC #ESR-2713), OR WEDGE-BOLT+ BY DEWALT/POWERS, UNIT LENGTHS AT (1) SIDE OF EACH WALL CORNER. DO NOT RUN HORIZONTAL JOINT 1900 W. Nickerson St., Suite 201 (PSL/PARALLAM), AND LAMINATED STRAND LUMBER (LSL/TIMBERSTRAND), SIZE AND TYPE STANDARD EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S (ICC #ESR-2526) INSTALLED IN ACCORDANCE WITH THE ICC REPORT. REINFORCEMENT THROUGH VERTICAL EXPANSION/ISOLATION JOINTS. Seattle,WA 98119 INDICATED IN THE DRAWINGS, MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUIVALENT. RECOMMENDATIONS. T 206-378-0569 3. EXPANSION ANCHORS INTO GROUT-FILLED CONCRETE MASONRY SHALL BE KWIK BOLT B. BEAM STRENGTH PROPERTIES: 3 BY HILTI (ICC #ESR-1385) OR POWER-STUD+SD1 BY DEWALT/POWERS (ICC #ESR-2966), INSTALLED IN ACCORDANCE WITH THE ICC REPORT. COST CONSULTANT COMPOSITE LUMBER MODULUS OF ELASTICITY FLEXURAL STRESS, Fb 3. HEADED STUDS CONNECTED TO TOP BEAM FLANGES IN COMPOSITE DECK SHALL BE 3/4 4. SUBSTITUTION OF SPECIFIED ANCHORS BY OTHER PRODUCTS REQUIRES SUBMISSION OFA Construction Focus TYPE (PSI) (PSI) INCH DIAMETER AND SHALL EXTEND A MINIMUM OF 1 1/2 INCHES ABOVE THE TOP OF STEEL CURRENT REPORT FROM THE ICC EVALUATION SERVICE AND AN ENGINEERING ANALYSIS 740 Almaden St. LSL 1,550,000 2,325 DECK, UNLESS OTHERWISE NOTED. SUBSTANTIATING THE EQUIVALENCE OF THE PROPOSED SUBSTITUTION. Eugene, OR 97402 4. HOT-DIP GALVANIZE STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO 5. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. T 541-686-2031 LVL 1,900,000 2,600 THE WEATHER IN ACCORDANCE WITH ASTM A123 AND ASTM A153. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, UNLESS PSL 2,000,000 2,900 OTHERWISE NOTED. 5. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED BUILDING ARE 6. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING O C. FLEXURAL STRESS VALUES ARE FOR 12 INCH DEEP MEMBERS. DEEPER MEMBERS SHALL BE DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (HESS). DESIGNED FOR REDUCED STRESSES IN ACCORDANCE WITH THE MANUFACTURER'S PLATES, MEMBERS, AND OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS. REQUIREMENTS. 6. ARC WELDING ELECTRODES/FILLER METALS SHALL BE LOW HYDROGEN TYPES E7XTX, E7XTXX OR 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE E70XXX MINIMUM AS APPLICABLE. HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR 3. PRE FABRICATED WOOD I-JOISTS: ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE J A. DESIGN OF THE PRE-FABRICATED WOOD I-JOIST SYSTEM SHALL BE THE RESPONSIBILITY OF (SFRS) SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN CLAUSE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK 0 THE CONTRACTOR. 6.3 OF AWS Dl.8/D1.8M, EXCEPT:SUBCLAUSES 6.3.5, 6.3.6, 6.3.7, AND 6.3.8 APPLY ONLY TO GROUT. IF SHIFTING THE ANCHOR OR DOWEL AS DESCRIBED ABOVE IS NOT B. PRE-FABRICATED WOOD I-JOISTS SHALL BE OF THE SIZE AND TYPE INDICATED IN THE DEMAND CRITICAL WELDS. MEMBERS OF THE SFRS INCLUDE ALL MEMBERS OF BRACED PRACTICABLE, CONTACT THE ENGINEER OF RECORD FOR AN ACCEPTABLE LOCATION. DRAWINGS, MANUFACTURED BY REDBUILT OR AN APPROVED EQUIVALLENT. CONFORM FRAMES AND OTHER MEMBERS NOTED ON PLAN. DEMAND CRITICAL WELDS ARE REQUIRED W 8 MINIMUM EMBEDMENT DEPTH OF ANCHORS SHALL BE AS FOLLOWS, UNLESS TO APA-EWS STANDARD PRI-400, PERFORMANCE STANDARD FOR APA-EWS I-JOISTS. ICC WHERE NOTED IN DETAILS. OTHERWISE NOTED: ❑ APPROVED ALTERNATES ARE ELIGIBLE FOR CONSIDERATION PROVIDED THAT THEY ARE 7. WELDERS SHALL BE CERTIFIED BY AWS AND THE AUTHORITY HAVING JURISDICTION. COMPATIBLE WITH PROJECT LOAD CAPACITY, DIMENSIONAL, AND FIRE-RESISTANCE- ANCHOR DIA. EMBEDMENT iN CONCRETE EMBEDMENT IN MASONRY 8. COORDINATE SHOP AND FIELD WELD LOCATIONS. IN GENERAL, NO ATTEMPT HAS BEEN MADE RATING REQUIREMENTS, AND HAVE A MINIMUM WIDTH OF 2 INCHES;SUBJECT TO 1/4 INCH - 2 INCHES REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. TO DIFFERENTIATE BETWEEN SHOP AND FIELD WELDING OPERATIONS. WHERE FIELD WELDING IS 7 INDICATED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE ONLY. 3/8 INCH 2 INCHES 2 1/2 INCHES Z C. MANUFACTURER SHALL PROVIDE STRUCTURAL CALCULATIONS AND SHOP DRAWINGS 1/2 INCH 31/4 INCHES 31/2 INCHES SHOWING LAYOUT AND DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT OF 9. PROVIDE NATURAL CAMBER UP UNLESS OTHERWISE NOTED, EXCEPT AT CANTILEVERS. AT THE STRUCTURE. SHOP DRAWINGS SHALL INDICATE THE SIZE AND SPACING OF ALL MEMBERS. CANTILEVERS PROVIDE CAMBER SUCH THAT TIP OF CANTILEVER IS ABOVE FINAL ELEVATION. 5/8 INCH 4 INCHES 4 INCHES CALCULATIONS AND SHOP DRAWINGS SHALL BE SEALED AND SIGNED BY AN ENGINEER 10. SPLICE MEMBERS ONLY WHERE INDICATED. 3/4 INCH 4 3/4 INCHES 4 3/8 INCHES LICENSED IN THE STATE OF OREGON. 9. ANCHORS SPECIFICALLY IDENTIFIED IN DETAILS SHALL BE USED. NO SUBSTITUTIONS PERMITTED. D D. IN ADDITION TO SELF-WEIGHT,THE PRE-FABRICATED WOOD I-JOIST SYSTEM SHALL BE 1 1. STEEL MEMBERS DESIGNATED AS 'KINKED' SHALL BE COMPRISED OF (2) OR MORE STRAIGHT M DESIGNED TO RESIST THE FOLLOWING MINIMUM LOADS: SEGMENTS THAT HAVE THE SAME SECTION PROPERTIES WITH VARYING SLOPES THAT FORM A LLJ SINGLE STRUCTURAL MEMBER; JOIN SEGMENTS OF KINKED MEMBERS TOGETHER WITH AWS XVIII. ADHESIVE ANCHORS AND DOWELS SNOW LOAD =27 PSF PREQUALIFIED COMPLETE JOINT PENETRATION (CJP} WELD. '"'""I DEAD LOAD= 25 PSF 12. STEEL FRAMING DEFLECTION DURING CONCRETE PLACEMENT OVER METAL DECK: 1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE SHALL BE HIT RE-500-V3 BY HILTI E. PRE-FABRICATED WOOD I-JOIST SYSTEM DESIGN SHALL CONFORM TO THE FOLLOWING (ICC #ESR-3814), SET-XP BY SIMSPON STRONG-TIE (ICC #ESR-2508), OR PURE 110+ BY LL MINIMUM DEFLECTION AND PERFORMANCE CRITERIA: DEWALT/POWERS (ICC #ESR-3298). MINIMUM EMBEDMENT DEPTH FOR ANCHORS LL SNOW LOAD = L/360 AND DOWELS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: DEAD+SNOW LOAD= L/240 COLUMN,TYP. CC ROD DIA. EMBEDMENT BAR SIZE EMBEDMENT F. PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ROOF0 JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING WIND UPLIFT SPECIFIED IN THE 3/8 INCH 4 INCHES #3 5 INCHES 5 GENERAL STRUCTURAL NOTES UNLESS OTHERWISE INDICATED IN THE DRAWINGS. 1/2 INCH 6 INCHES #4 6 1/2 INCHES LL 5/8 INCH INCHES #5 8 INCHES G. MANUFACTURER SHALL DESIGN AND FURNISH WOOD I-JOIST CONNECTIONS NECESSARY 3/4 INCH 7 INCHES #6 10 INCHES 0 (IF ANY) TO TRANSMIT DESIGN LOADS. CONNECTION HARDWARE SHALL BE SIMPSON OR 7/8 INCH 9 INCHES #7 12 INCHES 0 APPROVED EQUIVALENT. 1 INCH 11 INCHES #8 14 INCHES 0 H. MANUFACTURER SHALL VISIT THE JOB SITE AS NECESSARY TO VERIFY PROPER INSTALLATION OF N. 0 THE SYSTEM. MANUFACTURER SHALL PROVIDE WRITTEN VERIFICATION OF PROPER 2 ANCHORS INSTALLED INTO GROUT FILLED MASONRY UNITS SHALL BE HIT HY 70 BY HILTI (ICC 0 GIRDER,TYP. " #ESR-2682). MINIMUM EMBEDMENT DEPTH FOR ANCHORS SHALL BE AS FOLLOWS, UNLESS INSTALLATION TO THE ARCHITECT. N, i i N. OTHERWISE NOTED: 00 N. ROD DIA. EMBEDMENT `\ N. BEAM, TYP. N. 3/8 INCH 3 3/8 INCHES 0 1/2 INCH 41/2 INCHES 0 5/8 INCH 5 5/8 INCHES N 3/4 INCH 6 3/4 INCHES ` 3. ANCHORS SHALL BE ASTM A36 THREADED RODS WITH ASTM A 563 GRADE A NUTS AND ANSI N. \ LOW POINT Bl8.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ASTM A 563 GRADE DH HEAVY HEX NUTS N. .-- AND ASTM F 436 WASHERS SHALL BE PROVIDED AT ANCHORS DESIGNATED AS ASTM A193. \ \ -, / 4. DOWELS SHALL BE ASTM A615 GRADE 60 REINFORCING STEEL. C # REVISIONS DATE 5. REMOVE GREASE, OIL, RUST, AND OTHER LAITANCE FROM RODS AND DOWELS PRIOR w \ . TO INSTALLATION. 0- 6. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING LV PLATES, MEMBERS, AND OTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS. i ' 1 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE (J) LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR CO DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL - AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF • DEFLECTION OF METAL DECK, BEAMS, AND GIRDERS DURING CONCRETE PLACEMENT SHIFTING THE ANCHOR OR DOWEL AS DESCRIBED ABOVE IS NOT PRACTICABLE, CONTACT IS NORMAL AND EXPECTED. THE ENGINEER OF RECORD FOR AN ACCEPTABLE LOCATION. J • ENSURE THAT FLOOR AND ROOF AREAS THAT ARE DESIGNED TO BE LEVEL, AS INDICATED 8. ANCHORS SPECIFICALLY IDENTIFIED IN DETAILS SHALL BE USED. NO SUBSTITUTIONS PERMITTED. Z IN THE DRAWINGS, ARE CONSTRUCTED LEVEL WITHIN EACH BAY. O • ENSURE THAT ROOF AREAS THAT ARE DESIGNED TO BE SLOPED, AS INDICATED IN THE XIX, COLD-FORMED STEEL FRAMING DRAWINGS, ARE CONSTRUCTED TO BE STRAIGHT (FLAT) SLOPES WITHIN EACH BAY. Z 1. PROCURE COLD-FORMED STEEL FRAMING MEMBERS INDICATED ON THE STRUCTURAL Q DRAWINGS FROM A SINGLE MANUFACTURER BELONGING TO THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). INSTALL PRODUCTS IN ACCORDANCE WITH THE I- TIGARD TUALATIN SD XIV. METAL DECKING MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE CONTRACT J DOCUMENTS. PRODUCTS SHALL BE FORMED FROM STEEL HAVING A MINIMUM YIELD STRESS OF 33 KSI FOR 43 MIL MATERIAL AND 50 KSI FOR 54, 68 AND 97 MIL MATERIAL. O TIGARD 1. METAL FLOOR AND ROOF DECK SHALL HAVE MINIMUM SECTION PROPERTIES SHOWN ON SHEET S6.51. METAL DECK WITH CONCRETE TOPPING SHALL BE COMPOSITE. PRODUCTS SHALL MEET THE CURRENT EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL wH I G H 2. FLOOR AND ROOF DECK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653 COATING STRUCTURAL MEMBERS. CLASS G60. REPAIR DAMAGED COATING. 2. PROVIDE STUDS,TRACKS AND OTHER MEMBERS OF THE SIZE, MIL THICKNESS (GAGE) AND 0 3. INSTALL METAL DECK CONTINUOUS OVER THREE SPANS MINIMUM WHERE PRACTICABLE. SPACING INDICATED ON THE DRAWINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE C C H O O L TERMINATE ENDS OF METAL DECK OVER SUPPORTS. CANTILEVER OF METAL DECK AT OPENING MANUFACTURER'S RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL `J EDGES AND BUILDING PERIMETER EDGES IS ACCEPTABLE AS INDICATED IN THE DRAWINGS. MOMENT CAPACITY OF THE STUDS. PROVIDE STRUCTURAL FRAMING ACCESSORIES FORMED O FROM STRUCTURAL QUALITY STEEL HAVING MINIMUM YIELD STRENGTH OF 50 KSI WITH MINIMUM PROTECTIVE COATING EQUIVALENT TO ASTM A653/A653M G60 GALVANIZED COATING. BASIS OF DESIGN CONNECTION MANUFACTURER:THE STEEL NETWORK, INC. XV. BUCKLING-RESTRAINED BRACES 3. SHEET METAL SCREWS SHALL BE ELCO DRILL-FLEX, HILTI KWIK-FLEX, OR APPROVED EQUIVALENT. UJ 9 00SSW RD, RD 4 POWDER-DRIVEN FASTENERS SHALL BE HILTI X-U. WELDING SHALL CONFORM WITH AWS D1.3 I- 1. BUCKLING-RESTRAINED BRACE (BRB) MAXIMUM STEEL CASING SIZES SHALL BE AS 4. STEEL SHEETS SHALL BE ASTM A1003 STRUCTURAL GRADE 33 (GRADE 230) TYPE H AND HAVE JOB NO: 16992.00 INDICATED IN THE STRUCTURAL DRAWINGS. THE MINIMUM BASE STEEL THICKNESS INDICATED ON THE DRAWINGS. SHEETS LESS THAN 12" Z 2. BRB STEEL CORES SHALL CONFORM TO THE FOLLOWING: WIDE SHALL NOT BE USED. 1 ISSUE DATE: mar 03, 2018 A. ASTM A36 OR EQUIVALENT. Jurisdiction Stamp Area H B. MINIMUM BRACE YIELD FORCE: Py MIN. =38 KSI x Asc I i MAXIMUM BRACE YIELD FORCE: Py MAX. = 46 KSI x Asc L_1 1 ADJUSTED BRACE STRENGTH IN COMPRESSION = 13 x co x Ry x Py MAX. ADJUSTED BRACE STRENGTH IN TENSION =co x Ry x Py MAX. WHERE: H l3ca < 1.51 co < 1.4 Ry = 1.0 3. GUSSET PLATES, CONNECTION OF BRB TO GUSSET PLATES, AND CONNECTION OF L.L GUSSET PLATES TO COLUMNS, BEAMS, AND BASE PLATES ARE THE RESPONSIBILITY L1.J OF THE BRB SUPPLIER. CONNECTIONS SHALL BE DESIGNED TO RESOLVE LOADS r1 CONCENTRICALLY THROUGH WORK-POINTS IDENTIFIED IN THE STRUCTURAL •L GENE RAL DRAWINGS. THE BRB SUPPLIER SHALL PROVIDE BASE PLATE EXTENSIONS, COLUMN z DOUBLER PLATES, AND BEAM STIFFENERS AS NECESSARY TO RESIST THE APPLIED STRUCTURAL CONNECTION FORCES; CONNECTION OF SUCH ELEMENTS TO COLUMNS, BEAMS, 0 AND BASE PLATES IS THE RESPONISBILITY OF THE BRB SUPPLIER. CID LO ,..6NOTES (CONT.) co eri co J E N Q c., S0 . 02 bassetti architects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER SYMBOLS & ABBREVIATIONS Catena Engineers 1500 NE Irving St., Suite 412 Portland, OR 97232 T(503)-467-4980 ANNOTATION SYMBOLS ABBREVIATIONS MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 GRID LINES WORK POINT COLUMNS (PLAN) # NUMBER OR POUNDS L OR 2L ANGLE OR DOUBLE ANGLE Portland, OR 97204 & AND LB CELLULAR BEAM T(503)-227-5280 W.P. I WIDE FLANGE COLUMN @AT LD DEVELOPMENT LENGTH LLH LONG LEG HORIZONTAL FOOD SERVICE CONSULTANT « A.B. ANCHOR BOLT LLV LONG LEG VERTICAL Webb Foodservice Design WORK POINT OF CONNECTION; ° — HSS COLUMN ADD'L ADDITIONAL LOC LOCATION A J POINT WHERE FORCES ARE RESOLVED 3700 SE Lafayette Ct. ADJ. ADJACENT LONG. LONGITUDINAL Portland, OR 97202 0 = HSS OR PIPE COLUMN ALT. ALTERNATE L,P, LOW POINT T(503)-236-8566 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LS LAP SPLICE AOR ARCHITECT OF RECORD LSH LONG SIDE HORIZONTAL ACOUSTIC &AV CONSULTANT APPROX. APPROXIMATE LSV LONG SIDE VERTICAL LEVEL LINE SLAB DEPRESSIONS (PLAN) BEAM DESIGNATIONS (PLAN) ARCH. ARCHITECTURAL DOCUMENTS LSL LAMINATED STRAND LUMBER (TIMBER STRAND) The Greenbusch Group ASC AREA OF STEEL CORE LT LIGHT 1900 W. Nickerson St., Suite 201 W16X31 c=X"� AMOUNT OF BEAM ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS LVF LOW-VELOCITY FASTENER Seattle,WA 98119 SECOND FLOOR AWG AMERICAN WIRE GAUGE LVL LAMINATED VENEER LUMBER (MICROLAM) T 206-378-0569 { { CAMBER AT MID-SPAN EL: 123' -0" DEPTH OF DEPRESSION IN SLAB ) ) AWS AMERICAN WELDING SOCIETY INDICATES ELEVATION OF M MISCELLANEOUS SHAPE COST CONSULTANT SURFACE RELATIVE TO DATUM0 BF BRACED FRAME MAX. MAXIMUM W 16X31 /{ ADDITIONAL INCREASE OR BLDG BUILDING M.B. MACHINE BOLT Construction Focus BOUNDARY OF DEPRESSION IN {) ( 2) ) DECREASE IN TOP OF BLKG BLOCKING MC CHANNEL (OTHER THAN AMERICAN STANDARD) 740 Almaden St. SLAB; REFER TO ARCHITECTURAL STEEL ELEVATION BM BEAM MECH. MECHANICAL Eugene, OR 97402 REFERENCED ELEVATION I DRAWINGS FOR DIMENSIONS, U.O.N. B.O. BOTTOM OF MEP MECHANICAL, ELECTRICAL, PLUMBING DOCUMENTS T 541 6$62031 W16X31 [13] { NUMBER OF EQUALLY SPACED BOTT. BOTTOM MF MOMENT FRAME SHEAR STUD CONNECTORS; BRB BUCKLING RESTRAINED BRACE MFR MANUFACTURER Z DESCRIPTION OF REFER TO METAL DECK DETAILS BRBF BUCKLING RESTRAINED BRACED FRAME MIN. MINIMUM o / REFERENCED POINT �!�.�'. „,,,,, STEP OR SLOPE IN T.O. STEEL SLAB OR DECK MISC. MISCELLANEOUS C CHANNEL (AMERICAN STANDARD) M.O. MASONRY OPENING EL:46' 6” CDF CONTROLLED DENSITY FILL MU METAL ELEVATION OF POINT �� BOTTOM FLANGE BRACES 1 ' CG CENTER OF GRAVITY ABOVE DATUM � � {) W {) CIP CAST-IN-PLACE N NORTH J C.J. CONSTRUCTION JOINT OR CONTROL JOINT (N) NEW O -- BENT (KINKED) BEAM CJP COMPLETE JOINT PENETRATION N.F. NEAR FACE c �` ( CL CENTERLINE N.I.C. NOT IN CONTRACT REVISION METAL DECK ORIENTATION (PLAN) ) ) CLR CLEAR No. NUMBER — REVISION NUMBER; REFER TO CMU CONCRETE MASONRY UNIT NOM. NOMINAL DIAMETER 0 A REVISION HISTORY ON TITLE ORIENTATION OF BLOCK OF EACH SHEET BEAM PENETRATION, COL. COLUMN N.S. NEAR SIDE METAL DECK RIBS REFER TO STEEL DETAILS CONC. CONCRETE N.T.S NOT TO SCALE CONN. CONNECTION .---13 X"x X"---.- SIZE OF BEAM OPENING +11141C III CONT. CONTINUOUS o.c. ON CENTERCD 7 " CP COMPLETE PENETRATION O.D. OUTSIDE DIAMETER (DIM.) Z �� DISTANCE OF CL OF OPENING TO OPP, OPPOSITE HAND KEYED NOTE X ° MID DEPTH OF BEAM; NO VALUE d PENNY (NAIL SIZE) or REINFORCING BAR DIAMETER OWJ OPEN WEB JOIST 0 INDICATES A DISTANCE OF ZERO (0") DBA DEFORMED BAR ANCHOR J 3 ; REFER TO LIST OF KEYED �\ W - LOCATION OF CL OF DBL DOUBLE P.A.F. POWDER ACTUATED FASTENER DECK & SLAB LIMITS / DEMO DEMOLITION or DEMOLISH PC, PCS PIECE, PIECES NOTES ON EACH SHEET 1 OPENING DIA. or 0 DIAMETER PDF POWDER DRIVEN FASTENER M�M DECK & SLAB CONTINUE DIAG. DIAGONAL PERP. PERPENDICULAR W DIM. DIMENSION PL PLATE J DETAIL (PERPENDICULAR TO VIEW) COLLECTOR CONNECTIONS (PLAN) DIST. DISTANCE PLF POUNDS PER LINEAR FOOT J DN DOWN P.P. PARTIAL PENETRATION -4 H do DITTO OR REPEAT PR PAIR D PSI POUNDS PER SQUARE FOOT VIEW REFERENCE OPENING (PLAN OR ELEVATION) o II--5 (E) EXISTING PSF POUNDS PER SQUARE INCH Alk,� DIRECTION OF VIEW OPENING IN FLOOR SLAB `'��L EA. EACH PSL PARALLEL STRAND LUMBER (PARALLAM) CC �., _.;_______/ (PLAN) OR WALL (ELEVATION) ) E.F. EACH FACE PT POINT o E.J. EXPANSION JOINT P.T. PRESSURE-TREATED or POST TENSIONED ---- SHEET REFERENCE f \ EL ELEVATION L • ELEC. ELECTRICAL R or RAD. RADIUS \ N . SHEAR CONNECTIONS (PLAN) ELEV. ELEVATOR R.A.D. REF. ARCH. DOCUMENTS o \ LIMITS OF OPENING EMBED EMBEDMENT REBAR REINFORCING BAR \- LINE OF SECTION CUT I- ----)f-- TYPICAL SHEAR CONNECTIONS EOR ENGINEER OF RECORD REF. REFER TO, REFERENCE / REFER TO STEEL DETAILS FOR EQ. EQUAL REINF. REINFORCEMENT 0 ° �� - VARIOUS CONDITIONS EQUIP. E.S. EQUIPMENT REQ'D REQUIRED O EACH SIDE RET. RETURN (PARALLELVIEW) SHEAR WALL (ELEVATION) EXP. EACH WAY EXPANSION REV. R.O. REVISE or ROUGH OPENING DETAIL TO �� CO EXT. EXTERIOR VIEW REFERENCE T S.C. SLIP CRITICAL Q INDICATES WALL THICKNESS MOMENT RESISTING CONNECTIONS (PLAN) F.F. FAR FACE SIM. SIMILAR FIN. FINISH(ED) S.M.S. SHEET METAL SCREW N FL. or FIR FLOOR S.O.G. SLAB-ON-GRADE I X VERT. F.O. FACE OF SPEC. SPECIFICATION ..- ill .18 X' BEAM-TO-BEAM MOMENT SHEET REFERENCE X HORIZ. CONNECTION; REFER TO F.O.C. FACE OF CONCRETE SQ. SQUARE ` 1 STEEL DETAILS F.O.M. FACE OF MASONRY SS or SST STAINLESS STEEL /� INDICATES WALL F.O.S. FACE OF STUDS STD STANDARD \, REINFORCEMENT MOMENT RESISTING FRP FIBER REINFORCED POLYMER STL STEEL CC #. AREA OF DETAIL F.S. FAR SIDE STRUCT. STRUCTURAL — BEAM-TO-COLUMN REVISIONS DATE H"1CONNECTION, REFER TO FT FOOT or FEET W STEEL DETAILS; CANTILEVER T TON, TONS 0- MEMBER MATCHES BACK GA. GAUGE T&B TOP AND BOTTOM ELEVATIONGALV BEAMTHRU ROUGH SHORING GALVANIZEDTHROUGH AND GROOVE t SPAN MEMBER, U.O.N GBGRADE U.O.N. W VIEW REFERENCE GL GLUED-LAMINATED MEMBER T.O. TOP OF w BRACED FRAME (PLAN) T.O.C. TOP OF CONCRETE rn AllikIllerD--- DIRECTION OF VIEW SHORING, HORIZ. HORIZONTAL T.O.M. MASONRY V J BY OTHERS ; BRACED FRAME H.P. HIGH POINT T.O.S. TOP OF STEEL HP BEARING PILE T.O. SLAB TOP OF STRUCTURAL SLAB SHEET REFERENCE H.S.B. HIGH STRENGTH BOLTS TRANS. TRANSVERSE J HSS HOLLOW STRUCTURAL SECTION TYP. TYPICAL 7 HT HEAVY TIMBER L U.O.N. UNLESS OTHERWISE NOTED O I.D. INSIDE DIAMETER URM UNREINFORCED MASONRY MATERIAL SYMBOLS INFO INFORMATION Z VERT. VERTICAL O SHOWN IN SECTION UNLESS OTHERWISE NOTED K KIP, KIPS V.I.F. VERIFY IN FIELD K.O. KNOCK-OUT KSI KIPS PER SQUARE INCH W or WF WIDE FLANGE >yx-N/\N- , / UNDISTURBED OR '', -• _ NEW CONCRETE / (E) CONCRETE '' '/ " STEEL, ROLLED SHAPES WI WITH I— TIGARD TUALATIN SD � � ��\� ENGINEERED SOIL, //./.,../././..\�\\� r•�r••r�r� ROCK FILL, GRAVEL - W/O WITHOUT BEARING �� a PLAN OR SECTION ///0 PLAN OR SECTION PLAN OR SECTION WD WOOD o TIGARD H i i-1 i FI FI-III= DISTURBED SOIL, PLAN OR SECTION_ NEW CMU (E) BRICK OR CMU STEEL (CONTINUED==>) W.P. WORK POINT SAND OR GROUT ..... ...... WT STRUCTURAL TEE (CUT FROM WIDE FLANGE) I-I Ill!, .,11 f-! NON BEARING 1.,::.-.-''.',.'-:_:-: ,-..:-::: :. _ PLAN OR SECTION PLAN OR SECTION Vj� WWF WELDED WIRE FABRIC w HIGH I WOOD FRAMING, I WOOD BLOCKING, I•'' iii i I. PLYWOOD XS EXTRA STRONG (STRUCTURAL PIPE) I CONTINUOUS DISCONTINUOUS XXS DOUBLE-EXTRA STRONG (STRUCTURAL PIPE) SC H OO L cc 0 cc UJ 9000 SW DURHAM RD. TIGARD, OR,97224 H. Z JOB NO: 16992.00 ISSUE DATE: mar 03,2018 i Jurisdiction Stamp Area F- �w V J I- 2 2 LL w SYMBOLS & o ABBREVIATIONS 0) o Ln F— COCO0 0 c) 2 S0 . 03 (-.1 -c-y-5 w ❑ SPECIAL INSPECTION & TESTING REQUIREMENTS TABLE 1 TABLE 2 (CONT.) TABLE 4 basset' REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED TESTING for SPECIAL INSPECTIONS architects I INSPECTION INSPECTION TESTING SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE 1 CODE or FREQUENCY REMARKS SYSTEM or MATERIAL CODE or FREQUENCY REMARKS REFERENCE STANDARD REFERENCE I STANDARD REFERENCE Continuous Periodic STANDARD IBCR CODE REFERENCE Continuous Periodic REFERENCE REFERENCE Continuous Periodic 721 NW 9TH Ave, Suite 350 SOILS FABRICATORS GEOTECHNICAL Portland, Oregon 97209 TABLE • GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF AISC 360 N3.2 AISC GEOTECHNICAL ENGINEER TO PERFORM T (206) 340 9500 F (206) 340 9519 GEOTECHNICAL INVESTIGATIONS 1705.6 SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 4 360 A3.4 ASTM TESTING OF COMPACTED FILL MATERIALS 1803 TESTING PER GEOTECHNICAL REPORT , 1803 OF THE GUIDELINES MATERIAL VERIFICATION OF ANCHOR STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS FILL IN-PLACE DENSITY OR VERIFY MATERIALS BELOW SHALLOW BOLTS AND THREADED RODS SPECIFIED INX BY THE GEOTECHNICAL ENGINEER TABLE BY THE GEOTECHNICAL PREPARED SUBGRADE DENSITY FOUNDATIONS ARE ADEQUATE TO ACHIEVE X CONSTRUCTION - - 1705.6 ENGINEER VARIES; CIVIL ENGINEER & LANDSCAPE THE DESIGN BEARING CAPACITY DOCUMENTS 1705.6 I i - - CLASSIFICATION VERIFY EXCAVATIONS ARE EXTENDED TO TABLE VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE SPECIFICATIONS MATERIAL VERIFICATION AND TESTING OF X BY THE GEOTECHNICAL ENGINEER Cardno PROPER DEPTH AND HAVE REACHED X -- 6720 SW Macadam Ave Suite 200, PROPER MATERIAL 1705.6 VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS CONTROLLED FILL Portland, OR 97219 - - - - INSPECTOR QUALIFICATIONS MATERIALS I T(503)-419-2500 TABLE • PERFORM CLASSIFICATION AND TESTING I ICC EVALUATION ISPECIAL INSPECTIONS APPLY TO DECKING CONCRETE 1705.6 X TESTING OF COMPACTED FILL MATERIALS (SEE TABLE 4) INSTALLATION OF COMPOSITE SLAB DECKING 1705.1.1 X OF COMPACTED FILL MATERIALS REPORT ASCE 9 TYPE, DEPTH, GAGE, AND FASTENING I - STRUCTURAL ENGINEER 1803.5.1 AT THE TIME FRESH CONCRETE IS SAMPLED FABRICATE SPECIMENS AT TIME FRESH CONCRETE I VERIFY USE OF PROPER MATERIALS, DENSITIES CHAPTER 3 TESTS,FABRICATE PERFORM S TO CIM STRENGTH 172 IS PLACED Catena Engineers TABLE SPECIAL INSPECTIONS APPLY TO DECKING TYPE, DEPTHAND AIR NTT TABLE ASTM C 31ACI X ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, OR 1500 NE Irving St., Suite 412 ICC AND LIFT THICKNESSES DURING PLACEMENT X BY THE GEOTECHNICAL ENGINEER AND GAGE, POWER ACTUATED FASTENERS, SCREWS, 1705.3 LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE, OR Portland, OR 97232 1705.6 INSTALLATION OF ROOF DECKING 1705.1.1 X TESTS, AND DETERMINE THE TEMPERATURE OF AND COMPACTION OF COMPACTED FILL EVALUATION 318: 5.6, 5.8LESS PRIOR TO PLACEMENT OF COMPACTED REPORT PROPRIETARY SIDE SEAM ATTACHMENTS, BUTTON THE CONCRETE - i FOR SLA S WALLS. ONCE EACH FT FOROMRIN-PLACEEA ; T(503)-467-4980 TABLE PUNCHES AND SHEAR CONNECTORS FILL, OBSERVE SUBGRADE AND VERIFY THAT 1705.6 X WORK OR FROM TEST PANEL AND MINIMUM ONE MECHANICAL ELECTRICAL & SITE HAS BEEN PREPARED PROPERLY. , WELDING STUDS EXCEPT AS CONTINUOUS INSPECTION IS NOT REQUIRED WHEN WELDS TABLE X INSTALLED WITH AN AUTOMATICALLY TIMED STUD WELDING CONCRETE STRENGTH 1705.3 ASTM C39 X SPECIMEN FOR EACH 50 CUBIC YARDS. PLUMBING ENGINEER NOTED OTHERWISE AISC 360 N6 AWS "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING Glumac MACHINE PER SECTION 7 OF AWS D1.1 (ONLY PERIODIC), � D 1.1 SECTION 7 - I ." TABLE 2 1705.2 (3) OFFICIAL900 SW Fifth Ave., Suite 1600 WELDING STUDS IN STRUCTURAL X CONCRETE SLUMP ASTM C143 X Portland,OR 97204 REQUIRED STRUCTURAL SPECIAL INSPECTIONS DIAPHRAGMS ALL WELDS_VISUALLY INSPECTED__ PER AWS D1.1 7.8.1 -_- - TABLE - CONCRETE AIR CONTENT 1705 3 ASTM C231 1 X T(503)-227-5280 INSPECTION WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 - _ - SYSTEM or MATERIALCODE or PROPRIETARY MOMENT RESISTING CONCRETE TEMPERATURE ASTM C1064 X F FOOD SERVICE CONSULTANT IBC CODE I FREQUENCY REMARKS FRAME CONNECTION SYSTEMS 1705.1.1 REFER TO WELDING AND HIGH STRENGTH BOLTING REQUIREMENTS (b) REFERENCE STANDARD - STEEL Webb Foodservice Design REFERENCE Continuous I Periodic COLD-FORMED STEEL FRAMING MT- AWS D1.1,6.14.4 3700 SE Lafayette Ct. FABRICATORS MATERIAL VERIFICATION OF WELD MAGNETIC PARTICLE (MT) AND ULTRASONIC 1705.2.2UT 100%OF WELDS Portland, OR 97202 X MANUFACTURER'S CERTIFIED TESST REPORTS (UT) TESTING OF WELDS UT- AWS Dl.l,6.138 MT 25%OF WELDS SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD- FILLER METALS AWS D1.3 SECTION 7 6.14.3 T(503)-236-8566 1704.2.5 X BEARING MEMBERS AND ASSEMBLIES FABRICATED ON THE VERIFYING USE OF PROPER WPS'S + X COPY OF WELDING PROCEDURE SPECIFICATIONS PRE-CONSTRUCTION TESTING OF AWS Dl.1 EACH SIZE AND TYPE THIS TESTING PERFORMED BY CONTRACTOR AND PREMISES OF A FABRICATORS SHOP. 1705.2.2 ACOUSTIC &AV CONSULTANT WELDING STUDS 7.7.1 OF STUD EACH SHIFT CONFIRMED BY SPECIAL INSPECTOR. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR DECKS 1705.2.2.1.1 AWS D1.3 X WELDING INSPECTION AND INSPECTOR QUALIFICATION STUD APPLICATION QUALIFICATION 1705.2.2 AWS D1.1 NON PREQUALIFIED THIS TESTING PERFORMED BY CONTRACTOR AND The Greenbusch Group MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL - 7.6 APPLICATIONS CONFIRMED BY SPECIAL INSPECTOR. _ 1900 W. Nickerson St., Suite 201 VERIFYING WELDER AND WELDING 1704.2.5.1 PROCEDURES AND SHALL REVIEW FOR COMPLETENESS AND 1705.2.2.1 X COPY OF QUALIFICATION CARDS RCSC SPECIFICATION Seattle,WA 98119 INSPECTOR QUALIFICATIONS _ EACH COMBINATION OF T 206-378-0569 ADEQUACY RELATIVE TO THE CODE REQUIREMENT. FOR STRUCTURAL DIAMETER, LENGTH, SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 ARE NOT WELDED FRAMING CONNECTIONS 1705.2.2.1 AWS D1.3 SECTION 7 X ALL WELDS VISUALLY INSPECTED PER AWS D1.3 7.1 PRE INSTALLATION VERIFICATION OF 1705.2.2 JOINTS USING ASTM PRETENSIONED HIGH STRENGTH BOLTS GRADE, AND LOT TO BE REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A WOOD A325 OR A490 BOLTS COST CONSULTANT FABRICATORS FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH SECTION 7 USED IN THE WORK FABRICATION OF PREFABRICATED REFER TO INSPECTION OF Construction Focus WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE STRUCTURAL ELEMENTS 1705.5 X FABRICATOR REQUIREMENTS MASTIC& INTUMESCENT FIRE-RESISTIVE COATINGS 740 Almaden St. BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN Eugene, OR 97402 1704.2.5.2 ' PROCEDURAL AND QUALITY CONTROL MANUALS AND 1. FABRICATION OF SHEAR WALLS AND THICKNESS 1705.14 AWCI TECHNICAL EACH 10,000 SF OF COATED T 541-686-2031 PERIODIC AUDITING OF FABRICATION PRACTICES BY A DIAPHRAGMS: MANUAL 12-B AREA EACH FLOOR LEVEL NATIONALLY RECOGNIZED ACCREDITING AUTHORITY. AT 1705.5.1 SMOKE CONTROL SYSTEMS z COMPLETION OF FABRICATION,THE APPROVED FABRICATOR A. VERIFY STRUCTURAL PANEL GRADE X LEAKAGE AND PRESSURE DIFFERENTIAL DETERMINED BY Z SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AND THICKNESS TABLE AND FLOW MEASUREMENT JURISDICTION 0 BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED 2306.2 (2) 1705.17.1 DETERMINED BY IN ACCORDANCE WITH THE APPROVED CONSTRUCTION 1705.5.1 DETECTION AND CONTROL VERIFICATION JURISDICTION DOCUMENTS. B. VERIFY NOMINAL SIZE OF FRAMING X MEMBERS AT ADJOINING PANEL EDGES TABLE MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS CONCRETE 2.306.2 (2) 0 SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, C. VERIFY NAIL OR STAPLE DIAMETER AND 1705.5.1 I ONE BAY PER FLOOR OR 1909.1 TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE LENGTH, NUMBER OF FASTENER LINES AND X FOR EACH 10,000 SF OF INSPECTION OF ANCHORS INSTALLED ACI 318:3.8.6, SPACING BETWEEN FASTENERS IN EACH TABLE AWCI TECHNICAL FLOOR, WHICHEVER TABLE X WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE IN HARDENED CONCRETE 1705.3 8.1.3. 21.1.8 AND ANCHOR, ADHESIVE EXPIRATION DATE, LINE AND AT EDGE MARGINS 2306.2 (2) THICKNESS 1705.14 MANUAL 12-B PROVIDES THE GREATEST w ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, ASTM Dl 186 NUMBER OF TESTS, TEST ONE ❑_ _ AND TIGHTENING TORQUE COLUMN, ONE PRIMARY BEAM, ONE SECONDARYCD REINFORCING STEEL AND 1705.3 ACI 318:3.5 TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; TABLE 3 BEAM, AND ONE TRUSS PRESTRESSING TENDON PLACEMENT 1910.4 ACt 318: 7.1 7.7 X SPACING LIMITS FOR REINFORCING ACI 7.6 PROTECTION REQUIRED ARCHITECTURAL SPECIAL INSPECTIONS z 1901.3.2 1 OF REINFORCEMENT PER ACI 7.7 EXTERIOR INSULATION AND FINISH SYSTEMS, WATER-RESISTIVE BARRIER COATING 1705.2.2.1.2 ACI 318: 3.5.2 REFER TO STEEL FOR WELDING REQUIREMENTS TABLE INSPECTION WELDING REINFORCING STEEL X - ASTM C297 1903.1 AWS D1.4 1705.2.2, ITEM 2b SYSTEM or MATERIAL CODE or FREQUENCY REMARKS ASTM D2247 _.J IBC CODE ASTM D2898 PLACEMENT OF BOLTS INSTALLED IN TABLE ACI 318: 1.3.2.0 ACI STANDARD REFERENCE Continuous Periodic CONCRETE 1705.3 318:8.1.3 ACI 318: X ALL BOLTS VISUALLY INSPECTED REFERENCE ASTM E72 A WATER RESISTIVE BARRIER COATING COMPLYING 1908.5 21.1.8 ACI 318- , MASTIC AND INTUMESCENT FIRE-RESISTIVE COATINGS ASTM E96 WITH ASTM E 2570 REQUIRES SPECIAL INSPECTION CO 1909.1 APPENDIX D APPROVED EXTERIOR INSULATION & FINISH SYSTEMS 1705.15 See ASTM __ ASTM E331 OF THE WATER-RESISTIVE BARRIER COATING WHEN SPECIAL INSPECTIONS APPLY TO CLEANLINESS AND TABLE ASTM E1233 INSTALLED OVER A SHEATHING SUBSTRATE. J CONDITIONS OF SUBSTRATE CONSTRUCTION X TEMPERATURE OF SUBSTRATE AND THE ACCEPTABILITY 1705.3 ASTM E2134 J DOCUMENTS OF PRIMED, PAINTED, OR ENCAPSULATED STEEL 1904 ACI 318: CHAPTER - ASTM E2485 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904.2 4 ACI 318: 5.2-5.4 X 1705.14 SPECIAL INSPECTIONS APPLY TO USE OF APPROVED ASTM E2570 1910.2 ' AWCI MATERIAL VERIFICATION, MATERIAL EXPIRATION, I„L 1910.3 APPLICATION TECHNICAL X HANDLING, STORAGE, MIXING, CONVEYANCE, METHOD TABLE AC1318: 1.32.D ' - MANUAL 12-B OF APPLICATION, PROTECTION, CURING, VENTILATION, CC CONCRETE PLACEMENT 1705.3 ACI 318:5.9 5.10 X THICKNESS, VOIDS REPAIR, CONDITION OF APPLICATION, O AND PATCHING CONCRETE PLACEMENT AT COMPOSITE ASCE 9, CHAPTER 3 X EXTERIOR INSULATION AND FINISH SYSTEMS SLABS TABLE APPROVED ALL EI FS APPLICATIONS EXCEPT FOR APPLICATIONS 0 CONCRETE/SHOTCRETE CURING 1705.3 ACI 318:5.11-5.13 XEIFS APPLICATION 1705.15 CONSTRUCTION X OVER WATER-RESISTIVE BARRIERS WITH A MEANS OF 0) 1910.9.1-3 DRAINING MOISTURE TO THE EXTERIOR OR OVER DOCUMENTS MASONRY OR CONCRETE WALLS O TABLE SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION _ _ -. VERIFICATION OF FORMWORK 1705.3 ACI 318: 6.1.1 X AND DIMENSIONS OF THE CONCRETE MEMBER BEING APPROVED Q FORMED CONSTRUCTION A WATER-RESISTIVE BARRIER COATING COMPLYING r WATER-RESISTIVE BARRIER 170515DOCUMENTS X . .1 WITH ASTM E2570 REQUIRES SPECIAL INSPECTION OF 00 MASONRY LEVEL A COATING APPLICATION MANUFACTURERS THE WATER-RESISTIVE BARRIER COATING WHEN "i- Table Table 1.19.1 -LEVEL A QUALITY ASSURANCE WRITTEN ASTM INSTALLED OVER A SHEATHING SUBSTRATE O TESTS E2570 INSTRUCTIONS N SMOKE CONTROL SYSTEMS NONE LEAKAGE TESTING AND DEVICE LOCATION PRIOR TO APPROVED CONCEALMENT PRESSURE DIFFERENCE TESTING, FLOW - -- INSPECTION CONSTRUCTION MEASUREMENTS AND DETECTION AND CONTROL INSTALLATION 1705.17 DOCUMENTS X VERIFICATION PRIOR TO OCCUPANCY VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS i - SPECIAL INSPECTION AGENCIES FOR SMOKE CONTROL CC # SHALL HAVE EXPERTISE IN FIRE PROTECTION ENGINEERING, w - REVISIONS DATE STEEL MECHANICAL ENGINEERING AND CLARIFICATION AS AIR ^^ REFER TO INSPECTION OF _ __ BALANCERS L��. FABRICATOR REQUIREMENTS ASTM E2393 IN HIGH-RISE BUILDINGS OR IN BUILDINGS ASSIGNED TO w FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X r ASTM E2174 APPROVAL BASED ON NATIONALLY FIRE-RESISTANT PENETRATIONS 1705.16 MANUFACTURERS RISK CATEGORY III OR IV,SPECIAL INSPECTIONS FOR UJ RECOGNIZED ACCREDITING AUTHORITY X THROUGH-PENETRATIONS, MEMBRANE PENETRATION r^ AND JOINTS 714 715 TESTING AND FIRESTOPS, FIRE-RESISTANT JOINT SYSTEMS AND PERIMETER V, AISC 360 A3.3 LISTING MATERIAL VERIFICATION OF AISC 360 N 3.2 INSTRUCTIONS FIRE BARRIER SYSTEMS THAT ARE TESTED AND LISTED -, HIGH-STRENGTH BOLTS, NUTS, AND ASTM STANDARDS WASHERS SPECIFIED IN X ' MANUFACTURER'S CERTIFIED TEST REPORTS RADON MITIGATION INSPECTION CONSTRUCTION I WHERE RADON MITIGATION SYSTEMS 1 Z DOCUMENTS RCSC 2.1 ARE REQUIRED BY SECTION 181 1 OF - j - 1705.18 X 0 SNUG TIGHT JOINT HIGH STRENGTH THIS CODE, SPECIAL INSPECTIONS 1705.2.1.1 X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG BOLT INSTALLATION SHALL BE PROVIDED PER THE METHODS PRETENSIONED AND SLIP CRITICAL JOINT RCSC SPECIFICATIONAND FREQUENCY IN SECTION 1705.18 Z HIGH-STRENGTH BOLT INSTALLATION ALL CONNECTIONS INSPECTED. CONNECTIONS USING TURN-OF-THE-NUT METHOD WITH 1705.2.1.1 FOR STRUCTURAL X USING DIRECT TENSION INDICATORS, ALL BOLTS JOINTS USING ASTM SHALL BE INSPECTED AFTER SNUGGING AND 0 MATCH MARKING, TWIST-OFF BOLT OR A325 OR A490 BOLTS AFTER PRETENSIONING f"" TIGARD TUALATIN SD DIRECT TENSION INDICATOR METHOD __. SECTION 9 __.' PRETENSIONED AND SLIP-CRITICAL JOINT AISC 360, 0 TIGARD HIGH-STRENGTH BOLT INSTALLATION USING SECTION M2.5 TURN-OF-THE-NUT METHOD WITHOUT 1705.2.1.1 X ALL CONNECTIONS INSPECTED MATCH MARKING OR CALIBRATED WRENCH METHODIli HIGH ASTM A6 ASTM STANDARDS SPECIFIED ❑ 1705.2.1 IN CONSTRUCTIONCC SC H O O L MATERIAL VERIFICATION OF 2203.1 DOCUMENTS STRUCTURAL STEEL TABLE AISC 360 X CERTIFIED MILL TEST REPORTS 1705.2 N3.2 AISC 0 360 A3.1 CC AISC 360 M5.5 9000 SW DURHAM RD. FOR OTHER STEEL, IDENTIFICATION w MARKINGS TO CONFORM TO ASTM TABLE APPLICABLE ASTM TIGARD, OR. 97224 STANDARDS SPECIFIED IN THE APPROVED 1705.2 MATERIAL STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS CONSTRUCTION DOCUMENTS Z JOB NO: 16992.00 AISC 360 N3.2 AISC I ISSUE DATE: mar 03, 2018 MATERIAL VERIFICATION OF WELD TABLE 360 A3.5 X MANUFACTURER'S CERTIFICATE OF COMPLIANCE Jurisdiction Stamp Area FILLER METALS 1705.2 APPLICABLE AWS A5 DOCUMENTS I- COMPLETE AND PARTIAL JOINT TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 69 w PENETRATION GROOVE WELDS 1705.2 SECTION 6 ( ) 'r TABLE AWS D1.1 MULTI PASS FILLET WELDS X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 1705.2 SECTION 6I- SINGLE PASS FILLET WELDS GREATER TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 THAN 5/16" 1705.2 SECTION 6 - PLUG AND SLOT WELDS TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 (�/ 1705.2 SECTION 6 f..L SINGLE PASS FILLET WELDS LESS THAN OR TABLE AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 W EQUAL TO 5/16" 1705.2 SECTION 6I FLOOR AND ROOF DECK WELDS TABLE AWS D1.3 1705.2 SECTION 7 X ALL WELDS INSPECTED PER AWS D1.3 7.1 - SPECIAL MATERIAL VERIFICATION OF TABLE 1705.2 ACI 318: 3.5.2 X CERTIFIED MILL TEST REPORTS Z REINFORCING STEEL FOR WELDING 1705.2.2.1.2 AWS D1.4 0 INSPECTION co WELDING REINFORCING STEEL IN TABLE 1705.2 ACI 318:3.5.2 X ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 Q MOMENT RESISTING FRAMES 1705.2.2.1.2 - AWS D1.4 REQUIREMENTS Cho VERIFICATION OF FRAME JOINT DETAILS TABLE Co INCLUDING MEMBER AND COMPONENT 1705.2 AISC 360 N5.7 X co LOCATIONS, BRACING, AND STIFFENERS TABLE 2 (CONT.) ----> 0 2 S0 . 04 w � N_ CO SPECIAL INSPECTION & TESTING REQUIREMENTS (CONT. bassetti TABLE 5 REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) architects INSPECTION SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS REFERENCE STANDARD on Ctinuous Periodic , Suite 350 REFERENCE Portland, Oregon 97209 STEEL T (206) 340 9500 F (206) 340 9519 AISC 341 J6 AISC COMPLY WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341 J6 360 AWS WELDING OF THE SEISMIC FORCE- 01.8 1705.11.1 CIVIL ENGINEER & LANDSCAPE RESISTING SYSTEM AISC 341 J7 RCSC Cardno SPECIFICATION FOR STRUCTURAL JOINTS REFER TO TABLE 2 FOR HIGH STRENGTH BOLTING SPECIAL INSPECTION REQUIREMENTS 6720 SW Macadam Ave Suite 200, Portland, OR 97219 USING ASTM A325 T(503)-419-2500 OR A490 BOLTS STRUCTURAL ENGINEER Catena Engineers SEISMIC FORCE RESISTING FRAME SYSTEMS 1541 n Irving St.,Engineers uite 412 AISC 341 J8 Portland, OR 97232 T(503)-467-4980 SPECIAL INSPECTIONS APPLY TO VERIFYING THAT THERE SEISMIC FORCE-RESISTING X ARE NO HOLES OR UNAPPROVED ATTACHMENTS SYSTEM PROTECTED ZONES INCLUDING UNACCEPTABLE WELDS IN PROTECTED ZONES MECHANICAL ELECTRICAL & PLUMBING ENGINEER COLD-FORMED STEEL LIGHT-FRAMING Glumac 900 SW Fifth Ave.,Suite 1600 Portland, OR 97204 WELDING OF THE SEISMIC FORCE 1705.1 1.3 AWS Dl.3 SECTION 7 X ALL WELDS VISUALLY INSPECTED PER AWS Dl.3 7.1 RESISTING SYSTEM T(503) 2 7 5 CONNECTIONS FOR DIAPHRAGM FOOD SERVICE CONSULTANT ATTACHMENT, DIAPHRAGM CHORDS, COLLECTORS AND BRACING, AND SHEAR X ALL CONNECTIONS VISUALLY INSPECTED Webb Foodservice esign WALL FASTENING, ANCHORAGE AND 3700 SE Lafayette Ct. Portland, OR 97202 HOEDOWNS - T(503)-236-8566 PERIODIC SPECIAL INSPECTION IS REQUIRED DURING WELDING OPERATIONS OF ELEMENTS OF THE SEISMIC-FORCE-RESISTING ALL WELDS VISUALLY INSPECTED PER AWS D1.3 7.1 SYSTEM, PERIODIC SPECIAL INSPECTION IS EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED ACOUSTIC &AV CONSULTANT REQUIRED FOR SCREW ATTACHMENT, AWS D1.3 X FOR SHEAR WALLS, BRACES, DIAPHRAGMS, DRAG The Greenbusch Group BOLTING, ANCHORING AND OTHER SECTION 7 STRUT AND HOLDOWNS. IF SHEATHING IS GYP OR 1900 W. Nickerson St., Suite 201 FASTENING OF COMPONENTS WITHIN THE FIBERBOARD OR IF SHEATHING IS WOOD STRUCTURAL Seattle,WA 98119 SEISMIC-FORCE-RESISTING SYSTEM, PANEL/STEEL SHEET ONE SIDE ONLY AND FASTENER T206-378-0569 INCLUDING SHEAR WALLS, BRACES, SPACING IS GREATER THAN 4"ON CENTER. COST CONSULTANT DIAPHRAGMS, COLLECTORS (DRAG STRUTS) Construction Facus AND HOLD-DOWNS. 740 St. STRUCTURAL WOOD 740 Almaden OR 9 t 402 FIELD GLUING OF DIAPHRAGM AND SHEAR 541-686-2031 WALL ELEMENTS FOR SEISMIC FORCE- X 7 RESISTI NG-SYSTEMS CONNECTIONS FOR DIAPHRAGM CHORDS, Z COLLECTORS, BRACING, AND SHEAR WALL X ALL CONNECTIONS VISUALLY INSPECTED ANCHORAGE AND HOLDOWNS SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER FASTENING OF DIAPHRAGM AND SHEARX SPACING IS GREATER THAN 4"ON CENTER FOR WOOD -J WALL SHEATHING WITH EDGE NAILING SHEAR WALLS, DIAPHRAGMS, NAILING, BUILDING AND 4" OTHER COMPONENTS IN THE SEISMIC FORCE-RESISTING 0 SYSTEM. ARCHITECTURAL COMPONENTS W INSTALLATION OE ANCHORAGE OF 0 CLADDING AND INTERIOR/EXTERIOR VENEER 1705.1 1.5 X WEIGHING MORE THAN 5 PSF IN BUILDINGS MORE THAN 30 FEET IN HEIGHT ERECTION AND FASTENING OF INTERIOR Z NONBEARING WALLS WEIGHING MORE 1705.11.5 X THAN 15 PSF IN BUILDINGS MORE THAN 30 0 FEET IN HEIGHT INSTALLATION AND ANCHORAGE 1705.1 1 ASCE 7-10 X OF SUSPENDED CEILING SYSTEMS SECTION 13.5.6 CO ELECTRICAL COMPONENTS INSTALLATION OF ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY 1705.1 1.6 X J OR STANDBY POWER SYSTEMS INSTALLATION OF ANCHORAGE OF ALL LL ELECTRICAL EQUIPMENT IN SDC E OR F ONLY 1705.1 1.6 X CC INSTALLATION OF VIBRATION ISOLATION 0 SYSTEMS IN STRUCTURES ASSIGNED TO SDC C, D, EOR F WHERE THE CONSTRUCTION 1705.11.6 X DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 0.25 INCHES OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT 0 INSTALLATION OF OTHER SEISMIC SUPPORTS 0 1 FOR DESIGNATED ELECTRICAL SYSTEMS 1705.1 1.6 X CO AND THEIR COMPONENTS T • O I N TABLE6 - . REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS TESTING SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS STANDARD # REVISIONS DATE CC REFERENCE REFERENCE Continuous : Periodic ^W STEEL Cl- UT OF BASE METAL THICKER THAN 1-1/2" AISC 341 J6.2c BEHIND AND ADJACENT TO SUBJECT TO THROUGH-THICKNESS WELD 1705.12.2 AWS D1.8 FUSION LINE OF EACH WELD W SHRINKAGE STRAINS AWS D1.1 COLLI MT OF K-AREA OF ROLLED WIDE FLANGE AISC 341 J6.2a V COLUMN WEBS ADJACENT TO 1705.12.2 AWS D1.8 EACH PLATE DOUBLER/CONTINUITY/STIFFENER PLATE AWS D1.1 LOCATION • WELDS MAGNETIC PARTICLE (MT) AND ULTRASONIC AISC 341 J6.2b UT 100%OF WELDS (UT) TESTING OF COMPLETE JOINT 1705.12.2 AWS D1.8 MT 25%OF WELDS Z PENETRATION GROOVE (CJP) WELDS IN AWS Dl.1 REFER TO DRAWINGS MATERIALS 5/16"THICK AND GREATER FOR LOCATIONS Q7 PT OR MT OF THERMALLY CUT SURFACES OF Z BEAM COPES AND ACCESS HOLES AT AISC 341 WELDED SPLICES AND CONNECTIONS WHEN 1705.12.2 J6.2d EACH LOCATION THE FLANGE THICKNESS EXCEEDS 1 1/2' FOR AWS D1.8H ROLLED SHAPES OR THE WEB THICKNESS AWS D1.1 TIGARD TUALATIN SD EXCEEDS 1 1/2" FOR BUILT-UP SHAPES TIGARD MT OF THE WELD AND ADJACENT AREA IN AISC 341 J6.2e A REDUCED BEAM SECTION (RBS) PLASTIC EACH LOCATION HINGE REGION REPAIRED BY WELDING OR 1705.12.2 AWS 01.8 BY GRINDING OF SHARP NOTCHES AWS D1.1 W H I G H AISC 341 J6.2f MT OF THE ENDS OF FLANGE WELDS FROM 1705.12.2 AWS D1.8 EACH TESTED CJP WHICH WELD TABS HAVE BEEN REMOVED WELD LOCATION 0 AWS D1.1 SCHOOL cc o . C LU 9000 SW DURHAM RD. TIGARD, OR. 97224 Z JOB NO: 16992.00 ISSUE DATE: mar 03, 2018 1 Jurisdiction Stamp Area l ' �w V J II UJ _ w SPECIAL zINSPECTIONS 6 0 H REQUIREMENTS C J (CONT.) co o CV , S0 . 05 E N w N 0 A ''-' O CUT LINE -- -�- �_ - _s bassetti (NI o architects s PHASE 1 J. PHASE 2 DEMO DEMO v N Y VARIES, 12'TO 13' AFF fiii)_ 7 721 NW 9TH Ave, Suite 350 (E) 18"0 CONCRETE Portland, Oregon 97209 (E) 2x6© 16"o.c {E) 5/8" PLYWOOD COLUMN (PHASE 2 DEMO) STUD WALL T (206) 340 9500 F (206) 340 9519 (E) 2x10 @ 16"o.c. (E) 2x10 LEDGER CIVIL ENGINEER & LANDSCAPE (E) TS9x5xl/4 -�1 W/ (3) 16d @ EA. STUD PANEL EDGE NAILING Cardno - (E) 1/2" PLYWOOD W/ !'1� 6720 SW Macadam Ave Suite 200. ��' Portland, OR 97219 8d Q,6"o.c. ALONG �'�i (E) 2x6 PANEL EDGES -44 T(503)-419-2500 4 10-0"AFF _1=1 _ — (2) 2x6 STUDS W/5/8"0 STRUCTURAL ENGINEER iii--i.----- t — (E) 8d @ 6"o.c.,V.I.F. SIMPSON TITEN HD SCREW ANCHORS @ 12 o.c., w/ Catena Engineers 1500 NE Irving St.. Suite 412 2x6 TOP PLATE ------- (2) 10d @ 8"o.c. 4" EMBED Portland. OR 97232 A A 2x6@ 16"o.c. 1/2" PLYWOOD W/8d @ T(503)-467-4980 STUD WALL % 6"o.c. ALONG PANEL EDGES. SECTION A-A ---Av-- BLOCK PANEL EDGES MECHANICAL ELECTRICAL & SIMPSON BPS 5/8-6 --------� PLUMBING ENGINEER PLATE WASHER _ --- 2x6 SILL W/5/8"O SIMPSON Glumac .'. TITEN HD SCREW ANCHORS 900 SW�_ill W/3" EMBED s 12 o.c. Portland,EOR 97204 ifth Ave., cite 1600 - - -- �llil�l� III�L.11-1. \--1\ T(503)-227-5280 FOOD SERVICE CONSULTANT CUT LINE, REF. PLAN (E) 4"S.O.G. Webb Foodservice Design 3700 SE Lafayette Ct. FOR LOCATION Portland, OR 97202 T(503)-236-8566 PHASE 2 S H EA R WALL-SECTION ACOUSTIC &AV CONSULTANT 1"= 1' 0" The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle.WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 0 740 Almaden St. Ii Eugene, OR 97402 (E) 2x6 @ 16"o.c. T 541-686-2031 , STUD WALL ILII z jE 14 0 If (E) 5/8" PLYWOOD il I— (E) 1/2" PLYWOOD W/8d @ 6"o.c. ALONG IO I- (E) 2x10 LEDGER PANEL EDGES fi W/ (2) 16d AT EA.STUD C d EI W II 0 I, V II IIz ,---._-- (E) GL 5 1/8x10 1/2 0 I!P IIM (E) 2x6 MPA D owAs IIr CO Ii m.. 7-2 1/2"AFF i-o_ i- J PHASE 1 DEMO OF (E) GLAZING D TO ALLOW FOR SHEAR WALL ft. REF. AM-8 FOR SHEAR A - —A1-- A INSTALLATION WALL INFORMATIONII CC (E) 4"S.O.G. 0 r _ o I. =iii= �iii c (E) FOUNDATION O O M1 W O I— ' 0 /A N it - (E) WOOD STUD WALL 2 cc w # REVISIONS DATE 017 W W ,.�ucriR PANEL EDGE (2) 2x6 STUDS W/SIMPSON rrW 5 OS) Rippe,N NAILING,TYP. HDU4-SDS2.5 W/ (1) 5/8 0 V J 49, %Oy ��_ SIMPSON TITEN HD SCREW ., . fANCHOR W/6"EMBED / 2x6 W/ (2) ROWS OF 0.157'0 J 0` �0, [E) T55x5x1/4 HILTI P.A.F.'S @ 6"o.c. STAGGERED Zv. y�gCH s 4 o soN M, Tv 000 2018.03.20 z E ' : •. 30/2618 0 SECTION A-A TIGARD TUALATIN SD J o TIGARD fillPHASE 2 SHEAR WALL-SECTION 1 _ lo w0 HIGH SCHOOL cc 0 cc W 9000 SW DURHAM RD. - - TIGARD. OR. 97224 Z JOB NO: 16992.00 ISSUE DATE: mar 03, 2018 1 Jurisdiction Stamp Area F- rrw V1 il ^W Z i. DEMOLITION Lo o DETAILS N I— C c ) J co o Q cv SD5 . O1 coLIJ ABBREVIATIONS HVAC LEGEND NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS HVAC DRAWING LIST PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. ' AAV AUTOMATIC AIR VENT HWP HEATING WATER PUMP GENERAL VALVES & GAUGES DUCTWORKa5Setti ABV ABOVE HWR HEATING WATER RETURN 7 AC AIR CONDITIONING HWS HEATING WATER SUPPLY - o ACCEPT ACCEPTANCE HX HEAT EXCHANGER SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION o E architects ACU AIR CONDITIONING UNIT HZ FREQUENCY(HERTZ) AD ACCESS DOOR 1D INSIDE DIAMETER NEW WORK BALL VALVE VN AD/AP ACCESS DOOR J ACCESS PANEL SHEET o ADD ADDITION IN INCH(ES) SOLENOID CONTROL VALVE NUMBER SHEET NAME o_ a �, AF AFTER FILTER INPLV INTEGRATED PART LOAD VALUE (E) EXISTING WORK TO REMAIN X 721 NW 9TH Ave, Suite 350 • FOR REFERENCE ONLY Portland, Oregon 97209 AFF ABOVE FINISHED FLOOR JB JUNCTION BOX (D) 6 PRESSURE AND TEMP. RELIEF VALVE FLEXIBLE CONNECTIONg AFMS AIR FLOW MEASURING STATION KW KILOWATT EXISTING WORK TO BE REMOVED M0.00 MECHANICAL LEGEND AND ABBREVIATIONS X X X T (206) 340 9500 F (206) 340 9519 AFUE ANNUAL FUEL UTILIZATION EFFICIENCY KWH KILOWATT HOUR (F) BUTTERFLY VALVE M0.1 BASIS OF DESIGN X AG AIR GAP L LENGTH FUTURE WORK I f FLEXIBLE DUCT RUNOUT TO DIFFUSER AHJ AUTHORITY HAVING JURISDICTION LAT LEAVING AIR TEMPERATURE M0.02 SCHEDULES X I : MOTORIZED BUTTERFLY VALVE AHU AIR HANDLING UNIT LBS POUNDS (RL) RELOCATE EXISTING 12x6 RECTANGULAR DUCT SIZE M0.03 SCHEDULES X CIVIL ENGINEER & LANDSCAPE AMB AMBIENT LOB LEAVING DRY BULB >x1 GATE VALVE (WIDTH x DEPTH IN INCHES) M0.04 SCHEDULES X Cardno A AMPERE LF LINEAR FEET f_ CENTER LINE DEMO PLANS 6720d SMaOR ad979 Ave Suite 200, AP ACCESS PANEL LP LOW PRESSURE 16 *I BALANCING VALVE 180 ` ROUND DUCT SIZE ' MD1.10 DEMO PLAN-HVAC UNDERGROUND X X X APPROX APPROXIMATELY LPC LOW PRESSURE CONDENSATE POINT OF CONNECTION OR (DIAMETER IN INCHES) T(503)-419-2500 MD1.11 DEMO PLAN ARCH ARCHITECT LPS LOW PRESSURE STEAM POINT OF DISCONNECTION MECHANICAL LOWER LEVEL X • X ARI AMERICAN REFIRGERATION INSTITUTE LWB LEAVING WET BULBAlk ANGLE GATE VALVE 24x120, MD1.12 DEMO PLAN - MECHANICAL MAIN LEVEL X X STRUCTURAL ENGINEER OVAL DUCT SIZE AS AIR SEPARATOR LWT LEAVING WATER TEMPERATURE NW DETAIL 1, DRAWING M-1 VII GLOBE VALVE ( Catena Engineers WIDTH x DEPTH IN INCHES) MD1.13 DEMO PLAN- MECHANICAL UPPER LEVEL X X g 1500 NE Irving St.. Suite 412 AUTO AUTOMATIC M MOTORMD1.14 DEMO PLAN-MECHANICAL ROOF X X ---1 Portland OR 97232 AUX AUXILIARY MA MIXED AIR ANGLE GLOBE VALVE MD1.16 DEMO PLAN - MECHANICAL AUDITORIUM PLAN X X T(503)-467-4980 B BOILER MAD MIXED AIR DAMPER A --1-- DUCT THROUGH BEAM PENETRATION COMPOSITE HVAC PLANS BAS BUILDING MANAGEMENT SYSTEM MAX MAXIMUM ‘111, CHECK VALVE R <D M1.11 HVAC LOWER LEVEL FLOOR PLAN COMPOSITE X MECHANICAL ELECTRICAL & BDD BACKDRAFT DAMPER MBH THOUSAND BTU PER HOUR SECTION A, DRAWING M-1 [ I I II II I I , PLUMBING ENGINEER BEL BELOW MC MECHANICAL CONTRACTOR 1 ' 2-WAY CONTROL VALVE DUCT OFFSET(RISE OR DROP) M1.12 HVAC MAIN LEVEL FLOOR PLAN COMPOSITE X Glumac BHP BRAKE HORSEPOWER MCA MINIMUM CIRCUIT AMPACITY M IL [VD RVQ M1.13 HVAC UPPER LEVEL SOUTH FLOOR PLAN COMPOSITE X 900 SW Fifth Ave.. Suite 1600 BOD BOTTOM OF DUCT MCC MOTORIZED CONTROL CENTER 3-WAY CONTROL VALVE VOLUME DAMPER OR REMOTE VOLUME DAMPER M1.14 HVAC UPPER LEVEL NORTH FLOOR PLAN COMPOSITE X Portland, OR 97204 BOP BOTTOM OF PIPE MD MOTORIZED DAMPER F SD 7,.;%',..FSDr M1.15 HVAC ROOF PLAN COMPOSITE X T(503)-227-5280 BFP BACKFLOW PREVENTER MECH MECHANICAL 741\ NON-SLAM WAFER CHECK VALVE FIRE, SMOKE OR FIRE/SMOKE DAMPER NORTH SECTOR HVAC PLANS BSMT BASEMENT MERV MINIMUM EFFICIENCY RATING VALUE �M ) ELEVATION 1, DRAWING M-1 A H FOOD SERVICE CONSULTANT M2.13 HVAC MAIN LEVEL-AREA Ni X BTU BRITISH THERMAL UNIT MFR MANUFACTURER SUPPLY DUCT UP Webb Foodservice Design PRESSURE REDUCING VALVE (PRV) BTUH BTU PER HOUR MIN MINIMUM rEXH rx:,1 1M2.14 HVAC MAIN LEVEL -AREA N2 X 3700 SE Lafayette Ct. � BV BALL VALVE OR BALANCING VALVE MOCP MINIMUM OVER CURRENT PROTECTION 1 j DIAPHRAGM VALVE SUPPLY DUCT DOWN 1M2.15 HVAC UPPER LEVEL AREA N1 X Portland, OR 97202 BYV BUTTERFLY VALVE MPC MEDIUM PRESSURE CONDENSATE �__/ RISER IDENTIFICATION > I M2.16 HVAC UPPER LEVEL-AREA N2 X T(503)-236-8566 C COMMON, CONDENSATE OR CONDUIT MPS MEDIUM PRESSURE STEAM EXHAUST#1 LOCK SHIELD VALVE EXHAUST DUCT UP I M2.17 HVAC ROOF PLAN AREA Ni X CA CONTROL AIR MV MANUAL AIR VENT ( HP \ II L.-<� ACOUSTIC &AV CONSULTANT J M2.18 HVAC ROOF PLAN -AREA N2 X CAP CAPACITY (N) NEW 1 EQUIPMENT IDENTIFICATION EXHAUST DUCT DOWN The Greenbusch Group CAV CONSTANT AIR VOLUME N/A NOT APPLICABLE HEAT PUMP UNIT#1 _> NEEDLE VALVE u I SOUTH SECTOR HVAC PLANS 1900 W. Nickerson St., Suite 201 CB CHILLED BEAM NC NORMALLY CLOSED • 1 T> QUICK OPENING VALVE RETURN DUCT UP M2.23 HVAC LOWER LEVEL-AREA Si X Seattle,WA 98119 CC COOLING COIL OR CONTROLS CONTRACTOR NIC NOT IN CONTRACT C 1 1,-- LM2.24 HVAC LOWER LEVEL-AREA S2 X T 206-378-0569 CEG CEILING EXHAUST GRILLE NO NORMALLY OPEN OR NUMBER KITCHEN EQUIPMENT TAG s VENTURI FLOW METER RETURN DUCT DOWN ' I M2.25 HVAC MAIN LEVEL AREA Si + UPPER LEVEL AREA Si X CER CEILING EXHAUST REGISTER NOM NOMINAL ® Q 8 COST CONSULTANT l CFF CAP FOR FUTURE NPSH NET POSITIVE SUCTION HEAD 150 KEYED NOTE PRESSURE GAUGE M2.26 HVAC UPPER LEVEL-AREA S2 X CROSS SECTION OF SUPPLY DUCT Construction Focus CFM CUBIC FEET PER MINUTE NTS NOT TO SCALE \lam( I M2.27 HVAC ROOF PLAN AREA Si X 740 Almaden St. CFS CUBIC FEET PER SECOND OA OUTSIDE AIR o DIRECTION OF TRANSFER AIRFLOW (150 CFM) 4 CROSS SECTION OF EXHAUST AIR DUCT I M2.28 HVAC ROOF PLAN-AREA S2 X Eugene, OR 97402 CHWP CHILLED WATER PUMP OAD OUTSIDE AIR DAMPER 78 F PRESS. GAUGE WITH COCK AND SNUBBER I EAST SECTOR HVAC PLANS T 541-686-2031 CHWR CHILLED WATER RETURN OAT OUTSIDE AIR TEMPERATURE 78 DEGREES FAHRENHEIT ' O CROSS SECTION OF RETURN AIR DUCT M2.32 HVAC MAIN LEVEL-AREA El X CHWS CHILLED WATER SUPPLY OBD OPPOSED BLADE DAMPER PIPING HYDE 1M2.33 HVAC ROOF PLAN AREA El X CH CHILLER OC ON CENTER CROSS SECTION OF ROUND DUCT I COMPOSITE ZONING PLANS CHV CHECK VALVE OD OUTSIDE DAMPER SYMBOL DESCRIPTION SYMBOL DESCRIPTION MZ1.11 MECHANICAL SYSTEMS LOWER LEVEL COMPOSITE X CL CENTERLINE OFCI OWNER FURNISHED CONTRACTOR INSTALLED CHWS CHILLED WATER SUPPLY I CLG CEILING OFOI OWNER FURNISHED OWNER INSTALLED DIRECTION OF SLOPE DUCT ELBOW WITH TURNING VANES I MZ1.12 MECHANICAL SYSTEMS MAIN LEVEL COMPOSITE X CO CLEANOUT OPER OPERATING CHWR CHILLED WATER RETURN III MZ1.14 MECHANICAL SYSTEMS UPPER LEVEL NORTH COMPOSITE X COL COLUMN OV OUTLET VELOCITY I! DIRECTION OF FLOW I NORTH SECTOR ZONING PLANS COMP COMPRESSOR P PUMP OR PRESSURE OR POLE HWS HEATING WATER SUPPLY I MZ2.13 MECHANICAL MAIN LEVEL-AREA N1 _ X CONC CONCRETE PC PUMPED CONDENSATE 0 PIPE UP(OR UP&DOWN WITH NOTATION) UFO SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING 1MZ2.14 MECHANICAL MAIN LEVEL AREA N2 X COND CONDENSATE PD PRESSURE DROP VANES CONN CONNECTION PF PREFILTER PIPE DOWN HWK HEATING WATER RETURN I MZ2.15 MECHANICAL UPPER LEVEL-AREA N1 X CONT CONTINUATION PG PIPE GUIDE OR PRESSURE GAUGE MZ2.16 MECHANICAL UPPER LEVEL-AREA N2 X CWS CONDENSER WATER SUPPLY I-l CONTR CONTRACTOR PH PHASE(ELECTRICAL) PIPE DROP/PIPE RISE CONICAL BRANCH FITTING SOUTH SECTOR ZONING PLANS COP COEFFICIENT OF PERFORMANCE PHC PREHEAT COILr CWR CONDENSER WATER RETURN MZ2.23 MECHANICAL LOWER LEVEL-AREA Si X 45 DEGREE BOOT LO-LOSS BRANCH FITTING CP CONTROL PANEL OR CONDENSATE PUMP PLBG PLUMBING TOP CONNECTION - BRANCH LINE MZ2.24 MECHANICAL LOWER LEVEL-AREA S2 X CR CONDENSATE RETURN POC POINT OF CONNECTION 0 CRG CEILING RETURN GRILLE POD POINT OF DISCONNECTION I BOTTOM CONNECTION - BRANCH LINE CONTROLS MZ2.25 MECHANICAL MAIN LEVEL AREA Si + UPPER LEVEL AREA Si X CRR CEILING RETURN REGISTER PRESS PRESSURE )( SYMBOL DESCRIPTION MZ2.26 MECHANICAL UPPER LEVEL-AREA S2 X CSD CEILING SUPPLY DIFFUSER PRV PRESSURE REDUCING VALVE PIPE ANCHOR 12x6 WYE BRANCH FITTING EAST SECTOR ZONING PLANS ❑ CTE CONNECT TO EXISTING PS PRESSURE SENSOR I TEMPERATURE SENSOR - . © MZ2.32 MECHANICAL MAIN LEVEL-AREA El I Xco CUFT CUBIC FEET PSI POUNDS PER SQUARE INCH TEE UP ACOUSTICAL LINING DUCT COMPSOITE PIPING PLAN J CUIN CUBIC INCHES PSIA PSI ABSOLUTE V O THERMOSTAT OR THERMOMETER (DIMENSION IS INSIDE DIMENSION) CV CONSTANT VOLUME OR CONTROL VALVE PSIG PSI GAUGE TEE DOWN M M3.10 PIPING PLAN UNDERGROUND COMPOSITE X X J �' 0 CARBON DIOXIDE SENSOR M3.11 HYDRONIC PIPING PLAN LOWER LEVEL COMPOSITE X M CW COLD WATER QTY QUANTITY i u TAG NECK SIZE-CFM MOTORIZED DAMPER INSIDE DUCT CWP CONDENSER WATER PUMP R RISERS, RELOCATE OR RISE �' STRAINER - - 'X�� M3.12 HYDRONIC PIPING PLAN MAIN LEVEL COMPOSITE X CWR CONDENSER WATER RETURN RA RETURN AIR k ii d OCCUPANCY SENSOR M3.13 HYDRONIC PIPING UPPER LEVEL SOUTH COMPOSITE X CWS CONDENSER WATER SUPPLY RAD RETURN AIR DAMPER STRAINER WITH BLOW OFF zTRANSFER DUCT(WITH LINER) M3.14 HYDRONIC PIPING PLAN UPPER LEVEL NORTH COMPOSITE X D DROP OR DRAIN RD REFRIGERANT DISCHARGE OR ROOF DRAIN 0 0 HUMIDITY SENSOR OR HUMIDISTAT I4N-8'- 11" BOD M3.15 HYDRONIC PIPING ROOF PLAN COMPOSITE �` DBT DRY BULB TEMPERATURE REF ROOFTOP EXHAUST FAN INLINE PUMP J ® STATIC PRESSURE SENSOR INDICATES 8'11"TO BOTTOM OF DUCT NORTH SECTOR PIPING PLAN DDC DIRECT DIGITAL CONTROL REFRIG REFRIGERATION 2 a DEFL DEFLECTION REJ REJECTION BASE MOUNTED PUMP IDI M4.13 HYDRONIC PIPING MAIN LEVEL-AREA N1 • X 1111111DIA DIAMETER REQ'D REQUIRED T REFRIGERANT SENSOR X TAG NECK SIZE-CFM I M4.14 HYDRONIC PIPING MAIN LEVEL-AREA N2 • X • DIFF DIFFERENCE REV REVISE, REVISION OR REVOLUTIONS TEST TAP(PETE`S PLUG) 0 RECTANGULAR OR ROUND SUPPLY DIFFUSER I M4.15 HYDRONIC PIPING UPPER LEVEL-AREA N1 X ID DN DOWN RF RETURN FAN CARBON MONOXIDE SENSOR OR REGISTER(SEE SCHEDULE).4-WAY THROW M4.16 HYDRONIC PIPING UPPER LEVEL AREA N2 X •• DP DIFFERENTIAL PRESSURE RH RELATIVE HUMIDITY 6 MANUAL AIR VENT H UNLESS INDICATED OTHERWISE. EXAMPLE: ■o DPT DEW POINT TEMPERATURE RHC REHEAT COIL I O HYDROGEN SENSOR X TAG NECK SIZE-CFM SB12X12-400 REFERS TO TAG SB WITH M4.17 HYDRONIC PIPING ROOF PLAN-AREA Ni X DSD DUCT SMOKE DETECTOR RHT RADIANT HEATER AUTOMATIC AIR VENT DSD 12 X12 NECK AND 400 CFM M4.18 HYDRONIC PIPING ROOF PLAN-AREA N2 X I • DV DIAPHRAGM VALVE RM ROOM 4 DUCT SMOKE DETECTOR ISOUTH SECTOR PIPING PLAN I DWG(S) DRAWINGS(S) RPM REVOLUTIONS PER MINUTE VACUUM BREAKER QS / TAG NECK SIZE-CFM RECTANGULAR OR ROUND EXHAUST GRILLE OR I M4.23 HYDRONIC PIPING LOWER LEVEL-AREA S1 • X I Ir DX DIRECT EXPANSION RS REFRIGERANT SUCTION J 1 L TEMPERATURE SENSOR REGISTER(SEE SCHEDULE) I M4.24 HYDRONIC PIPING LOWER LEVEL-AREA S2 • X (E) EXISTING RTU ROOFTOP UNIT VENT THRU ROOF El M4.25 HYDRONIC PIPING MAIN LEVEL AREA S1 + UPPER LEVEL AREA • X EA EXHAUST AIR OR EACH S SUPPLY OR SLOPE STATIC PRESSURE SENSOR I TAG NECK SIZE-CFM RECTANGULAR OR ROUND RETURN GRILLE OR S1 EAD EXHAUST AIR DAMPER SA SUPPLY AIR PIPE GUIDE O PS REGISTER(SEE SCHEDULE) EAT ENTERING AIR TEMPERATURE SCFM CFM, STANDARD CONDITIONS 1 I PRESSURE SENSOR OR SWITCH I M4.26 HYDRONIC PIPING UPPER LEVEL-AREA S2 X Q jDPS 11<-1\,- TAG NECK SIZE CFM M4.27 HYDRONIC PIPING ROOF PLAN-AREA Si X EC ELECTRICAL CONTRACTOR SD SMOKE DAMPER �� EXPANSION JOINT WALL SUPPLY GRILLE OR REGISTER (SEE SCHEDULE) ECON ECONOMIZER SEER SEASONAL ENERGY EFFICIENCY RATING �'�'�� DIFFERENTIAL PRESSURE SENSOR 11UI 'M4.28 HYDRONIC PIPING ROOF PLAN-AREA S2 X I I /*� \ DATE EDB ENTERING DRY BULB TEMPERATURE SEN SENSIBLE FLEXIBLE CONNECTOR z AFMS ! WALL RETURN OR EXHAUST GRILLE OR REGISTER (SEE EAST SECTOR PIPING PLAN EWT ENTERING WATER TEMPERATURE SF SUPPLY FAN OR SQUARE FEET 'I' p AIR FLOW MONITORING STATION . SCHEDULE) M4.32 HYDRONIC PIPING MAIN LEVEL-AREA El • X Ill EER ENERGY EFFICIENCY RATING SHC SQUARE HEAD COCK UNION F;5 TAG NECK SIZE-LENGTH-CFM I I ru HUMIDITY SENSOR I M4.33 I HYDRONIC PIPING ROOF PLAN-AREA El X EF EXHAUST FAN SIU SPLIT INDOOR UNIT LINEAR SLOT DIFFUSER(SEE SCHEDULE FOR NUMBER EFF EFFICIENCY SOU SPLIT OUTDOOR UNIT I I CAPPED OR PLUGGED TEE FS OF SLOTS). 2-WAY THROW UNLESS NOTED I M4.41 HYDRONIC PIPING AUDITORIUM-AREA E2 X FLOW SENSOR OR SWITCH L - - -I EJ EXPANSION JOINT SP STATIC PRESSURE _ OTHERWISE. EXAMPLES: SN10-48-250 REFERS TO TAG I EL ELEVATION SPD SPLITTER DAMPER C>: BLIND FLANGE, CAP ,z FM FLOW METER - _ - - 1 SN WITH 10" ROUND NECK, 48" SLOT LENGTH AND 250 M5.01 MECHANICAL SYSTEM SECTION VIEWS I I ELEC ELECTRICAL SPEC SPECIFICATIONS CSCFM. .. EQUIP EQUIPMENT 5Q IN SQUARE INCH t� �t CONCENTRIC REDUCER ESP EXTERNAL STATIC PRESSURE ST STRAINER OR SOUND TRAP iT T+ L. M CURRENT SENSOR VARIABLE AIR VOLUME TERMINAL UNIT IM6,01 ENLARGED PLANS X J ET EXPANSION TANK STD STANDARD ol EXPANSION LOOP 1 I Mfi.02 ENLARGED PLANSEWB ENTERING WET BULB TEMPERATURE STRUCT STRUCTURAL 171 MOTORn __ _ _ _ VARIABLE AIR VOLUME TERMINAL UNIT W/REHEAT EXH EXHAUST SV STEAM VENT 6" VALVE ON RISE M7.01 HEATING WATER PIPING SCHEMATIC DIAGRAM I I X EXT EXTERNAL T THERMOSTAT OR THERMOMETERHM ACTUATOR F FAHRENHEIT TCP TEMPERATURE CONTROL PANEL PIPE SIZE(DIAMETER IN INCHES) I FAN POWERED TERMINAL UNIT I M8.00 CONTROLS-SCHEMATICS X E HYDROGEN MONITOR M8.01 CONTROL FPB FAN POWERED BOX TDH TOTAL DYNAMIC HEAD SCHEMATICS X RM FC FLEXIBLE CONNECTION OR FAIL CLOSED TEMP TEMPERATURE FCU FAN COIL UNIT TI TENANT IMPROVEMENT AI REFRIGERANT MONITOR I M8.02 CONTROL DETAILS E- TIGARD TUALATIN SCHOOL DISTRICT FD FIRE DAMPER TRG TRANSFER GRILLE AO FAN POWERED TERMINAL UNIT W/REHEAT IM8.03 CONTROLS-SEQUENCES OF OPERATION J FF FINAL FILTER OR FINISHED FLOOR TS TEMPERATURE SENSOR DI ANALOG INPUT I w T I GAR ED I-I I G H FLR FLOOR TSP TOTAL STATIC PRESSURE DO ANALOG OUTPUT M9.01 MECHANICAL DETAILS X X FO FAIL OPEN TT TEST TAP OR TEST TEE BAS DIGITAL INPUT I FPI FINS PER INCH TXV THERMAL EXPANSION VALVE PI DIGITAL OUTPUT M9.02 MECHANICAL DETAILS X s c H o o L FPM FEET PER MINUTE (TYP) TYPICAL BUILDING AUTOMATION SYSTEM IM9.03 MECHANICAL DETAILS X FPS FEET PER SECOND U HEAT TRANSFER COEFFICIENT PULSING INPUT I M9.04 MECHANICAL DETAILS X ODERNIZATION FSD FIRE/SMOKE DAMPER UC UNDER CUT DOOR STEAM 1M9.05 MECHANICAL DETAILS X FT FOOT OR FEET UG UNDERGROUND M9.06 MECHANICAL DETAILS X G GAS UH UNIT HEATER SYMBOL DESCRIPTION MISCELLANEOUS I M9.07 MECHANICAL DETAILS X GA GAUGE, GAGE UON UNLESS OTHERWISE NOTED HPS HIGH PRESSURE STEAM GAL GALLONS V VENT OR VOLUME OR VELOCITY SYMBOL DESCRIPTION f GALV GLAVANIZED VAV VARIABLE AIR VOLUME MPS MEDIUM PRESSURE STEAM D REFRIGERANT DISCHARGE 9000 SW DURHAM RD. GC GAS COCK OR GENERAL CONTRACTOR VB VACUUM BREAKER TIGARD, OR. 97224 GLV GLOBE VALVE BO VOLUME DAMPER LPS LOW PRESSURE STEAM RS REFRIGERANT SUCTION Z JOB NO: 16992.00 GN GENERAL NOTE VEL VELOCITY GPM GALLONS PER MINUTE VERT VERTICAL HPC HIGH PRESSURE CONDENSATE 1)?C PNEUMATIC CONTROL VALVE ISSUE DATE: 03/28/2018 GND GROUND VFD VARIABLE FREQUENCY DRIVE GV GATE VALVE VFM VENTURI FLOW METER MPC MEDIUM PRESSURE CONDENSATE AIR LINE Jurisdiction Stamp Area H HEIGHT VOL VOLUME EXPIREs. 12/31/19 HB HOSE 6186 VTR VENT THROUGH ROOF LPC LOW PRESSURE CONDENSATE ST SOUND TRAP W (AA PRaF /HD HEADHC €NG COIL WI WAHTE OR WIDTH OR WATTS C PC GRAVITY OR PUMPED CONDENSATE V��A CC COOLING COIL U) a "�F,f, Oy HOR HORIZONTAL W/O WITHOUT �`�� HC I- HP --� HP HIGH PRESSURE WB WET BULB TEMPERATURE CR CONDENSATE RETURN HEATING COIL - oREco►a • HP HORSEPOWER WC WATER COLUMN /�`�� 1--2 cF,y�R ��19 r., HP HEAT PUMP WEG WALL EXHAUST GRILLE SV STEAM VENT PIPE RHT RADIANT HEATER C 0,, f M CYN' HPC HIGH PRESSURE CONDENSATE WG WATER GAUGE 0 /��// C� HPS HIGH PRESSURE STEAM WP WORKING PRESSURE STEAM TRAP BHT BASEBOARD HEATER DW HR HOUR(S) WPD WATER PRESSURE DROP HRU HEAT RECOVERY UNIT WRR WALL RETURN REGISTER BBD BOILER BLOW DOWN CB CB CHILLED BEAM ft°- MECHANICAL HS HUMIDITY SENSOR WSHP WATER-SOURCE HEAT PUMP 1`ID zz HTR HEATER WSR WALL SUPPLY REGISTER ECCENTRIC REDUCER THRUST BLOCK O LEGEND AN D a HV HOSE VALVE WT WEIGHT C_ cD HW HVAC HEATING WATERATING AND AIR CONDITIONING FMRZONE TRANSFORMER �-�"` ABBREVIATIONS o ZD ZONE DAMPER Co c9 u_2 MO . 00 C, Cw INU9) 'N 11) IN 1 3) IN10) C 1 C2 C3 C4 (C6) C7 - . / . / . basset"! / • CA -- - - - - - _ SHEETNOTE& architects ____ _ - I A. DEMOLITION SCOPE OF EQUIPMENT, DUCTWORK, I1 CB -- - - - — — — — — — — — — - PIPING, ETC IN EXISTING BUILDING IS SHOWN FOR • APPROXIMATE LOCATION OF REFERENCE AND IS DEVELOPED THROUGH ' (E) STEAM&CONDENATE RISER REFERENCE OF EXISTING BUILDING AS-BUILT DOCUMENTATION. CONTRACTOR SHALL FIELD 721 NW 9TH Ave, Suite 350 : APPROXIMATE LOCATION OF VERIFY EXISTING CONDITIONS PRIOR TO Portland, Oregon 97209 ° (E) HEATING WATER RISER BEGINNING WORK. T (206) 340 9500 F (206) 340 9519 II B. COMPONENTS SHOWN LIGHT ARE EXISTING TO ,_ I REMAIN, TO PENTHOUSE . ' CC — — — HEAT EXHANGER -,__ I CML ENGINEER & LANDSCAPE o- •o oQ Cardno I r 1_`• ! I 6720 SW Macadam Ave Suite 200, — — • 9 Portland, OR 97219 �- d 1, T(503)419-2500 s ' GMEED MED GED GEEEEED GED GEEEEED GED GEMMED MI SEEMED OMB AMMER MED OMMEMED GED MENEM= GME =NJ - i TR T RAL EN WEER S UC U G p a I " T Catena Engineers II 2"H1WSIR C❑ - — — — — ° _ — 1 a 1500 NE Irving St, Suite 412 - _ ° ^ 4 Portland, OR 97232 I T(503)-467-4980 n a ° I ° 0 APPROXIMATE LOCATION OF a °1< ` I<. (E) HEATING WATER RISER C� ,. a - Ia• ° •. 1° ° e ' a MECHANICAL ELECTRICAL & �, _ - " ° PLUMBING ENGINEER Glumac a i ° r, Q W Fifth Ave., 1600 -0 C , 900 S fth eSuite -0 • . Portland OR 97204 r I, , • I I° r ad '. r T(503)-227-5280 I Ir sII ° " STEAMICONDENSATE ° . _ _ - FOOD SERVICE CONSULTANT _ IIILL d° -rr, = r' I : . _ ° .. . -,I .••-- . a :•n a„ a KEYED NOTES C. Webb Foodservice Design C F a ° 6 ^ a . ° - _ ° f 3700 SE Lafayette Ct I ° 1. ° I ° ° I ° l JI ! ° I. (, • °• �< ° 1 DEMOLISH ALL HEATING WATER SUPPLY/RETURN, Portland, OR 97202 V �° °s STEAM AND STEAM CONDENSATE UNDERGROUND T(503)-236-8566 _° ' ' 1 € _--. s --s d• e _° : —� - ° _ y— - .— ° e _ .I<. ° s a ;� a - ° - _ y _° _ •J �` - ,. • - J . _ Y, °_ - - ° ° o ° ° ° • • II — — _ °I • ::. o • ° s ° a 4 PIPING BACK TO BOILER ROOM ` STEAM/CONDENSATE ■ I ° I 4 .v ° ' 44 ACOUSTIC & AV CONSULTANT ! . 1" # >' 4I " s d ° - 2 (E) STEAM AND HEATING WATER BOILER ROOM ABOVE • I l ! ° • °-4 ' < TO AUDITORIUM The Greenbusch Group • I . .‘ j I e - a ,°` ° ° _ & 3 APPROXIMATE LOCATION OF (E) STEAM/CONDENSATE • "s . a Suite 201 ° ° a 6"' 1900 W. Nickerson St., S • l (E) 6" ° _ •: ' a l ° l " f ° ° —!. l —a` _ " — f.— (E) . - — = BUILDING SERVICE TO AUTO SHOP, FIELD VERIFY. PROVIDE �. T .� • s EMP af►�wr jllir ..i �.., M�' M./ Ori �.-An. ° 7 4 Seattle,WA 98119 *—LJ w� � T) — . ).. ,°. .---7, . a . ..l , - . I`", • 4_,.: . ° I • ▪` i • 'I a - °! • - I �_� TEMPORARY CONNECTIONS FOR STEAM & T 206-378-0569 C-1- 1 _: I l i 'a ° ° I ti a € ". I • i' ° I 1` a _ —. .,1" I I h. e • ; CONDENSATE DURING PHASE 1 TO KEEP AUTO-SHOP r _ — I • i -4 ° . o-, ° °- ° G FUNCTIONAL MATCH SIZE FOUND IN d _.�! � — 11 =— — a. ° `� e. . ,- ° , LHEATING H (E) S COST CONSULTANT s ° ° , ° ° a • •- - — — — FIELD. SA ° a , ° vd. - I ,. . d•�f ° I =° I 1 Q Construction Focus • " . -. ° ° ° • STEAM/CONDENSATE • a ° �� 4 THIS FEED SERVES"MUSIC WING" HEATING COILS- 740 Almaden St -- I - STEAM/CONDENSATE TO , ` - • ° ! ° • _ : . •' ° DEMOLITION OF (E) COMMON'S PENTHOUSE DURING Eugene, OR 97402 AUX. GYM ° ° _ g Q // -r--7-1- \ PHASE 1 WILL RESULT IN LOSS OF HEATING FUNCTION T 541-686-2031 Q < . I:°. d TO MUSIC WING- SEE(N) BOOSTER BOILER DESIGN TO _ - - i • �l = — '_ _ -7 < ° a eK. �, ° I . o . i` j • f 4 9 41 a ~rt I I ►:° • , , -' r. .-'° - - d.,• _ d6 SB - t ' °;., °q I 5 ONCE EESSTEAM BOR ER SYSTEM IS DEMOLISHED THE al ° 1 • ! STEAM/CONDENSATE , " 1 ° s °! „ _ ° ., ° =� ati. a ° (E)AUX GYM WILL LOSE ITS SOURCE OF HEATING. I ! -. L. a1: T - ° - ° - — 0 1: 11 RECOMMEND TO PROVIDE SEPERATE STEAM SKID "a,. ° ,< • e a . ° ° 3 l ° _:...A i 4 n.- a 3 ° �• RENTAL DURING PHASE II IF AUX. GYM MUST REMAIN °t —` . A _a , ` - °,,,. . - ° , ■ :.° a o ° ' - ° - I FUNCTIONAL. SC "` I ° L _ r !; -0 ,A 4} - " - a a y lVl r. " - ° ° ° \ --- , • _ <„ a ., - • ° - a - ." -�til _ ° _ - - -F d - - 4` ° - - ° 1 d " g s (E) 5 • ill SD -- --- ---._ - }- ._ ___.-- - - - - ._.. . - �_ ". '� -s' _ - - a - I - f. .�a_ ,4_ - " °!:>s ., °I ° na s ° ` , ^ - �- ° �, _o • ° <a • I} - ° - - }' 4-- I ! 1 I I - s ' � - Ii 4 - . I - 0 0 1 - r• •°` a B' - -a -'u ° ° a- . a .a SI ° ° "d ` — - 1 , . . I ° —_� l i 1, Tff` W€ ,II •, ,_€ - " - 4 1' p 4 ° _° ° ° °4 (E) HEATING WATER RISER a _ _ �_ < • ° • , COD HVk _ d " , ' 0 • SIR • a tl (E)3 - q. - , • 3 • . • . .- ..; . - 0— (E) 3112" ill. ________ , ., _..,.= ,. 4 . la I I ° I I ° ° ! e 1.1 I a I° r .., _ 1 U_ Iilllilli� - - ! b - .. .� ° - ° � ° - d - ^- ° a „ A a- - _ dL -� -4 - d I • • 8a' € �� 1', 1 1,< ; E 3" I. s < ° 1. } ! O ° Yt - " � s a I ; 1 STEAM/CONDENSATE TO , k 1 a - t I ` - - • , 'APPROXIMATE LOCATION OF - - a AUTOSHOP BUILDING, ° f o . (E) HEATING WATER RISER a a " ° 0 i �a ISH — — f — i ROUTES BURRIED — ° • - ° _a ° .— • .4- • ,°I —° !• 4 I" n I • °-1_ I" - 1 1 •e e °•.I _`,2 " °' "r °`1--- - UNDERGROUND ° • • ,V1-+-1 II ifi1lilfl 1-1 Illl1ll�t.l.l.r -] " _ a r __ L • MEP 91=1.=1 � '� °• - • •a Q - Ic - _ ' ., a a° °- D .. ��Li J ° ° "'�h'►_ h _ I 1 I a s I • • - b. a — 1 1 1° y ,1 , 4 e i I I ! I ! 3 te ' $ ` .x r ° aa a a 4 411 H I a ° `� # la ` _ <d I ° , • • a ae1 ° � ° .. ▪ aAt a ° pI DATE I Lc • ea � ° r d s -_ — _T_ EB , I I e6 ° ° ° d _ • .r ° - f d ti ill C I L _ ii 12) v� N? N ° j a ,, I 4° .__.. --Tc_ . 3-j— • ,.. [ , _ ,_ _ �� T l I ! - a o APPROXIMATE �""—` 5 .______. _ __, _ . I I ! r �•� a� � � I LOCATION OF STEAM : ,._ -. -- '� 1 El i E2 RISER TO AUTO SHOP ; _: --- .- I " MEZZA N� L —�I , _ ____, � _ _ __ a I 1 I I ! I so C I 4J r a° z I- 1 •IIIIIII17 I L_ ) ._ ,I • I • I �� j I ! ! 4J�.1'Ilu- , H TIGARD TUALATIN SCHOOL DISTRICT I 1 `C m II i I h ,, iIIIJ _ 11,1i, SP - I _ I• L rt - - _ maimow- �' TIGARD HIGH AUTOSHOP Ii Iil -- =_'' I l 1 SCHOOL _______ , _ , . I ---_ ! , , 1 ' : 1 ' El,,,, . . . ODERNIZATION --- 31 i € SQ i- — e—J J- 1 € I — 11 1 W 9000 SW DURHAM RD, 7 It. . .1— , , _ �� 4 TIGARD. OR, 97224 I0 140411) 010 9 C8- 6 40 7 - . 0 0 Z JOB NO: 16992.00 111 I i I I I 1 I r ISSUE DATE: 03/28/2018 ` : 1 Jurisdiction Stamp Area LI f EXPIRES. 12/31/19 (0,<c( PROfffr r, I NE-4.—":- .7....,:., OREGON • i a A M. Cr 1 / \ /11 \ iIII S3 S41 S5 S6 8 S9 (S 10) (S 11) (S 12) (S 13) -1111r . a� 1 -- ,� — _ }EMO PLAN — HVAC zZ CO• UNDERGROUND s2 N c-I PROJECT NORTH TRUE ' V 4 NORTH �,\ zO 0UNDERGROUND - FLOOR PLAN - HVAC DEMO �� MDI • 10 SCALE: 1" =20' 0" 1" = 20'-0" C "" i ■�■�. . . ❑ 0 20' - 0" 40'-0" 60'-0" 80'- 0" basselil architects SHEET NOTES . A. DEMOLITION SCOPE OF EQUIPMENT, DUCTWORK, PIPING, ETC. IN EXISTING BUILDING IS SHOWN FOR 721 NW 9TH Ave, Suite 350 REFERENCE AND IS DEVELOPED THROUGH REFERENCE OF EXISTING BUILDING AS-BUILT Portland, Oregon 97209 DOCUMENTATION. CONTRACTOR SHALL FIELD T (206) 340 9500 F (206) 340 9519 VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. B. COMPONENTS SHOWN LIGHT ARE EXISTING TO REMAIN. CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St, Suite 412 Portland, OR 97232 T(503)-467-4980 MECHANICAL ELECTRICAL & PLUMBING ENGINEER Glumac 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland. OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT KEYED NOTES The Greenbusch Group 1900 W. Nickerson St.. Suite 201 1 DEMOLISH ALL(E) HVAC IN SOUTH AUTOSHOP Seattle,WA 98119 CLASSROOM SPACES. THIS EQUIPMENT DOES T 206-378-0569 NOT FUNCTION WELL PER TTSD AND HAVE STEAM COILS. COST CONSULTANT 2 DEMOLISH (E)CONDENSINT UNITS SERVING Construction Focus SOUTH AUTOSHOP CLASSROOM UNITS. 740 Almaden St. RELOCATE DURING PHASE 1 TO SOUTH SIDE OF T , OR 9 6 T 541-686-2031 BUILDING IF COOLING IS REQUIRED DURING CONSTRUCTION. 3 DEMOLISH (E)AUTOSHOP UNIT. KEEP(E) SUPPLY MAINS AND ASSOCIATED EXHAUST FAN FOR REUSE. UNIT HAS STEAM COIL THAT WILL NOT FUNCTION AFTER THE (E) STEAM PLANT IS DEMOLISHED IN PHASE 2. r- -- ------I1r = 11 1 I ' DEMO ALL MECHANICAL 1 I �' EQUIPMENT, DUCTWORK, 1 PIPING, CONTROLS AND co 1• I I ASSOCIATED COMPONENTS J 1 1 I IN THIS ZONE. J 11 _ — — —� I Ili �i1 I II 1.-h II J� — L_-Li-i�.iiiirurii iiiiiiiiiiiiiii 1 � �� _ ,_4 ',��_ JL- __ 1 II I �- II II 1 1 • II II 1 I II I 1 ._ .�� 7ILIr 7r �I 1 1p II 11 11 1 iIr L1 INN tdJ i:1a jL _ _JI , II , ,� _ - 1 1 ' ' _ 1 L I- 1 �L 1 1 II 1 I _ I /1\I DATE 1 iI rrr lir I F1, II II ilF 1 161 iII II IIF 1 L I I� — S1 L_.— �I N I 1 At 1 I� I IF �� , 1 _ ,- 8 ;1 1� I 1 - . J .S 1 E ,- I �= E2 kW iii�iai;�iiii ii�iiii� _._�._.__�_.� -T" _ r., ll a 1 t -; r� o _ _ S2 11 f- I , I 1 0 1 {_ Li. ,—,. ..„,__. ... _....__....____,.„ I79,4—LXNGMAKE II I — I'' o, u�Ilu TIGARD TUALATIN SCHOOL DISTRICT UP AIR UNIT ' II I 1 - 111111. I 1 I - I = - L1 I J ,/,-. 1 I= TIGARD HIGH 1 1 ,:i _ , _ 1 SCHOOL II it - LI , _ , - 1 11 1 r 19 MODERNIZATION 1. ii 1 II_,_ I I 0 I 0 I - II - - - 0 ' 1 c W C — 1 90SW DURHAM RD. TIGARD OR. 97224 LII C — — II II -r-F •• II I Z JOB N0: 16992.00 =El� 111 II _ I I 1 1 ISSUE DATE: 03/28/2018 I r�1 ` Jurisdiction Stamp Area _ = = � J C f �E 1 i'�� I I EXPIRES: 12/31/19 D .� I I W a �Ra 1 F 1 I I Cr) t`' 90 �9 1 1 1— L 11 i L- -_�J - =.- OREGON J 12 iiiiiii ,«_�T _ VN - �iiiiifiiiiiii - - -p��BER 3.‘:1. 4-' Cru. aa- DEMO PLAN - zz co MECHANICAL F-E__ LOWER LEVEL N /� <__ PROJECT NORTH TRUE ' V C NORTH �,1 zO LOWER LEVEL - FLOOR PLAN - HVAC DEMOLITIONr .____) �� 401 _ . " C MD1 . 11 SCALE: 1 - 20%-0" 1 - 20 -0 W ■ii - I basselti 1 IMMIMIMMOMM� � �� MM4M4M4MMIMMI SHEET NOTES architects - - r� �,_ A DEMOLITION SCOPE OF EQUIPMENT, DUCTWORK, PIPING, ETC. IN EXISTING BUILDING IS SHOWN FOR i— _ _ HWS/R HS/R RISER AND -- _ r. - •® 11 1 CAP PIPING W CEILING LEVEL. REFERENCE AND IS DEVELOPED THROUGH ATREFERENCE OF EXISTING BUILDING AS-BUILT -L- __- _ .._ 1 I THIS BRANCH WILL BE ABANDON. FIELD 721 NW 9TH Ave Suite 350 — --- - MUSIC WING WILL BE REFED VERIFY EXISTING DOCUMENTATION. CONDITIONS PRIOR TO Portland, Oregon 97209 SHALL - _� _.�. —, C — WITH HWS/R FROM MUSIC WING GINNING WORK O ir�mimmIM+♦�� : F- - -. .. - - -- I — , P ' PENTHOUSE -SEE NEW WORK B. COMPONENTS SHOWN LIGHT ARE EXISTING TO T �2�6} 34 9500 F {206} 340 9519 11 - — _ 1 /� I 'I REMAIN. : I rr • ._L ---, ,MI . 1 It 1 1- I Cu ►/ �;�� o 11 r ° Cardno K- - -• 6720 SW Macadam Ave Suite 200: �u • — Iami■D►:1J" c ( )ASU :� 6r�� • I j �.. rl 1—..f1- �jniII— 1 1 �! _. �- 1 li �1!! �ASU� - - - - - - T - - -'?_ _ STRUCTURAL ENGINEER II If l! IT ` J ! X11 7— — - II ASU Catena Engineers 1 I / j ( / 2 1500 NE Irving St., Suite 412 II III] 1 1 o II r l Portland, OR 97232 I 1 I II 1111 1 i 1 I 11 ' 1 1 T(503)-467-4980 - - - _ I II I -� I `' I I 1 Il la :>. ::.',' _ MECHANIALEECTRICAL & ' � ' , , 1 � lwi l■ y�`+�FOj PLUMBING ENGINEER _ _ I G ii _ — — — — 9 1 (,,„ _ II -- -:• : s-- loo , ' ��, (,-, -'I I Glumac I 11 !1 IP ti o © o - o I I ■ l.r42; -- - 41:%:. 900 SW Fifth Ave. Suite 1600 I !I 1 I _Jr, - -, - 11 _— _ 1 I ,5 I - - ;• 16 Portland, OR 97204 LJ = II 1 1 �� — — — — �� I , _ : i -� T(503)-227-5280 I Il II I! I I I! _. T �� _ i 1! 1 �` 1 _ �L JL II , E---. _ 1 �, 11 it !! II II II \4� 7 �• Q ASU ASU c10 FOOD SERVICE CONSULTANT `-r1= _ _ �� _ - - — - _E 1 I 0 10 4 Webb Foodservice Design II 11 I -- h — _ _ — — I — — — — / Lafayette Ct. �� — _ � �I 1 — _ 111 _ RTU — 3700 S E u I! �I 1 - _ _ &Ai _ .� — — — — - - -1=1 - - 17 KEYED NOTES Por tland,}d, OR 97202 — — �� — — -- -- — I I 503 236 8566 I d s `4-- _ ' I I— ` 7 1 - = r I ! ` - - s 1 (E) BOILER ROOM-RELOCATE 2 E HYDROTHERM -� L ! S � ) � ) ACOUSTIC & AV CONSULTANT fr— h ' 11 0 SI - II �f II !! � The Greenbusch Gro p I - I 1 !! I� J! !! II II II II U II !I IHn-on - - iL - {-s.- I LEVEL OF NOEW)CONS RUOILER ooONM ORELOCATE(CATION IN OWCR1� , — ° o --- e CENTRAL CONTROL PANELS/HARDWARE TO(N) 1900 W. Nickerson St.. Suite 201 r — � a o Seattle,WA 98119 ' -# I NOTE! DEMO DUCTS CROSSING - _ BOILER ROOM. T 206-378-0569 I I - J DEMARCATION LINE I. RACIU RTU 2 THE (E) STEAM SYSTEM SHALL BE FULLY IL ` 4110 LL- J1 d� ih = -C 71------L. '--In --- 1I=7r- - 410 _ J .:7 . I --�� - - I1.-- =`s_ .�_c_=__�c� r _ 15 • 04-6�` DEMOLISHED FROM THE SITE INCLUDING BOILERS, COST CONSULTANT I IT 1_ � = _ II I- - �' iJL 11 II ° a I PIPING AND ASSOCIATED COMPONENTS. STEAM 11 GW7 �1— I 'I- - J r � ---JI I I ! II 1 I II = = -� In, I I I I COILS INE AIR HANDLING UNITS TO REMAIN MUST Construction Focus L _ _A II _ II I111 _ I I I _" HAVE THEIR STEAM COIL REPLACED WITHHEATING740 Almaden St. Il I _ L� J! II J - ! I I I C Eugene, OR 97402 ` ��M��M�' 17- IIIA 71 !! [�� ` I II I . IL — — WATER COILS SERVED OFF THE (N) HEATING T 541-686-2031 JL - _JulII o EI II IC ! �I Hi == ^ ^ WATER SYSTEM. SEE NEW CONSTRUCTION. - - - - -II !I r= � I TIT L JUL - JL - J I IL 3 HEATING WATER SUPPLY& RETURN SERVING Z I II ! I !r- - �11 �_ "MUSIC WING"APPEAR TO BE ROUTING O STEAM - - �� I'. IL - - �� II - � '. ' UNDER-SLAB BASED ON FIELD REVIEW. I Ir - I- I� i- -�� i ° ° __,.Fr �== L BOILER f° 1.- -'-.1[1:-.1--- ,y 117-- -- . CONTRACTOR TO FILED VERIFY. I II HEATING WATER �I II • ROOM 11 BOILER I II ® AHU II ti I I -.- �� 4 STEAM TO HEATING WATER HEAT EXCHANGER J I O !! 1 I I I i SERVING"MUSIC WING"WILL BE DEMOLISHED. O 2 I] ROOM I ,r ° ° 5 RETURN DUCTWORK SERVING LOW RETURN I I Cl Q ' I II * 1,� • GRILLES IN THE GYM TO BE DEMOLISHED. 2 Iii I I - - '�- = �! _ DEMOLISH RETURN GRILLES AND PATCH/REPAIR UJ I R,„- =-4 = = = === = = � - C ! WALL TO MATCH INTERIOR GYM DESIGN. I I IE.. - - - - - �J�� _®=., I o o _ I - - - - - - i COORDINATE WITH G.C. ALL RETURN AIR WILL BE I 1L.- II �=! C HIGH IN GYM PER NEW DESIGN. r I' I tHII _ ly II�� I iri ; r-,- _ �_ 6 DECOMMISSION "PIT FANS"-ASSOCIATED LOUVERS V77DEMO ALL MECHANICALma[ � I - I ' r, CAN BE DEMOLISHED. BASED ON COORIDNATION I! a I" i II �,,.� WITH TTSD THIS SYSTEM IS NOT CURRENTLY IN EQUIPMENT, DUCTWORK, I 1 d =1 _ II- r \J ' � " �i■I a� ❑ PIPING, CONTROLS AND I I = I - J I ,�---. -- --:-- 11 ��J USE. ASSOCIATED COMPONENTS IN IH. 1:'1I #- l II rr"-liff7J \ 7 DEMOLISH (E) HEATING WATER RISER THIS ZONE. I I (I �1 II LL I I ° ° — , _ w,_ - 8 DEMOLISH LOW PRESSURE DUCTWORK BACK TO(E) D 1 4 � - _ _ k = _ _ �! — J1 II VAVBOXCO II II �` b , �. ' 0 DEMO EXISTING PIPE 9 DEMOLISH ASU-3&ASSOCIATED DUCTWORK. RISER FROM TUNNEL SPACE IN PENTHOUSE WILL BE UTILIZED IN NEW J \� AND BACK FEED II II II c �� ° ° - - �� - JL - - - - �mi�e ' .. __ 10 AIR HANDLING UNITS LIVE IN MUSIC WING II II !! ~ — - — �l�w�`_ . ' - i1TrrrTrrrrrrr .. WITH HEATING I I WATER SYSTEM. SEE I 1 IL - -JL �t= ' NEW PLANS. PENTHOUSE. U - 11 AIR HANDLING UNITS & EQUIPMENT LIVE IN 1 r� h— 9- -- ' • I., L COMMON'S PENTHOUSE. 1 IL - - Jt�rrrTrrr � I . , - , IIS - - _....=„i _ 711 - _ Illih IP-MI . Wiii iiiiiIIIII...„ irrrrt rt rtrrrriiggr }1.- 12 AIR HANDLING UNITS& EQUIPMENT LIVE IN - L PENTHOUSE- it 1- - , I IF , -- ----,1 ! II ____,=. ==- ll DEMO EXISTING PIPE &� .. ,� I RISER FROM TUNNEL ! II ND BACK FEED WITH -'' ILf I( . ._�` i I I _19 II - o HEATING WATER I zt II SYSTEM. SEE NEW =111=1 LO, riII i 1.)41=1PLANS - .-: -a -_ -- -- I I o : I-- I ...,,7 --k \ . , 1A.�1 a o DATE II o 00 o o 0 0 0 o a I r _ , II a a t Y.1 N CD I I I a • ? L -4ill r ii 1L- - 1 T.._. 7=___ I I -• i__j >P '. , I I ' (;— 1 .; ;4,-1 - S 1 EI- E2 1 I — - II _-� I- �L� I II=, i/ � -i - S2 xl r�, . H - Pix1 .� I e . 1),„ . .•a,00110 - I. _ T'I I i i'�1 I•"� TIGARD TUALATIN SCHOOL DISTRICT J. J liliillllll J <, ,. 1 ; r 1 . Iml 1iG/\FiJ H I I (u I I • --_ � Io SCHOOL 1.___________________M II ; .••,. ,.,......_, . . 1ODERNIZATION FXV W 9000 SW DURHAM RD. Is__N/ TIGARD OR 97224 Z JOB NO: 16992.00 : ] '----11 - `.. ISSUE DATE: 03/28/2018 relil 1 -- Jurisdiction Stamp Area I� EXPIRES:,Gt12/31/19 - up (,,_,K--, PROFlir �� 1 2 � OREGON ,� 0 , Li cruj S,S,�q M. C��G IN11 r o _ LL x11111111 A. a n- 1 IIDEMO PLAN - zz co dECHANICAL MAIN 1.--i_. LEVEL MAIN FLOOR - FLOOR PLAN - HVAC DEMOLITION N �� PROJECT NORTH TRUE ' V SCALE: 1" = 20'-0" NORTH0 zO ISI! Zo,_o„ �2 MD1 . 12 ■■■■■■■ - ■■ 11L1 ■ ❑ o 20'-0" 40'- 0" 60'- 0" 80' - 0" basselti/ 9 SHEET NOTES ,architects '_ �- A. DEMOLITION SCOPE OF EQUIPMENT, DUCTWORK, - �� -"--_---_ � , - _ - PIPING, ETC. IN EXISTING BUILDING IS SHOWN FOR i-- __t-___-- —_---- r_____________________________I REFERENCE AND IS DEVELOPED THROUGH — c - _ — FIELDREFERENCE OF EXISTING BUILDING T721 NW 9TH Ave, Suite 350 _ _ - __r— — DOCUMENTATION. CONTRACTOR SHALL Portland, Oregon 97209 VERIFY EXISTING CONDITIONS PRIOR TO - I BEGINNING WORK. T (206) 340 9500 F (206) 340 9519 IF: -— _ --�_� 1 B. COMPONENTS SHOWN LIGHT ARE EXISTING TO 1MP N REMAIN - __ _ _ 1 1 eE +• EM��MII•IMMOMM1 1I CIVIL ENGINEER & LANDSCAPE I RETURNS 1 Cardno ' I II 6720 SW Macadam Ave Suite 200, Portland, OR 97219 I I 1 =- —_ i e 6 e a e, - T(503)-419-2500 I I SUPPLY SUPPLY 1 STRUCTURAL ENGINEER I , - 32 I Catena Engineers 32� 1500 NE Irving St., Suite 412 I I I ' MUSIC WING PENTHOUSE Portland, OR 97232 T(503)-467-4980 1 1 1 -+ 380 _ 380 5 ', .- ,, _ ->� _ _�.. MECHANICAL ELECTRICAL & 1 I I PLUMBING ENGINEER I 074 Glumac I I I I _�:FA :. 900 SW Fifth Ave., Suite 1600 ' 1 1 Portland, OR 97204 T(503)-227-5280 III s 1 11 I I- ---- - _ _- .. 1 . FOOD SERVICE CONSULTANT I 1 _�- _ -- - - -- _ 1 r- Webb Foodservice Design _ — 3700 SE Lafayette ' 1 _ — 1 I Portland, OR 97202 1 I 0_ o 1 1 KEYED NOTES ® T� CONSULTANT 1ACOUSTIC &AV ' -_ _ I i., 1 DEMOLISH SHEET METAL TO THIS POINT. SHEET The Greenbusch Group 1 w _ �tf� - _ -._ j ° „ METAL DISTRIBUTION IN THE"MAIN GYM"WILL BE 1900 W. Nickerson St., Suite 201 - I REUSED IN NEW DESIGN. Seattle,WA 98119 1 C — _ _ -- -- 1 T 206-378-0569 2 DEMOLISH AIR HANDLING UNIT SERVING"MAIN GYM" 1 1 _ _ _ I 1 UNIT HAS A STEAM COIL AND NO COOLING FUNCTION. I -...- — — — — _ COST CONSULTANT L__ - — — — — T. --- — -- — I 1 _ Construction Focus I l� �I C _ _ _— . — — I_ _ 740 Almaden St. I ILki CD H_ �� , Eugene, OR 9 6 I _ 1 �` , II! _ �,:_. w Il J 1 =_ T 541-686-2031 ° 0 I ____ _ 1 r `--MOM—+♦IMO--M110 — DEMO RETURN AIR RISER - - ' AND ASSOCIATED GRILLE. ' - I � "' 1 PATCH AND REPAIR WALL. 1 0 ° II N111— -- COORDINATE WTIH GC. �� I 1 = 7 I 1 O 0 F ( g I 1 -1=1;Ptr = u 1 I ° r - o I I - - 1 I _ _ -I - ' L21 I 1 IDEMO ALL MECHANICAL 1 1 1111 AI I EQUIPMENT, DUCTWORK, I , ° ° y PIPING, CONTROLS AND i 1 ASSOCIATED COMPONENTS IN 1 1 , 1 THIS ZONE, 1 1 1 1 ° DI - N 14 ,J,,4 �. v r----- 1 1 1 riiiiiiiiiwi 1 '� I IIIA Ii 1 - 11 1 - L x - ^, 1_llIllll LL� t I 0 0r-- _ . E II 11 If l�►��I �:_ I II -. j �� II = IND I 1 .D 1 ° ° fi , IIII IL j I 1 i I 1 1 I I a °I _ __ [ . _1 I i - 1 I At DATE ■ I 1 »1U J N 1 1 1 S1 I L. / , , r al s i s :,in , , ii I L E2 0,6„...=, _ W �. , , i zr - LT s s d -- II .. a _1 r ii 'r I L-11 -, 1Iti ILI= 1 ' I I 1111111111 nil �_ ,Iiif loll' I 1 ti J - I I I I,I I I I I f TIGARD TUALATIN SCHOOL DISTRICT • 1 1 E- I a j _ , . r illiilimi • 1 I � �. , n " r� l, , TIGARD HIGH I lIT - - ._- . SCHOOL 1 r I- _ , . ODERNIZATION `________.._. .._______J a . 9000 SW DURHAM RD. I8 TIGARD, OR.97224 Z JOB NO: 16992.00 IIII= — ISSUE DATE: 03/28/2018 1 Jurisdiction Stamp Area 1 EXPIRES: 12/31/19 W ��\i PROS til. 1 ti ` „� `- ,Girvf-*/ V' , 1- ,I yU �� ' 1 """" ' OREGON �� C 0 C (Ort-, -6Z/ M. G�F'G _ Cr zz DEMO PLAN - • CO MECHANICAL 'P UPPER LEVEL NQJ PROJECT NORTH TRUE ' V C NORTHVrI z_O UPPER LEVEL - FLOOR PLAN - HVAC DEMOLITIONM. • • • 20'-O" - �� MDI . 13 0SCALE: 1" =20'-0" ■ ■ ■ ■ li❑ 0 20'-0" 40'-0" 60'-0" 80'-0" r....... .. .... ... .." KEYED NOTES ® assetli ___________ architects i_ I , 1 n - 1 ! ! °I I I I 1 I 721 NW 9TH Ave, Suite 350 I Portland, Oregon 97209 ��111.77� 1 T (206) 340 9500 F (206) 340 9519 IND , ' I I I 1 43 I ,_s__,,..„...,_ ,.. _:_..,,,,,___ __,___ 1 1 i 1 ■ 1 I I ' ' , 1 --�`� CIVIL ENGINEER & LANDSCAPE I I = _____ Cardno • I " 6720 SW Macadam Ave Suite 200. I ED I1 ' 'ii%; ��, Portland, OR 97219 - I I ,� 11 �...'I T(503)-419-2500 1 1 1 -� (E) PENTHOUSE W/ANUS 1 SHEET NOTES ' Ij (HEATING WATER) &STEAM I STRUCTURAL ENGINEER 1 TO HOT WATER HEAT EXCHANGER i A. DEMOLITION SCOPE OF EQUIPMENT, DUCTWORK, Catena Engineers 1 I PIPING, ETC. IN EXISTING BUILDING IS SHOWN FOR 1500 NE Irving St., Suite 412 1 RTU I x I I I I REFERENCE AND IS DEVELOPED THROUGH T(503)-467-4980 32 REFERENCE OF EXISTING BUILDING AS BUILT Portland. OR 972 1 ' ,_ 1 DOCUMENTATION. CONTRACTOR SHALL FIELD I 1 MUSIC WING PENTHOUSE VERIFY EXISTING CONDITIONS PRIOR TO MECHANICAL ELECTRICAL & 1 I I BEGINNING WORK. PLUMBING ENGINEER I - i ' 1 B. COMPONENTS SHOWN LIGHT ARE EXISTING TO Glumac I RACU REMAIN. I ' _ ' _� 900 SW Fifth Ave., Suite 1600 16 Portland, OR 97204 I I T(503)-227-5280 II1 ° I I FOOD SERVICE CONSULTANT . I - I I Webb Foodservice Design I i � ' I RTU 3700 SE Lafayette Ct. 1 17 Portland. OR 97202 I �, T(503)-236-8566 1 I. I • 1I ACOUSTIC & AV CONSULTANT I _ _ 1 RTU RTU I The Greenbusch Group 1 �•• J x X = 1900 W. Nickerson St., Suite 201 8 x... ,.._. Seattle.WA 98119 I iii n li__il T 206-378-0569 I RTU j I COST CONSULTANT i ® Construction Focus I x I 740 Almaden St I I Eugene. OR 97402 `______MD____' RACU I T 541-686-2031 I :- ASUI6 I ( 23 7,0 1 [..... I (E)STEAM BOILER FLUE I ....I I - (E) PENTHOUSE W/AHUS I , (CHILLED WATER/HEATING WATER) i I1 ui I r0 I RTU V 1 x I (E) CHILLER RTU CI DEMO ALL MECHANICAL 5 EQUIPMENT, DUCTWORK, 1r y - J_ bi PIPING, CONTROLS AND I ASSOCIATED COMPONENTS IN THIS ZONE. 1 I 1 I J 1 �_____a ._,.1 1 I D 1 Li- I Ell 1 _-21 RTU ° � I ..., ( T 0 1 ' I Ilf I 1 RTU RTU RTU RTU I X X X I X I I I RTU 1 X I 1 I 1 I i 1 I I I I 1 DATE 1 I i I 1 N 1RTU I • ■ U A -2r." .1;. X 1 • � i�j `________________IM___INIIMI RTU1, 1 r, Xt 11 ' , -J SiS i I E 1 _...] 1 !x� �� in -air; I 1 m _� II ■ H TIGARD TUALATIN SCHOOL DISTRICT I ■ I I RTU RTU2la TIGARD HIGH I I � 3 I I � � . . SCHOOL I I I I ODERNIZATION I I I I 0 • W 9000 SW DURHAM RD TIGARD. OR. 97224 I I RTU a L___________________� z JOB NO. 16992.00 REPLACE(E) HEATING ISSUE DATE: 03/28/2018 WATER COIL ASSOCIATED "pi' I WITH THIS RTU. MATCH (E) Jurisdiction Stamp Area ` CAPACITY BUT WITH A COIL SIZED 1 EXPIRES: 12/31/19 FOR 140 DEG. F. ENTERING WATER TEMPERATURE. CONTRACTOR TO FIELD �w^ �� Pl%vff j VERIFY LOCATION OF COIL WHICH IS v J (/ �,NG t N .. • SUSPECTED TO BE IN THE BUILDING UNDER 90 THIS RTU. `. s --� 1CC cR OREGON C v��R 1;L� �� M S'VA M. C6`F'G aa- DEMO PLAN - zz 'l E HAN I AL ROOF co c c Q� PROJECT NORTH TRUE ' V CJ ROOF FLOOR PLAN HVAC DEMOLITION41— NORTH ZO 0SCALE: 1" =20' 0" M. = Zo'-o.. ,2 IV1DI . 14 . . . . I_ Cw ■ ■ ■ ■ _ - �`'❑ 0 20'-0" 40'-0" 60'- 0" 80'-0" bassetil erc/liitects 721 NW 9TH Ave, Suite 350 Portland, Oregon 97209 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200, Portland, OR 97219 T(503)-419-2500 SHEET NOTES STRUCTURAL ENGINEER A. DEMOLITION SCOPE OF EQUIPMENT. DUCTWORK, Catena Engineers PIPING, ETC. IN EXISTING BUILDING IS SHOWN FOR 1500 NE Irving St., Suite 412 REFERENCE AND IS DEVELOPED THROUGH Portland, OR 97232 REFERENCE OF EXISTING BUILDING AS-BUILT T(503)-467-4980 DOCUMENTATION. CONTRACTOR SHALL FIELD MECHANICAL ELECTRICAL & VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. PLUMBING ENGINEER B. COMPONENTS SHOWN LIGHT ARE EXISTING TO Glumac REMAIN. 900 SW Fifth Ave.. Suite 1600 l Portland. OR 97204 T(503)-227-5280 FOOD SERVICE CONSULTANT -- DEMOLISH (2) (E) STEAM COILS IN AIR HANDLING Webb Foodservice Design UNITS SERVING THE AUDITORIUM. 3700 SE Lafayette Ct. . . Portland. OR 97202 DEMOLISH (E) STEAM ROOM HEATER T(503)-236-8566 _ ACOUSTIC & AV CONSULTANT _ The Greenbusch Group r (-- - - - _ - _ _ - - 1900 W. Nickerson St., Suite 201 r r Seattle, WA 98119 rr T 206-378-0569 u , r r 11 COST CONSULTANT rr r Construction Focus 740 Almaden St. r \ r r Eugene, OR 97402 r r DEMOLISH (E} STEAM ANDS T 541-686-2031 1 r CONDENSATE PIPING ROUTING SEE UNDERSLAB DRAWINGS �,'_,'_-� TO AIR HANDLING UNITS IN MECHANICAL ROOM FOR CONTINUATION r r ....,....> rr rr y6 11 1-- 1 DEMOLISH (E) r ' --, r / STEAM&CONDENSATE LINES rr rf J - ' IN TUNNEL r r Ir - rr ` - r I 1 1 r ui 121 11 rr rr r 1 N___ 2\ , Ir\ iset ' r ! c,,, _, ` fr r rDEMOLISH (E) STEAM AND / 11\ ` CONDENSATE PIPING ROUTING D i X r ,\ _ HIGH THROUGH SPACE CO DEMOLISH (E) 1 I r . 1 ,f STEAM&CONDENSATE LINES I II rr IJ IN TUNNEL 1 i ! r } r I I D I , I Li_ I , ,� ! 1 4 I If, 1 4 , r I I ] ` � r1 } , , ! I I ! I DEMOLISH (E) STEAM COIL II 'I r r IN SINGLE ZONE STAGE UNIT. .D if,6 UNIT IS HIGH IN SPACE • I I OD L MP 11111 1 / pj::id STEAM/CONDENSATE RISER • DEMOLISH (E) STEAM COIL 4111IN MULTI-ZONE UNIT IN BASEMENT 1p • At DATE i LI , . / U.1 ''''''-) N { iliilll IllII II ;i '' _ � iu I0 it iiiiil ililliiiiii iii i1t 161—®�.Jei161.1_61�if- N2 N1 � rl i R J I .:,./... _ S1 El _Lii, .. r 11 .- S 2 0 TIGARD TUALATIN SCHOOL DISTRICT 41 TIGARD HIGH 11 SCHOOL ODERNIZATION .."".".". F; ) sei;p �1 0 0 07 TIGARD00 SWDOR. 97224URHAM D Z JOB NO: 16992.00 ISSUE DATE: 03/28/2018 1 Jurisdiction Stamp Area EXPIRES: 12/31/19 W0 PROf fs Q CO 4�0a� 1 N�4 `f4 OREGON "" f. etR ,:. ...,-.J. ,k,.., • CLL y0q M. GNF. ci IY^W Ili � [ , II�Tl l DEMO PLAN - CO z MECHANICAL FLOOR PLAN - HVAC AUDITORIUM - DEMO PLAN AREA A2 Lo SCALE: 1116" = 1-0" 1=1= NU D I T O R I U M PLAN o AI /�� co PROJECT NORTH V TRUE ' V —J T �h NORTH 0,„„„) CO 0 N lir 22 MD 1 . 16 co 1116" = 1'-0" C W II i NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS. PLUMBING BASIS OF DESIGN ABBREVIATIONS PLUMBING LEGEND AREAPPLICABLETOTHISPROJECT. REFER FIRE PROTECTION bassetti I n DETAILS AND NOTES FOR MOUNTING ABV ABOVE SYMBOL DESCRIPTION SYMBOL HEIGHT�ESCRIPTION SYMBOL DESCRIPTION architects AD ACCESS DOOR 1% SLOPE A. THIS BUILDING DESIGN ISA RENOVATION OF TIGARD HIGH SCHOOL. THE SCHOOL ADA AMERICANS WITH DISABILITIES ACT * TRAP PRIMER / DIRECTION OF SLOPE F FIRE MAIN ORIGINALLY BUILT IN 1967 HAS BEEN ADDED TO AND MODIFIED MANY TIMES OVER THE qFF ABOVE FINISHED FLOOR >s DIRECTION OF FLOW AS AUTOMATIC WET SPRINKLER COURSE OF ITS LIFE. THIS REMODEL WILL REPLACE A LARGE PORTION OF THE AFF ABOVE FINISHED GRADE cf BALL VALVE a PIPE UP OR UP& DN CSP COMBINATION STAND PIPE 721 NW 9TH Ave. Suite 350 EXISTING STRUCTURE. THE CONSTRUCTION WILL CONSIST OF TWO MAJOR PHASES. AP ACCESS PANEL a PIPE DOWN DSP DRY STAND PIPE Portland. Oregon 97209 EXISTING DRAWINGS ARE INCOMPLETE AND CARE SHALL BE TAKEN WHEN :11 BUTTERFLY VALVE c PIPE DROP ARCH ARCHITECT T (206) 340 9500 F (206) 340 9519 INVESTIGATING AND REROUTING UNDERGROUND UTILITIES AS THE EXISTING CONDITIONS ARE LARGELY UNKNOWN. ASR AUTO FIRE SPRINKLER RISER xDOUBLE DETECTOR CHECK VALVE ASSEMBLY BAS BUILDING AUTOMATION SYSTEM GATE VALVE TOP CONNECTION BRANCH LINE BUTTERFLY VALVE W T BOTTOM CONNECTION - BRANCH LINE 1� DOUBLE CHECK VALVE BACKFLOW PREVENTION B. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL CONTRACT DOCUMENTS AND BFVBHP BRAKE HORSEPOWER BALANCING VALVE ASSEMBLY(DC) CIVIL ENGINEER & LANDSCAPE COORDINATING WITH ALL DISCIPLINES. BTU BRITISH THERMAL UNIT • - - COLD WATER Cardno BV BALL VALVE SHUT OFF VALVE IN CONCRETE YARD BOX - - HOT WATER OS&Y GATE VALVE(OUTSIDE SCREW&YOKE GATE C. CODES AND STANDARDS (LATEST EDITIONS UNLESS OTHERWISE REQUIRED BY AHJ) _ - - - HOT WATER RECIRCULATION 6720 SW Macadam Ave Suite 200, BWV BACKWATER VALVE VALVE) Portland, OR 97219 1. AMERICANS WITH DISABILITIES ACT(ADA) CA COMPRESSED AIR A ANGLE GATE VALVE - - VENT TS TS T(503)-419-2500 2. OREGON BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION CD CONDENSATE DRAIN PIPING BELOW GRADE OR FLOOR OS &Y GATE VALVE WITH TAMPER SWITCH (AHJ): CR STEAM CONDENSATE RETURN I) SOLENOID VALVE PIPING ABOVE GRADE OR FLOOR STRUCTURAL ENGINEER A) 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2012Cs FDC CFF CAP FOR FUTURE SANITARY SEWER,WASTE OR SOIL FIRE DEPARTMENT CONNECTION Catena Engineers INTERNATIONAL BUILDING CODE WITH STATE AMENDMENTS. CHECK VALVE CD STORM DRAIN, RAINWATER DRAIN PIPING CFH CUBIC FEET PER HOUR 1500 NE Irving St.. Suite 412 B) 2014 OREGON PLUMBING SPECIALTY CODE(OPSC) BASED ON THE 2009 CFM CUBIC FEET PER MINUTE OD OVERFLOW STORM DRAIN PIPING AUTO FIRE SPRINKLER RISER Portland. OR 97232 UNIFORM PLUMBING CODE WITH STATE AMENDMENTS. CFS CUBIC FEET PER SECOND 1)4 PRESSURE REDUCING VALVE PC PUMPED DISCHARGE T(503)-467-4980 C) 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) BASED ON THE 2012 CI CAST IRON 0 DRAIN LINE 40 FDV FIRE DEPARTMENT VALVE � INTERNATIONAL MECHANICAL CODE AND THE 2012 INTERNATIONAL FUEL CLG CEILING MIXING VALVE IW INDIRECT WASTE MECHANICAL ELECTRICAL & GAS CODE (IMC). CO CLEANOUT GW GREASE WASTE +o FIRE DEPARTMENT VALVE CABINET PLUMBING ENGINEER CONC CONCRETE PLUG VALVE I GAS COCK G NATURAL GAS(7"W.C.) Glumac D. OUTDOOR DESIGN CONDITIONS(FOR INSULATION AND GAS FIRING CRITERIA): CV CHECK VALVE MG MEDIUM PRESSURE GAS(2 PSIG TO 5 PSIG) FIRE SPRINKLER FLOOR CONTROL VALVE 900 SW Fifth Ave., Suite 1600 1. WINTER: 22°F CW DOMESTIC COLD WATER LG LOW PRESSURE GAS T(503)-227-5280 2. ELEVATION: 500 FT. CWFU COLD WATER FIXTURE UNIT RELIEF VALVE CA COMPRESSED AIR SIEMESE FIRE DEPT. CONN. DN DOWN (E) EXISTING PIPE FOOD SERVICE CONSULTANT E. WATER SUPPLY: DCVA DOUBLE CHECK VALVE ASSEMBLY VACUUM RELIEF VALVE TW TEMPERED WATER O�-3 FIRE HOSE VALVE 1. MINIMUM AVAILABLE WATER PRESSURE (STATIC): 100 PSI DDCVA DOUBLE DETECTOR CHECK VALVE TWR TEMPERED WATER RETURN Webb Foodservice Design �_J FIRE ALARM BELL ASSEMBLY b PRESSURE&TEMPERATURE RELIEF VALVE 6" Portland. OR 97202 2. NORTH CONNECTION3700 SE Lafayette Ct. A) COLD WATER PIPE SIZE: 3 INCHES /� PIPE SIZE(DIAMETER IN INCHES) 3. SOUTH CONNECTION DFU DRAINAGE FIXTURE UNIT T AUTOMATIC AIR VENT (E) EXISTING WORK TO REMAIN I T(503)-236-8566 DIA DIAMETER P O EXISTING WORK TO BE REMOVED i PRESSURE SWITCH ACOUSTIC & AV CONSULTANT A) COLD WATER PIPE SIZE: 3 INCHES DSN DOWNSPOUT NOZZLE D DWG DRAWING BACKWATER VALVE (F) FUTURE WORK F. DOMESTIC HOT WATER: FA The Greenbusch Group FLOW ALARM DWV DRAINAGE WASTE AND VENT 1900 W. Nickerson St., Suite 201 1. SUPPLY TEMPERATURE: 120°F E EXISTING REDUCED PRESSURE PRINCIPLE BACKFLOW (RL) RELOCATE RELOCATE EXISTING nSeattle, WA 98119 2. RECIRCULATION TEMPERATURE: 90°F. ABOVE THIS TEMPERATURE,THE ELEC ELECTRICAL PREVENTION ASSEMBLY(RP) I '�r' FLOW SWITCH T 206-378-0569 RECIRCULATING PUMP WILL BE OFF. CENTER LINE FA FLOW ALARM 3. RECIRCULATION TIME: 6:OOAM-8:OOPM, OUTSIDE OF THIS, THE RECIRCULATING ; I UNION AS AUTOMATIC WET SPRINKLER RISER COST CONSULTANT PUMP WILL BE OFF. FC FLEXIBLE CONNECTION S i POINT OF CONNECTION OR FCO FLOOR CLEANOUT a I Construction Focus 4. INCOMING COLD WATER TEMPERATURE: 50°F I I STRAINER I ; POINT OF DISCONNECTION ASD 740 Almaden St. FDV FIRE DEPARTMENT VALVE 5. WATER HEATER SETPOINT TEMPERATURE: 140°F FDVC FIRE DEPARTMENT VALVE CABINET ® I AUTOMATIC SPRINKLER DRAIN Eugene. OR 97402 6. DEMAND PERIOD FOR PEAK SHOWER WATER USAGE: FFE FINISHED FLOOR ELEVATION I�I STRAINER WITH BLOW OFF HOSE BIBB SANITARY SEWER STACK T 541-686-2031 38 SHOWERS x 8MIN/SHOWER x 30MIN FH FIRE HYDRANT I VVSP 6 )( PIPE ANCHOR G. KITCHEN HOT WATER: FHV FIRE HOSE VALVE WET STANDPIPE RISER FIN FINISHED VENT STACKS 1. SUPPLY TEMPERATURE: 140°F FO FUEL OIL PIPE ALIGNMENT GUIDE VW 2. RECIRCULATION TEMPERATURE: 100°F. ABOVE THIS TEMPERATURE THE FPS FEET PER SECONDPLUMBING DRAWING LIST 1- RECIRCULATING PUMP WILL BE OFF. FT FEET I I EXPANSION JOINT ® COLD WATER RISER 3. RECIRCULATION TIME: 6:OOAM-5:OOPM. OUTSIDE OF THIS, THE RECIRCULATING FT FLUSH TANK PUMP WILL BE OFF. '=�=�= .=o J FU FIXTURE UNIT FLEXIBLE CONNECTOR 4. INCOMING COLD WATER TEMPERATURE: 50°F FV FLUSH VALVE ® HOT WATER RISER ^o 13 5. WATER HEATER SETPOINT TEMPERATURE: 160°F G GAS CAP OR PLUGC c en v 6. KITCHEN DESIGN BY OTHERS GAL GALLONS GC GAS COCK Il BLIND FLANGE ® HOT WATER RECIRC. RISER SHEET ; 1 v H. SANITARY SEWER: GPH GALLONS PER HOUR NUMBER I SHEET NAME a $ 1. THE SANITARY SEWER HAS 8 CONNECTIONS TO CIVIL. SEE SHEET P4.02 FOR GPM GALLONS PER MINUTE CONCENTRIC REDUCER Ala SIZES AND CAPACITIES • FOR REFERENCE ONLY GV GATE VALVE 4 ' GAS RISER I. STORM DRAIN: HD HUB DRAIN I AQUASTAT I P0.00 PLUMBING LEGEND AND ABBREVIATIONS X 1 X X 1. RAINFALL INTENSITY 1.3 INCHES/HOUR HP HORSEPOWER WHA WATER HAMMER ARRESTOR ISD STORM DRAIN RISER P0.01 SCHEDULES X X I 0 2, ROOF DRAINS ARE CONNECTED VIA SCUPPERS AND EXTERIOR RAIN LEADERS HW DOMESTIC HOT WATER �_ DEMO PLANS J ,-J HWC DOMESTIC HOT WATER RECIRCULATION Q LOCATED BY ARCHITECTURAL AND CONNECTED BY CIVIL, HWFU HOT WATER FIXTURE UNIT , PG PRESSURE GAUGE WITH COCK OD PD1.10 DEMO PLAN- PLUMBING UNDERGROUND X X X IAPMO INTERNATIONAL ASSOCIATION OF i OVERFLOW DRAIN RISER PD1.11 I DEMO PLAN PLUMBING LOWER LEVEL X • X J. NATURAL GAS SERVICE: PLUMBING AND MECHANICAL OFFICIALS 4 T THERMOMETER PD1.12 DEMO PLAN- PLUMBING MAIN LEVEL X •• X 1. GAS PROVIDER: NORTHWEST NATURAL _ I J ICBG INTERNATIONAL CONFERENCE OF AI 2. EXISTING GAS METERS. :I CONVCO CLEANOUT/WALL CLEANOUT COMPRESSED AIR RISER PD1.13 DEMO PLAN- PLUMBING UPPER LEVEL I X X J BUILDING OFFICIALS A) THE EXISTING CERAMICS, MAIN,AND AUTO SHOP METERS WILL BE PD1.14 DEMO PLAN- PLUMBING ROOF CONSOLIDATED INTO ONE NEW METER IN PHASE 1 IE INVERT ELEVATION -$ FCO FLOOR CLEANOUTCOMPOSITE PLANS B) DELIVERY OF MEDIUM PRESSURE GAS: 2 PSI LAV LAVATORY XX� LBS POUNDS(UNIT OF FORCE) X / PLUMBING EQUIPMENT P1.10 PLUMBING UNDERGROUND FLOOR PLAN COMPOSITE X X C) MAXIMUM DEMAND: 18,300 CUBIC FEET PER HOURMAX MAXIMUM YCO YARD CLEANOUT , P1.11 PLUMBING FLOOR PLAN LOWER LEVEL COMPOSITE , • X 0 MBH THOUSANDS BTU/HR ( xxx 1 P1.12 PLUMBING FLOOR PLAN MAIN LEVEL COMPOSITE • X T, K. FIRE PROTECTION MECH MECHANICAL TT TEST TEE _ J MISCELLANEOUS EQUIPMENT II 1. THE FIRST PROTECTION SYSTEM IS DESIGN BUILD. MFR MANUFACTURER P1.13 PLUMBING FLOOR PLAN UPPER LEVEL SOUTH COMPOSITE X 2. THE SITE CURRENTLY HAS 2 FIRE WATER CONNECTIONS TO THE CITY; (1)4" -F WH WALL HYDRANT P1.14 PLUMBING FLOOR PLAN UPPER LEVEL NORTH COMPOSITE X MIN MINIMUM CONNECTION ON THE EAST SIDE, AND(1)4" CONNECTION ON THE WEST SIDE. MH MANHOLE Op KEYED NOTE P1.15 PLUMBING ROOF PLAN COMPOSITE X •, 3. THE BUILDING IS SEPARATED INTO 6 ZONES. ZONES 1 AND 2 WIL BE H# HB HOSE BIBB • NC NORMALLY CLOSED NORTH SECTOR PLANS REVISED WITHINTHE SCOPE OF THE PROJECT. 1 DETAIL N0. �� NFPA NATIONAL FIRE PROTECTION E YH P2.11 !PLUMBING UNDERGROUND-AREA N1 X X 4. THE EXISTING WEST CONNECTION WILL BE REVISED TO FEED THE NEW ASSOCIATION YARD HYDRANT �P2,)� CONSTRUCTION AT THE NORTH AND AT THE SOUTH. SHEET NO. P2.12 I PLUMBING UNDERGROUND-AREA N2 X � X �� NO NORMALLY OPEN OR NUMBER THRUST BLOCK # P2.13 PLUMBING MAIN LEVEL-AREA N1 •• I X L. SEISMIC: NIC NOT IN CONTRACT POUNDS OR NUMBER OFCI OWNER FURNISHED CONTRACTOR P2.14 PLUMBING MAIN LEVEL-AREA N2 4 • X ::. 1. ANCHORAGE AND RESTRAINTS MUST BE COORDINATED WITH STRUCTURAL INSTALLED ® ® FD FLOOR DRAIN P2.15 PLUMBING UPPER LEVEL-AREA N1 X ENGINEER AND AUTHORITY HAVING JURISDICTION. OW OIL WASTE (� j ® • P2.16 PLUMBING UPPER LEVEL-AREA N2 X opV� FS FLOOR SINK W/GRATE AS SHOWN POC POINT OF CONNECTION P2.17 PLUMBING ROOF PLAN-AREA NI I X • POD POINT OF DISCONNECTION © HUB DRAIN I X PRV PRESSURE REDUCING VALVE P2.18 PLUMBING ROOF PLAN AREA N2 PS PRESSURE SWITCH I SOUTH SECTOR PLANS PSI POUNDS PER SQUARE INCH ROOF RECEPTOR XI P2.21 PLUMBING UNDERGROUND AREA SI X X - RI&C ROUGH IN AND CONNECT o, I P2.22 PLUMBING UNDERGROUND-AREA S2 X X RP REDUCED-PRESSURE PRINCIPLE STORM DRAIN IP2.23 PLUMBING LOWER LEVEL-AREA Si • X I / '" \ DATE BACKFLOW PREVENTION ASSEMBLY 0 OVERFLOW DRAIN P2.24 ;PLUMBING LOWER LEVEL-AREA S2 • X RPM REVOLUTIONS PER MINUTE P2.25 PLUMBING MAIN LEVEL AREA S1 + UPPER LEVEL AREA S1 • X SD STORM DRAIN DECK DRAIN, PLANTER DRAIN P2.26 PLUMBING UPPER SF SQUARE FEET I LEVEL -AREA S2 X I PHASING SHWR SOLAR HOT WATER RETURN I P2.27 PLUMBING ROOF PLAN-AREA Si X SHWS SOLAR HOT WATER SUPPLY DOWN spew NOZZLE 1P2.28 PLUMBING ROOF PLAN-AREA S2 X SOV SHUT-OFF VALVE EAST SECTOR PLANS ., SPR SPRINKLER P2.31 PLUMBING UNDERGROUND-AREA El X X THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF THE MECHANICAL, SS SANITARY SEWER ELECTRICAL, PLUMBING, LIGHTING AND LOW VOLTAGE SYSTEMS SHALL BE WHOLLY TP TRAP PRIMER P2.32 PLUMBING MAIN LEVEL-AREA El • X OWNED BY THE CM/GC(CONSTRUCTION MANAGER/GENERAL CONTRACTOR)AND THEIR TS TAMPER SWITCH •P2.33 PLUMBING ROOF PLAN -AREA El X .- SUB-CONTRACTORS. TEMPORARY FIRE. WATER, SANITARY, STORM, POWER, LIGHTING TT TEST TEE 0 • AND CONDITIONING SHALL BE COORDINATED IN CONJUNCTION WITH FINAL DIRECTION TYP TYPICAL P4.01 WATER/FIRE RISER DIAGRAMS FROM THE OWNER, BASED ON THE OWNER'S NEEDS(SAFETY, FUNCTIONALITY. ETC) DURING THE ACTIVE CONSTRUCTION SCHEDULE. A SEPARATE"PHASING PLAN"SHALL U URINAL P4.02 WASTE RISER DIAGRAMS X BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT DOCUMENT. ANY VB VACUUM BREAKER P4.03 I GAS RISER DIAGRAM X � 0 V VENT REFERENCES TO PHASING OR TEMPORARY SYSTEMS ON THESE DOCUMENTS ARE FOR VTR VENT THROUGH ROOF I REFERENCE ONLY AND ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN W WASTE P6.01 ENLARGED PLAN - KITCHEN X I TiGARD TUALATIN SCHOOL DISTRICT THE DESIGN TEAM AND THE CONTRACTING TEAM. NO SUCH REFERENCES TO PHASING WC WATER CLOSET P6.02 ENLARGED PLANS X JII GAR D H I H OR TEMPORARY PROVISIONS ON THESE DOCUMENTS THAT ARE IN CONFLICT WITH THE WHA WATER HAMMER ARRESTOR P6.03 ENLARGED PLANS X l G DETAILS OF THE"PHASING PLAN" DOCUMENT SHALL BE USED AS LEVERAGE FOR WCO WALL CLEANOUT CHANGER ORDERS DURING CONSTRUCTION." W/ WITH P6.04 ENLARGED PLANS X YB YARD BOX• SCHOOL I P9.01 PLUMBING DETAILS X X P9.02 PLUMBING DETAILS DDE R N I ZAT I O N ,i W 9000 SW DURHAM RD. TIGARD, OR. 97224 Z JOB NO: 16992.00 ISSUE DATE: 03/28/2018 I Jurisdiction Stamp Area H" EXPIRES: 06/30/18 rrW �:gyp PRO/C V J C CNG l NFF,Q �15 713 ' C G) y 0 EGON O C o� �D/<(, 1s 'k' Cv ( 2REy M �\� aw aw 'LUMBING LEGEND zz AND n CP 1=F- ABBREVIATIONS cij J N CO 2 P0 . 00 ,(,N)1 ,� cw SHEETNOTES basset II NF. -.... ...., \ A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects o CONTRACTOR IN THE FIELD. REPRESENATION ON o I PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION LL' w I AVAILABLE AT THE TIME OF THEIR CREATION. s i - I B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave Suite 350• - -� - --"-II - - -- -- COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 i-- I II �1~=�� I DURING CONSTRUCTION. T {206} 340 9500 F (206) 340 9519 1 Il III II \r 1 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED PIPING THAT IS ACCESSIBLE SHALL BE REMOVED 1 ` I� -� -_ c o ,.--1FROM SITE,AND NOT ABANDONDEQ IN PLACE. I 1 I �� w - - - 1 'IL�I I I CIVIL ENGINEER & LANDSCAPE _ -- - I °-a - �� Cardno r7-1: J 1 6720 SW Macadam Ave Suite 200: II 11 II j I �� 1 1 I ° L ^ 1 Portland. OR 97219 � 1 P - I i - _ J41-47--T - T(503)-419-2500 r c17:1 ip • KEYED NOTES 0 INFER II -IIII I II 1 "' / u; I • I ` # STRUCTURAL ENG IIII I' ' II y�� r ;_l ,8� / , !� 1 1- ---t, 1- - - - Catena Engineers II IIII I � ; .i i I �. 1500 NE Irving St., Suite 412 I i!i1 p I / I - 1 DEMOLITION DOWN STREAM OF THIS POINT TO Portland, OR 97232 II IIII f / HAPPEN DURING PHASE 2. CONTRACTOR TO VERIFY T(503)-467-4980 I DEPTH OF EXISTING PIPE PRIOR TO INSTALLING NEW t I I[ CONNECTIONS. PLUMBINMECHANIGAENGINEEL RICAL & II III I, W IEXISTING 3 CW 2 DEMOLITION UPSTREAM (WEST)OF THIS MAY OCCUR il CONNECTION TO REMAIN DURING PHASE 1. Glumac II I I o �ar �0 o .� O ;ED] Lir7j'i___ Iih ,- 900 SW Fifth Ave., Suite 1600 II ' -� L J1- � I- HP - _ n • 3 DEMOLITION UPSTREAM (WEST)OF THIS MAY OCCUR Portland, OR 97204 I = 1 I _ — DURING PHASE 1. RECONNECT MAIN GYM DRINKING I II - - _ - - - _�--�� T(503)-227-5280 SD - D- r– r- Es I II Ii I ' • • C � L� ! (E) IIS ir �� ._;IIS } - I � I � � FOUNTAIN TO EXISTING SANITARY DURING PHASE 1, .JL - - JL _ -. � _., _ _ �I I --� - = --- � '�,� ii II II II IL i1 � I Il ' I AND THEN TIE INTO NEW SANITARY DURING PHASE 2. FOOD SERVICE CONSULTANT - r - __--- _- „- -, ^ -. Jam_ I _ _ ! __ - - it f- �! �� -_ �� AL- � - __ _ �, J 4 CONTRACTOR TO PROVIDE TEMPORARY STORM Webb Foodservice Design ---- I .. .. -. r – _ • - - __ -_ DRAINAGE NORTH F PHASE SPLIT.A S SLI 3700 SE Lafayette Ct. r.Li = _11_ . - J I �r Ii © � _ = II I J I 5 CONTRACTOR TO VERIFY IF SINK USE IS REQUIRED Portland, OR 97202 I 7 = _ _ _ T(503)-236-8566 - II Il - — I �� 11 I I - _ = JI I I DURING CONSTRUCTION. IF IT IS, CONTRACTOR TO I Irk ! �I L II ►�" II 1 _ , -il ,� I DEMO CW, HW,ANQ HWR IN TUNNEL. PROVIDE TEMPORARY SANITARY NORTH OF PHASE -ii -IIii �� yy II � ,II ��r �I II II II 11 II I RECONNECT TO DISTRIBUTION IN CEILING SPLIT. ACOUSTIC & AV CONSULTANT — - - ..., --d===., L �' 9 I IfflI I I II Il II II II II II 11 1 FOR EXISTING AREAS TO REMAIN. ( ) The Greenbusch Group IF T. - f I I 1 I I III JL_ J�IJ�- JL - JI L - JLC AL, -. _ �C — CC — C - �� II 11 14.1 CURRENTLY LOCATED SHOP THE SHALL 1900 W. Nickerson Suite 201 St. S Q _ - —0 • -" Seattle, WA 98119 Jl7_1, 'A I 1 ` —1 J I I I 1 I 1 TEMPORARILY ROUTE BELOW PHASE 1 __ - - _-_ r I - — — — AND CTEHli T 206-378-0569 �! 1 I� —IL - - — - - - - - = =_ - = c -:-...n____ __ - = _I __ ] SHALL BE CONNECTED TO NEWS AUTOSHOP VIOES. ri - - �►�- iI r �r I� -IF 7� 11 r�� - - - -• - COST CONSULTANT i ©1 _° t___ - u II I I � iC I I _ Construction Focus IIlf� II _ rII I �I 1= �� II = = z - �I161II II I I 1 1 740 Almaden St. I - II Ii _ ��F1 �I Ill III II �'h Jt -{i II I II I - 11 Ic II Ir Hi' _ 71 !L III �I \ T _�.- I it I _ II = I TO BEALL TDEMOLISHED.ILTIES IN NEL _rt Eugene, OR 9 LL- _.. . -._ � A _. �I -- — — _-. _ II If - II ' _ 7402 T 541-686-2031 111 1 I . _ li 11 SIE)SS - I L�_I L _ \--,._. _I �II II I x i - -_ -,1 j`. • - _ - JL — — - — —(E)S.S. ,�+ I -4---•== L (i) li H II—— 1 it ��' j ' _ _ I 1 l w II _i Iw \ 1 I tl� C � � I' - I i 1 \ I p = =9=_��, . . - - I I lk ,, I mmL.- I 1 \ I 7 .--- t-L- J . . JL_ . I L- - - H ! -- - - -(E)ss H !I I \ 1� I I rI _ i Y !E. [�� j II I I it II L •, \ - - - 1 I til I \ F_ � II II -- I �! 1 }i 1T MTTTI TT1 LZill 11.1.11.1i I I.I. I I _ 1 11 11 I I \ - I I DEMO CW, HW,AND HWR IN TUNNEL. -- \ ii I] II �' I \ V 1 I � • RECFORONNECT EXISTING OREASRIO REMAIN.CEILING 1 � ij I I kI I � � _ 0S� I �� 4" s5 �� IOf] � I 1{ ) I I �� i, rl 1 - - -- - - _ _ -A . - _ _ _ JL -• - - - - � • • • I fl 7T - -- - - - II __ I 7_1i fl' 1) 1 �r L— - D-- ESS- — — — IV -'7r� ° .. _�r � ■torrrrrgr � --- 9 - 711 ~\;�� ®� �1 _ I E} 4" � � =,TAt--- — 1.� �L 1 Cal__ ..�L --( ) Eli II 1 � e __ lilir111H 1r11111111F1 41 © CI 1Yr� _�_ I 1 �I -ij If I 1 II c==1-,==- �o 1 Eli I I II °gF:=:_n_„ .. Lw 1uJI w w �� •I111� IF II -- IIrig I LI 11 II III °I 11 I I II ■r II 11 - �/ _ 11 I I II --- - - - - alr J. 0 I II I I1 1 j.. � -= - � -- Ii I II •" DEMO CW, HW,AND HWR iN TUNNEL. I II 1 Ir it i1 r - _ - - - - _ _ - g = -. I-- - � A_ RECONNECT TOA DISTRIBUTION IN CEILING �l I f II 1) . it I I FOR EXISTINGT AREAS TO REMAIN. I 11_ �1�ll 1�I L:.. -�. s JL_ _I.�-- JL h �E r I I I - ]° o --- �� 1 Ii ._� -7 i. _ ® I . I - - -(E)SS , - -(E)SS- / - - - - I I- I II 4t\ I T I _ 4 ° ° DATE 1 II Fr-—-1. 1 I I n II I 0 o O . 0 0 0 o 0 0 0 0 _ 13 1 '� N I rlI 1L JI li u11 IS I lr 11 Imo. Jitl I I 11 N II I : ' f --- .' : =7= I �l ' == II II ____ Ir 4_.I . ._._ I I 11 II I ' E2 I 11 a it n _ _. .. .__ tl I I -1 I - . - — -- I _ 1 _.T_ - _ _ - -t� I II 1i it ----�k —1 . _ _ _ _ T1 1 .4 =s.„ Y-L _ ._ - = -� = 2 I iL- �L , _I jr -�- iI' _ - Fr - _ , - �1 I II i ,� I I ,1 IU 111 �J 3 I I 'i11 TIGARD TUALATIN SCHOOL DISTRICT - II I J I fliolfi1 I TIGARD HIGH f I i`= , - I , � �-- '1 -�� I _ SCHOOL 11 i u _- 1 __.. .._. . ,_____ _ . , , ___L 1 ,, ,_r 1 _. El *v1ODERNIZATION (E) 4" SS ,—.e LTJ L `Il 1 I IL II fl 1 / I I t1II i UJ 9000 SW DURHAM RD. I [ ( TIGARD, OR. 97224 1 I qI I Z JOB NO: 16992.00 1 ,-J{ HI 1=-- - - ---- " - - - - ISSUE DATE: 03/28/2018 I - ij o I .- 1 1 (: IJurisdiction Stamp Area I EXPIRES: 06/30/18 I W p PROF I _ ��571�r -- I yOEEGO,0 �� oL '1 LEGEND r1 itYM -\ I,i,li Ty ! u_o_II 11 — -Mir PHASE LINE a DEMO PLAN - DEMOLISHED zZ P 2 CO LUMBING N UNDERGROUND - FLOOR PLAN - PLUMBING DEMO FA- UNDERGROUND o SCALE: 1" = 20'-0° --"" N co PROJECT NORTH TRUE ' V -J Q NORTH CO 22 PD 1 . 1 N O i fll 0 N 1" = 20'-0" CW 0 20'-0" 40'-0" 60'- 0" 80'- 0" . / SHEET NOTEStoss ttI �' i A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON DRAWINGS IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR CREATION. B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED PIPING THAT IS ACCESSIBLE SHALL BE REMOVED FROM SITE,AND NOT ABANDONDED IN PLACE. CIVIL ENGINEER & LANDSCAPE Cardno 6720 SW Macadam Ave Suite 200. Portland, OR 97219 T(503)-419-2500 KEYED NOTES ® STRUCTURAL ENGINEER Catena Engineers 1500 NE Irving St., Suite 412 1 FIRE SPRINKLER ASSEMBLY SERVING AUTOSHOP Portland, OR 97232 BUILDING LOCATED IN JANITOR CLOSET. CONTRACTOR T(503)-467-4980 TO RELOCATE INTO AUTOSHOP. SERVICES TO AUTO SHOP AND CTE (CW&F)CURRENTLY LOCATED IN THE MECHANICAL ELECTRICAL & TUNNEL SHALL TEMPORARILY ROUTE BELOW PHASE 1 PLUMBING ENGINEER CONSTRUCTION. IN PHASE 2, AUTOSHOP AND CTE Glumac SHALL BE CONNECTED TO NEW SERVICES. 900 SW Fifth Ave.. Suite 1600 2 DEMOLISH AUTOSHOP WATER HEATER AND TIE INTO Portland. OR 97204 NEW CENTRAL HOT WATER PLANT. T(503)-227-5280 FOOD SERVICE CONSULTANT Webb Foodservice Design 3700 SE Lafayette Ct. Portland, OR 97202 T(503)-236-8566 ACOUSTIC & AV CONSULTANT The Greenbusch Group 1900 W. Nickerson St., Suite 201 Seattle,WA 98119 T 206-378-0569 COST CONSULTANT Construction Focus 740 Almaden St. Eugene, OR 97402 T 541-686-2031 6 F- ...] / \ / \ Ii ( _ 7,77„7- _ 1 I 1 I I I I1 1 I 1I I 111 I J � 1 I I J L - - 1- I D U - r P r=1.ii =.-_ . CC IEJ y _ rf ( PROJECT SCOPE BOUNDARY -11 11 I 11 i h 1I 1 LL0 DEMOLISH ALL PLUMBING ,I 11 C) I Ii SCOPE IN THIS AREA- I Il I d 1 11 �i i 11 1 O ii II 11 Il p 11 Ih -I7r -T -1 11 I 00 II JI II II II 'r- 1 II �.. _7 I I \ I i —TIMM_-=: -7-- ---- _ --.k A — N.. N - it I IL �, I I NI 2 I - - _ I CC # DATE 'i I F� -1� T L.1.� I I 1 I I I iI 1. a. I � W I I1 ,. I - I1 W �� 0 I I II DEMO GAS METER. KILNS I (f] N • N 1 1 r -- -- ---- - - -- - - I I1 TO BE RE-USED IN NEW I i. -- •, I� I II CONSTRUCTION. I =T 1 11 II I �, I II II , �) E1 II II , , r -- E II0r I 1I II II li - 1 C7 II I u I --- I - - - - - -� _ _ w CDZ 11_ ir I =� I - _ a III 1 o I - I I1 II I 11I I TIGARD TUALATIN SCHOOL DISTRICT 1 I DEMOLISH ALL PLUMBING ' i o TIGARD HIGH —I ` I T T — — SCOPE IN CERMICS AREA i-�— �, — SCHOOL I N 1 1-., _- F � 5/10DERNIZATION.. - , II . d i II J p I=- ' l 1 + J 9000 SW DURHAM RD. { 11 1- -_ 1 j ' TIGARD, OR. 97224 1 II I — 1 Z JOB NO: 16992.00 FOR AUTOSHOP AND CTE AREA: I _ ISSUE DATE: 03/28/2018 DEMO ALL DOMESTIC HOT AND COLD ,/ Ia� I WATER,AND ASSOCIATED APPURTINANCES. I u I Jurisdiction Stamp Area SANITARY,VENT, STORM, OVERFLOW.AND II— FIRE TO REMAIN. UJ EXPIRES: os/so/ss 1 DEMO EXISTING GAS (A__,, PROFN F\ ,_, , METER(AFTER INSTALLINGI c , Ne ; , NEW GAS METER) 571� I-.0 yOf'EGON 0 C o a 0i\`,� • 1 9, �9\ �v LEGEND Fy m.*� - CCw PHASE LINE LL a� DEMO PLAN - a — — — DEMOLISHED zL LOWER LEVEL - FLOOR PLAN - PLUMBING DEMO Cp LUMBING LOWER o SCALE: 1" = 20'-0" f""`l-- LEVEL 400 66 N PROJECT NORTH TRUE �� O I\ NORTH O N N . 20 .0" � P D 1 . 11 co !eiVI Co 0 20'-0" 40'-0" 60'-0" 80'- 0" . . . . SHEET NOTES assett \ - / \ A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects CONTRACTOR IN THE FIELD. REPRESENATION ON - I I PROJECT SCOPE BOUNDARY DRAWINGS IS BASED ON THE BEST INFORMATION -. I I AVAILABLE AT THE TIME OF THEIR CREATION, I B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 -� - �--��_ COORDINATION INCLUDING TEMPORARY SERVICES Portland Oregon 97209 �= II II �� I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 I I II II ti I C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED IL_ = J PIPING THAT IS ACCESSIBLE SHALL BE REMOVED - _ - " - IL - • i- = = I FROM SITE,AND NOT ABANDONDED IN PLACE. II IF -V II I — CIVIL ENGINEER & LANDSCAPE (�- -- 7F - - -,� - i -;I II II II _ II II II I Cardno II _ m - } = = 720 SW Macaca 9AveSuite 2 �1 – = = — I z Portland, OR 97219 A00. 7-11 II i _ — — — 1_:' _ I_� i II T(503)419-2500 11 ird Ii it IIII11 'I _ KEYED NOTES ® STRUCTURAL Catena Engineers GINEER !I Illi : ti IIII 11 WI I N.I.C. 1 1500 NE Irving St., Suite 412 1 DEMO STORM DRAIN. REFER TO UNDERGROUND DEMP Portland, OR 97232 Lt PLAN FOR PHASING NOTES. T(503)-467-4980 - IL - Ju I I �� 2 DEMO CW, HW,AND HWR FROM THIS LOCATION BACK MECHANICAL ELECTRICAL & �- • TO TUNNEL. I I Q I �- - • _ — PLUMBING ENGINEER iI 1 I Q Q Glumac 1 = G =moo J o __ = - 900 SW Fifth Ave.. Suite 1600 II - 71 I I liiL ��=�� Portland. OR 97204 ! C�� I � — — - — _ ; III T(503)-227-5280 II II I Ir— �I II 0 III 1� -1� III #I �! 11 - - _ iL - - -1L J 1 - L� II II II II III CONSULTANT — — – -- I FOOD SERVICE ( 1 7 1 — — — — 11 -�.., a -----1------ ' I��- — Webb Foodservice Design I. = �� J '4U- 1- - I 1 II i ,I II I 3700 SE Lafayette Ct. Portland, OR 97202 G- II II I I I P II _ _ _- JI I T(503)-236-8566 II Ilk. 71 � � I U . _!__..__ ----- - .. II �� r II II II it �' ACOUSTIC & AV CONSULTANT - - _ -II — —- , ...__- - - ----- .._ --- —�. _ _._ ... I IJ � r II I1 11 11 I! II fl 11 - _ - — - The Greenbusch Group - - - � � e - - �C — mac _ � - - _ o _ -- © NickersonSt., Sue201 _ �r �� ®� TM i iL _Jo1JL—�L - = JL _ JIB J� _ �L _ -- -= ,J�I,_ ..ri.rr I �� ... �� : � ...� � � �� = — — — __ � � I�ID'SfTAIQCC1 i rte` � �.� � � � � ar .-. -- RECONNECT TO NEW 11 7, Seat W i 1 I DISTRIBUTION IN CEILING FOR T 206-378-0569 119 II _ _IBELOW FLOOR. I� �L — - ir _- - - _ _ v L ... ' ; _ - � — — — EXISTING AREAS TO REMAIN. IIL = = ��=-JlJ d f� - q-1--; [-- - _ L �f�I I_ i �� - - -° �,:r�—�az -- - _ - COST CONSULTANT fl II � �I _ IL �� ❑i I 11 _ Construction Focus II ---JJ II U Ir' 1 I♦ Ir I It - I DEMO CW, HW,AND HWR 740 Almaden St. Il c II lll� �I �� ill ��=_1 J� TO THIS LOCATION. Eugene. OR 97402 � ° ——_ I 1 II IIII r = iJ 1 11 II I � ____Ti !, T 5416x6-2o31 — — — — 6 N I I`I Ti__ II - J L _ JL -,- - J °II 1 I L _ . I I = = _ \ - -- _ -I E It_ IL_ II L _ _ liiEXISTINGWATERHEATERSINBOILER I I = = = zJ = IIJ - - e ' ROOM. 100-GALLON BRADFORD WHITE I li = J 1 !1 .9 I- WATER HEATER TO BE RE USED IN NEW _ I 1I I �: ••:, CONSTRUCTION. I I !i II L - - , i II E El UNLESS OTHERWISE NOTED,II I 1 11 II 11 DEMOLISH ALL PLUMBING SCOPE IN _ L-- - - JL AREAS THAT ARE BEING r ' y DEMOLISHED. I (E) 21/2"CWS I� pf II o = _ _ Ii - I (E) 2" HW L z o �, -- —ge !i - -�- - - - -1I (E) 1" HWC DEMO EXISTING GAS METER I I rJ ' (AFTER INSTALLING NEW METER) !- 1I I I II II i I = 11 17 - 7 SII II I - I I I = - • I! if -- 4 / CONNECT NORTH ANDacih r , 1 II II - \\ �II SOUTH DISTRIBUTION. L ° J IL- - ---- _ft_ I! RECONNECT TO NEW I �� -�� _ �� -� ° 0 � - � 0 DISTRIBUTION IN CEILING FOR ' �1 \ / / f,1 • I 4 0 - ' c( EXISTING AREAS TO REMAIN. 11- _ — -ir - - �I` -If ,- ---1 m_I II :I c l -- • ., LI 1I 1 E E i _ - _ - 1-1 � .r _ _ 4._ _J] --- . . _ _ ID - At DATE III N __] - -- E2 0 S2 -! ,"�l I- TIGARD TUALATIN SCHOOL DISTRICT J TIGARD HIGH SCHOOL ODERNIZATION W 9000 SW DURHAM RD. TIGARD, OR. 97224 Z JOB NO: 16992.00 Ir ISSUE DATE: 0312812018 1 1 I Jurisdiction Stamp Area F- EXPIRES: 06/30/18 w „,%c3 IPNRO-7 IMI I ��571 )`;,'% i. J 1-2 G�7 OIE ON �,,,- 0,,,,,° ` i9' ,g �� LEGEND 211 �` - CCw PHASE LINE a DEMO PLAN - DEMOLISHED zZ N MAIN FLOOR - FLOOR PLAN - PLUMBING Cp PLUMBING MAIN N U BIND DEMO o SCALE: 1” = 20'-0"66 ��-- LEVEL co PROJECT NORTH N TRUE 1V —J 61. 1161. 11NORTH q4 Co C CD CN gr 27 PD1 . 12 1" = 20'-0" CW ■ ■ ■ ■ = •• ❑ ■ ■ ■ ■ ME 0 20'- 0" 40'-0" 60'-0" 80'-0" SHEET NOTES bassetti / --r- r _ \ A. ALL EXISTING CONDITIONS MUST BE VERIFIED BY architects PROJECT SCOPE BOUNDARY CONTRACTOR IN THE FIELD. REPRESENATION ON �» A DRAWINGS IS BASED ON THE BEST INFORMATION ., . I • •�- I AVAILABLE AT THE TIME OF THEIR CREATION. I I B. CONTRACTOR IS RESPONSIBLE FOR ALL 721 NW 9TH Ave, Suite 350 4 ,,,, ,, I _ - o, COORDINATION INCLUDING TEMPORARY SERVICES Portland, Oregon 97209 i � - ��\ I DURING CONSTRUCTION. T (206) 340 9500 F (206) 340 9519 C. UNLESS OTHERWISE NOTICED,ALL DEMOLISHED i I PIPING THAT IS ACCESSIBLE SHALL BE REMOVED - - - 1 1 - -- 7 I - FROM SITE,AND NOT ABANDONDED IN PLACE. I ' I I - . CIVIL ENGINEER & LANDSCAPE Cardno E ] I F 6720 SW Macadam Ave Suite 200, - __ _- =——'-. — _.. _ _. - , --- I Portland, OR 97219 r 3 I � c I L T(503)-499-2500 II _ KEYED NOTES STRUCTURAL ENGINEER - ELECTRICAL LEGEND NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS ARE APPLICABLE TO THIS ABBREVIATIONS PROJECT. REFER TO DETAILS AND NOTES FOR MOUNTING HEIGHTS. LIGHTING DISTRIBUTION & EQUIPMENT POWER DEVICES REFERENCE SYMBOLS FIRE ALARM SYSTEM (E) EXISTING TO REMAIN(F) KCMIL THOUSANDDACIRMETALCULAR M05DUIT SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (R) EXISTING TO BE REMOVED KN KEYED NOTE L} bassetti 1 o RECESSED 2X4 LUMINAIRE RCO TO BACKSPLASH KW KILOWATTS OUT D. BRANCH CIRCUIT PANELBOARDS, SURFACE AND RECESS MOUNTED -e 0 -0 0 SIMPLEX RECEPTACLE-WALL, CEILING, ON ALT. CD KEYED NOTE REFERENCE I_� ABABOVE TER FACP FIRE ALARM CONTROL PANEL AND ASSOCIATED COMPONENTS. ACU AIR CONDITIONING UNIT KVA KILOVOLT AMPERES architects SURFACE MOUNTED 2X4 LUMINAIRE PROVIDE 120V POWER AS REQUIRED OR AS INDICATED. o 1 MOTOR CONTROL CENTER WITH CODE CLEARANCES SHOWN, 4I 0 =0 0 DUPLEX RECEPTACLE-WALL, CEILING, ON ALT. BRANCH CIRCUIT OR FEEDER TAG; REFER TO BRANCH CIRCUIT AND - AC ALTERNATING CURRENT LTG LIGHTING ( 125.4 ) A, AMP AMPERES LCP LIGHTING CONTROL PANEL DASHED EQUIP. = FUTURE FEEDER SCHEDULE FOR WIRE AND CONDUIT SIZES&QUANTITY. FAA FIRE ALARM ANNUNCIATOR II o II RECESSED 1X4 LUMINAIRE 4) = DOUBLE DUPLEX RECEPTACLE-WALL, CLG, ON ALT. ADJ ADJACENT MAX MAXIMUM TRANSFORMER WITH CODE CLEARANCES SHOWN ICI FIRE ALARM SYSTEM MANUAL PULL STATION; WALL MOUNTED AF AMPERE(RATED) FUSE OR CB FRAME MCA MINIMUM CIRCUIT AMPERES 721 NW 9TH Ave, Suite 350 O I SURFACE MOUNTED 1X4 LUMINAIRE CD AFF ABOVE FINISHED FLOOR MCB MAIN CIRCUIT BREAKER -® 0 * SPECIAL PURPOSE RECEPTACLE-WALL, CEILING ON ALT. POWER; REFER TO DETAIL ON DRAWING INDICATED Portland, Oregon 97209 SERVICE AND/OR DISTRIBUTION EQUIPMENT WITH CODENEMA CONFIGURATION A5 NOTED ALARM BELL OR GONG AFG ABOVE FINISHED GRADE MFR MANUFACTURER T (206) 340 9500 F (206) 340 9519 o RECESSED 2X2 LUMINAIRE CLEARANCES SHOWN AHJ AUTHORITY HAVING JURISDICTION MIN MINIMUM r, AIC EQUIPMENT SHORT CIRCUIT INTERRUPT MISC MISCELLANEOUS o SURFACE MOUNTED 2X2 LUMINAIRE � RECEPTACLE TYPE SHOWN -WALL-ABOVE COUNTER BACKSPLASH. STROBE LIGHT-WALL, CEILING MOUNTED RATING(RMS SYM.AMPS) MLO MAIN LUGS ONLY CONNECTION TO MOTOR PROVIDED BY OTHERS AB SEE ARCHITECTURAL DRAWINGS. © ELEVATION TAG: REFER TO ELEVATION NUMBER ON DRAWING (#= CANDELA RATING) 0 INDICATED AL ALUMINUM (ALLOY) MO MANUAL OPERATOR SHADING OF ANY LUMINAIRE INDICATES CONNECTION TO E4.1 ALC AUTOMATIC LIGHTING CONTROL MTD MOUNTED CIVIL ENGINEER & LANDSCAPE lid • CONNECTION TO VARIABLE FREQUENCY DRIVE WITH INTEGRAL SHADED RECEPTACLES NOTED"ON ALT."ABOVE ARE CONNECTED ©l SPEAKER WALL, CEILING MOUNTED ALTERNATE POWER SOURCE(EMERGENCY, UPS, STANDBY, ETC.) VFD "ON ALT." AS AMPERE (RATED) SWITCH MTR MOTOR Cardno PER CIRCUITING INDICATED DISCONNECT TO ALTERNATE POWER SOURCE(EMERG , STANDBY, UPS, ETC.) PER AT CIRCUIT BRKR TRIP SETTING(AMPS) N NEUTRAL(GROUNDED CONDUCTOR) 6720 SW Macadam Ave Suite 200, CIRCUITING INDICATEDA SECTION TAG: REFER TO SECTION NUMBER ON DRAWING © 0 COMBINATION SPEAKER/STROBE, WALL MOUNTED ATS AUTOMATIC TRANSFER SWITCH NC NORMALLY CLOSED Portland, OR 97219 SUSPENDED LINEAR LUMINAIRE(SIZE VARIES) DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT SHOWN SIZE PER ® INDICATED \ (#=CANDELA RATING) AUTO AUTOMATIC NEC NATIONAL ELECTRICAL CODE T(503)-419-2500 CONNECTED MOTOR SIZE AND MOTOR DISCONNECT SCHEDULE .n DUPLEX RECEPTACLE-WALL- HALF SWITCHED AUX AUXILIARYTO -,NCC NATIONAL KITCHEN EQUIPMENT TAG, REFER TO KITCHEN EQUIPMENT ©1 HORN-CEILING, WALL MOUNTED GATIVE STRUCTURAL ENGINEER WALL MOUNTED LINEAR LUMINAIRE(SIZE VARIES) <K112> AWG AMERICAN WIRE GAUGE NEMA NATIONAL ELECTRICAL MFGR'S ASSOC. 1F -' FUSED DISCONNECT SWITCH, SIZE AS NOTED. SIZE FUSE PER C C CONTROLLED DUPLEX/ DOUBLE DUPLEX RECEPTACLE SCHEDULE BATT BATTERY NL NIGHT LIGHT(UNSWITCHED) u MANUFACTURER'S RECOMMENDATIONS �, COMBINATION HORN/STROBE WALL, CEILING MOUNTED Catena Engineers e SUSPENDED PENDANT LUMINAIRE(SIZE VARIES) © • BC BARE COPPER NO NORMALLY OPEN 1500 NE Irving St., Suite 412 S COMBINATION SWITCH/DUPLEX RECEPTACLE MECHANICAL EQUIPMENT IDENTIFICATION TAG (#=CANDELA RATING) Portland, OR 97232 ENCLOSED CIRCUIT BREAKER DISCONNECT SWITCH,TRIP SIZE AS BG BELOW GRADE NTS NOT TO SCALE T(503)-467-4980 ® RECESSED DOWNLIGHT, CEILING MOUNTED IF NOTED. DUPLEX RECEPTACLE-WALL-WITH INTEGRAL GROUND FAULT EQUIP} NAMEI EQUIPMENT BY OTHERS IDENTIFICATION TAG COMBINATION MINI HORN/STROBE-WALL, CEILING MOUNTED(#= BRKR CIRCUIT BREAKER NP NAMEPLATE GFI CIRCUIT INTERRUPTER © • '- CANDELA RATING) C CONDUIT(CIRCULAR RACEWAY) OC ON CENTER MECHANICAL ELECTRICAL & O SURFACE DOWNLIGHT, CEILING MOUNTED CAB CABINET OD OUTSIDE DIAMETER X-1CONTOAGTOR SIZE PERLOAD SERVED.NEMA SIZE#1RMINIMU)M.OR O RECEPTACLE TYPE SHOWN W/WEATHERPROOF COVER AND PLUMBING ENGINEER WIRING SPRINKLER VALVE TAMPER SWITCH CONNECTION CB CIRCUIT BREAKER OFCI OWNER FURNISHED CONTRACTOR INSTALLED ® RECESSED WALLWASH XWP CFM CUBIC FEET PER MINUTE ODOI OWNER FURNISHED, OWNER INSTALLED Glumac WW DIRECTION > INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER CKT CIRCUIT OS OCCUPANCY SENSOR 900 5W Fifth Ave., Suite 1600 SURFACE WALLWASH v MAGNETIC MOTOR STARTER(CONTROLLER) OR CONTACTOR. SIZE SYMBOL DESCRIPTION SPRINKLER FLOW SWITCH CONNECTION CLG CEILING P POLE Portland, OR 97204 WW DIRECTIONS /� PER LOAD SERVED. NEMA SIZE#1 MINIMUM. -0+42" RECEPTACLE TYPE SHOWN AT SPECIAL HEIGHTT(503)-227-5280 T RECESSED LINEAR WALLWASH NEW WORK T,. CO CONDUIT ONLY PB PUSHBUTTON LIGHT BEAM TYPE SMOKE DETECTOR(BR=BEAM RECEIVER, ' CPT CONTROL POWER TRANSFORMER PH,O PHASE I, ' ii CONNECTION TO EQUIPMENT PROVIDED BY OTHERS. SHADED=ON WALL MOUNTED ELECTRICAL CONNECTION TO ELECTRIFIED BR,BT BT=BEAM TRANSMITTER) FOOD SERVICE CONSULTANT �■ 0 C - ---- --- — WIRING CONCEALED IN FLOOR OR UNDER GRADE CT CURRENT TRANSFORMER PNL PANEL T SURFACE LINEAR WALLWASH ALT. POWER SOURCE NOTED FURNITURE. PROVIDE 8 WIRES(4 HOTS, 1 DEDICATED NEUTRAL, 1 Webb Foodservice Design I 1 COMMON NEUTRAL, 1 IG) NEUTRALS TO BE#10 AWG. USE LIQUID- OR ROUTED IN CEILING SPACE OF FLOOR BELOW. --., SMOKE DETECTOR, DUCT MOUNTED, WITH FULL WIDTH SAMPLING CU COPPER +,POS POSITIVE g 3700 SE Lafayette Ct CONNECTION TO EQUIPMENT WITH INTEGRAL DISCONNECT TIGHT FLEX. TUBES. PHOTOELECTRIC TYPE UON. DC DIRECT CURRENT PRI PRIMARY Portland, OR 97202 RECESSED WALL MOUNTED LUMINAIRE PROVIDED BY OTHERS. SHADED=ON ALTERNATE POWER SOURCE (E) EXISTING WORK TO REMAIN DISC DISCONNECT READ REQUIRED T(503)-236-8566 NOTED CLOCK HANGER RECEPTACLE SMOKE DETECTOR, LOW AIR VELOCITY IN DUCT MOUNTED DIA DIAMETER RNC RIGID NON-METALLIC CONDUIT(PVC) n TRACK LIGHTING WITH HEADS AS INDICATED. , (D) EXISTING WORK TO BE REMOVED DIV DIVISION RS RAPID START ACOUSTIC & AV CONSULTANT u u r_ p PHOTOELECTRIC TYPE U.O.N. DP DISTRIBUTION PANEL RST REMOTE STATION TRANSMITTER J EQUIPMENT OR TERMINAL ENCLOSURE AS NOTED, SURFACE AND FLUSH FLOOR BOX DEVICE- DEVICE TYPE PER SYMBOLS ABOVE RECESSED CEILING ADJUSTABLE POINT SOURCE - - - - ® FUTURE WORK DPDT DOUBLE POLE DOUBLE THROW SAD SEE ARCHITECTURAL DRAWINGS The Greenbusch Group E:11 RECESS MOUNTED (F) C SMOKE DETECTOR-WALL, CEILING MOUNTED(P=PLENUM DPST DOUBLE POLE SINGLE THROW SEC SECONDARY 1900 W. Nickerson St., Suite 201 SURFACE CEILING ADJUSTABLE POINT SOURCE ® PEDESTAL FLOOR DEVICE DEVICE TYPE PER SYMBOLS ABOVE P,B,R,C MOUNTED, B=W/RELAY BASE, R=ELEVATOR RECALL, C=INTEGRAL Seattle,WA 98119 04CIP — T- TELEPHONE SYSTEM CONDUIT DWG DRAWING SN SHEET NOTE DAMPER MOTOR TO DOOR CLOSURE) E,EMER EMERGENCY SOL SOLENOID T 206-378-0569 WALL MOUNTED LUMINAIRE POKE THRU UNIT WITH DUPLEX RECEPTACLE-FLUSH, PEDESTAL O O MOUNTED. MV MEDIUM VOLTAGE CONDUIT CD SMOKE DETECTOR MOUNTED BELOW RAISED FLOOR EF EXHAUST FAN SPD SURGE PROTECTION DEVICE m EMT ELECTRICAL METALLIC TUBING SPOT SINGLE POLE DOUBLE THROW COST CONSULTANT Y WALL MOUNTED DIRECTIONAL(SIZE VARIES) BUSWAY RISER POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE-FLUSH, G- BARE GROUNDING GRID OR CONDUCTORS, UON. ELECTROMAGNETIC DOOR HOLDER-WALL, FLOOR, DOOR CLOSURE ENCL ENCLOSURE SPST SINGLE POLE SINGLE THROW Construction Focus '�° O° EO ELECTRICALLY OPERATED SUB SUBSTATION 740 Almaden St. 0 0 0 0 PEDESTAL MOUNTED. MOUNTED. COORDINATE WITH DOOR INSTALLER. FLUORESCENT STRIPLIGHT-POWER FEED SECTION, FEED < 0 < GROUNDING CONDUCTORS ROUTED IN CODE SIZED CONDUIT, UON. C EOL END OF LINE SWBD SWITCHBOARD Eugene, OR 97402 I O i THROUGH SECTION. LENGTH AS SHOWN, BUSWAY STAB IN TYPE CIRCUIT BREAKER OR FUSE DISCONNECT. GC O EWC ELECTRIC WATER COOLER SWGR SWITCHGEAR T 541-686-2031 I I SIZE AS NOTED. COMBO POKE THRU UNIT WITH DUPLEX RECEPTACLE AND LM DATA LOOP ISOLATION MODULE 0 V 0 m TELEPHONE OUTLET-FLUSH, PEDESTAL MOUNTED. STROKES INDICATE QUANTITY OF#12 AWG. CONDUCTORS, UON. EWH ELECTRIC WATER HEATER TB TERMINAL BOARD WALL MOUNTED FLUORESCENT STRIPLIGHT NOTE: WIRING STROKES FOR 20A BRANCH CIRCUITS ARE NOT FA FIRE ALARM TDC TIME DELAY CLOSING 6 I I I ADDRESSABLE CONTROL MODULE DIAGRAMS MULTI SERVICE FLOOR BOX CAST IN CONC. OR IN RAISED FLOOR SHOWN ON DRAWINGS. CONTRACTOR SHALL USE INFORMATION IN CM FAA FIRE ALARM CONTROL PAN TDO TIME DELAY OPENING I ® t UNDERCABINET FLUORESCENT STRIPLIGHT 0 ® � SEE ARCH DWGS;WITH RECEPTACLES& SIGNAL OUTLETS AS PANEL AND BRANCH CIRCUIT SCHEDULES TO PROVIDE REQUIRED MM ADDRESSABLE MONITOR MODULE FACP FIRE ALARM CONTROL PANEL TEL TELEPHONE SYMBOL DESCRIPTION NOTED. CIRCUITING. FBO FURNISHED BY OTHERS TYP TYPICAL I— CONTINUOUS LINEAR SOURCE(LED, COLD CATHODE, NEON, FIBER EOL MN END OF LINE RESISTOR(MAY NOT BE SHOWN ON PLANS) FC FOOT CANDLES UF UNDERFLOOR OPTIC, ETC.. ) AUTOMATIC TRANSFER SWITCH (ATS) POKE THRU UNIT WITH JUNCTION BOX. RACEWAY COMPONENTS RC- GROUND f FF FLUSH FLOOR MOUNTED UG UNDERGROUND BATTERY POWER EMERGENCY UNIT EQUIPMENT(SEE LUMINAIRE 0 0 700 SERIES. I FIREMAN'S PHONE JACK, WALL MOUNTED FLA FULL LOAD AMPERES UL UNDERWRITERS LAB SCHEDULE FOR QUANTITY OF HEADS) AUTOMATIC TRANSFER SWITCH WITH MAINTENANCE BYPASS WALL, CEILING MOUNTED. HOT �°J FLEX FLEXIBLE UON UNLESS OTHERWISE NOTED �, O O TELE/POWER POLE, POWER POLE FIREMAN'S PHONE HANDSET, WALL MOUNTED FPB FAN POWERED BOX UPS UNINTERRUPTIBLE POWER SUPPLY (BIATS) -rA. =04 NEUTRAL 1: FSD FIRE/SMOKE DAMPER UTX UTILITY TRANSFORMER ® ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES, P FW FLUSH WALL MOUNTED V VOLTS ARROWS AS SHOWN —al " FIRE/SMOKE DAMPER BY DIV 15. WIDTH OF SYMBOL WILL VARY FU FUSE VA VOLT-AMPERES OVERLOADS O TELE/POWER POLE WITH WHIP CONNECTION TO ELECTRIFIED — _ HOME RUN WIRING TO INDICATED DESTINATION, 314 C. MIN. ORAS vii�� WITH DUCT WIDTH. PROVIDE POWER AND MONITORING AS 0FURNITURE L1A-1,3 OTHERWISE NOTED. CONTRACTOR SHALL USE CIRCUIT SIZES ® INDICATED. REFER TO FSD CONNECTION DETAIL. GEN GENERATOR VFD VARIABLE FREQUENCY DRIVE BOLLARD �` NORMALLY CLOSED CONTACTOR OR RELAY CONTACTS - - ' NOTED IN RESPECTIVE SCHEDULES AND INFORMATION IN THE GFI GROUND FAULT CIRCUIT INTERRUPTER W WATT TWO-PIECE SURFACE METAL RACEWAY WITH RECEPTACLES AS FEEDER AND BRANCH CIRCUIT SCHEDULES. FLAME DETECTOR(FLICKER DETECTOR) G,GND GROUND WI WITH POLE MOUNTED LUMINAIRE SINGLE OR DUAL HEAD I NORMALLY OPEN CONTACTOR OR RELAY CONTACTS - 10 GRAP GENERATOR REMOTE ANNUNCIATOR PANEL W/0 WITHOUT E NOTED, BACK LENGTH AS INDICATED ON THE DRAWINGS AND WITH HD1A CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING. CORE & GRC GALVANIZED RIGID STEEL CONDUIT WP WEATHERPROOF ❑ Cef , INDICATES ROTATED OPTICS BUS DUCT ALL FITTINGS AS REQUIRED. O FIREPROOF AS REQUIRED. COTEMPERATURE TYPE, UON.HEAT DETECTOR, CEILING MOUNTED. RATE OF RISE AND FIXED HLO HANDLE LOCK-ON(OFF) XFR TRANSFORMER — O .J 14' TWO OR THREE COMPARTMENT SURFACE METAL RACEWAY WITH HP HORSEPOWER XP EXPLOSION PROOF `�: POST TOP MOUNTED LUMINAIRE BUS BAR C RECEPTACLES AND OUTLETS AS INDICATED, LENGTH AS INDICATED CONDUIT RUN TURNED DOWN THROUGH FLOOR OR CEILING. CORE& C HEAT DETECTOR(RIC=RATE OF COMBUSTION, F=FIXED TEMP. HPF HIGH POWER FACTOR Z ZONE D HTR HEATER ,IN INCHES ON THE DRAWINGS. PROVIDE ALL FITTINGS AS REQUIRED. FIREPROOF AS REQUIRED. R/C,F,R ONLY, R=RATE OF RISE ONLY) HZ HERTZ(CYCLES PER SECOND) FT FEET O IN GRADE POINT SOURCE �l� BATTERY GENERAL CONDUIT STUBBED OUT AT LOCATION SHOWN. IES ILLUMINATING ENGINEERING SOCIETY 0 PHASE 0 REMOTE MOUNTED LINE TO LOW-VOLTAGE FUSED TRANSFORMER. � EARLY WARNING SMOKE DETECTION SYSTEM- INCLUDES ALL GARAGE LIGHTING LUMINAIRE WITH CUTOFF LOUVERS �I�I1� RESISTOR CONCEAL FROM VIEW. -I PROVIDE INSULATED BUSHING&PULLROPE. EWSD SAMPLING TUBING IBC INDIVIDUAL BRANCH CIRCUIT > GREATER THAN IN CONCEAL INSIDE DIAMETER < LESS THAN LUMINAIRE MARKING CONVENTION LEGEND: )) CONNECTOR, FEMALE AND MALE RESPECTIVELY n - TELEPHONE/DATA SLEEVE THROUGH WALL, ABOVE CEILING. IG ISOLATED GROUND > GREATER THAN OR EQUAL TO HA HA= LUMINAIRE TYPE IDENTIFICATION. SEE LUMINAIRE ,Q LIGHT(LAMP, SIGNAL LIGHT, INDICATOR LAMP, STROBE) i - EXTEND TO ACCESSIBLE TILE CLG. BOTH SIDES.TERMINATE WITH o SCHEDULE. b )) 'i PIPE GROUND SIGNAL DEVICES BUSHINGS. (1) 1.25"CO UON. COORDINATE LOCATIONS WITH CABLE FIRE ALARM OUTPUT OR RELEASE ABORT PUSHBUTTON, REFER TO 3c 3c= CIRCUIT NUMBER VIA LOCAL SWITCH (LOWERCASE INSTALLER(S)PRIOR TO ROUGH-IN. LETTER)THAT SERVES THE LUMINIARE. C CONTACTOR COIL SPECIFICATIONS AND DETAILS. .' [HA O SYMBOL DESCRIPTION 3A= CIRCUIT NUMBER/UPPERCASE LETTER COMBINATION I I BASKET TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN ° INDICATES LOW VOLTAGE RELAY OR LIGHTING < W .. ..j AGENT RELEASE INITIATING VALVE 3A RELAY COIL _ TERMINAL/MOUNTING BOARD; 8' HIGH, 314"x4'x WIDTH AS SHOWN, CONTACTOR THAT SERVES THE LUMINAIRE FIRE RETARDANT TREATED PLYWOOD. 111111111 LADDER TYPE CABLE TRAY WITH 90 DEGREE ELBOW SHOWN4111111 , LIGHTNING SURGE ARRESTOR D= DISTRIBUTION CLASS 1� ~ ' BELL SILENCE SWITCH 1 • SWITCHING CONTROLS D I = INTERMEDIATE CLASS I I- SIGNAL SYSTEM EQUIPMENT ENCLOSURES AS NOTED-SURFACE. O ® JUNCTION BOXES, WALL, CEILING AND FLUSH FLOOR MOUNTED. 4" AGENT DISCHARGE SWITCH 1110RECESSED MOUNTED SQ. BOX MEN., LARGER IF REQUIRED -E in SPD I SURGE PROTECTION DEVICE 410 SYMBOL DESCRIPTION lJCURRENT TRANSFORMERWIRING EXTENSION POINT CONDUIT TO MC CABLE OR MANUFACTURED WIRING SYSTEM J-BOX ABOVE ACCESSIBLE •', Sa SINGLE POLE SWITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED X COMBO TELEPHONE/DATA OUTLET WALL X INDICATES QUANTITY OF CABLE/JACKS 0 ® CEILINGS AREAS, OR EXTEND CONDUIT&WIRE IN EXPOSED OR LUMINAIRES CONTROLLED TOGETHER) -3F POTENTIAL TRANSFORMER "HARD"CEILING AREAS. SHADED= ON ALT. POWER SOURCE all 1X <W TELEPHONE OUTLET-WALL, W= USE HIGHER MOUNTING HEIGHT (EMERG,UPS,ETC.) SECURITY SYSTEM S2 TWO POLE SWITCHNORMALLY OPEN PUSH BUTTON PER MOUNTING HEIGHT DETAIL SYMBOL DESCRIPTION • X INDICATES QUANTITY OF CABLE/JACKS PB PULL BOX, MIN. SIZE PER NEC., UON. S3 THREE WAY SWITCH oho NORMALLY CLOSED PUSH BUTTON S, 0 <i X DATA OUTLET WALL P UNDERFLOOR RACEWAY �''', ACP ACCESS CONTROL PANEL(S) FOUR WAY SWITCH FUSED VOLTAGE SENSE LEADS X INDICATES QUANTITY OF CABLE/JACKS ''-^^-"-rw' FLEXIBLE CONDUIT CONNECTION SK KEY OPERATED SWITCH METER: POWER FACTORP RF COAX CABLE OUTLETl S X ELECTRIFIED PANIC HARDWARE POWER SUPPLY �� # DATE PF vm./,, POWER CONNECTION TO DIV 15 FIRE/SMOKE DAMPER. REFER TO D DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT +I COMBINATION RF COAX CABLE AND DATA OUTLET ez2J FSD CONNECTION DETAIL IF NOT SHOWN ■ SHOWN THEN EQUAL TO LOAD. 10 METER: KILOWATT HOUR C) AUDIO LOUDSPEAKER-WALL, CEILING, X=WIRING ZONE TCR CARD READER-WALL MOUNTED ® DIMMER SWITCH UNDER SEPARATE COVERPLATE 0 UTILITY SQUARE COREMO O MOUNTED ETT WITH METER INSTALLED. <>X VOLUME CONTROL-WALL GROUNDING SYSTEM (EL) ELECTRIFIED LOCK HARDWARE Sp SWITCH WITH PILOT LIGHT(PILOT IS"ON WHEN SWITCH IS"ON"). SYMBOL DESCRIPTION OMU DIGITAL METER UNIT. REFER TO SPECIFICATIONS. -113 BELL SPL SWITCH WITH PILOT LIGHT(PILOT IS"ON WHEN SWITCH IS"OFF"). G BARE GROUNDING GRID OR CONDUCTORS, UON. (ES) ELECTRIC STRIKE CONNECTION /J-' STB CURRENT TRANSFORMER SHORTING TERMINAL BLOCK. -0/ BUZZER STS TIMER SWITCH -GC GROUNDING CONDUCTOR(S) ROUTED 1N CODE SIZED CONDUIT, UON. 1 0 TERMINAL FOR FIELD CONNECT, SIZE&TYPE SUITABLE FOR CHIME (ML) MAGNETIC LOCK CONNECTION LOW VOLTAGE MOMENTARY CONTACT SWITCH, UPPER CASE LETTER CONDUCTOR INSTALLED. 0 GROUND GRID BOND POINT VA SUPERSCRIPT INDICATES CONNECTION TO LOW VOLTAGE RELAY -C) © SYSTEM CLOCK-WALL , CEILING 1 CONTROLLING SIMILARLY MARKED LUMINAIRES. LED INDICATOR LIGHT PUSH TO TEST, R=RED, G= GREEN, B= BLUE, ' GROUND GRID BOND POINT-MECHANICAL CONNECTION (RX) REQUEST TO EXIT(WIRING TO ELECTRIFIED PANIC HARDWARE) Y=YELLOW, W=WHITE O INTERCOM STATION-WALL, DESK A DELTA CONNECTION S,M. WEATHERPROOF SWITCH M E E = IBC 1007.8 COMPLIANT 2-WAY COMMUNICATIONS CALL STATION • GROUND GRID BOND POINT EXOTHERMIC WELD CONNECTION M= MASTER STATION �" TIGARD TUALATIN SCHOOL DISTRICT LINE VOLTAGE, VARIABLE SPEED FAN CONTROL SWITCH. LOCATE V=VIDEO INTERCOM SYSTEM 21-1 REQUEST REQUEST TO EXIT(WALL MOUNTED IR DETECTOR ABOVE DOOR) Sy ADJACENT TO ADJACENT TO LIGHT SWITCHES. GROUNDED WYE CONNECTION GROUND BAR, SEE PLANS AND SPECIFICATIONS FOR DIMENSIONS ANCI --, < MICROPHONE JACK-WALL, FLOOR REQUIREMENTS ER EMERGENCY DOOR RELEASE BUTTON TIGARD H I G H ST MOTOR-RATED THERMAL OVERLOAD SWITCH CONNECTION TO GROUND . GROUND ROD LOCATION ( > PUSHBUTTON OR PUSHBUTTONS S C H OO L SoR LIGHTING CONTROL OVERIDE SWITCH. NUMBER=ZONE 100AT L� GROUND ROD IN TEST WELL Kp INTRUSION DETECTION KEYPAD-WALL MOUNTED CONTROLLED 225AF �) CIRCUIT BREAKER, WITH TRIP& FRAME AMPERE RATING � AUDIOVISUAL WALL PLATE PC PHOTOCELL F ® FLUSH FLOOR DEVICE DEVICE TYPE PER SYMBOLS ABOVE Li LIGHTNING PROTECTION PARAPET MOUNTED AIR TERMINAL 0 DOOR POSITION MONITOR SWITCH OED E R N I ZAT I 0 N �q5 FUSED SWITCH,WITH FUSE AND SWITCH AMPERE RATING X X INDICATES QUANTITY OF CABLE/JACKS EQUIPMENT OPERATOR PUSH BUTTON STATION. PROVIDED WITH HI I� O LIGHTNING PROTECTION MID ROOF MOUNTED AIR TERMINAL (GB) GLASS BREAK SENSOR 4 EQUIPMENT, INSTALLED AND CONNECTED BY ELECRTICAL, UON. ®' PEDESTAL FLOOR DEVICE- DEVICE TYPE PER SYMBOLS ABOVE O LIGHTNING PROTECTION AIR TERMINAL Q MOTION DETECTOR JL Th JL INDIVIDUALLY MOUNTED CIRCUIT BREAKER X X INDICATES QUANTITY OF CABLE/JACKS 9000 SW DURHAM RD. 4 PUSHBUTTON OR PUSHBUTTONS. • D LIGHTNING PROTECTION CONDUCTOR ROUTED DOWN (DS) DURESS PUSHBUTTON STATION w TIGARD, OR. 97224 x ® >- CIRCUIT BREAKER, MEDIUM VOLTAGE, DRAWOUT Qi WIRELESS ACCESS POINT LOCATION-CEILING MOUNTED f TC TIME CLOCK LIGHTNING PROTECTION BOND PLATE 'b �� FIXED CAMERA-WALL,CEILING Z JOB NO 16992.00 ��- -->>- DRAWOUT CIRCUIT BREAKER [OS1 OCCUPANCY SENSOR-WALL MOUNTED DK GF GROUND FAULT TRIP UNIT LIGHTNING PROTECTION BIMETAL CONNECTION H p b lib INDOOR DOME CAMERA-WALL/CEILING ISSUE DATE: 03/28/2018 OS 360 DEGREE OCCUPANCY SENSOR CEILING MTD. Jurisdiction Stamp Area U EXPIRES: 12/31/19 OS a 180 DEGREE OCCUPANCY SENSOR CEILING MTD. BA BELL ALARM TRIP MODULE CONTACTS ELECTRICAL EQUIPMENT NAMING CONVENTION LEGEND W \�� Esso �//�� p PROF F OS 3 CORRIDOR/AISLE OCCUPANCY SENSOR-CEILING MOUNTED ST SHUNT TRIP UNIT, 120VAC OR VOLTAGE AS NOTED v J ("� Le. � 75717PE COMBINATION OCCUPANCY SENSOR& SWITCH GANGED UNDER A AM INTEGRAL AMMETER DISPLAY EXAMPLESILEGEND EQUIPMENT TYPE POWER SYSTEMS VOLTAGE FLOOR ADDITIONAL DESIGNATION -Fief COMMON COVER PLATE. OCCUPANY SENSOR TO CONTROL ALL a OREGON a MCC- H M 1 A SUB- UNIT SUBSTATION BLANK- NORMAL LOADS H-480/277 VOLT 0-LOWER LEVEL (1st character) �� F� o S OS b LUMINAIRES IN ROOM WITH 1/2 LIGHT REDUCTION CONTROLLED BY © KEY INTERLOCK 'Pi SER �` :I' J~ SWBD-SWITCHBOARD M-MAIN UTILITY SERVICE L-208/120 VOLT 1 -MAIN LEVEL BLANK- PANEL C�/ p SWITCH. —1 -.- CAPACITOR, POWER FACTOR CORRECTION, SIZE IN KVAR DP- U L D 1 A SWGR-SWITCHGEAR E-EMERGENCY POWER(Life Safety) MV- MEDIUM VOLTAGE 2-UPPER LEVEL D- DISTRIBUTION PNL 21..1_ FN r Bo DP DISTRIBUTION PANEL S STANDBY POWER R ROOF S-SWITCHBOARD mW T T THERMOSTAT-WALL, CEILING 10 XFR- 1 C� QH L A PNL BRANCH PANEL U UNINTERRUPTIBLE POWER(UPS) M-MCC LLD_ GENERATOR ATS-AUTOMATIC TRANSFER SWITCH C CRITICAL POWER(Hospital) a ELECTRICAL SWBD- M H SN 1 A BIATS BYPASS ISOLATION ATS Q-EQUIPMENT POWER(Hospital) (2nd character) SEPo EPO EMERGENCY POWER OFF, HEAVY-DUTY, OIL-TIGHT RED MUSHROOM MTS MANUAL TRANSFER SWITCH S LIFE SAFETY POWER(Hospital) BLANK NOT USED Z D HEAD PUSHBUTTON WITH GUARD. -lT� FUSE, HOLDER& PULLER PNL- E H K 2 B ZO LEGEND AN XFR TRANSFORMER N NORTH WING N CONNECTION TO CHILLER POWER ADDN'L UTX- UTILITY MAIN TRANSFORMER S SOUTH WING �_— N I LIGHTING CONTROL PANEL AND ASSOCIATED COMPONENTS. O SEQ. MCC MOTOR CONTROL CENTER E EAST WING E� ABBREVIATIONS o PROVIDE CONTROL POWER AS REQUIRED OR AS INDICATED. SYSTEM DESIG. LETTERS 0 EQUIP. DESIG.SYSTEM FLOOR CB- ENCLOSED CIRCUIT BREAKER W-WEST WING TYPE FSW-FUSED DISCONNECT SWITCH K-KITCHEN —_I co SOLENOID VOLTAGE DSW- NON-FUSED DISCONNECT SW. P-PROCESS EQUIP. CO Ek 22 CN 2 E0 . 00 W CO C S. c O 0 w4- _ a: _ t6 O O C LL C] 2 O OSLiassetti SHEET E E c` SHEET E E architects NUMBER SHEET NAME a I aQ NUMBER SHEET NAME a a n 1 • FOR REFERENCE ONLY LEGENDS, TABLES AND NOTES 1E6.01 ENLARGED PLANS X E0.00 ELECTRICAL LEGEND AND ABBREVIATIONS X X X I 1E6.02 ENLARGED PLANS X I 721 NW 9TH Ave, Suite 350 E0.01 ELECTRICAL DRAWING LIST X X X E6.03 ENLARGED PLANS X Portland, Oregon 97209 E0.02 BASIS OF DESIGN AND NOTES X X X E6.04 ENLARGED PLANS- UNDERGROUND X • T (206) 340 9500 F (206) 340 9519 E0.03 REFERENCE TABLES • X I E6.05 ENLARGED PLANS-UNDERGROUND X • E0.04 VOLTAGE DROP CALCULATIONS X J E6,07 ENLARGED PLANS X 1E0.05 MECHANCIAL& PLUMBING EQUIPMENT CONNECTION SCHEDULE X E6.1I ENLARGED PLANS- MDF/IDF ROOMS X CIVIL ENGINEER & LANDSCAPE I ELECTRICAL DEMO PLANS J E6.12 ENLARGED PLANS-MDF/IDD ROOMS Cardno ED1.12 !DEMO PLAN- ELECTRICAL MAIN LEVEL X •J• DETAILS I 6720 SW Macadam Ave Suite 200, ELECTRICAL SITE PLAN E9.01 ELECTRICAL DETAILS X Portland, OR 97219 E1.00 ELECTRICAL SITE PLAN I • I X E9.02 ELECTRICAL DETAILS X I T(503)-419-2500 COMPOSITE PLANS E9.03 ELECTRICAL DETAILS X I STRUCTURAL ENGINEER 1E1.10 POWER AND SIGNAL UNDERGROUND COMPOSITE X _ X E9.04 ELECTRICAL DETAILS X J Catena Engineers 1E1.11 POWER AND SIGNAL LOWER LEVEL FLOOR PLAN COMPOSITE X E9.05 ELECTRICAL DETAILS X X I 1500 NE Irving St., Suite 412 E1.12 POWER AND SIGNAL MAIN LEVEL FLOOR PLAN COMPOSITE X E9.06 ELECTRICAL DETAILS X Portland, OR 97232 T(503)-467-4980 i E1.13 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN SOUTH COMPOSITE X E9.07 ELECTRICAL DETAILS X X E1.14 1 POWER AND SIGNAL UPPER LEVEL FLOOR PLAN NORTH COMPOSITE X E9.11 LOW-VOLTAGE DETAILS X MECHANICAL ELECTRICAL & E1.15 POWER AND SIGNAL ROOF FLOOR PLAN COMPOSITE X LIGHTING NOTES AND SCHEDULES PLUMBING ENGINEER SOUTH SECTOR PLANS EL0.01 BASIS OF DESIGN AND LUMINAIRE SCHEDULE X Glumac E2.11 POWER AND SIGNAL UNDERGROUND-AREA N1 X • EL0.02 LUMINAIRE, LCP SCHEDULES X 900 SW Fifth Ave., Suite 1600 Portland, OR 97204 E2.12 POWER AND SIGNAL UNDERGROUND-AREA N2 X • I LIGHTING SITE PLAN T(503)-227-5280 E2.23 POWER AND SIGNAL LOWER LEVEL-AREA S1 X EL1.00 I LIGHTING SITE PLAN I X E2.24 POWER AND SIGNAL LOWER LEVEL-AREA 52 X LIGHTING NORTH SECTOR PLANS FOOD SERVICE CONSULTANT E2.25 POWER AND SIGNAL MAIN LEVEL AREA S1 + UPPPER LEVEL AREA S1 X EL2.13 LIGHTING PLAN MAIN LEVEL-AREA N1 X Webb Foodservice Design 3700 SE Lafayette Ct. E2.26 POWER AND SIGNAL UPPER LEVEL-AREA S2 X EL2.14 LIGHTING PLAN MAIN LEVEL-AREA N2 X Portland, OR 97202 E2.27 POWER AND SIGNAL ROOF-AREA S1 X EL2.15 LIGHTING PLAN UPPER LEVEL-AREA N1 X T(503)-236-8566 E2.28 POWER AND SIGNAL ROOF FLOOR-S2 X EL2.16 LIGHTING PLAN UPPER LEVEL-AREA N2 X NORTH SECTOR PLANS LIGHTING SOUTH SECTOR PLANS ACOUSTIC & AV CONSULTANT E2.13 POWER AND SIGNAL MAIN LEVEL-AREA Ni X EL2.23 LIGHTING PLAN LOWER LEVEL-AREA Si X The Greenbusch Group - 1900 W. Nickerson St., Suite 201 E2.14 POWER AND SIGNAL MAIN LEVEL- AREA N2 X EL2.24 LIGHTING PLAN LOWER LEVEL-AREA S2 X Seattle,WA 98119 E2.15 POWER AND SIGNAL UPPER LEVEL-AREA N1 X `EL2.25 LIGHTING PLAN MAIN LEVEL AREA SI +UPPER LEVEL AREA S1 X T 206-378-0569 E2.16 POWER AND SIGNAL UPPER LEVEL-AREA N2 X I I EL2.26 LIGHTING PLAN UPPER LEVEL-AREA S2 X E2.17 POWER AND SIGNAL ROOF PLAN-AREA N1 X I [LIGHTING EAST SECTOR PLANS COST CONSULTANT E2.18 POWER AND SIGNAL ROOF PLAN -AREA N2 X I I EL2.32 I LIGHTING PLAN MAIN LEVEL-AREA E1 I I I X I Construction Focus 740 Almaden St. E2.21 POWER AND SIGNAL UNDERGROUND-AREA S1 X • I Eugene, OR 97402 E2.22 POWER AND SIGNAL UNDERGROUND-AREA S2 X • T 541-686-2031 EAST SECTOR PLANS E2.32 POWER AND SIGNAL MAIN LEVEL-AREA El i X 1E2.33 POWER AND SIGNAL ROOF-AREA E1 I X DIAGRAMS AND SCHEDULES E5.01 ELECTRICAL SINGLE LINE DIAGRAM • X E5.02 PANELBOARD SCHEDULES X J E5.03 PANELBOARD SCHEDULES X E5.04 PANELBOARD SCHEDULES X E5.05 PANELBOARD SCHEDULES X E5.11 SIGNAL RISER DIAGRAMS ENLARGED PLANS 0 J D a) J J D u_ CC 0 LL H • A\* DATE I 0 0 TIGARD TUALATIN SCHOOL DISTRICT TIGARD HIGH SCHOOL ODERNIZATION W 9000 SW DURHAM RD. TIGARD, OR. 97224 Z JOB NO: 16992.00 ISSUE DATE: 03/28/2018 Jurisdiction Stamp Area FEXPIRES: 12/31/19 w 0 PROF1 CO ��,,,G1NEe ��y 7578-711Tq -Fitt I-2 o OREGON CLL Nr 80 fYLLI a� ELECTRICAL zz ti-•\ DRAWING LIST C%...., N �� O co Co co Q �2 U_ E0 . 01 CD uj CcV 00 BASIS OF DESIGN ELECTRICAL NOTES POWER NOTES LOW-VOLTAGE NOTES DEMOLITION NOTES 1. PURPOSE: 10. PROVIDE EACH CTE SPACE WITH: 1. THE CIRCUITING SHOWN IS DIAGRAMMATIC. THE DRAFTING METHOD 1. WHERE POSSIBLE, BOXES SHALL BE IN SEPARATE STUD SPACES FROM bassetti / A WHERE POSSIBLE, BOXES FOR COMMUNICATIONS OUTLETS SHALL BE IN 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING WHICH MOST SIMPLY CONVEYS THE CIRCUITING INTENT AT A GIVEN BOXES SERVING OTHER ROOMS TO MINIMIZE SOUND TRANSFER. SEPARATE STUD SPACES FROM BOXES SERVING OTHER ROOMS TO ARCHITECTURAL DEMOLITION PLANS. FOR WALLS, SOFFITS, CASEWORK, architects A. THIS BASIS OF DESIGN NARRATIVE IS INTENDED TO BE USED TO SET a. TWO CEILING MOUNTED DUPLEX RECEPTACLES FOR LOCATION IS EMPLOYED. MINIMIZE SOUND TRANSFER. ISLANDS, CEILINGS, ETC. SHOWN TO BE DEMOLISHED, REMOVE THE THE BASIS OF UNDERSTANDING OF THE PROJECT SCOPE BETWEEN PROJECTORS 2. COORDINATE EXACT MECHANICAL EQUIPMENT LOCATIONS AND FOLLOWING: THE OWNER AND THE ASSOCIATED DESIGN PROFESSIONALS,AND TO b. TEN CEILING MOUNTED DUPLEX RECEPTACLES FOR DROP 2. REFER TO ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. B REFER TO ARCHITECTURAL FLOOR PLANS, INTERIOR ELEVATIONS AND COMMUNICATE TO THE CONTRACTORS THAT SCOPE OF WORK. IT CORD REELS ELECTRICAL EQUIPMENT SHOWN. COORDINATE CONDUIT REQUIREMENTS FOR ALL HVAC EQUIPMENT WITH DETAIL DRAWINGS PRIOR TO ROUGH-IN FOR EXACT LOCATION OF A. TELECOM OUTLET BOXES AND RACEWAYS, COORDINATE CABLE 721 NW 9TH Ave, Suite 350 SHALL ALSO BE CONSIDERED BINDING IN THE SAME MANNER AS THE c. FOUR WALL MOUNTED 6-30R RECEPTACLES FOR YET TO BE CONTROLS CONTRACTOR. RECEPTACLES, FLOOR BOXES,AND OUTLETS. INFORM ENGINEER OF REMOVAL WITH GENERAL CONTRACTOR AND OWNER. Oregon AND SPECFICATIONS ARE. SPECIFIED EQUIPMENT 3. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. ALL CONFLICTS VIA REQUEST-FOR-INFORMATION (RFI). Portland, 97209 d. FOUR WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES DETAILS APPLY FOR ALL APPLICABLE SITUATIONS WHETHER REFERENCED 3. FOR ELECTRICAL CONNECTIONS AND CIRCUITING TO MECHANICAL B. POWER OUTLETS,WIREMOLD, RECEPTACLES AND ALL OTHER T (206) 340 9500 F (206) 340 9519 2. PROJECT DESCRIPTION: ON EACH WALL OR NOT, UON. EQUIPMENT SHOWN ON PLANS, REFER TO MECHANICAL AND PLUMBING C COORDINATE LOCATIONS OF WALL-MOUNTED DEVICES WITH ELECTRICAL DEVICES INCLUDING THEIR J-BOXES, CONDUIT AND WIRE. EQUIPMENT CONNECTION SCHEDULE. ARCHITECTURAL INTERIOR ELEVATIONS. WHERE DEVICES ARE LOCATED A. TIGARD HIGH SCHOOL LOCATED AT 900 SW DURHAM RD. TIGARD, OR 11. PROVIDE EACH COMPUTER LAB WITH: 4. CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS ADJACENT TO ELECTRICAL DEVICES, LOCATE BOTH DEVICES WITHIN 6- C. LIGHT SWITCHES INCLUDING THEIR J-BOXES, CONDUIT AND WIRE. CIVIL ENGINEER & LANDSCAPE 97224 WILL UNDERGO A PARTIAL DEMOLITION AND EXPANSION OF THE TO CONFIRM CEILING TYPES IN ALL ROOMS(ACCESSIBLE, EXPOSED, OR 4. PROVIDE 4" HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED ELECTRICAL INCHES OF ONE ANOTHER. ALIGN DEVICES VERTICALLY. WEST SIDE OF THE CURRENT HIGH SCHOOL. THE RENOVATED SPACE a. ONE QUADPLEX RECEPTACLE FOR EACH COMPUTER WORK "HARD")AND TO USE THE APPROPRIATE WIRING METHOD FOR EACH TYPE. EQUIPMENT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. D. FIRE ALARM AND OTHER LOW-VOLTAGE DEVICES INCLUDING THEIR J- Cardno WILL INCLUDE A MIX OF ADMINISTRATIVE OFFICES, CLASSROOMS, STATION INSURE ALL J-BOXES ARE ACCESSIBLE AFTER ALL OTHER TRADE'S WORK D CONTRACTOR IS RESPONSIBLE TO REVIEW ARCHITECTURAL DRAWINGS TO BOXES, CONDUIT AND WIRE. 6720 SW Macadam Ave Suite 200, INDOOR ATHLETIC FACILITIES,AS WELL AS A NEW KITCHEN AND b. ONE FLOORBOX/POKE THRU PER TWO COMPUTER WORK IS COMPLETED. DO NOT LOCATE ANY J-BOXES ON "HARD"CEILINGS;ALL 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED CONFIRM CEILING TYPES IN ALL ROOMS(ACCESSIBLE, EXPOSED, OR"HARD") Portland, OR 97219 OTHER SPECIALTY SPACES SUCH AS AN AUTOMOTIVE LAB, MAKER STATIONS LOCATED AWAY FROM WALLS. WIRING MUST BE ACCESSIBLE THROUGH DEVICE ONLY IN "DAISEY-CHAIN" ELECTRICAL EQUIPMENT SHOWN, AND TO USE APPROPRIATE ROUTING METHOD FOR EACH DEVICE PER DIV 27 E. FOR ALL J-BOXES ON EXPOSED CEILINGS AND WALLS, REWORK T(503)-419-2500 SPACE, CERAMICS, GRAPHIC DESIGN LAB, ETC. c. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR METHOD OR WITH DEDICATED HOMERUNS TO EACH DEVICE. J-BOXES MAY SPECIFICATIONS. CONDUIT AND WIRING IF CIRCUIT CONTAINED OR USED IN J-BOX STRUCTURAL ENGINEER PROJECTOR BE LOCATED ABOVE OTHER TRADE'S ACCESS DOORS IF FEASIBLE AND 6. PROVIDE SPECIAL RECEPTACLES THAT MATCH CORD AND CAP PROVIDED SERVES EXISTING TO REMAIN LIGHTING OR DEVICES, RELOCATE J-BOX B. AN EXISTING AUXILIARY GYM BUILDING TO THE WEST OF THE MAIN d. ONE WALL MOUNTED DUPLEX RECEPTACLE FOR WALL DOES NOT INTERFERE WITH ACCESS. WITH EQUIPMENT UNLESS NOTED OTHERWISE. USE ADJACENT NEMA E COMMUNICATION OUTLETS HEIGHTS SHOWN ARE MEASURED FROM THE AS REQUIRED TO ABOVE ACCESSIBLE CEILING. INTENT IS TO HAVE NO Catena Engineers BUILDING WILL BE DEMOLISHED.ANY ITEMS THAT REQUIRE POWER MOUNTED PROJECTOR DISPLAY CONFIGURATION NUMBER IF ONE IS SHOWN. FINISH FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE BLANK COVERPLATES ON FINISHED SURFACES AT COMPLETION OF 1500 NE Irving St., Suite 412 AND/OR DATA THAT ARE SERVED BY THAT BUILDING AND ARE TO e. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES 5. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION ON NAMED NOTED. Portland(503)- 7 97232 PROJECT. T(503)-467-4980 REMAIN SHALL BE RE-SERVED BY THE MAIN BUILDING. ON EACH WALL ELECTRICAL EQUIPMENT SHOWN. 7. PROVIDE ALL RECEPTACLES WITHIN 6' OF A SINK, AND WITHIN THE SAME SPACE,WITH GFCI PROTECTION. F EACH ELEVATOR SHALL HAVE AN INDEPENDENT DEDICATED TELEPHONE F. EXISTING LUMINAIRES,ASSOCIATED CONDUIT AND CONDUCTORS. MECHANICAL ELECTRICAL & 3. LIGHTING: 12. PROVIDE EACH ART ROOM WITH: 6. INSTALL ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND LINE NOT SHARED WITH OTHER ELEVATOR PHONES. ELEVATOR PHONE PLUMBING ENGINEER INSTRUCTIONS. THESE DRAWINGS ARE DIAGRAMMATIC. 8. REFER TO ARCHITECTURAL FLOOR PLANS, INTERIOR ELEVATIONS AND SHALL BE ADA COMPLIANT(PUSH BUTTON). G. ALL EXIT SIGNS. Glumac A. REFER TO LIGHTING NOTES FOR INFORMATION REGARDING GENERAL a. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR DETAIL DRAWINGS PRIOR TO ROUGH-IN FOR EXACT LOCATION OF 900 SW Fifth Ave., Suite 1600 LIGHTING INTENT AND FIXTURE SELECTION. REFER TO LIGHTING PROJECTOR 7. WHERE NOTED AS OWNER-SUPPLIED ON DRAWINGS, CONTRACTOR SHALL RECEPTACLES, FLOOR BOXES AND OUTLETS. INFORM ENGINEER OF G NO CONDUIT RUN TO EXCEED 100'WITHOUT THE INSTALLATION OFA PULL 2. WHERE REMODELING INTERFERES WITH EXISTING CIRCUITS AND Portland. OR 97204 CONTROLS BASIS OF DESIGN FOR LIGHTING CONTROL INTENT. b. ONE WALL MOUNTED RECEPTACLE FOR PROJECTOR DISPLAY RECEIVE, INSTALL,AND CONNECT EQUIPMENT PER MANUFACTURER'S CONFLICTS. BOX. EQUIPMENT WHICH IS NOT TO BE REMOVED, SUCH CIRCUITS AND T(503)-227-5280 O. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES REQUIREMENTS. PRIOR TO INSTALLATION OF OWNER-SUPPLIED EQUIPMENT SHALL BE REWORKED AND RELOCATED AS REQUIRED TO 4. FIRE ALARM: ON EACH WALL EQUIPMENT, CONTRACTOR SHALL INSPECT/TEST EQUIPMENT AND INFORM 9. COORDINATE EXACT LOCATIONS OF POWERED EQUIPMENT/DEVICES(PLAN H CONDUIT BENDS SHALL NOT EXCEED(2)90 DEGREE BENDS OR 180 DEGREES MAINTAIN SERVICE TO ITEM. REFER ALL QUESTIONABLE SITUATIONS TO FOOD SERVICE CONSULTANT PROJECT MANAGER OF ANY DEFECTS. FAILURE TO DO SO SHALL MEAN AND ELEVATION LOCATIONS)AND REQUIREMENTS WITH OWNER AND WITHOUT THE INSTALLATION OF A PULL BOX. THE ENGINEER. IF AND WHEN REWORKING CIRCUITRY, DO NOT LOCATE J- Webb Foodservice Design A. FIRE ALARM SHALL BE DESIGN-BUILD BASED ON PERFORMANCE 13. PROVIDE EACH MAKER SPACE WITH: THAT THE EQUIPMENT IS IN GOOD WORKING CONDITION. CONTRACTOR ARCHITECT PRIOR TO ROUGH-IN. EXAMPLES INCLUDE: BOXES ON WALLS, EXCEPT ONES REQUIRED TO MOUNT THE ITEM. I.E.AT 3700 SE Lafayette Ct. SPECIFICATIONS. COMPLETE FIRE ALARM PLANS, DIAGRAMS,AND SHALL BE RESPONSIBLE FOR INSTALLATION AND TESTING OF SUCH I COORDINATE REQUIREMENTS FOR ACCESS CONTROL DOORS WITH DIVISION THE COMPLETION OF THE PROJECT THERE SHALL BE NO J-BOXES WITH Portland, OR 97202 CALCULATIONS SHALL BE PROVIDED BY THE FIRE ALARM a. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR EQUIPMENT. A. TV/DISPLAY LOCATIONS 08 SPECIFICATIONS FOR DOOR HARDWARE. BLANK COVERPLATES ON WALLS OR CEILINGS, THE PROJECT SHALL T(503)-236-8566 CONTRACTOR AS PART OF A DEFERRED SUBMITTAL. PROJECTOR B. COPY MACHINE LOCATIONS APPEAR AS NEW CONSTRUCTION. ACOUSTIC & AV CONSULTANT b. EIGHT CEILING MOUNTED DUPLEX RECEPTACLES FOR DROP 8. PLANS INDICATE THE APPROXIMATE LOCATIONS(PLUS/MINUS A FEW FEET) C. KITCHEN/KITCHENETTE EQUIPMENT LOCATIONS, E.G. J PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE LOCAL, STATE,AND 5. ELECTRICAL DESIGN CORD REELS OF ITEMS SHOWN UNLESS DIMENSIONS ARE CALLED OUT. a. DISHWASHERS FEDERAL CODES, LAWS,AND REGULATIONS. 3. REMOVE ALL EXISTING BRANCH CIRCUIT CONDUCTORS AND CONDUITS The Greenbusch Group c. TWO WALL MOUNTED 6-30R RECEPTACLES FOR YET TO BE b. ICE MACHINES ASSOCIATED WITH REMOVED ELECTRICAL EQUIPMENT AND DEVICES BACK 1900 W. Nickerson St., Suite 201 A. NORMAL POWER: SPECIFIED EQUIPMENT-3D PRINTER 9. ALL NEW RACEWAYS AND CONDUCTORS SHALL BE INSTALLED c. MICROWAVES K ALL MATERIALS AND EQUIPMENT SHALL BE LISTED BY THE UNDERWRITER'S TO THE EXISTING HOMERUN FROM WHICH THEY ARE FED OR THE NEAREST Seattle,WA 98119 d. FOUR WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES CONCEALED; CUT AND PATCH EXISTING WALLS TO ACCOMODATE NEW LABORATORIES(UL). ACTIVE DEVICE THAT IS TO REMAIN. REMOVE ALL OLD TYPE WIRING IF IT IS T 206-378-0569 1, ALL EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT LOCATED IN ON EACH WALL RACEWAY INSTALLATION. ALL CONDUITS TO BE INSTALLED 90 DEGREES 10, FLOOR BOXES NOT RATED FOR 90°C. COST CONSULTANT THE PORTION OF THE BUILDING BEING RENOVATED WILL BE TO BUIDLING LINES. L ALL EXTERIOR DEVICES ARE REQUIRED TO BE PAINTABLE TO MATCH DEMOLISHED, UNLESS OTHERWISE NOTED. THIS INCLUDES 14. PROVIDE EACH CERAMICS SPACE WITH: A. FLOOR BOXES SHALL BE TYPE EFB6S BY LEGRAND UNLESS NOTED BUILDING FINISHES. COORDINATE FINISH COLORS WITH ARCHITECT PRIOR 4. IF REASONABLE, EXISTING BRANCH CIRCUIT HOMERUN CONDUITS AND Construction Focus PANELBOARDS, CONDUIT, CONDUCTORS AND DEVICES. EXISTING 10. CIRCUIT SIZES ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL USE OTHERWISE. PROVIDE (4)5-20 RECEPTACLES FOR POWER. REFER TO TO INSTALLATION. WIRES MAY REMAIN AND BE REUSED IN THE NEW CONSTRUCTION PHASE 740 Almaden St. FEEDERS SERVING DISTRIBUTION EQUIPMENT BEING DEMOLISHED a. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR CIRCUITS SIZES INDICATED IN NOTES OR RESPECTIVE SCHEDULES(PNL, T-SERIES OF DRAWINGS FOR RELATED TELECOM AND AV SCOPE OF OF WORK.THE INTENT IS TO REUSE THE MAIN INFRASTRUCTURE AND Eugene, OR 97402 WILL BE DEMO'D BACK TO THE PORTION OF THE BUILDING PROJECTOR MCC, ETC.)AND INFORMATION IN THE FEEDER AND BRANCH CIRCUIT WORK. M PROVIDE PULL STRING IN ALL CONDUITS AT TIME OF CONDUIT INSTALLATION REMOVE ALL THE BRANCH CIRCUITING THAT WILL NO LONGER BE USED. T 541-686-2031 EXISTING TO REMAIN,WHERE THE EXISTING CONDUCTORS WILL b. FOUR WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES SCHEDULES. AND AGAIN AT TIME OF CABLE INSTALLATION. REMOVE EXISTING HOMERUNS BACK TO NEAREST USABLE EXISTING BE SAFED-OFF AND THE EXISTING CONDUIT WILL BE CAPPED. ON EACH WALL B. PROVIDE INTERNAL BLANK BRACKETS FOR ALL UNUSED FLOOR BOX JUNCTION BOX iF THEY WILL NOT BE USED AT THE COMPLETION OF THE 11. BRANCH CIRCUIT WIRE SIZES COMPARTMENTS. N FOR CABLE INSTALLED IN OUTDOOR ENVIRONMENTS, OR INSTALLED BELOW PROJECT. 6 2. THE RENOVATED PORTION OF TIGARD HIGH SCHOOL WILL BE 15. PROVIDE EACH FITNESS ROOM WITH: SLAB ON GRADE, PROVIDE CABLE RATED FOR INDOOR/OUTDOOR USE. SERVED FROM(1) NEW 480V, 3PHASE, 3000A MAIN SWITCHBOARD A. WHERE BRANCH CIRCUIT WIRE SIZES ARE NOT EXPLICITLY CALLED C. COORDINATE WITH ARCHITECT TO DETERMINE COVERPLATE STYLE 5. CONTRACTOR SHALL VERIFY CIRCUITS WITH TRACING DEVICE AND LABEL LOCATED IN A NEW MAIN ELECTRICAL ROOM AND FED FROM A a. WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES OUT. BRANCH CIRCUIT WIRE SIZES FOR EACH NEW OR MODIFIED AND COLOR. 0 PROVIDE 24 STRAND OS1 SINGLEMODE FIBER OPTIC CABLING FROM MDF TO CIRCUITS AVAILABLE AT EACH J-BOX, MODIFY DRAWINGS AS REQUIRED TO J NEW PAD MOUNTED UTILITY TRANSFORMER. SPACED 20'ON CENTER THROUGHOUT THE SPACE. CIRCUIT SHALL BE BASED ON THE CIRCUIT BREAKER INDICATED ON EACH IDE ROOM,AND DEMARC ROOM. TERMINATE ON LC ADAPTER PANELS DOCUMENT ACTUAL CIRCUITING. THE ELECTRICAL PANEL SCHEDULES. PROVIDE THE FOLLOWING: D. VERIFY FINAL AND EXACT LOCATIONS WITH ARCHITECT AND OWNER. WITHIN RACK-MOUNTED FIBER DISTRIBUTION UNIT. B. EMERGENCY/STANDBY POWER: 16. PROVIDE AUTOSHOP WITH: 6. DO NOT REMOVE ANY CONDUITS SERVING EXISTING TO REMAIN ITEMS, a. 20A 1P C.B. 20.1 BRANCH CIRCUIT 11. POKE THRU DEVICES P FOR WIRELESS ACCESS POINT LOCATIONS, PROVIDE (2) CAT6A CABLES WITH ESPECIALLY TO: 1. A NEW 150KW GENERATOR WITH AN OUTDOOR ENCLOSURE AND a. ONE WALL MOUNTED RECEPTACLE FOR PROJECTOR DISPLAY b. 20A-2P C.B. 20.2 BRANCH CIRCUIT A 20' LOOP(BLUE CABLE, YELLOW JACKS, GREY FACEPLATE). LOCATIONS 12HR BELLY TANK WILL BE PROVIDED. b. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES c. 20A-3P C.B. 20.3 COPPER FEEDER A. POKE-THRU DEVICES FOR CONFERENCE AND MEETING ROOMS SHALL A. FAN POWERED BOXES AND OTHER MECHANICAL EQUIPMENT TO ON EACH WALL d. 30A-1P C.B. 30.1 BRANCH CIRCUIT BE LEGRAND TYPE 6AT FLUSH STYLE DEVICES UNLESS NOTED ARE NOT YET SHOWN ON THE FLOOR PLANS, BUT SHOULD BE ASSUMED TO REMAIN. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. A DEDICATED AUTOMATIC TRANSFER SWITCH WILL BE PROVIDED e. 30A-2P C.B. 30.2 BRANCH CIRCUIT OTHERWISE. PROVIDE(4)5-20 RECEPTACLES FOR POWER. REFER TO BE AS FOLLOWS: TO SERVE THE FOLLOWING EMERGENCY LOADS: 6. MECHANICAL/PLUMBING EQUIPMENT POWER CONNECTIONS f. 30A-3P C.B. 30.3 COPPER FEEDER T-SERIES OF DRAWINGS FOR RELATED TELECOM AND AV SCOPE OF (1)WIRELESS ACCESS POINT LOCATION PER EVERY 50 FEET OF B. PANELS, DISTRIBUTION PANELS, TRANSFORMERS, ETC., UON. WORK. CORRIDOR. a. EGRESS LIGHTING A. PROVIDE POWER TO NEW MECHANICAL AND PLUMBING EQUIPMENT/ 12. VOLTAGE DROP C. HVAC CONTROLS AND CONTROL PANELS, UNLESS THE PIECE OF HVAC 0 b. FIRE ALARM SYSTEM DEVICES. B. PROVIDE BLANK COVERS FOR ALL UNUSED POKE-THRU DEVICE (1)WIRELESS ACCESS POINT LOCATION PER CLASSROOM EQUIPMENT IS TO BE REMOVED. REFER TO MECHANICAL DRAWINGS J A. BRANCH CIRCUIT WIRE SIZES CORRESPOND TO TYPICAL SCENARIOS OPENINGS. AND SPECS. FOR SCOPE OF WORK. 3. A SECONDARY AUTOMATIC TRANSFER SWITCH WILL BE PROVIDED B. CIRCUIT AND POWER WIRING BY DIVISION 26 WHERE VOLTAGE DROP IS LESS THAN 3%FROM THE UPSTREAM (2)WIRELESS ACCESS POINT LOCATIONS PER CLASSROOM LAB TO SERVE THE FOLLOWING STANDBY LOADS: BRANCH PANEL. CONTRACTOR IS REQUIRED TO UPSIZE BRANCH C. COORDINATE WITH ARCHITECT TO DETERMINE COVERPLATE STYLE D. CONDUITS AND J-BOXES TO FIRE ALARM DEVICES ON EXISTING TO C. DISCONNECT SWITCHES ARE BY DIVSION 26 CIRCUITS AS REQUIRED TO KEEP THE VOLTAGE DROP FROM AND COLOR. REMAIN WALLS. a. MDF SERVERS EXCEEDING 3%. b. IDF RACKS D. VARIABLE FREQUENCY DRIVES (VFDS)AND STARTERS ARE BY D. VERIFY FINAL AND EXACT LOCATION WITH ARCHITECT AND OWNER. E. BRANCH CIRCUIT WORK SERVING EXISTING LIGHTING TO REMAIN. J c. MDF& IDF ROOM MECHANICAL COOLING DIVISION 23 B. VOLTAGE DROP TABLES HAVE BEEN PROVIDED ON SHEET E0.03 FOR d. SECURITY SYSTEM THE CONTRACTOR'S USE IN DETERMINING APPROPRIATE WIRE SIZES E. PROVIDE POWER TO EACH NEW TRAP PRIMER FROM THE NEAREST F. DOOR HOLDERS, ROLL-DOWN FIRE DOORS, ROLL-UP DOORS AND e. KITCHEN WALK-IN FREEZER E. MECHANICAL CONTROLS ARE BY DIVISION 23 BASED ON TOTAL HOMERUN DISTANCE BETWEEN THE FEEDING NEW RECEPTACLE CIRCUIT. THEIR ASSOCIATED POWER AND CONTROL WIRING, UON. f. KITCHEN WALK-IN COOLER BRANCH PANEL AND THE SERVED EQUIPMENT/DEVICE,AND THE g. KITCHEN HOOD EXHAUST F. EXAMPLES OF EQUIPMENT/DEVICES REQUIRING POWER ASSOCIATED ELECTRICAL LOAD. G. EXTERIOR LIGHTING AND ASSOCIATED LIGHTING CONTROL WIRING. CONNECTIONS INCLUDE: C. DISTRIBUTION C. PROVIDE J-BOX/WIREWAY SPLICES AS REQUIRE TO UPSIZE/DOWNSIZE H. CONTROL, POWER WIRING AND TELECOM WIRING ASSOCIATED WITH 1. POWER WILL TYPICALLY BE DISTRIBUTED THROUGHOUT THE 1. FAN COIL UNITS(FCU'S) -TYPICALLY 208V/1PH/15A CONNECTIONS CONDUCTORS TO ENSURE WIRE/LUG COMPATIBILITY AT BRANCH ALL ELEVATORS. BUILDING AT 480/277V FOR MECHANICAL SYSTEMS, LIGHTING, AND PANELS AND SERVED EQUIPMENT/DEVICES. OTHER LARGE EQUIPMENT,AND AT 208/120V FOR CONVENIENCE 2. WATER HEATERS- TYPICALLY 480V/3PH CONNECTIONS I. SECURITY DEVICES, EQUIPMENT, CONDUIT AND WIRING, UNLESS POWER AND OTHER SMALL MEISCELLENOUS EQUIPMENT/DEVICES. 13. ALL EXPOSED CONDUIT LOCATED WITHIN THE OPEN TO STRUCTURE OTHERWISE NOTED. 3. HEAT TRACE ENVIRONMENT SHALL BE COORDINATED WITH THE DESIGN TEAM. RUNS 2. 480V/277V AND 208/120V BRANCH PANELS SHALL BE PROVIDED IN SHOULD BE ORGANIZED AND NEATLY ROUTED THROUGHOUT THE SPACE. 7. ALL REMOVED ELECTRICAL MATERIAL, INCLUDING WIRING, RACEWAYS, ELECTRICAL ROOMS/CLOSETS LOCATED THROUGHOUT THE 7. COMMUNICATIONS ELECTRICAL SUBCONTRACTOR TO PROVIDE PROPOSED ROUTINGS FOR OUTLETS, DEVICES, AND SUPPORTS SHALL BECOME THE PROPERTY OF FACILITY. STEP-DOWN TRANSFORMERS SHALL BE PROVIDED AS DESIGN TEAM APPROVAL PRIOR TO INSTALLATION. SURFACE MOUNTED THE CONTRACTOR AND SHALL BE REMOVED FROM THE JOB SITE. REQUIRED FOR 208/120V BRANCH PANELS. A. COMMUNICATIONS BACKBONE CABLING: MC CABLE IS NOT ALLOWED ON ANY OPEN TO STRUCTURE ENVIRONMENT. CONDUIT RUNS THAT NEED TO ROUTE AROUND EXISTING BEAMS TO BE 8, CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMISSION OF BID 3. EITHER A CONTACTOR PANEL AND/OR SHUNT-TRIP CIRCUIT 1. PROVIDE 24-STRAND OS1 SINGLEMODE FIBER TO COORDINATED WITH THE DESIGN TEAM PRIOR TO INSTALL. AND FIELD VERIFY ALL EXISTING CONDITIONS AND THE EXTENT OF THE BREAKERS SHALL BE PROVIDED FOR THE KITCHEN,TO PROVIDE DEMOLITION WORK.ALL ASSOCIATED DEMOLITION COSTS SHALL BE CODE-REQUIRED AUTOMATIC SHUT OFF OF KITCHEN EQUIPMENT 8. BID-ALTERNATE - PV SYSTEM INCLUDED IN THE BID PRICE. NO EXTRA PAYMENT WILL BE ALLOWED FOR H BELOW HOODS. WORK REQUIRED BECAUSE OF DISCERNIBLE CONDITIONS,WHETHER OR A. AS A BID-ALTERNATE, PROVIDE PRICING THAT INCLUDES PROVIDING A NOT SPECIFICALLY SHOWN ON THESE DRAWINGS. D. RECEPTACLES: 230KW PV SYSTEM. I n / 'T \ DATE 1. ALL RECEPTACLES SHALL COMPLY WITH NEMA, NFPA AND UL. B. PV SYSTEM SHALL BE DESIGN-BUILD. DUPLEX AND QUADPLEX RECEPTACLES SHALL BE SINGLE PHASE, 20 AMPS, 120 VOLT, NEMA 5-20R. C. THE PV ARRAY WOULD BE LOCATED ON THE ROOF OF THE NEW NORTH WING,AND WOULD TIE INTO THE NEW MAIN SWITCHBOARD IN 2. GROUND FAULT CIRCUIT INTERRUPTER(GFCI) DUPLEX THE NEW MAIN ELECTRICAL ROOM. RECEPTACLES SHALL BE PROVIDED AT LOCATIONS WITHIN SIX FEET OF A WATER SOURCE SUCH AS A SINK. GFCI RECEPTACLES D. BID-ALTERNATE PRICING SHALL INCLUDE ANY UP-SIZING AND/OR ., SHALL NOT SERVE OTHER RECEPTACLES FROM THEIR LOAD SIDE MODIFICATIONS TO THE MAIN SWITCHBOARD (IN COMPARISON TO THE TERMINALS. BASE BID) REQUIRED TO SUPPORT THE PV SYSTEM. 3. PROVIDE CONVENIENCE RECEPTACLES THROUGHOUT COMMON E. BID-ALTERNATE PRICING SHALL INCLUDE ANY MODIFICATIONS TO THE SPACES. MAIN ELECTRICAL ROOM AS REQUIRED, IN CONSIDERATION OF PV- 410 RELATED EQUIPMENT AND ASSOCIATED SPACE REQUIREMENTS, 4. PROVIDE RECEPTACLES IN CORRIDORS FOR CLEANING MACHINES AT NO GREATER THAN 50' SPACING.THESE RECEPTACLES SHALL 9. CONSTRUCTION PHASING 01 BE ON A DEDICATED CIRCUIT SERVING ONLY CORRIDOR RECEPTACLES. A. THE PROJECT PHASING AND ITS IMPACTS TO THE CONSTRUCTION OF F- TIGARD TUALATIN SCHOOL DISTRICT THE MECHANICAL. ELECTRICAL, PLUMBING, LIGHTING AND LOW J 5. PROVIDE MDF ROOM WITH: VOLTAGE SYSTEMS SHALL BE WHOLLY OWNED BY THE CM/GC Ti GA R D H I G H (CONSTRUCTION MANAGER/GENERAL CONTRACTOR)AND THEIR SUB- a. ONE L6-30R FED FROM A STANDBY PANEL MOUNTED TO THE CONTRACTORS. TEMPORARY FIRE,WATER, SANITARY, STORM, H TOP OF EACH RACK[QTY. OF 6] POWER, LIGHTING AND CONDITIONING SHALL BE COORDINATED IN S CONJUNCTION WITH FINAL DIRECTION FROM THE OWNER, BASED ON b. FOUR NORMALLY POWERED WALL MOUNTED QUADPLEX THE OWNER'S NEEDS(SAFETY, FUNCTIONALITY, ETC) DURING THE OLD E R N I ZAT I o N RECEPTACLES ACTIVE CONSTRUCTION SCHEDULE. A SEPARATE'PHASING PLAN" SHALL BE CREATED BY THE CM/GC AND INCLUDED AS A PROJECT 6. PROVIDE EACH IDF ROOM WITH: DOCUMENT. ANY REFERENCES TO PHASING OR TEMPORARY SYSTEMS ON THESE DOCUMENTS ARE FOR REFERENCE ONLY AND /1 a. ONE L6-30R FED FROM A STANDBY PANEL MOUNTED TO THE ARE INTENDED TO AID IN GENERAL COORDINATION BETWEEN THE TOP OF EACH RACK[QTY. OF 2] DESIGN TEAM AND THE CONTRACTING TEAM. NO SUCH REFERENCES W 9000 SW DURHAM RD. TO PHASING OR TEMPORARY PROVISIONS ON THESE DOCUMENTS TIGARD, OR. 97224 b. TWO NORMALLY POWERED WALL MOUNTED QAUDPLEX THAT ARE IN CONFLICT WITH THE DETAILS OF THE "PHASING PLAN" RECEPTACLES. DOCUMENT SHALL BE USED AS LEVERAGE FOR CHANGER ORDERS Z JOB NO'. 16992.00 DURING CONSTRUCTION. ISSUE DATE: 03/28/2018 7. PROVIDE EACH OFFICE WITH: Jurisdiction Stamp Area a. ONE QUADPLEX FOR EACH COMPUTER WORK STATION H EXPIRES: 12/31/19 b. TWO DUPLEX RECEPTACLES Cr)W ��IPROFFs�F 'o N 8. PROVIDE EACH CONFERENCE ROOM WITH: 75787PE a. ONE FLOORBOX/POKE-THRU WITH A QUADPLEX RECEPTACLE 1-2 0�,OREGON MOUNTED BELOW THE CONFERENCE TABLE b. ONE DUPLEX RECEPTACLE FOR WALL MOUNTED DISPLAY FN r BL1A�o �W MONITOR c. TWO WALL MOUNTED DUPLEX RECEPTACLES ft°- BASIS OF DESIGN zz a_ 9. PROVIDE EACH CLASSROOM WITH: CO AND NOTES co o o a. TWO WALL MOUNTED DUPLEX RECEPTACLES FOR WALL 1=1-- cp MOUNTED PROJECTOR DISPLAY -- -J co b. TWO WALL MOUNTED CONVENIENCE DUPLEX RECEPTACLES CO N ON EACH WALL 22 E0 . 02 c*i c. ONE CEILING MOUNTED DUPLEX RECEPTACLE FOR PROJECTOR C� SHEET NOTES KEYED NOTES cot . / A. A SUBSTANTIAL PORTION OF THE EXISTING FACILITY IS 1 EXISTING SUB-DISTRIBUTION PANEL SDP-SDC TO TO BE DEMOLISHED. HATCHED AREAS OF THE FACILITY REMAIN, BUT DUE TO DEMOLITION AND NEW bassetii / ARE PORTIONS THAT ARE TO REMAIN. CONSTRUCTION SCOPE, THE FEEDER WILL BE architects I INTERRUPTED. MAINTAIN EXISTING UPSTREAM CONNECTION TO EXISTING MAIN SWITCHBOARD. REFER B. FOR AREAS BEING DEMOLISHED. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT, DEVICES, RACEWAY, TO SHEET E3.10 FOR MORE INFORMATION. AND OTHER COMPONENTS THAT TYPICALLY BELONGS 721 NW 9TH AveSuite 350 TO DIVISION 26, DIVISION 27, AND DIVISION 28. 2 EXISTING SUB-DISTRIBUTION PANEL SDP-SDB. PANEL TO , 97209 BE REPLACED DURING CONSTRUCTION PHASE, AND Portland, Oregon REFROM A NEW SOURCE. REMOVE PANEL AND T (206) 340 9500 F (206) 340 9519 C. WHERE DEMOLISHED POWER EQUIPMENT IS FED FROM -FED UPSTREAM SOURCES IN AREAS TO REMAIN, REMOVE EXISTING FEEDER DURING DEMOLITION PHASE. THE FEEDER IN THE DEMOLISHED AREA. SAFE-OFF CONDUCTORS AND CAP RACEWAYS AT THE PORTION OF 3 EXISTING TRANSFORMER WITH POOR PERFORMANCE CIVIL ENGINEER & LANDSCAPE THE BUILDING THAT IS TO REMAIN EXISTING. DUE TO AGE. TRANSFORMER TO BE REPLACED DURING Cardno DISCONNECT AND SAFE-OFF CONDUCTORS AT THE THE CONSTRUCTION PHASE. REMOVE DURING 6720 SW Macadam Ave Suite 200, UPSTREAM POWER SOURCE ALSO. DEMOLITION PHASE. Portland, OR 97219 T(503)-419-2500 4 EXISTING MDF ROOM TO BE RELOCATED TO NEW LOCATION. CABLING CURRENTLY TERMINATED IN THE STRUCTURAL ENGINEER MDF ROOM THAT SUPPORTS NETWORK CONNECTIVITY Catena Engineers TO AREAS EITHER OUTSIDE OF THE SCOPE OF WORK, 1500 NE Irving St., Suite 412 OR AREAS THAT NEED TO REMAIN CONNECTED DURING Portland, OR 97232 T(503)-467 DEMO AND PHASE 1 WORK, TO BE RE-ROUTED AND -4980 RE-TERMINATED WITHIN THE NEW MDF LOCATION PRIOR MECHANICAL ELECTRICAL & TO DEMO AND PHASE 1 WORK. ASSUME (12) 12-STRAND PLUMBING ENGINEER FIBER OPTIC CABLES,AND(100)CATEGORY 6 CABLES Glumac FOR BUDGETARY PURPOSES. 900 SW Fifth Ave.. Suite 1600 Portland, OR 97204 5 EXISTING DISTRIBUTION FOR WIRING TO PAGING T(503)-227-5280 SPEAKERS IS LOCATED HERE. WIRING THAT TERMINATES AT THIS LOCATION, THAT SUPPORTS FOOD SERVICE CONSULTANT PAGING SPEAKERS OUTSIDE OF THE SCOPE OF WORK Webb Foodservice Design THAT IS EXISTING TO REMAIN, TO BE RE-ROUTED, 3700 SE Lafayette Ct. , SPLICED, AS NECESSARY TO RELOCATE TO THE NEW PortlandOR 97202 (503)-236-8566 MDF LOCATION. ACOUSTIC & AV CONSULTANT The Greenbusch Group ,7 -.... 1900 W. Nickerson St., Suite 201 / ----- i Seattle,WA 98119 •--. T 206-378-0569 1 ',... --,. .7 •-•,.. --,.. COST CONSULTANT / ---„, --. : .. i 1 1 - Construction Focus 1 -... 740 Almaden St. i '.-., WEIIII_JEA " 01111111111411M:,,311111111.411M1::_111,,,-41al_ , Eugene, OR 97402 , --,, -- - •' - -- ---- 7 — -- ----, -1__.- 11--- .. T 541-686-2031 '-•-•, . . . . . . ... • 1 r--,___ j —.... .. . _ - . -...., 7/ - I Ii— — 9. // 17'-I-—1- /TY • . : - I. II t--- [ _Il Itr __L a ,_ --.„ H ,.„.„.. >:.?.." i [ I Fj '• . ii ___ __., , ,,,Ii '' ,, ' R -<„ -% / [ 11 11 11 A ./ ., .„ ..„ .,/, ,,,,,, , ,i, ( " / ,/ I' II III r / ./ JLJi - I - - -,7 .-. ----s„,. • 4/ / I . . o i ,..., / , 4= . / r . . I /A,.. / -,-/ ! II -‹ C, ., 0 / - IT ' '''' [f--EXSTING MAIN . 410011,—.. -• • -..._. , , . ,-., 1— II II ------- ' ELECTRICAL ROOM C 71 II ILI 1-11= -Tr-- f I 1 11 , . , . -,,,, .-.... _}.___ i_ . _ . L0 ____ ._ III _i _,-6--,_ _ ________ 4..=„ i.HL _ _ - , , ----dli ' -- . .:,.. . . .... lic a=. . ... . .._. ..,. , .s. . . .. ._ ,_, L hir :.:..,_.:....:.: .. .__ ... - Pril , , , . ,, _ :.: _ / , ., II r\1K1H1 1-11 1 i I II II , . .., ._ - . - . . , --- --=, . , ,.:.. .,,. „,.. _I , 1 II 0 I I__ i0 ' - — — • B) I ---,1 I- J 1 , - -____ -i ]ii . 1 D IL._ __. L il r - 1 • . • [ - - - JE ] I 1 r 7r- — IL _ . t• • . . . . - 1 I . . . 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SCHOOL .. . SQ [ , _f,.. ,-=m ,c1 4 - - 1 . - . . MODERNIZATION , . . .. ii. .,. , — , • • 1 , ,.. mg- II II , • , . ., .. . II II MIMI ..... . -...-.. . . ., 1 1 , , II II -,. II II 90TOIOGASWRDD,UORRH. 97227. p___ ___ _ ____ I Z JOB NO: 16992.00 ISSUE DATE: 03/28/2018 I ilthit, t -• Jurisdiction Stamp Area I— EXPIRES: 12/31/19 LIJ co PRof \.. .7---- 0 S4 71) ,-- ----.. ,--------. , fli) S6 GI S9 tS1061 1) S1 3) \\._.___. / \,,.. \,,. ,./ \‘... _/ \--._.---/ I— : - ...., 1-2 ,,,,OREGOIV., 6'4>c4eER -o," „,s"-• 2W 4 r BoO CY LLJ LLCL a DEMO PLAN - ELECTRICAL MAIN co •:J- ii LEVEL b ci5 MAIN FLOOR - FLOOR PLAN - POWER AND SIGNAL DEMOLITION PROJECT NORTH N TRUE J1/ co CO 50NORTH ED1 . 12) SCALE: 1/32" = 1'-0" 22 c., (NI LLL11 co 1/32" = 1'-O 5MiPie Co 0 32 -0" 64'-O'' 96'-0" 128'-0"