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Plans (17) BU P2019-00082 OFFICE COPY OREGON ACADEMY' OF GENERALCITY OF TI AIM REVIE FOR CODE COMPLIANCE L TS ARCH I T E T S Approve ] OTC: [ ] - 720 NW Davis 503.221.1/21 Permit #: 019 - D Q suite 300 �# 1.2077 D Address: k SA..r �, �C� Pfd t S7 WWwJfs dli .cat r Suite#: al p By: Date: 9 .) c IMaLE TRIANGLE POINTE 13333 SW 68TH PARKWAY, S U IT E 01 0, TIGARD, OR 97223 tv.,A., ,,cturn 0 , ii.„Ftwinlim, r.:.:0 .. „. ... SPECIAL INSPECTION REQUIRED PERMIT SET State of Oregon Structural Specialty Code ''''vtl- OF t-' 0' 04. 01 . 19 ❑ Concrete and Reinforcing Steel PROJECT DIRECTORY _ CODE SUMMARY BIDDER DESIGN NOTES "-® B• olts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame OWNER: I. PROJECT INFORMATION: OONSIILTANT: PROJECT NAME: OREGON ACADEMY OF GENERAL DENTISTRY T.I. GENERAL 0 Reinforcing Steel&Prestressing Steal Tendon* Deacon Developments LLC Armand Milazzo:Armand.Milazzo@deacon com PROJECT ADDRESS: 13333 SW 68TH PARKWAY -in 901 NE Glisan. Suite 210 1. WARRANTY ALL PARTS, LABOR. EQUIPMENT. AND MATERIAL PROVIDED UNDER THIS S• tructural Welding SUITE 010 Portland, Oregon 97232 TIGARD, OR 97223 CONTRACT OF A PERIOD OF ONE YEAR: UPON FINAL COMPLETION OF CONTRACT. \� H• igh-Strenght Bolting MAP/TAX LOT, W262787 2. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK. OBTAIN AND Telephone (503)297 8791 PAY FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. S• tructural BUILDING TYPE: TYPE II-A ❑ Masonry BUILDING OCCUPANCY: B 3. GC TO COORDINATE WITH ALL SUBS ON CODE REQUIRED ACCESS PANELS IN CEILINGS RECEIVED TENANT: AREA OF WORK AND WALLS. ALL NEW ACCESS PANELS TO HAVE DOOR FACE RECESSED FOR GYPSUM ❑ Reinforced Gypsum Concrete TENANT AREA, +I-8,202 R.S.F. BOARD INFILL WITH CONCEALED FLANGE FOR GYPSUM BOARD INSTALLATION, ❑ insufatin Concrete Fill APR Oregon Academy of General Dentistry Laura Seurynck: laura@oragd.org CONCEALED HINGES AND PUSH TO RELEASE LATCH. 9 2019 2117 NE 52th Avenue PROJECT DESCRIPTION: OREGON ACADEMY OF GENERAL DENTISTRY, A NEW lied Fire-Resistive Materials CITY OF TIGARD Portland, Oregon 97213 TENANT TO THE BUILDING, WILL BE TAKING OVER A MECHANICAL- BIDDER DESIGN E.1 Spray AppBUILDING DIVISION PORTION OF THE GARDEN LEVEL. MINOR INTERIOR El Pilings,Drilled Piers and Caissons Telephone (503)228-6266 IMPROVEMENTS ARE BEING PROPOSED: DEMOLITION, NEW 4. MECHANICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. SUBMIT PLANS AND WALLS, DOORS, CABINETRY AND LIGHTING. THE PROPOSED SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS. ❑ ,1{ir.,tr0te� „,"° ,. WORK DOES NOT CONSTITUTE A CHANGE IN USE AND/OR PLANS TO INCLUDE THERMOSTAT ZONING APPROVED BY OWNER AND ARCHITECT ..,0!0,- ••;',,•,,"''"1Y ra � • � S�IeI GFSWin��FMCi�'JatiO�h and Filling OCCUPANCY OF THE EXISTING BUILDING PER BUILDING PRIOR TO CONSTRUCTION. \ • •• "° "" ° r a*:. ARCHITECT: " CODE DEFINITIONS. 5. PREPARE A WRITTEN SCOPE OF HVAC WORK 1MTH BID. THIS IS TO INCLUDE NEW 0 ;;mAke-Qcar+trni f0ms LRS Architects, Inc. Darcie McConnaha: dmcconnaha@Irsarchitects.com EQUIPMENT, NUMBER OF ZONES. DESCRIPTION AND QUANTITY OF CONTROLS AND �� < 720 NW Davis, Suite 300 Kimberly Conway. kconway@Irsarchitects cam THERMOSTATS. ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED PRIOR TO ❑ `"inret es t e • ' II. JURISDICTIONAL CODES: ACCEPTANCE OF BID. """" Portland, Oregon 97209 2012 INTERNATIONAL BUILDING CODE(IBC) `-- : ' 6. PROVIDE CERTIFICATION THAT AIR QUALITY REQUIREMENTS OF CURRENT CODES WILL Telephone(503)221-1121 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) z � ' 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) BE MET FOR EACH OCCUPANCY USE WITHIN THE TENANT IMPROVEMENT AREA. ;%.. 2014 OREGON FIRE CODE 7. VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED EQUIPMENT TO BE RE-USED ` ' E CITY. 0� TIGARD STRUCTURAL: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE EE OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE REPAIRED OR REPLACED. �` :. : gi.. 'approved by (Q SC) PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/CLARIFICATIONS IN BID. Planning WDY, Inc Scott Walker Scott@wdyi.com 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) a. BALANCE HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION TOUR • Date: 201714 OREGON ELECTRICAL SPECIALTY CODE (OESC) EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. �f,/ 6443 SW Beaverton Hillsdale Hwy#210 OREGON PLUMBING SPECIALTY CODE (OPSC) m. Irlitia is. , 9. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. .} • Portland, Oregon 97221 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) b 2017 ANSI A117.1 ALL DUCTWORK BEHIND GRILLS SHALL BE A UNIFORM DARK COLOR. 3333 EN • • Telephone(503)203-8111 10. AT COMPLETION, PREPARE AND SUBMIT AN AIR BALANCING REPORT TO THE OWNER. J 11. PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE THREE CALENDAR Ila.ADA ACCESSIBILITY UPGRADES: DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. PROVIDE 100% OPERABLE DOOR SYSTEMS: BUILDING HAS BEEN UPGRADED ACCORDING TO THE ACCESSIBILITY UPGRADES LIST FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE >„..,.x -- 2. AS OUTLINED IN OSSC 3411. ' Interior Tech Chris Leonetti: chris.leonetti@interior-tech.com '' 14164 Fir Street ELECTRICAL-BIDDER DESIGN • .... Oregon City, Oregon 97045 N. EMERGENCY SYSTEM STANDARDS: 12. ELECTRICAL SYSTEM AND REQUIREMENTS ARE BIDDER DESIGN. LIGHTING AND - ,, Telephone(503)427-1047 IF BUILDING IS FULLY SPRINKLERED (NFPA 13). MAKE CODE MINIMUM CORRECTIONS ELECTRICAL INFORMATION ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS AS REQUIRED PER NEW PLAN. INTENDED TO SHOW FIXTURE TYPES AND DESIGN INTENT. PROJECT NUMBER 219054 4. 13. SUBMIT ELECTRICAL DESIGN TO ARCHITECT FOR COORDINATION. ELECTRICAL PLANS IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE TIED TO THE BUILDING TO INCLUDE LOCATIONS FOR ALL LIGHTING, EMERGENCY LIGHTING, AND FIRE-LIFE ` GENERAL CONTRACTOR: SAFETY FIXTURES. SUBMITTAL TO INCLUDE PROJECT CUTSHEETS AND PHOTOMETRIC >.: :. . ALARM SYSTEM. , , ' To Be Selected 5 IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM: PROVIDE CODE CALCULATIONS. ELECTRICAL DESIGN MUST BE APPROVED BY OWNER AND ARCHITECT OREGON PRIOR TO CONSTRUCTION. q MINIMUM CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT EXIST, DO NOT ADD 14. COMPLY WITH ALL JURISDICTIONAL ENERGY CODES AND PROVIDE ENERGY ✓- ACADEMY OF ONE PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN ALL PUBLIC AND CALCULATIONS IF REQUIRED. awassor- TENANT SPACES. MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 FOOTCANDLE AT 16. IF AN OVERRIDE SYSTEM EXISTS,REQUIREMENT FOR MECHANICAL SYSTEMS. ;<� DRAWING INDEX 15. COORDINATE ELECTRICAL GENERAL FLOOR LEVEL ALONG THE ENTIRE LENGTH OF THE PATH. CONNECT TO BUILDINGPROVIDE EACH TENANT SPACE WITH AN OVERRIDE ARCHITECTURAL 6. ELECTRICAL SYSTEM. SWITCH FOR FULL-SERVICE BUILDINGS. N T 1 7. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO BUILDING POWER 17. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND DENTISTRY . A001 COVER SHEET SUPPLY WITH BATTERY BACK-UP FOR MIN 1-1/2 HOUR DURATION. EVERY 100'IN IS INTENDED TO ONLY SHOW SWITCH LOCATIONS. REQUIREMENTS FOR DUAL VICINITY �/� /� CORRIDORS, AND IN SPACES WHERE 2 MORE ARE REQUIRED PER SECTION 1011. SEE SWITCHING, AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE 1. MAP A002 CODE ANALYSIS ELECTRICAL DRAWINGS. (WI POCHE INDICATING"EXIT"TEXT SIDE OF SIGN.)SIGNS REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE BIDDER DESIGN 13333 SW 68th Parkway SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL HUNG. CONTRACTOR. PROVIDE A MINIMUM OF ONE SWITCH PER ROOM, UNLESS OTHERWISE SCALE: NOT TO SCALE A100 STANDARD MOUNTING HEIGHTS PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED. INDICATED. Suite 010 A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE &DETAILS SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR THAT PROJECT OCCURS.AND 18. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE Tigard, Oregon 97233 PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER WITH RATING OF NOT ALL EXISTING LIGHT SWITCHES WITH NEW OCCUPANCY SENSOR SWITCHES. g g A0201 DEMOLITION PLAN 8. LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION THEREOF. 19. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANY PORTION OF THE BUILDING NECESSARY TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN TRIANGLE POINTE A201 FLOOR PLAN SHALL NOT EXCEED 75 FEET. PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH OCCUPANT LOAD OF FIFTY OR MORE. 20. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS ' ` 'r POWER DRIVEN SHOT-IN- A202 FFE& POWER PLAN CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS �. WHERE MISSING, ALL REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM i ,,,�k 'k . ANCHORS USED FOR AD401 REFLECTED CEILING DEMOLITION PLAN LIGHTING WHERE THE EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR ;; "' SEISMIC APPLICATION LECATION AND/OR RECHARGED,AS NECESSARY, JUST PRIOR TO SUBSTANTIAL COMPLETION. ' A401 REFLECTED CEILING PLAN MORE AS REQUIRED BY CODE. INSTALL REQUIRED EMERGENCY SYSTEMS IN I I I �y_, CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK �, �, - �'�` A ! 4 SHALL REQUIRE SPECIAL ON FIRE SPRINKLER &ALARM SYSTEMS. ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL j ` REFER raSHEET cx FOR I � �- ` INSPECTION A701 DOOR SCHEDULE &TYPES CODE o °; ERGL°9HTE�L,� • 1 +: 21. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE -` \`-- ;' \� OR,INTERP 1Q 01 A801 INTERIOR FINISH PLAN & LEGEND BUILDING ALARM SYSTEM AS REQUIRED BY CURRENT JURISDICTION CODES AND { �, /` v ,\ ( 1 REQUIREMENTS. PROVIDE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. 4. - �� . `^ �` � �� `�� 1� I 1 A870 INTERIOR ELEVATIONS _ - ) -_ QC/ SUBMITTAL REQUIREMENTS COORDINATE REQUIREMENTS WITH BUILDING OWNER. ALARM LOCATIONS INDICATED • �. _ ��a ° J ON PLANS ARE ONLY FOR REFERENCE. \ A \ ---'..-7A-\--\\u , 1°6t `� \ 'e :S ••`'i v}'"` A981 INTERIOR DETAILS / ? \. - -.. 1 SUBMIT SUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. 22. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE. , ,--'_ 1 .. a A982 INTERIOR DETAILS ARCHITECT'S DECISION IS FINAL WHETHER OR NOT A PROPOSED PRODUCT IS 23. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT, AND ! k ` 1 Y •• a . k ACCEPTABLE FOR SUBSTITUTION. REPAIR OR REPLACE AS NECESSARY. m°'. i' �_�t�-• � A983 MOVEABLE PARTITION DETAILS \�, 1 2. SUBMIT COLOR DRAW-DOWNS OF PAINTS TO ARCHITECT AND OWNER FOR APPROVAL 24. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET - `� ti • PRIOR TO APPLICATION. PROJECT REQUIREMENTS. N �� ,.' .,� , , 1 STRUCTURAL �,� � �� . m, 3. APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS 25. KNOWN EXISTING ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON ) .. �q i f • k �,'' 1 51.0 STRUCTURAL NOTES CONTRACT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. THE DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED O 1 ` 'x aeb 4D4 \ r=�' ..,,, '/:�� \16:5:+4r-:--._ , .ase"-4D4"'' 4. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE BY CONTRACTOR. r' "7„--;--r , , 1 ,e ___• SHEET TITLE: S2.0 PARTIAL PLAN 'ENVIRONMENTALLY SAFE", LOW ODOR,AND NONFLAMMABLE. USE OF ANY 26. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ` 1 ''.‹,-,-"\. �✓�1^\ �'''. "1 ,\, i '•` DCS�TLiwG BUILIARC I PRODUCT NOT COMPLYING WITH THIS CRITERIA MUST BE APPROVED BY THE ONLY. CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. S ,....4....,_ 23,$TJh UI "u Cover Sheet 53.0 DETAILS N '� ' . r . BUILDING OWNER AND/OR ARCHITECT. 27. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING . 5. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING CONDITION. \ UNDER SEPARATE PERMIT THROUGHOUT STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK. 28. CLEAN NEW, EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN sT� `' , .4-.v.„ ® `�, '� ', THOROUGHLY CLEAN PREMISES UPON COMPLETION OF WORK, INCLUDING WASHING AREAS AFFECTED BY WORK OF THIS PROJECT. AT COMPLETION OF JOB. RELAMP AND y ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING OF WINDOWS, SO THAT BUILDING IS READY FOR OCCUPANCY BY TENANT. INCLUDE REPLACE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING Aly. n3 r ?-" t r 3 _, CLEANING OF ADJACENT AREAS WITHIN AND AROUND THE BUILDING THAT ARE NOT ORDER. MECHANICAL SYSTEMS 1� PART OF TENANT IMPROVEMENTS, BUT WERE AFFECTED BY TENANT IMPROVEMENT 29. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERY AND/OR - • - .Q3e t PLUMBING SYSTEMS CONSTRUCTION OPERATIONS. REPAIR 1 REFINISH ANY DAMAGE TO EXISTING FINISH BALLAST IF NOT IN GOOD WORKING CONDITION. .' '. SURFACES. 30. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM \ aN SPRINKLER SYSTEMS 6. PROVIDE PRODUCT INFORMATION AND/OR SAMPLES OF ALL PRODUCTS AND PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO �. " FIRE ALARMS MATERIALS USED IN PROJECT FOR ARCHITECT AND OWNER APPROVAL PRIOR TO INSTALLATION. . INSTALLATION 31. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WRING, EQUIPMENT,AND PHONE ~ J DRAWN WY: KAL a 7. CASEWORK SHOULD ADHERE TO NORTH AMERICAN ARCHITECTURAL WOODWORK AND DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND [TATE ISSUE[ GENERAL NOTES STANDARDS 3.1 2017"CUSTOM"GRADE UNO. CABLING TO REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY 8, INTERIOR WALLS TO BE LEVEL 4 SMOOTH FINISH IN ALL AREAS, UNO. CURRENT CODE. N d 9. FLOORING DIRECTION AND SEAMING LOCATIONS ARE TO BE APPROVED BY THE PERMIT SET 04.01.2019 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT o OTHERWISE STATED IN THE DRAWINGS ARCHITECT. SPRINKLER- BIDDER DESIGN T. SITE PLAN 0CD2 . ALL WORK SHALL CONFORM TO THE CODES REFERENCED IN THE PROJECT 10. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY, 0 SUMMARY AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING UNLESS OTHERWISE INDICATED. PROVIDE COLORS APPROVED BY OWNER AND 32. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES, INCLUDING THOSE IN L. AUTHORITIES. ARCHITECT. PITS, SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL SCALE: NOT TO SCALE 3. THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY. SEE 11. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE STATION. WATER FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED) ALL OTHER SHEET PLANS FOR CONTRACT DOCUMENT INFORMATION. THE SMOOTH UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. IN SHALL BE SUPERVISED, AS WELL AS OTHER FEATURES DEEMED NECESSARY BY p PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT AREA WHERE FLOOR IS TO BE LEFT EXPOSED, FLOOR TO BE MADE SUITABLE FOR CURRENT NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. ADDITIONAL ITS REQUIRED IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. SPECIFIED FINISH LEVEL. 33. PREPARE SPRINKLER SYSTEM SHOP DRAW NGS FOR COORDINATION WITH Fire Sprinkler ARCHITECTS DRAWINGS BY ARCHITECT. A001 4. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW AND IN 34. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, STROBES, SMOKE Fire Alarm SHEET: a - CONTRACT UNLESS NOTED OTHERWSE DETECTION AND SPRINKLERS(IF REQ'D)TO ARCHITECT FOR REVIEW. Mechanical • Plumbing LRS Architects,Inc.©2019 Electrical F �� s Truss Engineering Shop Drawings Other TWO EXITS REQUIRED PER TABLE 1015 1 CODE SUMMARY LTS ALLOWED DISTANCE 142'-7'(DIAGONAL DISTANCE)/3=47'-6" MIN (SEE EGRESS PLAN BELOW) ACTUAL DISTANCE =51'-10" ii _ REQUIRED EXITS PER SECTION 1015(OCCUPANT LOAD PER SECTION 1004) ARCHITECTS OCCUPANCY SPRINKLERED OCCUPANT LOAD REQUIRED PROPOSED 720 NWDavis .,1,II \ GARDEN LEVELSUite 303 53221 77 D 4 . B • B' Y 228 2 3P QR WWW.I - \ MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 \ OCCUPANCY .i4111 1 OCCUPANCY SPRINKLERED REQUIRED PROPOSED .�'},. ��i .i - 1 . GARDEN LEVEL oge ill1 B Y 7 107r-4" .4*.i. 40 imli •4 0 \ N Vii.41,144# EXITACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER TABLE 1D16.2 OP,41k),(7)1 001 a/ OCCUPANCY SPRINKLERED REQUIRED PROPOSED is C.SIMI'ir-FV)��1� ��I / r - �-„A2! !: v - • GARDEN LEVEL B Y 300' MAX 68'-2° P.�_,�;, IA / Af4 i e •- 44$ ,.� i. `� ?-ti F 0 COMMON PATH TRAVEL DISTANCE BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 ‘ . -' ' '- , p It�' }•„ 4/'" t',;•.. �Je .3' T1 . R4 OCCUPANCY SPRINKLERED REQUIRED PROPOSED ' �' / 414, • ,, 1e;oi#41/r/, l� �6 GARDEN LEVEL /' /` � �♦ B Y 100' MAX 43'-8" oe 7. "PER SECTION 304 EDUCATIONAL OCCUPANCIES FOR STUDENTS ABOVE THE 12TH GRADE ,� �4, ,/ lii44,-,--,--„,,,.., « ry/. '.f: , ,,,,,,. ti-,.:.", 4044 OQ�VSLTANT: .,, /, "*"p lid. •,4 .10ile B !� , io , OCCUPANCY • ,or,4fre,A,, ,, !. ..7./dePAI 4..,4,, .00v ..„AfAzeil /', /- / �''+ /// `14:6,..,. 11440,'/%#'" dir / dr 40070,,,, It" / dor f 4, TWO EXITS REQUIRED PER TABLE 1015.1 . I►.. I ALLOWED DISTANCE: 86'-9"(DIAGONAL DISTANCE)/3=281-6" MIN. 4 ; ,, . `. PLUMBING FIXTURE COUNT REQUIREMENTS ACTUAL DISTANCE =63'-9" S,g,, ♦*+•* ti 440 ,' re, • (PER TABLE 2902.1) 14\ 4`� �'4),„„ ,. A./ I' '� '�: WATER CLOSETS LAVATORIES ` 9� r tr o DRINKING LEVEL OCCUPANCY FIXTURES MALE FEMALE MALE FEMALE �'��yC '9ipy�►ip�� ! // dip "4# A '�� ' ° FOUNTAINS J 0k/19 tea . REQ 4 4 3 3 � ...44, �# GROUND B 1 .4 *** r I / PROVIDED 5 4 2 2 41.4 �� !. : / (2) UNISEX RESTROOMS ENSUITE .04V1oill rig. I,. �i a i� 1 A• 4� (76) - 11f ' V Age f,l111;11.'11:74'l � r it. ` . L.I �_ - LEGEND (SEE EGRESS PLAN) f ` AREA OF WORK _— — = 44"MIN. EXIT EGRESS PATH dl 1 _, OCCUPANCY GROUP B B X ROOM OCCUPANT LOAD PER SECTION 1004 PROJECT NUMBER 219054 OCCUPANCY (XX) ACCUMULATIVE OCCUPANT LOAD OREGON j, 0 eir EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW - WHERE OCCURS AT ALL EXITS, EVERY 100'IN A CADEMY OF CORRIDORS, AND IN SPACES WHERE 2 MODES OF �' EGRESS ARE REQUIRED PER SECTION 1011. (REFER GENERAL TO ELECTRICAL DRAWINGS FOR MORE --j2i' _ INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE DENTISTRY T.I. ( OF SIGN. SIGNS SHOWN IN CORRIDORS ARE CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL ■ - HUNG. 13333 SW 68th Parkway E REQUIRED EXIT Suite 010 I — ® — -I ® 0 e U J 00 Tigard, Oregon 97233 i\r..\) SAO i I ll N 1. GARDEN LEVEL SUITE LOCATION AND EGRESS PLAN (T.) SCALE NOT TO SCALE SHEET TITLE: Code Analysis 3 0 0 ¢ U a 5 DRAWN.BY: KAL DATE ISSUED: E 0 U 0 PERMIT SET 04.01.2019 0 0 a 0 7, 6 s a 4 2 ri 0_ a -E SHEET: A 002 eL LRS Architects,Inc.0 2019 v 3 ro c I 1 if A wit ARCHITECTS 720 NW Davis =221.1121 Ti Suite aoo 50322t2077 D Portland OR 97200 WWuV.Irsanl httectscorrt ke4D 414%;.4 Mali C.sun' t .�� f e F CONSULTANT: • PROJECT NUMBER 219054 TOWEL DISPENSER AND OREGON EXIT SIGN ---''t I WASTE RECEPTACLE HAND DRYER ACADEMY OF I COAT&UTILITY q HOOK SOAP 39"-41" GRAB BAR, 18" MIN TYPICAL DOOR DISPENSER s� GENERAL OPENING —,� TO RAISED , 36"MAX GRAB BAR,42"MIN DENTISTRY El.12 CHARACTERS 01 " MAX "MIN c ��4 � ACCESSORY ZONE Ac I 1. �� CIE „,.„ 13333 SW 68th Parkway oo T�� `w � Suite 010 f:t it no I/ Mm CARD • o Lo o 0 Zo , o Tigard, Oregon 97233 READER 't 12 -a- 1- � o � p Mi A W _ CO C) v AI ��..�iU �w a,`� 42' MAX _ �� h n a c • Q z wi'�” - z TYPICAL AT DOOR TOILET ROOM MOUNTINGS TOILET-SURFACE MOUNT MP �. N ��!�e��fj�� g �� ACCESSORY ZONE(SECTION 604.7) _ y� SIV�11�►�� VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL L• J I N. N. 114' 11 110"MAX MIN. WALL MOUNTED FIRE �}' EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN EMERGENCY POWER 2'-6" ELEVATOR TO COMPLY WITH — MOUNTED PHONE EXTINGUISHER L. Fig. 308.2.1 Fig. 308.3.1 CALL BUTTON RECESSED FIRE OFF PUSH BUTTON AHJ.AND ADA MANUAL PULL GRAB BAR, 18" MIN EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 39"-41" ,� STATION PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACHELECTRICAL OUTLET �w0., TACTILE 36"MAX GRAB BAR,42 MIN INTERCOM SIGNAGE ,' ® vw O' ELECTRICAL OUTLET TELEPHONE STATION v .�' y� 11_1 =�� y BASE OF ,24 MIN,, s i AT CASEWORK OUTLET AND c� CHARACTER � * - 3� �'' , - — /�� ,• 4"MAX / SWITCHES _ ACCESSORY ZONE X ".."F�_ _ y j Cj Z c3J —� y yEl �c� il G X ¢ - ¢ — —mak cj H 05 o U Z i ¢ tai - ¢ - ZQ �Il► : �1 �IW m h=i-�, 7 c w _ N o o o Lu > Lu > - 0 _ a o a u, - d �/ I�j�,��1,! d `►i1��i�,.`��l co o 2 N v, - ¢ w w O ao co w w = o V ��I��►��/ I / r� m > LL v a a N v /V-- V �1►� z _/ .Ii , O M p Zz r ¢ z �,, z w O 0 0 m a SHEET TITLE: IL 20"MAX >20"-25" f - M F- co — 0 _ o v o a 0_ o 0 Co �( 2.i 0H Ik Standard Fig. 308.2.2 co —A \ .. 1. r , �— , G r. w L ,. r 1^ �' Mounting 42"MAX Heights OBSTRUCTED HIGH FORWARD REACH ;, s� s� „ `V TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS 5 0 s� 10" MAX > 10"-24" _i ACCESSORY ZONE(SECTION 604.7) NO OTHER FIXTURES 12" MIN -- 32"CLEAR AT w �, Y ALLOWED IN THIS ARE,, o N. 2 c______— ' 24"MIN ACCESSIBLE 0 LIMITS OF PROTRUDING OBJECTS 3-4 ,� ¢ x ,.� x / 3 1/2' MAX 12"MAX 36 GRAB BAR w c, 2 Q k 2 * EXCEPTIONS: FOR PARALLEL — REFLECTIVE SHELF AND18S- -� yc �'� a, OA 2. DOOR CLOSERS AND DOOR STOPS —'rte APPROACH SURFACE POLE \ GRAB BARAL 12"MIN �c m f /17"TO 25" ' 1. HANDRAILS MAY PROTRUDE 41/2 MAX, —� s�`d- 15"MIN FOR 5"MAX ,. I w `moo' "'� FORWARD FOR FORWARD �� 42"GRAB BAR Z v, LAVATORY&LAV -' - z I 1 yK v�— i^ • SHALL BE PERMITTED TO BE 78"MIN -4 m_ z ,/ M v _ w 8"MIN v D DRAWN�1(' KDC APPROACH APPROACH � —� 7 M ABOVE FLOOR b �, `° �, URINAL IN COUNTER \ o M Fig. 308.3.2 o -�� , 00 `� 0 r. - - Z > A c n t- �� y co r�' _ �' SCREEN r ¢ INSULATE EXPOSED - Al* 0 IMTE JE[k SPOUT OUTLET w ¢ I- C OBSTRUCTED HIGH SIDE REACH ICC/ANSI A117.1-2009 SECTION 308 REACH 0 LAV > _ ;��///;j a p a O �) RIM�Iw HOT WATER ? O e RANGES(ALL DIMENSIONS ARE NOT TO SCALE z 8' MIN c� <n 2 w M .. a,O 1 ji�oa'i I 17 p �� < SUPPLY AND �r z „ , ¢ Ct _ > M I� ZO - I- 0 �, PERMIT SET 04.01.2019 o ~ m O _ "' `'' m /f; "' 18"VERTICAL / DRAIN 0 A<0.4 M z w M tw .� GRAB BAR URINAL PIPES TYP \A*--- N Q 0 N 6" M • 11"MIN oo SIDE APPROACH `n 16-18"� 42"GRAB BAR 6"MAX s_jti 6 11" IN m M el 9 DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 603.3) SHELVES(SECTION 603.4) WATER CLOSET(SECTION 604) FLUSH CONTROLS ON WATER CLOSET-PLAN URINALS(SECTION 605) LAVATORY AND SINKS(SECTION 606) OPEN SIDE OF WATER CLOSET (SECTION 604) E 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A 117.1-2009) 0 g u. SCALE: NOT TO SCALEA100 Ti SHEET: E n LRS Architects,Inc.0 2019 cov >.• - 1 O u Y SUSPENDED CEILING PRESCRIPTIVE PROVISIONS FOR SEISMIC DESIGN CATEGORIES D, E & F Documentation is based on NWCB Technical Document 401. In all buildings,other than structures classified as Spreader Bars Mechanical Services essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are See Detail 4/A101 I )4 I deemed to comply with the current building code interpretation. • Terminals or services weighing less than 20 lbs shall be positively attached to the ceiling suspension main I • Terminal ends of main runners and cross members shall be tied together or have some other approved means 1 to prevent their spreading. Stabilizer bars, cross tees or other means to prevent spreading shall occur within 8" runners or to cross runners that have the same carrying capacity as the main runners. This document provides the IBC-2012 referenced standards for the installation of suspension systems for acoustical lay- • Terminals or services weighing 20 lbs but not more than 56 lbs shall have, in addition to requirement above,two in ceilings. Incorporation of this document willprovide a more uniform standard for installation and inspection. This of each wall. connectingceiling systemg , ► F H I T E T g P P 12-gage wires them to the hangers or the structure above. document is designed to accomplish the intent of the International Building Code(IBC)with regard to the requirements • Spreader bars are not required at perimeters where runners are attached directly to closure angles. • Terminals or services weighing more than 56 lbs shall be supported directly from the structure above by for seismic design categories D, E & F for suspended ceilings and related items. Unless supported byengineering, the Sp a der bars are not required if a 90° intersecting cross or main is within 8"of the perimeter wall. Where substantiatingdocumentation has beenprovided to the localjurisdiction, perimeter clips maybe used approved hangers. 720 NW [lral/is 't.fiii2T suspension system shall be installed per these requirements and those of the referenced documents. Manufacturer's p recommendations should be followed where applicable, to satisfy the requirements for spreader bars. r, j D Sprinklers General R commendations Hanger(Suspension)Wires ^c VERTICAL STRUT. SEE Portland OR 97200 WWW.I+ 4{ .Dorn • See Detail 5I A101 • For ceilings without rigid bracing, sprinkler head penetrations shall have a 2"oversized ring, sleeve or adapter References sources per hierarchy: 2012 International Building Code(IBC),American Society of Civil EngineersTABLE 1. (ASCE 7-10 , American Societyof TestingMaterials(ASTM C 635,ASTM C 636,ASTM E 580/E 580M and through the ceiling tile to allow free movement of at least 1" in all horizontal directions. Flexible head design ) ), • Hanger and perimeter wires must be plumb within 1 in 6 unless counter sloping wires are provided. that can accommodate 1"free movement shall be permitted as an alternate. Ceilings and Interior Systems Construction Association (CISCA). (Detail 5/A101) • Partitions that are tied to the ceiling and all partitions greater than 6 ft in height shall be laterally braced to the • Hanger wired shall be 12-gage and spaced 4 ft on center or 10-gage spaced 5 ft on center. structure. Bracing shall be independent of the ceiling splay bracing system. • Any connection device at the supporting construction shall be capable of carrying not less than 100 lbs. Glossary for this Documents (regional terminology may vary) • For further information on bracing of non-load bearing partitions refer to NWCB Technical Document#200-501. Powder Actuated Fasteners(PAFs)are an approved method of attachement for hanger wires. ,I • All main beams ar to be Heavy Duty(HD). • Terminal ends of each main beam and cross tee must be supported within 8"of each wall with a perimeter wire CROSS TEES � ,,! li$ . • Ceilings less than or equal to 144 sq ft and surrounded by walls connected to the structure above are exempt (see Details 2, 3, 4 and 5/A101). The cross member that interlock with the main beams, also known as cross runners or cross T-bars. lePPI from the seismic design requirements. • Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall DIFFUSER C. • These recommendations are intended for suspended ceilings and related components in areas that require be used where obstructions preclude direct suspension. Trapeze suspensions shall be sized to resist the dead A circular or rectangular metal grill used for the passage of air from a ducted system. 45° 0- WCHM CI resistance to the effects of earthquake motions. load and lateral forces appropriate for the seismic category. ESSENTIAL SERVICE BUILDINGS LESS 45° OR g • All wire ties to be three tight turns around itself within 3". 12-gage Hanger wire spaced 4 ft on center. Any building designed to be used by public agencies as a fire station, police station, emergency operations \� LESS ditetra (See Detail 1/A101). Electrical Fixtures center, State Patrol office, sheriffs office,or emergency communication dispatch center. �, f .+ .i€.:: • Changes in ceiling planes will require positive bracing. See Detail 8/A101 GRID '� V' 4 - ,/ 4 12 GAGE SPLAYED i Lateral Force Bracing The main beams and cross tees of the suspension system. I � ( ) Light fixtures weighing less than 10 lbs shall have one 12-gage hanger wire connected from the fixture to the �I BRACE WIRES See Detail 1/A101 structure above. This wire may be slack. HANGER WIRE `` �I ()F • Ceilings constructed of screw-or-nail-attached 10 or 12-gage soft annealed wire used as primary support for the grid system. Also called suspension wires. ( - g gypsum board on one level that are surrounded by and • Light fixtures weighing more than 10 lbs and less than 56 lbs shall have two 12-gage wires attached at ih ,/ LATERAL FORCE BRACING 104 ___, I' connected to walls or soffits that are laterally braced to the structure above are exempt from seismic opposing corners of the light fixture to the structure above. These wires may be slack. 45' •- W I OR design requirements. • Light fixtures weighing more than 56 lbs shall be supported directly from the structure above by approved The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral S #� BLESS • Ceiling areas of 1000 sq ft or less shall be exempt from lateral force bracing requirements. hangers. force bracing consists of vertical struts and splay wires. �// • Lateral force bracingis the use of vertical (compression • Pendant mounted fixtures shall be directlysupported from the structure above usinga 9-gage wire or an MAIN BEAM �`• �' struts posts)and splay wires. ppThe primary suspension member supported by hanger wires, also known as the main runner, carrying tee, (See Detail 1/A101). approved alternate support without using the ceiling suspensions system for direct support. carryingmains. I runner or SULTANT: • Lateral Force Bracing shall be 12 ft on center(maximum)and begin no farther than 6 ft from walls. • Tandem fixtures may utilize common wires. , • Seismic splay wires are to be(4) 12-gage wires attached to the main beam. Wires are arrayed 90°from MOLDING/CLOSURE ANGLE 3' MAX. TYP. each other and at an angle not exceeding 45°from the plane of the ceiling. Seismic Separation Joints A light gauge metal angle or channel fastened to teh perimeter wall or partition to support the perimeter ends • Seismic splay wires shall be attached to the grid and to the structure in such a manner that they can See Detail 9/A101 of an acoustical ceiling grid. c-1,..------ / PERIMETER CLIPS supporta design load of not less than 200 lbs or the actual design load,with a safety factor of 2, • For ceilingareas exceeding 2,500 s ft, a seismic separation joint or full height wall partition that breaks the '- g q P 1 g p Proprietary angle bracket attached directly to the wall molding/closure angle which allows 314 movement in whichever is greater(Detail 78/A101). ceilingshall beprovided unless analyses areperformed of the ceilings bracingsystem,closure angles and • Power Actuated Fasteners PAF's ,when used for seismic application aspart of the prescriptivepath in Y g Y g the event of seismic activity and interlocks properly with ends of grid system. ti ( ) Pp P p penetrations to provide sufficient clearance. PERIMETER WIRES Sq '9/ Seismic Design Categories D, E &F,shall have an ICC-ES approval for seismic applications and shall • The layout and location of the seismic separation joint shall beper the designer of record and noted on theOS brequire"speical inspection"irrespective of the type of occupancy category the structure is in. PAF Y p gHanger wires placed within 8"of the surrounding walls. G� �Fq p Y 9 rY plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed PLENUM anchors for kicker wires(splayed wires installed for purposes other than seismic restraint)are exempt from in this document or a proprietary joint. The amount of free movement(gap design)shall be a minimum of 3/4". The space above a suspended ceiling. NOTES: this requirement. = In lieu of seismic separation joints,the ceiling may be divided into areas less than 2500 sq ft by the use or SLACK WIRE -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • Splay wires are to be within 2"of the connection of the vertical strut to the suspended ceiling. soffits as follows: partitions shall extend a minimum 6"above the level of the plane of the grid and shall be A 12-gage wire that is not tight or taut. -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING • Rigid bracing may be used in lieu of splay wires. independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane SPREADER or SPACER BAR REQUIREMENTS. • Ceilings with plenums less than 12"to structure are not required to have lateral force bracing. of the grid and shall be independently supported and laterally braced to the structure above. A bar with notches to prevent the suspension system from separating,also called a stabilizer bar. • Vertical struts must be positively attached to the suspension systems and the structure above. (See Detail 9BIA101). SPLAY WIRES 1. LATERAL FORCE BRACING • The vertical strut may be EMT conduit, metal studs or a proprietary compression post, see Table 1 below: Wires installed at an angle rather than perpendicular to the grid. TABLE 1:Maximum Recommended Lengths for Vertical Struts Wall Moldings g p p VERTICAL STRUTS SCALE: NOT TO SCALE See Details 4/A101 and 2/A101 (or alternate proprietary option-3/A101) EMT Conduit Metal Studs The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression 1/2" EMT conduit up to 5'-10" Single 1 5/8"metal stud(20-gage) up to 12'-0" • Wall moldings(perimeted closure angles)are required to have a horizontal flange 2"wide. One end of the posts,seismic pods, seismic struts. Common materials are electrical conduit(EMT), metal studs or 3/4" EMT conduit up to 7'-8" Back-to-back 1 5/8"metal stud(20-gage) up to 15'-0" ceiling grid shall be attached to the wall molding,the other end shall have a 3/4"clearance from the wall and proprietary products. 1" EMT conduit up to 9'-9" Single 2 1/2"metal stud(20-gage) up to 13'-6" free to slide. Back-to-back 2 1/2"metal stud(25-gage) up to 15'-0" • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used 12'-0"OC EA WAY MAX to satisfy the requirements for the 2"closure angle. / SEPARATE SUPPORT PIPES, • The grid shall be attached at two adjacent walls(pop rivets or approved method). Soffits extending to a point at 6'-0" MAX #12 WIRE @ 4'-0"OC #12 WIRE @ 4'-0"OC CONDUITS ETC, SECURE ALL WALL MOLDING least level with the bottom plane of the grid and independently supported and laterally braced to the structure r r HANGERS TO BUILDING above are deemed to be equivalent to walls. OR#10 WIRE @ 5'-0"OC OR#10 WIRE @ 5'-O"OC STRUCTURE. TRAPEZE AROUND DUCTS AND OTHER VERT STRUT LARGE DESTRUCTIONS. SECURE ALL RECESSED SURFACE MOUNTED FIXTURES TO 8 MAX E 8" MAX BUILDING STRUCTURE GRID & STRUC AS REQD. LAY IN FIXTURE WIRES MAY BE SLACK. - / 8" MAX i - o� ` � V — � 1 90.00° G WALL [ WALL 2"WALL MOLDING 1).. G��C�, OO � � 1'2. .. Q. 0 3/4" MIN ti ",1 \ �. \ 77 Q ® @ /- SECURE • PROJECT NUMBER 219054 g° MAX f h n -UNATTACHED- r O' i n�/�3` WALLS E ` 4 ALL HANGERS TO Q "0q, LATERAL BRACING @ 12'-0"OC EA BUILDING STRUCTURE. � E N 4,0,0-**>-------,,,,,, 4 r11".. WAY, MAIN RUNNER TO STRUCTURE. TRAPEZE AROUND DUCTS AND �• ` �a SCREW BEGIN BRACING WITHIN 6'-0"OFOTHER LARGE OBSTRUCTIONS ATTACH ONE SIDE OF GRID -� °� c __ PERIMETER AND 2" FROM CROSS COUNTERSLOPE HANGERS A CADEMY OF o (SEE UNATTACHED DETAIL) �\ MEMBER WHERE REQD ADDITIONAL HANGERS AT ALL IF MORE THAN 1:6 OUT OF GENERAL ® 4w N II ` �� `° Q, ` MEMBERS WITHIN 8"OF PERIMETER WITH PLUMB " ` I ' SPREADER BAR SUPPORT WIRE @ 1:6 SLOPE DENTISTRY T 1 4.0. ' PROPRIETARY CLIP. OR OTHER SUITABLE . 01. N ° � . ' ; SYSTEM REQUIRED TO SPREADER BAR REQD AT UNATTACHED SIDE INSTALL PER MFR (MUST v),\(,,--"-----"' ' ` R BE APPROVED BY AHJ). o o r'.-- I KEEP PERIMETER 2"CLOSURE ANGLE Q ,o 4) 2i� COMPONENTS FROM 13333 SW 68th Parkway R o o a .o` SPREADING APART g Suite 010 NOTES: Q. �' -RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. Tigard, Oregon 97233 � -CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE BRACING REQUIREMENTS. 2. ATTACHED WALL MOLDING 3. ATTACHED WALL MOLDING ALTERNATE 4. UNATTACHED WALL MOLDING 5. LATERAL FORCE BRACING - ASSEMBLY SECTION SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 5/8" MAX HANGER WIRESSEISMIC SEPARATION JOINT PER MFR • i ' TYPICAL CONNECTION LAY IN FIXTURE WIRES DEVICE CAPABLE OF MAY BE SLACK • „ r------- .to �i CARRYING 100 LBS OR /- I o a o o I o 0 0 0 r i MORE 1 000000 =fo{' Doo - ao - o11 oo � 0000ao Ai\ —A1," / —if/ gBUILDING STRUCTURE FLANGE ATTACHED 1( �( 314"MIN CEILING CLIPSH/2/........" POP RIVET 4 SUSPENDED A. FOR CEILING AREAS EXCEEDING 2,500 SQ FT Suspended >< A101 CEILING GRID 3Fil 3 TURNS \ Suspended Ceiling A101 a ?‹ t� o VERTICAL HANGER WIRE ~ �\� \\\ �i� �i� NOTE: SEE 6/A982 FOR & Light Installation w A. VERTICAL HANGER WIRE ATTACHMENT , i MORE INFORMATION. 0 \ Guide & Details 7,3 I I I �-"'``. 5/8"MAX \\ n / i cn L...< ' I a /I \ j N _ ___--- - PROVIDE SUPPORT FROM \ �/ \\ / \ ,i 1r� I STRUCTURE r \ i SOFFIT LATERALLY BRACE o M � \ r N , \ r TO STRUC ABOVE v \... P. N r• \ / l' r 1 '� IA `•,a e) 93 ,Vs Q BUILDING STRUCTURE •i- DRAWN.Ftf: KDC H A101 N. 8 z ''s-.:•.: EXTEND SOFFIT TO AT A101 / FIXTURE LEAST BOTTOM PLANE OF DATE E[X CEILING GRID STEEL STRAP 1"WIDE x 2" �' PERMIT SET 04.01.2019 o REQUIRED SUPPORT: 14 6" 1'-0" ISco 11 _ Q LONG x 12 GAGE MINIMUM <10 LBS, (1) 12GA WIRE77 - 3 TURNS 10-56 LBS, (2) 12GA WIRES o o c� 0 0 0 UNATTACHED oav000 T 00000 0 >56 LBS, SUPPORT DIRECTLY FROM STRUCTURE \ o 0 0 o IP o :?"- 0 0 0 A101 SPLAYED SEISMIC WIRE PENDANT MOUNTED FIXTURES: GIPACING SHALL BE DIRECTLY SUPPORTED BY STRUCTURE B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT W/9GA WIRE OR APPROVED ALTERNATE. B. TO CREATE CEILING AREA OF LESS THAN 2,500 SQ FT 0 a 6. LATERAL FORCE SUSPENDED TYP CEILING PLAN 7. WIRE ATTACHMENT DETAILS 8. FIXTURE SUPPORT 9. SEISMIC SEPARATION JOINT SECTION A101 ,_ SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET: E. LRS Architects,Inc.O 2019 n rn v T 3 c° c r3 Y t i i� ARCH ITE TS GENERAL NOTES 720 NW canis 2r, Sine 5032212077 D A. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. Portland OR 97209 .1-, VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO ARCHITECT. p B. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. ',,,,C. PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR a� TO DEMOLITION. &el) 440. ',1� C. REPAIR ANY DAMAGED WINDOW MULLIONS,SILLS OR TRIM AT PERIMETER OF ' 7/ BUILDING WHERE WALL(S)WERE REMOVED. -,,,,,w D. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. REFER TO /i -- /'/y/1/ FINISH PLANS FOR MORE INFORMATION. �Vef, // E. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND /t TRASH INTRUSION. 411,4„.. ,/:;,1,z.: ``� F • tilt:ITO,MO, : , I ,,t,„. '� // F. REMOVE&SALVAGE DOORS, FRAMES, HARDWARE&RELITES FOR OWNER'S /* NI)P T f STOCK. ,` "fit a� // G. REMOVE ANY NON BUILDING STANDARD WINDOW COVERINGS. PROVIDE l BUILDING STANDARD WINDOW COVERINGS AT ALL EXTERIOR WINDOWS r _... // i'► ♦♦ __ + j Cti} // / THROUGHOUT THE ENTIRE AREA OF WORK IF NOT EXISTING. REPAIR AND/OR CONSULTANT: `/L REPLACE ANY MISSING AND/OR DAMAGED WINDOW COVERINGS. CLEAN ALL Nil* ///"':'•AWINDOW COVERINGS PRIOR TO JOB COMPLETION. 0q �\ a 0 •-•,.. `,,) •-•,. f // f H. REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE.�' /4't/4/ / PROVIDE SEMI-RECESSED CABINETS WITH FIRE EXTINGUISHERS AS REQUIRED \ O �77 � \ '�` / � j ' e BY CODE. /.(: � �! �/ I. REMOVE ALL UNUSED BLANK JUNCTION BOXES. PATCH AND PAINT. REMOVE 411,,k �` /'1AND FILL ALL UNUSED CORE DRILLS. �� // I \7)1 ...,'.0, '----P/6-13. KEYNOTES `�'' /,'/ftp (j 4 I I I I VREMOVE EXISTING PLUMBING, CAP AS NEEDED. ti ,� I gip=III O2 PROVIDE OPENING FOR NEW DOOR AND/OR RELITE. SEE FLOOR PLAN. f0 ',... �� I \ .\ I r-- ///� `� �I LEGEND • EXISTING PARTITION iii•Np O c _ = = m DEMOLISH EXISTING ELEMENT /�/. t 1 .41.1414414N44%,444iNit I I d PROJECT NUMBER 219054 `i 't ri' OREGON ACADEMY OF GENERAL ,,lissiiik \ (1-1) DENTISTRY T.I. Lt _ I _ I 1 13333 SW 68th Parkway Suite 010 Tigard, Oregon 97233 IID II 1 r fn . N 1. DEMOLITION PLAN CB SHEET TITLE: SCALE: 118"= 1'-0" Demolition Plan 3, 3 of 0 0 m 0 Q o t g DRAWN.BY: KDC DATE ISSUED: E u 4 PERMIT SET 04.01.2019 0 a 0 cz a 0 0 O v 0 0 rn P. 0 a c r O a a Q ,_ SHEET: AD201 K LRS Architects,Inc.©2019 m 0 Cl T 3 lC c LnS ARCHITECTS GENERAL NOTES KEYNOTES r NW Davis52.fifi2 A. DENTAL EQUIPMENT SUPPLIER AND/OR INSTALLER TO PROVIDE QRAWNGS, Suite3 D ©� O PROVIDE BACKING FOR MEDGAS EQUIPMENT. VERIFY SIZE AND LOCATION • SPECIFICATION AND DETAILS FOR ALL DENTAL EQUIPMENT. DETAILS TO WITH EQUIPMENT SUPPLIER/CLIENT. •I-b� •�• n , 16''- INCLUDE. BUT NOT LIMITED TO WALL BACKING. CLEAR DIMENSIONS NEEDED A!//IT BETWEEN EQUIPMENT. ETC O GYPSUM BOARD WRAPPED 3'-0"x 7'-0"OPENING. ROOM 020 B. DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. DIMENSIONS O PROVIDE BLOCKING AS REQUIRED FOR ADA GRAB BARS, o TAKE PRECEDENCE OVER SCALE. ADVISE ARCHITECT OF ANY DISCREPANCIES •`� PRIOR TO CONSTRUCTION. 4O PROVIDE AN ELKAY EZH2O STAINLESS RAPID WATER BOTTLE FILLING STATION &SINGLE ADA COOLER (OR SIMILAR). PROVIDE POWER, WATER AND BLOCKING �% C. REPAIR AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH IN WALL AS REQUIRED. )81S44D itki+ *� STORAGE EXISTING AND/OR NEW CONSTRUCTION. 019 TRAINING ® MINIMUM OF(1)4'XB'SHEET OF PAINTED FIRE RATED PLYWOOD AT ONE WALL ROOM D. PROVIDE SOUND CAULKING WHERE WALLS MEET GLASS OR MULLIONS. N 021c FOR TENANT=PROVIDED AND INSTALLED EQUIPMENT VERIFY SIZE AND // g LOCATION WITH AN CONSULTANT AND TENANT. .' l;, • O\ ,�o,'Q // O E. ALL DOOR OPENINGS TO BE 5" FROM PERPENDICULAR WALL, UNO �° • ' 'C',414. b'''"4' 0 // O PROVIDE VAPOR BARRIER AT ALL FLOOR SLAB CUTS. PROVIDE DOWELS AT 24" 7/ F. PROVIDE INSULATION, FURRING AND FINISHING AS NECESSARY AT ALL EXISTING OC MINIMUM OR AS REQUIRED BY CODE. OWNERS TO BE NOTIFIED 48 HOURS OF TRAINING UNFINISHED WALLS PRIOR TO ANY SLAB CUTS. // ROOM ` 021b G. WHERE NEW DOORS. FRAMES &HARDWARE ARE PROVIDED. MATCH EXISTING /A*` HALL / 1 /7// BUILDING STANDARD TYPE. SIZE, FINISH &COLOR. TOUCH UP EXISTING FRAMES O PROVIDE(2)4"x4"s. FLOOR TO REFER TO DENTAL SUPPLIERS SDRAWINGS ORTRUCTURE AS BDETAILSACKING FOR X-RAY EQUIPMENT. ` // & DOORS WHERE NEEDED TO APPEAR AS NEW. 78• 77" // PROVIDE DOUBLE 314"PLYWOOD (GLUE & SCREWED)BACKING FOR PAN // 18 / H. PREP O 00 {G U C G O E FLOOR AS NECESSARY TO CREATE EVEN, SMOOTH SURFACE CONSULTANT: , C),:: // O EQUIPMENT. REFER TO DENTAL SUPPLIERS DRAWINGS FOR DETAILS. ,,Cip �\ a J+ \T �" /// V U NEW STRUCTURAL COLUMN REFER TO STRUCTURAL DRAWINGS AND CALCS OR / FOR MORE INFORMATION- FURR OUT WALL AROUND NEW COLUMN TO HIDE via \�G COLUMN BASE PLATE. F7,5,-;- ...R7,.. 23 \F T� 8 q 1/ //O •/©„�/ ri?„// 7/ LEGEND ��, ,� s, // 20 10 INFILL OPENING TO MATCH ADJACENT SURFACES. ► 6'// S, // O �\ �� %i • 07/ // TRAINING 10 EXISTING PARTITION KEEP WALLS FREE AND CLEAR AROUND SLIDING POCKET DOORS FOR NEW q I //0. ROOM ,.........,,.. .. 11 ,1: '1 %4, Il,� C S,4R • 11 ) / 021a \ 1 — = = = NEW FOLDABLE PARTITION MODERNFOLD PARTITION- ` oat.”' •04k i. OF %44 Q�O/N S7'04), /// 15 � (SEE SHEET A983 AND STRUCTURAL DRAWINGS FOR DETAILS) 12 PROVIDE NEW ACCESSIBLE RESTROOM WITH WALL MOUNTED PORCELAIN SINK `? PRIVAT (ID 19 .1,1��q►� GF Apt, �:8„ // X27 r NEW BUILDING STANDARD PARTITION O AND TOILET, STAINLESS STEEL GRAB BARS AND ACCESSORIES AND co ri--- Iv- FRAMELESS MIRROR AT SINK. EXAM \LjqO \�Z �// Ar \ ENTRY0O1 " (SEE DETAIL 121A981) 017 iiq� p` O y0P � + 11 $-9, A �� + NEW BUILDING STANDARD FULL HEIGHT PARTITION 13 PROVIDE NEW ACCESSIBLE PLASTIC LAMINATE CABINETS WITH SOLID �, ! 11'111 /4Z ' `92 OS, „// OF (SEE DETAIL 101A981) O SURFACE COUNTERTOP AND BACKSPLASH. PROVIDE STAINLESS STEEL SINK, 0„ ,'� /GN �R�G ¢ �/ GOOSENECK FAUCET.AND (2)ADA STAINLESS STEEL DISHWASHERS. � lgt ^ i�" F p• �0 q - -- NEW 1-HR FIRE RATED FULL HEIGHT PARTITION 0 ;%N+�° :111 STp�ri�• G • 9 7" Ij '201 `- (SEE DETAIL 11 IA981) 14 PROVIDE 50 GALLON WATER HEATER. GC TO CONFIRM WATER HEATER CAN BE • �11+� / 1114 G`cy 009 LOCATED IN MECH ROOM. 1444 • 0,,. 1 �� I +K NEW 41-0" PARTIAL HEIGHT PARTITION 15 ;!_.4, •�% I111,�.q�g11444444444444 9 .,,'111,,'D� ( 80 '� (SEE DETAIL 71 A982& KEYNOTE 22) n PROVIDE NEW ACCESSIBLE CASEWORK. REFER TO ELEVATIONS FOR MORE r15 7i2 2' 1T�4. 11" tiO 15 22 111+1 HALL ��\� 7 RECITE PARTITION INFORMATION. 16 �' ,/ q�41,1,1 D14 , ,1111111,1\ lycy� UNISEX 4 8:p ' 16 PROVIDE NEW STAINLESS STEEL SINK AND GOOSENECK FAUCET. =6, >r ., 'q I, q'1g22 / 7,2,, - NEW DOOR FRAME & RECITE TYPES '� 22r• 14114%1144. ��/ ' .01 �� / (SEE A701) 17 PROVIDE QUIET ROCK(OR SIMILAR)AT WALLS OF MECHANICAL ROOM. STERILIZATII � 8, '1I4. UNISEX �., 5=s•- 10r-2" �. PROVIDE NEW MOVEABLE PARTITION (MODERNFOLD.A TI EAL ENCORE 023 \ 18 0 GOUS S CO o1s �' � m F PAIRED PANEL, 56 STC RATING, FABRIC AND TRIM COLORS TO BE SELECTED. ,`S7j2' �sissp. c CLINIC 22,x' �� • �� 0 ® + ry ,� /� H O REFER TO STRUCTURAL DRAWINGS AND VENDOR (INTERIOR TECH, CHRIS 015 $ I �� I — o o _ a a LEONETTI, 503-320-1830 FOR MORE INFORMATION. 9' ;� 1q O �o �/ 17 N _ _ — O a '111' O^�m/I'IIIIg1e VIAL�/ MECH , �1 �rin, I. / 19 PROVIDE VIEW SEMI-RECESSED FIRE EXTINGUISHER CABINET. 1 _8-p„ o 2.0„ h�/ \ \\ggl44%4 v / 15�0902 \ f\I A / � 20 PROVIDE BLOCKING FOR TENANT PROVIDED 86"TV. 1144 114 0444.1" 6O \ 1 91-0 112" F.V.r \ � / /1 410PROJECT NUMBER 219054 u Yhr:'P \\ \Iq�,1 r11 ......,.,.,,., •. I 1 A© B ® PROVIDE WATERLINE FOR TENANT PROVIDED COFFEEMAKER. CONFIRM WITH 44111 © X-RAY r \ L. I \— _ L I TENANT ON EXACT LOCATION. 7�: \ Iq,. 5' 0" 2'-3" 6'-10 _ - \ �1 7 0 '�� K ' 'I 7 ) �K C 22 VERIFY HEIGHT EIGTO Fv-DEC SINK EQUIPMENT AT END OF WALL TO DETERMINE OREGON k. 0417-46 01 tall TECGASALL. _Sp® 0 23 PROVIDE BACKING AND(4)ADJUSTABLE SHELVES ON METAL STANDARDS. SEE ACADEMY OF III Oji 011 O O 11/A870 FOR MORE DETAIL IS GENERAL N4444414114%%44. ,,AlilliiiNolip / �� 3' • STORAGE„0/ _ "El "012 ^� BID ALTERNATE DENTISTRY T.1. LAB PAN/CEPH¢010 010 005 2. ENLARGED RESTROOM PLAN SCALE: 1/4” 1'0",, Al PROVIDE SPLIT COOLING SYSTEM AT AV/IT ROOM INSTEAD OF EXHAUST FAN 13333 SW 68th Parkway //)0°P AND LOUVERED DOOR. HEAT LOADS FOR ROOM WLL TYPICALLY BE 900 BTU/HR '��.� PRIVATE ti WITH PEAK 1800 BTU/HR. Suite 010 �c% 16 //Ip OFFICE Tigard, Oregon 97233 V % . `� / �l RECEPTION © 006 - �r 11 \ J/�l� 2'-10' PAPER TOWEL DISPENSER 1 it Ar A982 q�1!/ mo 008 WALL MOUNT LIGHT FIXTURE —PAINT P-3, TYP TYP I '"� ti — STAINLESS STEEL TRIM PIECE, TYP BREAK ROOM FRAMELESS MIRROR (2'X4') 008 006 PLASTIC LAMINATE WAINSCOT(PL 3), TYP 7"1 Nl ........x. SOAP DISPENSER o � J K -1 0 PRIVATE ❑ _I®® \ / 1 OFFICE REF— 15 007—�I \ — — ,7 —1— —IL'me) J� T — — T \,. r Is 3'-6" .1°- \. .2'-6" 2' 6" F.V. ► - ._._1 ;11 Y • / N 1 '''' 171U . e , . / (1) i °' �' r 10 / N m ��, 1. FLOOR PLAN f) ., // - SHEET TITLE: � SCALE: t-- 1/8"= 1`0" 6" RUBBER BASE, RB-3 Floor Plan ADA COMPLIANT SINK AND FAUCET, PROVIDE PLUMBING FIXTURE & ACCESSORY SCHEDULE HEAT WRAP ATALL EXPOSED PIPES A B C D a 0 NOTE:VERIFY MOUNTING HEIGHTS AND DIMENSIONS WITH I /A100. 0 PLAN LEGEND FIXTURE TYPE MANUFACTURER MODEL E. K4225 WALL HUNG TOILETS w SEATS, SLOAN 11 3. UNISEX 022 (UNISEX 123 SIM.,) DRAWN. : KDC F-1 TOILET KOHLER E FLUSH VALVES SCALE: 1/4"= 1'-O" DATE ISSUE[] o F-2 WALL MOUNTED SINK KOHLER SOHO, 20" x 18" w RIGHT HAND SOAP HOLE PERMIT SET 04.01.2019 F-3 FAUCET GROHE EUROSMART SENSOR FAUCET 0 0 F-4 COMBO TOWEL/WASTE UNIT BOBRICK B-3974 0 F-5 TOILET COMPARTMENT ACCESSORY BOBRICK B-3574 0 '06, F-6 SOAP DISPENSER ASI 20333 AUTOMATIC SOAP DISPENSER 0 m . ._ d SHEET: A201 LRS Architects.Inc.©2019 m 3 8 GENERAL NOTES LTS A. DENTAL EQUIPMENT SUPPLIER AND/OR INSTALLER TO PROVIDE DRAWINGS, SPECIFICATIONS AND DETAILS FOR ALL DENTAL EQUIPMENT. DETAILS TO INCLUDE, BUT NOT LIMITED TO ELECTRICAL,VACUUM CONNECTIONS, ETC. B. ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS, DATA&SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. SUBMIT ARCH I T ECT S ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 710 NW Davis -1 121 g' C. WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD OCCUPANCY SUM* M3 2212077 D ♦` //� �SENSOR SWITCHES. \` POR 97209 vwvw.Iaitects.cam D. ALL LOW VOLTAGE CABLING TO BE PROVIDED BY TENANT. GC TO PROVIDE J-BOX WITH RING AND STRING AT LOCATIONS SHOWN. A V/I T ROOM 020 os.,, E. NEW AND EXISTING SWITCHES, COVER PLATES AND OUTLETS TO BE WHITE. PROVIDE AS NEEDED•fro e„„ . TO v` F. FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLY 4) //t� 1,11:D Alt) •-• 'Peg4 �, G. ALL FIXTURES SHOWN ARE ASSUMED NEW UNO. C . ••• STORAGE H. CONTRACTOR TO VERIFY THAT SUMP PUMP AND BACK FLOW SYSTEMS ARE ADEQUATE FOR NEW OFFICE. a: biantE it ErAffn At 019 os., TRAINING //I� a ; ROOM KEYNOTESrik ��; 1/ \ _ 0♦ ♦h\ 021c // I // O VERIFY ALL ELECTRICAL NEEDS AND THEIR LOCATIONS FOR ALL DENTAL EQUIPMENT WITH DENTAL EQUIPMENT SUPPLIER/CLIENT PRIOR TO CONSTRUCTION. // //f� �� // O PROVIDE DEDICATED OUTLET, WATERLINE AND VENTING FOR TENANT PROVIDED STACKABLE WASHER AND DRYER. ��_ O 0 TRAINING //� ` ,` TYP �// ROOM // O PROVIDE(2) DEDICATED 20 AMP CIRCUITS FOR TENANT PROVIDED IT/AV RACKS. CONFIRM OUTLET LOCATIONS AND ROOM LAYOUT PRIOR TO CONSTRUCTION. dyfifinAte, I.- ,, , , 14 00) OF ` HALL // //t� 4 PROVIDE DEDICATED OUTLET FOR DISHWASHERS. QA I t � 318 o // O ` \ S // O 5 PROVIDE FRESCO LIGHT CONTROL SYSTEM FOR CLASSROOM 021 CONSULTANT: r 5 O /�/ O S♦ O PROVIDE DISCONNECT FOR DRY VACUUM SYSTEM. REFER TO DENTAL SUPPLIER DRAWINGS FOR SPECIFIC DETAILS. �� T Rq� >rSN // O `��j O7 PROVIDE DEDICATED OUTLET AND VENTING FOR TENANT PROVIDED RANGE. �F O // . // /// DO/% // �/ O PROVIDE FLUSH MOUNTED FLOOR BOXES. VERIFY LOCATION WITH TENANT'S FURNITURE VENDOR. �// // +ss //i +6s 9 PROVIDE DEDICATED OUTLET FOR TENANT PROVIDED COFFEEMAKER. CONFIRM WITH TENANT ON EXACT LOCATION. 17 447 / 0I • /// +� TR ROOM >r' a Illy p�R 021a O \ �`\"`\\\\\a(11 �� PLUMBING AND VAC KEYNOTES (FOR REFERENCE ONLY SEE DENTAL DRAWINGS FOR SPECIFICS) E ,l rr�pl�lll�lr'' pll4r4�0R4G�c •ST /// *r '�,Q 3 PRIVATyam, �• GF 0 `> +4�PO PROVIDE%p"COLD WATER COPPER SUPPLY FOR CENTRAL CABINETS, STERILIZATION CABINET, LAB CABINETS AND DRY VACUUM SYSTEM/40ENTRY +4.q# IlEX0 r ' Fro If •♦,I001 ® PROVIDE%2" HOT WATER COPPER SUPPLY FOR CENTRAL CABINETS, STERILIZATION CABINET AND LAB CABINETS. /13/4,8E / �,;rs S/ ILII _,R..._�/� I♦••�/ \ O �c � R,q ��II °' OC PROVIDE%q"COLD WATER COPPER SUPPLY FOR WATER SHUT OFF WITH FILTER. TYP /� � ��1 ��/+ cF ://..../..///,/./°::///:///'11/ "+I �Fa�sR �* :.. ••:•��'�'1plrlrrlr ,:ll ST0��7TO ` IIIIPROVIDE 1 112" PVC WASTE SCHEDULE 40 FOR CENTRAL CABINETS, STERILIZATION CABINET, LAB CABINETS AND DRY VACUUM SYSTEM. zR� 4 TYP TY,�! i s r, / �p,r G`c �♦�/I PROVIDE A DRAIN DIRECT FOR CENTRAL CABINETS, STERILIZATION CABINET AND LAB CABINETSif DIM `��, O® (,�* 4,0140 Zr..I.. .. :', . r11 Flo.0, O-0.10,11. HALLr �' Ioi`• �• 3 0 PROVIDE A DRAIN INDIRECT FOR DRY VACUUM SYSTEM. (, GFI O PROVIDE A DRAIN STAND PIPE FOR COMPRESSOR AND WATER SHUT OFF WITH FILTER. �� : R • ••., ,,,. °' "'- •• ..:�i) rll•,rlllr 014 llllllii4III UNIS�2 �, �. �.�`� •• 4. �r Nr, r H PROVIDE AIR INTAKE, 2" PVC PIPE AND FLEXIBLE HOSE WITH 70" OF CLEAR TUBING FOR CONNECTION TO THEIR AIR INTAKE OF EACH COMPRESSOR. .,,w 044, , os ��, OGSTERILIZATI, . ®°' ,,. '', \\` F- s;< '� °' UNISEX OJ PROVIDE FLOOR SINK OR STAND PIPE FOR DRY VACUUM SYSTEM PER LOCAL CODES. 316 r gi. �•i1 "! 1111P 023 \� ..,�/t r- �i _ � , .I �! l.� CLINIC �• ,i� .... ' ♦ DIM /'.�. �."26‘ -)1- .�.\\. . " q • ;:;�U;� - �, O ; AFI ..s / O0 OK PROVIDE%e" PVC SCHEDULE 40 RISER FOR ALL REAR CABINETS AND STERILIZATION CABINET. ,p��ii ` c ` ��:, 315 1 ,,�; I� I J �f"`v' - ,r,\::,,,,,,,:,,:,/1....;-:, , .�.,, € n-. - TO ;�; �•�, 3.�1011lr / „ III �j35 +36!_ O O PROVIDE 2" PVC SCHEDULE 40 FOR DRY VACUUM SYSTEM AND AMALGAM SEPARATOR. a O �' i O ®..` +4.87 Ill' /041 �l " II MECHv+36+36+— O ;�.;'' �� O +4 �� ,llyl /�I OM +3;— O OM PROVIDE/" COPPER TYPE'L' OR 'K'DRIVE GAS FOR DENTAL CHAIRS, ALL REAR CABINETS, CENTRAL CABINETS. STERILIZATION CABINET, LAB CABINETS (VERIFY ALL rlllllll /// 4/ o C 332 +s..�_ TYP LOCATIONS WITH PATTERSON REP ONSITE),ASSISTINAAND COMPRESSOR , ... _ip- O +4 \2� �,� ll�l ;+ ++3;11 / ,*, !`� �.;: .'•/ r0 p 1,14..!l G t> — PROJECT NUMBER219054 ••"` © / ' r l © MEDGAS KE YNO TES(FOR REF ERENCE, ONLY SEE. DE NTAL DRAWINGS FOR SPECIFICS) • / : ..fa,.. k TYP Al /,1 r�rr r d X-RAY . Pi,i © �. :�, r Illy +60 003 .. ° U iZAIri z+as' © PROVIDE%6"AND/z"TYPE'L'OR 'K'COPPER TO ALL REAR CABINETS (12 LOCATIONS). OREVON ° © 1 .. ., •• ,' TYP n O OA CXRAY ACADEMY OF IMEDGAS 33a •. • ,,i �•e o) •♦•�. © 749 QFI 311 •+ �• „ BID ALTERNATE • GENERAL �� F,,,.- �� ,•, SII I +60 ' ,�� T � �� ', 0� T© III + — Al PROVIDE WIREMOLD ALONG ALL WALLS INSTEAD OF QUAD OUTLETS INDICATED. WIREMOLD TO /// Y„ ,:;—.1,-"-.,.:, - . �II HALL +11.,.L: ,6 O — D EN TI S TR Y T.I. I .. °:\ z n 312 CONTAIN AS MUCH POWER AS QUADS PROVIDE. 4;�^ STORAGE PAN/C 40, '=:^ Lp + II ill 313 +6oQ, 33i f+� (1)10/ - �� --' 13333 SW 68th Parkway ' j� 2 TYP +13 `° �:ti PRI!/ATE�� — \ .. Suite 010 4j ,- . OFFICE o r \ ��. I�r 339 SII b Tigard, Oregon 97233 • ��•• O+' II g RECEPTION � -,I I\ \ r4;s Y �:•e0° lll 306 f - - ` - - - - y`#� 4lll ;i I '/il J�❑ '❑ \1 ❑ \ I I #sem lllrr IIfl I 4��....., ` \vel ," I I I �:` C7 lNI IIIhw1Dl 4. BREAK ROOM+az __ � 04 008 0> .. „ a IU — 1 I 11 o � � PRIVATE ❑ i I � •, ,F? , I I I I � 7 007 LI I� +a� REF �11L I1� �(1� d E - al I�r' Iii L(NIc}�r -Vt T VII T Vtt -1 : ° L . 6 6, II I . -,:, „.. ...,,, ,„, .,,,. ,...,.., .,_ , .. . 1_ 1 ,, , ,,,„ V1 �� 1 z ,,__J ,.: .E . ,,, ,,-: 1 �;„...: N � Ora V2 O O /V2 O /g O ib- - I. FF&E AND POWER PLANED 7 SHEET TITLE: SCALE: 1/8' = 1' 0' x h — ti i FF&E and � :; ..afi. �.{ - Q,,,:,� `• ,re,t. „� 48e: an Z.-. 'M1 �.,.i \''''d �`._„�� .a, ;=a i1 c A+"'=s I \ ri,NI n. _ _ Power Plan LEGEND I : - : I I I I j ;I I 10® o BELOW ITEMS SHOWN FOR REFERENCE ONLY BELOW ITEMS SHOWN FOR REFERENCE ONLY- REFER TO DENTAL SUPPLIER DRAWINGS 2. SUBFL OOR DENTAL VACUUM SYSTEM PIPING LAYOUT - REFERENCE ONLY 0 o S SWITCH d$h MASTER SWTCH SCALE: 1/8"= 1'-0" o s SWITCH-OCCUPANCY SENSOR ® AIR DRAWN. Y: KDC os c VACUUM P TENANT PROVIDED LOW VOLTAGE DROP PROVIDE J BOX wl RING&STRING NLY-SEE DATE ISSUED: . LEGEND VACUUM SYSTEM KEYNOTES DENTAL RAWINGSR REFERENCE OFOR SPECIFICS) g STANDARD DUPLEX OUTLET © NITROUS PERMIT SET 04.01.2019 o © JUNCTION BOX OXYGEN O VACUUM SYSTEM CLEANOUT-PLACE A THREAD CAP AT END OF BRANCH LINE RUN, TO ALLOW C5 0 o< RECESSED FLUSH MOUNTED FLOOR BOX W TH (4) DATA&(4) ELEC H REMOTE X-RAY SWTCH — — MAIN LINE 3"SCH.40 PVC OR COPPER FOR CLEANING OF VACUUM LINES IFA CLOG OCCURS. REMOTE PAN SWITCH BRANCH LINE 2" SCH. 40 PVC OR COPPER E EXISTING \ /O USE 45 DEGREE CONNECTIONS WHEN POSSIBLE TO ENSURE PROPOSE VACUUM FLOW. s FEC FIRE EXTINGUISHER CABINET O 220V SINGLE OUTLET -------.— BRANCH LINE 1 112"SCH. 40 PVC OR COPPER • LOW VOLTAGE WALL JBOX BRANCH LINE 1" SCH. 40 PVC OR COPPER Q FCS TOUCHSCREEN LIGHTING CONTROL A2O2 7TSN 0 QUAD OUTLET RISER LINE SIZE PER MFG. SPECIFICIATION . SHEET: M LRS Architects,Inc.©2019 � p 8 LTS ARCHITECTS GENERAL NO TES 720 NW DaVie 51 1.fir2 h A. REFER TO DENTAL SUPPLIER DRAWm DRAWINGS FOR SPECIFICATIONS AND DETAILS Su503221.2077 D ..:;:, . �opm FOR ALL DENTAL EQUIPMENT. DETAILS TO INCLUDE, BUT NOT LIMITED TO Psi OR 97209 wIW1A1.1;:.: //�,`•`/� CEILING BLOCKING, ELECTRICAL, ETC. �. � B. THIS DRAWING DEPICTS EXISTING CONDITIONS FOR REFERENCE ONLY. / -,,/!/ y VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND / )' / / )1' REPORT ANY DISCREPANCIES TO ARCHITECT. K. / /� 4 '` y4%'-i- C. PROTECT ALL ADJACENT AREAS DURING DEMOLITION AND FROM DUST AND IvOlD . / ,/X �/ / „/ /c / \ 4-if ' TRASH INTRUSION. / /� � �/ � \ T /�` �X�� MEE C.MO t D. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. � ®/ �/ y -I- '2,�/ �i ++ /` / PROVIDE ADEQUATE BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR ` )` ,/ /( ,/ : / 4 � - TO DEMOLITION. CIM i/ / �/ f` ) /� E. ALL ELECTRICAL WORK IS DESIGN BUILD EXISTING &NEW LIGHT FIXTURES MAC MGM t.,/.. "♦♦*♦♦ `� ' .�y\ / �� / �� -/</ /C - SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT , /.♦++♦♦♦♦w4 / / '. �I'� %/// .< ANY DISCREPANCIES TO ARCHITECT. OF I ��'♦♦♦♦♦",♦ / �� y\ F. ALL MECHANICAL WORK IS DESIGN BUILD EXISTING 8 NEW DIFFUSERS ,7/( Ak. / •0•0.0.v, / W / / ,s2, •//2 /t/ / .--.4.. i 1...p..• , -1-/' ( )( /, /' 4' °,4 / il•bl/Ltt /, /,'( ,,e 4- /N../ //-, , / I, ,..1% ,C '♦♦♦♦♦♦w♦♦ /r� / �� fJ �/� / SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT /1404* y �'' / `� /, ,C© ,+- T ANY DISCREPANCIES TO ARCHITECT. iti•f4w,rw-4. • )` / / 4 • Yq--f 7,./ /;e1,7' / - i )(e , #*##"41/ / 4-N,-1,. ?'$,z ,le/- i/// #. / ), :r4_ ,/ 1/4/ ,!2,' / ,e4-' 1C. P 4. / .7.- - ///` ♦♦♦♦• 1♦♦♦/, > �♦ , 2c4„ T L // y / ,` X /�-//4 y, >k,/ „7- 'k. DEMO RCP KEYNOTES ♦ �/ . / ,< > -,. Tom / � / y�, •� ///�/ �"� / � ,� I I - IF-T. 1\ I I 11� - I •/�/ \ ),..;, \ / �,// )., _ . ., /` / rT//. /`/� Y •/ �I rl IF/T• I\ A TIL •_ D1 DEMO EXISTING HARD LID CEILING. / 4 / / ,G ?1 •�' / 7' / /` , / i' -'/c / I--I- —II X I X I- +I I I \1,®/\ / m / p/:/.\ Y� /,//k'< y O� \� / � ///�/� � /` ,/ K X LI - IZ--- 7 1 _�/ �� , 4-Fy/ / /,,/ /& /&� ) . / . / ,z,/ � ;01_,,,,c )1,/,;&/ �( ❑l I _ IE _ 111 ISI 1 4 ,, / /1, i;4 ,4 /�/�/ `� 7` �/ -.,/ f ,,, %//�/ • / ` / ' ,/4 1/-1-ti, /2/ & ��;ik --`c- - • / ,/ ), / " �T / Imo • 17/1 T� ^I- / /e -i, / -, / `/� /`��fi/ / �,` ^( T�/ • h .c 4'�C %•�/�1--� -1 =--__ Jr-- 4 i r �X� / `� y \ ,// h /®,, /�`k y` / /�` / �-, �'�,/,� / /�'[/` I _j I -I- LEGEND ''SI: >` / / •// i / \ //// / ,( � /� '.( / I-II 1 - -I i7/1� 1 _ 1 - - L • '`/� / �CI,/4 >'� � //'C�( / ` y/ / /� / ��/T�� '` �Thi-- T -i_r fi -/1\ .,1 - I _ _ I 2X4 ACOUSTICAL SUSPENDED CEILING TO BE REMOVED 71- / /f / / `/ /� ` ®/ :/ y / ,� r_ TT 1— T -1 T r • \ // / / / k4 / '( T • -1— T7 -1- -1—.-1X1— • 1— —1 X 1 k- -i' /' / 'C ' �/ ///(/ y / / '/ '/ 1 EXISTING HVAC SUPPLY(SHOWN FOR REFERENCE ONLY) / /� �� /`_ / v\ / / • h / %/ /��/ ♦ + �``''x - x I- - 1 I _ \/ / �//��es,01 ©/ ` �� \ ,}� \/y� \/� / //� �Ci'J�`� /\` / `/� 7T `� 1 1 I I I I — = __ t / EXISTNG HVAC RETURN (SHOWN FOR REFERENCE ONLY) 7� / `�\� /\/ /� ` /�%/ \ /��\ \�\ • Y / /�/ •\\1� T -1.7;2 �� + - EXISTNG LIGHT FIXTURE TO REMAIN h / �\ X, `/� ©/�; , ,-7, 1 / �z, r/ �/� � ), /� // \� II J ��T � - _ - y/ ,/ , / /1 / , / /�©/ / D1 . ,> ..111 - X I 1 •• 1 I -� / �\, 4f ,', /./`/ �/� • /� , / )v/. . // • 1 - I x x EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED PROJECT NUMBER219054 40100440isot ,, ,Liz / �/ / 7_ 4 -I- + -I • EXISTING SPRINKLER(SHOWN FOR REFERENCE ONLY) JOREGON x�- I_11--i- 1 , /T Ir =1.— r = _ _ OS EXISTING SPEAKER (SHOWN FOR REFERENCE ONLY) '�/> / \1�` / //�`/� ` /%� , • I ; - r L i fr T SD EXISTING SMOKE DETECTOR (SHOWN FOR REFERENCE ONLY) ACADEMY OF T/ `/� / y..• .<(, • / / • ,l-, / �, �- - r 1 I IIF x _ GENERAL / \ � //FLS -i- L7 -I- L 1; I F-1-11_ TSL _L _ - '` /\ / �-,, �� T � TT T !+-� -•� X w- �� L � -I- L � - DENTISTRY T.I. '� • / �/ 1 � X� � �x � II _r -- - = -- )‘.,/ //(- � 9 3333 S W 68th Parkway /14 � +•- fi � - ILL . 1 - .11,16,41: / -1- . I - iL � - x � � �I I � _ I � Suite 090 x/4 _1_ I _� I Jr1 1 1 HH _ * TF_T - J Or n 72 Tigard, ego 9 33 HL� X ` -I_ L _L — i_ 1 —LL _1 _1 /LA Li_ L _L I L _L 11- 11 11 III- 0 -1I- ❑ - II- I 1 3 I i i i i I III I 1 i E N 1. REFLECTED CEILING DEMOLITION PLAN ED SHEET TITLE: SCALE: 1/8"= 1'-0" Reflected Ceiling Demolition Plan 3 v ri 0 0 a, O ¢ U 2 DRAWN.BY: KDC N al DATE ISD. E PERMIT SET 04.01.2019 0 0 (0 0 a 0 0 a 0' 010 0 a aA D401 a-Z- SHEET: E LRS Architects,Inc ©2019 In rT - S GENERAL NO TES LEGEND A. REFER TO DENTAL SUPPLIER DRAWINGS FOR SPECIFICATIONS AND DETAILS FOR ALL DENTAL EQUIPMENT. DETAILS TO INCLUDE, BUT NOT LIMITED TO • NEW GYPSUM BOARD FRAMED CEILING @ 9'-0"AFF CEILING BLOCKING, ELECTRICAL, ETC. (SEE DETAIL 2 I A982) ARCCTS B. ARCHITECT NOT RESPONSIBLE FOR VENTILATION REQUIREMENTS OF MEDICAL NEW BUILDING STANDARD 2X4 ACOUSTICAL SUSPENDED EQUIPMENT.VERIFY VENTILATION REQUIREMENTS WITH DOCTOR AND CEILING@ 9' 6"AFF (SEE A1D1 FOR MORE INFORMATION) 720 NW t1121 T `10, EQUIPMENT SPECIALIST. Lr...4"trik51-;:lb:mauw.17.3°13. -�� O,� C. SPOT ELEVATIONS ARE FROM FINISH FLOOR TO SURFACE OF CEILING. p� Q ,461•I P: L:,.ea©miL-1 INEW BUILDING STANDARD 2x4 LED LIGHT FIXTURE e /� ` D. ALL ACCESS PANELS. DIFFUSERS AND NON-NOTED FIXTURES TO BE FINISHED TO MATCH ADJACENT CEILING FINISHES. `� ` E. VERU Y ALL MOUNTING HEIGHTS ONSITE WITH ARCHITECT RIOR TO INSTALL. L-2 �� SURFACE MOUNTED LIGHT FIXTURE(CENTERED IN CEILING) ,. , F. LIGHT FIXTURES TO BE CENTERED IN ROOM. AREA AND I OR ACOUSTIC PANEL L-3 O RECESSED LIGHT FIXTURE` 11iD 44C.)14) UNLESS NOTED OTHERWISEjG. ALL ELECTRICAL WORK IS DESIGN BUILD- EXISTING& NEW LIGHT FIXTURESL_4 4 WALL-MOUNTED FIXTURESHOWN FOR REFERENCEONLY. SUBMITELECTRICAL PLANS TO ARCHITECT . P/ FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN & RESTORE ALL LIGHTS TO L-5 - - - - UNDER CABINET LIGHTING © "/" ` WORKING ORDER PRIOR TO JOB COMPLETION. L-6 LINEAR WALL WASHER " e _�' ®4 pIlk .4t O , D ALL MECHANICAL WORK IS DESIGN BUILD EXISTING &NEW DIFFUSERS * SHOWN FOR REFERENCE ONLY. SUBMIT MECHANICAL PLANS TO ARCHITECT EXIT SIGNS (WI INTEGRAL ARROW WHERE OCCURS) 0v FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB ` COMPLETION. 4•0 ` EXHAUST FAN �..411111111111"1111111111/41 E SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, STROBES, SMOKE DETECTION &SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION © / / PRIOR TO CONSTRUCTION. ® CEILING J-BOX LOCATED 6"ABOVE FINISHED CEILING CONSULTANT: ** ` / (REFER TO DENTAL EQUIPMENT DRAWINGS FOR %�,`� **nie ..' As*0 .Opb ® . TYP MORE INFORMATION) .1.* kr //4. */.. ` KEYNOTES r` • , A983 */..., .. O CEILING MOUNT SENSOR \A'' `,� 10 PROVIDE DOUBLE PLYWOOD BACKING AS REQUIRED FOR DENTAL TRACK LIGHTS, 4wm i , O O �O .' A982 TYP. REFER TO DENTAL SUPPLIERS NOTES FOR ADDITIONAL INFORMATION �•� • inhhtth !>. �: ' O2 PROVIDE SOFFIT 2" BELOW CEILING GRID. SEE DETAIL 6/A982. E EXISTING Oi .: 40:44..,.'l ` f oisy, ��s�%��•��N" O3 PROVIDE VENT FOR TENANT PROVIDED RANGE. N NEW 111111 11",� R...., ""111111 , /, 41* tss "W" � . "1`777 � 11. '� `1"' 11•1 • *Aft O4 CEILING TO BE 1-HR FIRE RATED AS REQUIRED TO MEET CODE. DIM DIMMING `� �1� ,;�• l / �� I 5 LIGHTING CONTROLS TO BE OPERATED FROM FRESCO SYSTEM COORDINATE Lfl CEILING MOUNTED PROJECTOR TENANT PROVIDED PPP '. , 1%,/4„.,.,,..„, D `O ., O �� O DETAILS WITH CHRIS O'BRIEN FROM H.L. STEARNS 503-262-2640. SEE LIGHTING ( ) ` 0.:- . ;,001",,,"., /. ./.: ../.- 4.� «. DIAGRAMS BELOW FOR REFERENCE. .#0#4,,, 1, ,•. �. / `��t}.. C1 �� N :O. 6 PAINT ALL EXPOSED EDGES OF GYPSUM CEILING P-4. BID ALTERNATE / ._,i1"1 ..: 111. - \ 0 / LI I �, �`! • O 4�� 11:. :�; . ;� //: %' ,,1!!11 `1\11 �/ O f O 11"........ 11 1�1\ III' 9 PROVIDE BUILDING STANDARD LED EXIT SIGN t. 'YR.'''. '/ s .,, .11 ` 11 O / i . ..-..._ 1111 (\h\\,/ '- 1!\/J b: . e r— % I' �..' 1'h,l . ` 10 PROVIDE FRAMED GYPSUM BOARD CEILING WITH CAN LIGHT AT ENTRY. • . .///// i- 9 /� • 11 PROVIDE GYPBUM BOARD SOFFIT, TRACK AND SUPPORT AS REQUIRED FOR NEW MOVEABLE PARTITION. SEE STRUCTURAL FOR MORE INFORMATION. illitedPt/17./ ' �/` ,�, � ,� • , III 0 / . // •.// 4./NI'lk„li •• .•,. .. ® h/% / _ 12 LIGHTS IN THIS ROOM TO BE DIMMABLE 11 / f ' •IL 1111111 Sr* E . NOTE: VERIFYLOCATION OF ELECTRICALNEEDED w #40# App,% •III II,y111 r I FOR CEILING MOUNTED PROJECTORS WITH • 11 PROJECTOR SPECIFICATIONS, ' 1"11 `, �� NUMBER219054 y11 O ♦ PROJECT \ � ' ! 111 �� • — `� if :..,,..:/.:::,"; �/ , 1111 I . � � 1 �• ,-. � . 1111 I n , . *°#*, (\. :P/1 1 - . : � OREGON ' 47/ � * � ♦ � `, , �� ACADEMY OF •' # 1± \r , III I1 _ Li .;:.;; 4I II a : I .....1. GENERAL �I ° / .I = 1_ -� , -� DENTISTRY T.I. _ �aG ; i C.,, \) '�°° 1 °A 13333 SW 68th Parkway ��/ --• - -- - - H. - I �`� Suite 090 4W4# *Ir — - - - - - �. �`- —1' I Tigard, Oregon 97233 _LI E I I 1it SEPARATE LIGHTING ZONE 11 "11 V I i! 15 N 111 I i- 11 19 i �' 7 .�. 1. � L7.1 T. �., 1IHAU JI I 1 � # „ -- ,.... . LIL--rj j 2. SWITCHING DIAGRAM - ONE ROOM - REFERENCE ONLY /� ___L_____ - SCALE: 1/8"= i'-0" \% SEPARATE LIGHTING ZONE SEPARATE LIGHTING ZONE I I I ■ I I I I I i- � —�. ,. N - I -- r I I I I \ d 1. REFLECTED CEILING PLAN LISHEET TITLE: SCALE. 1/8"= 1' o„ - ,_ , __ ,__ ____ ,� .._ 4 Reflected N. - [j 1 ii _ 30n -, , I� I Ceiling Plan 1 , 1 0 II I fl LIGHTING FIXTURE SCHEDULE - o� ! r _ i �� I I .�,�,c. f.f>. r_ Ill 1. `, �. l I I a : I II II �� 7 ;� LIGHTING TYPE MANUFACTURER MODEL • III INI 1 — - Ill 4 ` DRAWN.�Y: KDC 1 L-1 RECESSED 2X4 LITHONIA LIGHTING BLT4, LED 2X4, N-LIGHT ENABLED • `-'� III ~ I� y SEPARATE LIGHTING ZONE DATE ISSUED: o I L-2 SURFACE MOUNT BORDEN LIGHTING 109-20 LED, SAL "SATIN ALUMINUM" • _ �� L_1I PERMIT SET 04.01.2019 L-3 RECESSED CAN LITHONIA LIGHTING LDN6 35 L06 AR(CLEAR) - r � y J o I L-4 VANITY LITHONIA LIGHTING FMVCSL 24IN 30K 90CRI BN 1 o o Y, PL35K-24V w/ 0-10V DRIVER 10' MELISSA -� Ivw--� "•" , • �'^ � ``1 •••- 1ill L-5 UNDERCABINET KELVIX FEED, 006, POWER SUPPLY, & MOUNTING CHANNEL L-6 LINEAR WALL WASHER MARK ARCHITECTURAL LIGHTING SL4L-LOP-8' -FLP-GB-TBD-35K-WW-ZT 3. SWITCHING DIAGRAM - THREE ROOMS - REFERENCE ONLY A401 SCALE: 1/8"= 1'-0" Q SHEET: o. LRS Architects.Inc.©2019 i'm 8 1 1 . I III 3'-Q., ARCH I TECTS UNO u u 6'-0" u 3'-0" 3'-0" u 3' 0" 0" 3'0" 3'-7" u 3'-0" 2'-6" u 31-0" u 9'-T 3'-0" u 51-10" 5'-10" u 720 NW Davis 21.1121 T ,r. I '1 _or li— Sate 300 50322t 2077 CI Pottand OR 97209 VAVW.1,4c4441‘61.4.sorrt in 0 0 0 0 0 `"? TEMP ,�_ TEMP yr_ F-- F- F- 'r. F- F y TEMP o C) .� M M M TEMP -EMf' TEMP TEMP t .1STT yr yr • VI V1• y• • r -y• v. + i CD SINGLE OPENING Q DOUBLE OPENING 430 SINGLE OPENING w/3'-0" C) SINGLE leo SINGLE OPENING w/3'-7" (-F--) SINGLE OPENING w/3'-0" (7 3'x4'FRAMED RELITE Cr-i) 9'-7"x 3'-6"FRAMED RELITE (i) 3'x4'-2"FRAMED RELITE Q (2)5'-10"x 3'-6"FRAMED RELITE WIDE RELITE OPENING w/1'-0" WIDE RELITE WIDE RELITE , • , ,::;, WIDE RELITECO `?r NOTES: 44 OF .IOW- 1. ALL NEW FRAMES TO BE KNOCKDOWN(TIMELY ALUMATONE WITH TA-23 CASING). 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. CONSULTANT: 1. DOOR FRAMES & RELITE TYPES SCALE: 1/4"= 1-0" 1. 3'0" u u '3' 0" 3' 0" u 31-0" u OPENING DOOR FRAME I '� 'I _or '� f 1-0" , 1 1 No. SizeROOM NAME Thick. Type Material Finish Type Material I Finish 1 NOTES `� \` -I� . k, 001 6-0 x 7-01 ENTRY 1-3/4" FL SC WD/GL MFR B STL-KD MFR 1, 2 GENERAL NOTES \ \ \ k \ \ 002 3'-0" x 7'-0" MECH ROOM 1-3/4" F SC WD MFR A STL-KD MFR 2,9 \ \ \ o \ \ 006 6'-0" x T-0" RECEPTION 1-3/4" FL SC WD/GL MFR B STL-KD MFR 1,2 A. ALL DOORS SHALL MEET ALL APPLICABLE FEDERAL AND STATE ACCESSIBILITY \ \ `' \ \ 007 3'-O"x 7'-O" PRIVATE OFFICE 1-3/4" FL SC WD/GL MFR C STL-KD MFR 2 REQUIREMENTS. �; o \� cs _ �� o 0 008 3'-0"x 7'-O" BREAK ROOM 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1,5 - MINIMUM 32"CLEAR OPENING WIDTH UNO ^ �,�- '' �� - e� / " yam— C--' T " `� J 009 3'-O"x 7'-0" PRIVATE OFFICE 1-3/4" FL SC WD/GL MFR E STL-KD MFR 2,5,6 - MAXIMUM 1/2"THRESHOLD HEIGHT UNLESS SHOWN WITH COMPLIANT RAMP ` / THRESHOLDSE, .Z? 77 / 010 3'-0"x 7'-0" STORAGE 1-3/4" F SC WD MFR A STL-KD MFR 2 - ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR in M /E7MP _ R i `in -' in 011 3'-0"x 7'-0" MEDGAS 1-3/4" F SC WD MFR A STL-KD MFR 2,4 CLOSERS IN THE PROJECT AREA TO THE MAXIMUM PRESSURE OF 5 LBS. v / v / - i /......._ . 012 3'-0"x T-0" HALL 1-3/4" FL SC WD/GL MFR D STL-KD MFR 1 B. PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE -.1.. V lb CONTROL ASSEMBLY AND INDICATED FIRE PROTECTION RATING OF NO LESS F FL PL • Ty L r SL 013a 3'-0" x 7'-0" LAB 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1 THAN 20 MINUTES. WHERE EXISTING DOOR OPENINGS DO NOT COMPLY WITH FLUSH PANEL FULL LITE PARTIAL LITE FLUSH w/LOUVER SLIDING 013b 3'-0" x 7'-0" LAB 1-3/4" FL SC WD/GL MFR F STL-KD MFR 1 _ PRESENT BUILDING CODE REQUIREMENTS,PROVIDE NEW DOORS,FRAMES AND 014a 2'-8"x 7'-0" STORAGE 1-3/4" F SC WD MFR A STL-KD MFR 2 HARDWARE THAT COMPLY. C. FOR DOORS WITH FIRE-RESISTIVE RATINGS,GLASS SHALL NOT EXCEED NOTES: 014b 2'-8"x 7'-O" STORAGE 1-3/4" F SC WD MFR A STL-KD MFR I 2 - MAXIMUM DIMENSIONS ALLOWED BY CODE-WIRE GLASS IS NOT ALLOWED IN 014c 2'-8"x 7'-O" STORAGE 1-3/4" F SC WD I MFR A STL-KD MFR I 2 DOORS SUBJECT TO HUMAN IMPACT. 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOR 015a 3'-0"x 7'-0" CLINIC 1-3/4" FL SC WD/GL MFR A ISTL-KD MFR I 1 D. ALL FIRE/SMOKE DOORS TO BE SELF CLOSING&LATCHING. TYPE AND FINISH(PLAIN SLICED WHITE MAPLE WITH CLEAR TRANSPARENT FINISH), 015b 3'-0"x T-0" CLINIC 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1 E. ALL DOORS SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING(DORMA CL700/ 017 3'-0"x 7'-O" PRIVATE EXAM 1-3/4" FL SC WD/GLI MFR E STL-KD MFR 5 F. CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH CK700). (E) 018a (E) HALL (E) (E) (E) I P (E) (E) P 7 BUILDING KEYING SYSTEM. PROJECT NUMBER 219054(E) 018b (E) HALL (E) (E) (E) I P (E) (E) P 7 G. PROVIDE CLEAR SILICONE CAULK AT ALL BUTT-GLAZED SEAMS. 3. PROVIDE FLOOR AND WALL DOOR STOPS AT ALL DOORS. H. DOOR HARDWARE: (E)018c (E) HALL (E) (E) (E) I P (E) (E) P 7 - ALL DOOR HARDWARE&INSTALLATION TO MEET ACCESSIBILITY 2. DOOR TYPES (E)018d (E) HALL (E) (E) (E) P (E) (E) P 7 OREGON REQUIREMENTS - DOOR HARDWARE SUPPLIER TO PROVIDE BALANCE OF HARDWARE SCALE: 1/4"= V-0" 018e 3'-O"x 7'-0" HALL 1-3/4" FL SC WD/GL MFR A STL-KD MFR 1,2 APPROPRIATE FOR USES AS REQUIRED FOR 100%INSTALLATION. 019a 3'-O"x 7'-O" STORAGE 1-3/4" SL SC WD MFR A STL-KD MFR 10 ACADEMY OF 019b 3'-O"x 7'-0" STORAGE 1-3/4" F SC WD MFR A STL-KD MFR 2 020 3'-0"x 7'-0" AV/IT ROOM 1-3/4" L SC WD MFR A STL-KD MFR 2 GENERAL 021a 6'-0"x 7'-0" 'TRAINING ROOM 1-3/4" PL SC WD/GLI MFR B ISTL-KD MFR I 1,8 DENTISTRY El. 6'-0" x 7'-O" 'TRAINING ROOM 1-3/4" PL SC WD/GLI MFR B ISTL-KD MFR I 1 021c 6'-0"x 7'-O" 'TRAINING ROOM 1-3/4" PL SC WD/GLI MFR B ISTL-KD MFR I 1 I 022 3'-0"x 7'-0" 'UNISEX 1-3/4" F SC WD I MFR A ISTL-KD MFR ' 1,3 13333 SW 68th Parkway I 023 3'-0"x 7'-0" 'UNISEX 1-3/4" F SC WD I MFR A ISTL-KD MFR I 1,3 Suite 010 Tigard, Oregon 97233 Notes: Material Legend: 1. Provide door with closer. MFR Manufacturer's Standard P Paint 2. Provide locking hardware. (E) Existing STL-KD Steel Frame-Knock Down 3. Provide occupancy indictor lock at door. GL Tempered Glass SC WD Solid Core Wood 4. Provide 20 min fire rated door with approved smoke gaskets&seals. 5. Provide frosted film (F-1) on vision panel. 6. Provide roller shade on door and relite. 7. Paint doors&frame to match adjacent wall. 8. Provide RH leaf locking hardware. 9. Provide door sweep and gasketing. 10. Provide pocket door hardware. General Notes: 1.Threshold at all doorways to be level or no greater than 1/2"in height. 3. DOOR SCHEDULE SCALE: NTS 1 SHEET TITLE: Door Schedule & • Types 0, a 0 M Q v 0 0 o O Q Oa i g DRAWN BY: KDC DATE ISSUED I PERMIT SET 04.01.2019 0 0 0 0 0 0 a in0 0 0) 0 c 0 a a a _ SHEET: A701 ,_ n LRS Architects,inc.©2019 T II c Y LTS ARCHITECTS 720 NW Deis : 221.11'21 Suits MO 503221.2077 13 Portland OR 97209 WWW.L.:H 4':. LAhcom AV/IT ROO a GENERAL NO TES Ilr A. SEE INTERIOR FINISH PLANS, INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR MORE INFORMATION. PT B. SEE INTERIOR DETAILS FOR ALL FINISH TRANSITIONS. cr:101) Aktep.to. / C. PROVIDE BUILDING STANDARD WINDOW COVERINGS AT ALL EXTERIOR , STORAGE WINDOWS IF NOT ALREADY EXISTING. g HOWE C.,MIT 019 TRAINING D. PROVIDE NEW FLOORING AS INDICATED ON PLAN AND RUBBER BASE. f ROOM E. PAINT ENTIRE AREA OF WORK, INCLUDING WALLS AND GYPSUM BOARD tor 021c CEILINGS. ASSUME 25%OF WALLS TO BE ACCENTS. '�� F. ALL EQUIPMENT AND FURNISHINGS SHOWN FOR REFERENCE ONLY. ,4;411101r:13 '� G. PROVIDE 2" CLEAR CORNER GUARDS AT ALL OUTSIDE CORNERS. INSTALL �� FROM TOP OF RUBBER BASE UP TO TOP OF DOOR FRAMES. *...... a�~�� "1117 TRAINING ROOM / PT 021b PAINT FINISH NOTES //4/ HALL 018 // / A. PAINT BOTTOM AND SIDES OF SOFFITS TO MATCH ADJACENT CEILING COLOR // UNLESS NOTED OTHERWISE. // B. PAINT ALL NON-NOTED MISCELLANEOUS ITEMS TO MATCH ADJACENT FINISH C7DNSULTANT: COLOR UNLESS NOTED OTHERWISE. , PT i C. INTERIOR PAINTS ARE TO HAVE THE FOLLOW NG SHEENS UNO: • • WALLS- EGGSHELL Cip \ r•-•..,\• �� G _ /// •//4 CEILINGS&SOFFITS- FLAT(EPDXY-EGGSHELL) \ Rq o 'W' ' // /1 ��/ IF // // /) // // CASEWORK NOTES �\ I/ 1A870 O or TRAINING 5. P 5 // // ROOM ,,��;� �� _ A. SCRIBE FIT FILLER STRIPS TO FINISH ALL CASEWORK AT WALLS AND �1 0111 1111,11 SrgRT. /// 021aili* 1 CEILINGS. FILLER STRIP TO MATCH CASEWORK. Ir11i1) 1j. 11p11'(3R, /OA, sT 1/ B. PROVIDE FINISHED PANEL(S)ON ALL EXPOSED SIDES I BACKS/ENDS/ 111 aRq� // 1 I UNDERSIDES. / PRIVAT �l0 10Ir1' // 40,4 ENTRY A870 I G. ALL CABINET PULLS TO BE RAFFLE 101-20-720. 'gyp 'O/ // /II D01 D ALL WALLS TO BE PAINT P-1, UNLESS NOTED OTHERWISE. O17 O11111 / 1/ // i__ 1111111111 PT- �O�STaR,q /// 11 2 � '''� 111111 ll,, �F - // lI� 0 KEYNOTES • O 1 41110 dr 4444 111111 810,9/014 , Itl 111111111111 /P-5 •111 ,1114444414 ''I `�`_` O PROVIDE BUILDING STANDARD ROLLER SHADES TO MATCH EXISTING. .1pp' �• ' 0111 D ,0 A870 //0/� O PROVIDE FLOORING AND BASE TO MATCH EXISTING CORRIDOR CONDITIONS. 1111111.8714 6 �N �,r �, 1111111111111914 111HLL ,111111111111 II '�\A870 ;; 11,,1111 11111111 OIII UN - _, FINISH LEGEND n r 1111 1111/,/ 022 // " ! ,� 1'1111111 /' .®/ /416.� If CARPET STERILIZATI01. �� dr I+,,.r - ISE 3Are CPT-1 MILLIKEN, MORAINE, REGIONS COLOR: 119 BORDER w/NAVY • 0�/ ® INSTALLATION METHOD: ASHLAR of 'S04040004* CLINIC :� ,.....1.„, 015 `�• '' • ��4 ' �. ll �J CPT-2 50% MILLIKEN, MORAINE, RELIEF COLOR: 119 BORDER w/BLACK x1141 1 '11 / ,/�0 50% MILLIKEN, MORAINE, RELIEF COLOR: 119 BORDER w/ORANGE 4131 © 111 A870 ' 1 I 11 1 *1.4 I MECH NSTALLATION METHOD: RANDOM ASHLAR �/ 11111114 ROOM • ' X1411111 002 CS-. LUXURY VINYL TILE ___� X141 LVT-1 PATCRAFT, SET IN CONCRETE. AGGREGATE#00730"PUTTY" PROJECT NUMBER219054 41111414N11144411Ssisp / \\111111 �11111�,,,, LVT-2 PATCRAFT, TIMBER GROVE#00568"MOORELAND' 1411 ... G 8 1111XRAY A870 111111., O 003 0. E RESILIENT FLOORING A870 ),/�� P 5 P mm^ „f RS-1 FORGO, MARMOLEUM REAL#3146"SERENE GREY" OREGON alle ...% ill • �� MEDGASI X RAY RUBBER BASE ACADEMY OF �� 011 P 5 RB-1 ROPPE, 123 CHARCOAL(AT CARPET)WITH TOE ,, / RB 2 ROPPE, 114 LUNAR DUST(AT LVT 1)WITH TOEGENERAL • RB-3 ROPPE, 129 DOLPHIN (AT LINOLEUM)WITH TOE1 10 HALL P 5 — RUBBER TRANSITION STRIP No04404% 0 / J, O DENTISTRY T.I. LAB / 0 STORAGE PAN/CSP. RT-1 ROPPE,#35 UNDERLAP CARPET EDGE 1/4", COLOR: 123 CHARCOAL 0 013 / III 070 I Ods �BTo //100 ll - PAINT 13333 SW 68th Parkway B PRIVATE ® P-1 (GENERAL)SHERWIN WILLIAMS, SW7056 RESERVED WHITE Suite 010 C / OFFICE P-2 (ACCENT) MILLER#0526"METROPOLIS MOOD" \ / ll1. 009 P-3 (ACCENT) MILLER#400"NEW FOLIAGE" Tigard, Oregon 97233 1 P-4 (ACCENT)SHERWIN WILLIAMS, SW 7650"ELLIE GRAY' / 00 RECEPTION ' P-5 (HALLWAY) MILLER#224"PEBBLEBROOK" 11111 1 J I'll® PT O PLASTIC LAMINATE 114110A 1 PL-1 (VERTICALS) WILSONART, #4939K-18"VAPOR STRANDZ" P 5 PL-2 (VERTICALS) FORMICA,#9283-NG"WALNUT RIFTWOOD" B-EAK ROOM 008 PL-3 (WAINSCOT) FORMICA,#9285-58"WHITE TWILL" 1614 .- PL 4 (HORIZONTALS)WLSONART, #4965 28"BASKETWEAVING 101" _6_ B PL-5 (VERTICALS)WILSONART, #8208K-16"FAWN CYPRESS" A870 (- 111 PRIVATE ❑ PL-6 (BACKSPLASH)WILSONART, #4876-38'SHEER MESH" A874 OFFICE PL-7 (VERTICALS)WILSONART 7939K-18"BLOND ECHO" Y A a P-2 r - - -_ P�4 1 `� -L rN�c�— _ T O QUARTZ COUNTERTOP QTZ-1 MSI, PREMIUM NATURAL QUARTZ. "GRAY LAGOON" Il QTZ-2 PENTAL, BQ10BOP"PEARL WHITE POLISHED' FROSTED FILM F-1 TRANSLUCENT, 90%OPACITY SOLID SURFACE SS-1 WLSONART, #9175 ML(3)"AVALANCE MELANGE" SHEET TITLE: N MOVEABLE PARTITION PANEL FABRIC Interior Finish FAB-1 DESIGNTEX,#5633-802"BINARY" IN PLATINUM 1. FINISH PLANCB TILE Plan & Legend SCALE: 1/8"= 1'-0" T-1 STONE SOURCE, LUCE DI CERAMICA COLOR PUMPKIN MATTE ,, o' STATIC DISSIPATIVE TILE SDT-1 SHAW CONTRACT, STATIC SMART, SUMMIT SERIES IN COLOR 06061/2 GREYLOCK 0 a 0 a U FINISH SYMBOL LEGEND a a DRAM(BY: KDC t) e PAINT COLOR DATE 1SStlED PERMIT SET 04.01.2019 a eg FLOORING TAG 0 0 a 0 a 0 0 m 0) 0 0 a 0 0 a a c.. SHEET: A801 n LRS Architects.Inc.@ 2019 ti m 3 c c4 ... I lit a 1 ) ARCH I T ECTS AI 720 NW DaVis -503221.1121 ft A981 site 300 5032712077 D VERTICAL (6)EQ Portland OR 97209 WWW.Imilthaddlr40111 SURFACES, PL-5 I., .\ , / • / • / • FULL HEIGHT = ----•= =---= ---y---= = 7\ BACK SPLASH, ) \LI/ \U/ / • SURFACES, PL-7 - QUARTZ SURFACESPLSURFACESPLHORIZONTAL AA' \1/4, ' ' HORIZONTAL HORIZONTAL - \ T , -4 ' 1 , -4 /// .-za hICIELLE C,STARIT BACKSPLASH, QTZ-1 /v"" C . VERTICAL "------, ..,---' b N„--------\-- / SURFACES, PL-2 UC / • / • !? OPEN,„, - RUBBER BASE, OPEN - DW (.. OPEN SURFACES, ..). • / REF CNI -CV CV ts.X.„--- RUBBER BASE, PL-5 gi \• /7'N• /7 I' RB-2 ,-------- . • r ,,,, ., ><---, r RB-1 1'-8" 5'-7" L , 4 2,-1n 5'-2" 6 - I" _, ., 2'4" , 3'-0" L 2'-0" 4 2`-2"± 0_ RUBBER BASE ____----0----i:0c" L 5'-6"± OF OW- , 6 7'-4" 6 7'4" 6 41111 RB-1 ' VERIFY' (4)Mak " A981 fi A981 A981 NOTE:TILE BACKSPLASH ON BACK WALL ONLY. COLOR CAULK CONSULTANT: TO MATCH FINISH WHERE 8. LAB - SOUTH NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 7A. LAB - NORTH NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 4B. BREAK ROOM - WEST . 1. ENTRY 001 COUNTERTOP MEETS WALL SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" Ali ilk A981 A981 16-0"_64 ),,--- VERTICAL 4 141-2" L6 16 5,-5" (4)EQ (12)EQ 6 r SURFACES, PL-7 A 1 (10)EQ 'I (4)EQ f- -or ..1 , ._. .,_. ,Alr-r .. /-• P\ ./-\ /-\ 7-\ .--. VERTICAL ,1F--- VERTICAL / • / • __„/ \ / • / • / • /7- LOCKING UPPER / \ / \ / \ / \ / \ / \ / \ SURFACES, PL-7 //•\ //•\ SURFACES, -\-- CABINETS = -7---7 7 7 7--7 7--7 7--7 7- \ / --\ / v X v v v \ 9 / .... .... -,. \_, • / ‘,.. / .\./ in \ FULL HEIGHT BACK e., \ /-. /-. /-, /-. / LOCKING UPPER CABINETS& .4' PL-7 • = = = 1--\=..= --= = -P-2 = = /--\---•=-=/=/--\ = =1/7V--, = == = == ---- == = =---=7e= == = -\----\-------=--/=/-‘=.=-=--/ in SPLASH, PL-4 LOWER DRAWERS = ------ \U/ \l-i/ re \o/ \le \l I. \ / \LI/ \ / \ / \U/ \ / <..„4-----1 •ti FULL HEIGHT BACK NU/ 3 3 , WATERFALL, PL-4 3 IV- - V ,- HORIZONTAL 6 QUARTZ iv-- / SPLASH, PL-6 SURFACES, PL-4 FULL HEIGHT BACK SPLASH, DENTAL COUNTERTOP W/4" rc? EQUIPMENT e/.--- HORIZONTAL iv iv BACKSPLASH,QTZ-1 iN SURFACES,SS-1 ."- - DRAWERS TO --91-p 1 '4 i ...._.._._____ _ __._-----,_. HORIZONTAL__, W/D 1 I (NIC) .1r- "1 -----1 IV- - SURFACES, FL 4 r - ,, - - ,)1-. VERTICAL -* * HAVE HEAVY DUTY N. ' . - i .......7 (NIC) 141\ A 1\ VERTICAL -' - ''' ...OPEN/'' ' : OPEN - I HARDWARE. VErRTICAL b / • / • SURFACES, PL-2 b ri g• ri IN. SURFACES, PL-7 I VERTICAL Z9 cv OPE - - -- SURFACES, PL-7 _. • / • gi x RUBBER BASE, c., RUBBER BASE, • ...- • ../ " - - ''''•,.,,, - - SURFACES, PL-7 . ° <-....-1 - '' --fadPE<--- ---e)--''PE‹,,, 1 - • / • / _ _ • -- • ,- RB-2 3 - RUBBER 3 II : RUBBER BASE, 1._ ' -, RB-1 -6 -- - 1'-8" , 5'-0" 5'-O" ,t-7" ,. 2'-1" 6_ BASE, RB-2 4 2'-1" , 3'-O" 5'-6"± #I t-8" , F-5"± ,1'-8" ., 5-5"± 2'-1" L RB-2 ' . 2'-10" L 5'-0"± 5'-0" 6 -3 77 1 ff f i IF7)4 / * r -4, AI 2 8 " VERIFY 'IC5: (4)EQ AI( A981 (AND A981 A981) A981 - -e 17'-0"VIF 6 t- -or' 26'-10"VIF 6*- 9. LAB - NORTH NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 7B. LAB - EAST NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 4C. BREAK ROOM - WEST 2. STERILIZATION - EAST SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1 SCALE: 1/4"= 1 SCALE: 1/4"= 1'-0" AI PROJECT NUMBER 219054 AI AI AI A981 A981 A981 A981 OREGON 13'-2 1/2"F.V. N. ../- VERTICAL -;'` yr_ SURFACES, PL-5 ACADEMY OF ,. ., VERTICAL -66 /.. /\ /.. ..s... /\ ___ --- VERTICAL /--_ ---\---/----\---/---• /--•--7- ir zi) .; X , X , \ , \ „, \ , \ „, \ SURFACES, PL-7 i•-, -_;\===, \.=-=_- /-1,\__== ==..„.__ ,\___==/.__I--- PARTITION GENERAL =7/_----\_7/__\_,_ ,/__=\ d SURFACES,PL-5 -7--- ---.\--/----\---7-- -i-- \ / -l- b ( X X \ ? / ..., ..., \( ‘..., ,,.. LOCKING UPPER CABINETS& •u/ •u/ •u/ •t j/ )41.7.---1 SURFACES, PL-5 in, _ /,- FULL HEIGHT in 1 --;)=P-=‘"= '7 =7'7-17='=,•=1-\=\7_ _ ,----,=1*- -- LOVVER DRAVVERS 6 - /- HORIZONTAL DENTISTRY T.1. T-1 9 SPLASH,PL-4 iv i SURFACES,PL-4 ! - HORIZONTAL 13333 SW 68th Parkway / SURFACES,SS-I i SURFACES,QTZ-2 iNi ! 1, • VERTICAL 1 ,.............------- SURFACES,PL-4 i)6. i-- VERTICAL , SURFACES,PL-5 3 • 4. VERTICAL A 1N A IN SURFACES, PL-7 iN - RUBBER BASE, Suite 010 ""_° -_''' "------..„ ....„------ _- SURFACES, PL-7 b / • r • RB-1 Tigard, Oregon 97233 ? , --- , OPEN, RUBBER BASE, • / • / RUBBER BASE, N / • z • ,,z- RUBBER BASE, i., _ _ -61 EQ EQ • / \ / • z ...----- ----,, - ------- ---- RB-2 • r • ,/ EQ 6 6 E .. , -- RB-1 .,- „ RB-2 / 6 f. Al* 8'-8"VIF 19 ,--- A (Ts\fi . 2'-1" ,1'-8" , 1'-8" • 6'-0" ,1'-8" 2'-1" .4 6'-0"VIF -31r4 --e r or (6)EQ -o ,...\98) (4)EQ Ark 8 A9581 NOTE:TILE BACKSPLASH ON BACK WALL 0 A981 15'-2 1/2" A981 VIF L # # ONLY. COLOR CAULK TO MATCH FINISH 10. TRAINING ROOM 021a WHERE COUNTERTOP MEETS WALL. 7C. LAB - SOUTH NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 5. CLINIC - EAST 3, OFFICE SOUTH SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" 6 AI gik VERTICAL A981 A981 A981 __-- SURFACES, PL-2 - VERTICAL SURFACES, PL-7 1# 2-1" ,1'-4"I, 2'-71---r 5'-1" ,,•___--- (5)ADJ. SHEET TITLE: '........„>VERIFY ' I (!)E( ----- SHELVES ., 3'-0" HEAVY DUTY K&V 3I._ --' VIF GREENO,GBH-T TRIPLE W/ '.6. '14 r ' VERTICAL Interior Elevations / z-- _.,_ , GREENO RECTANGULAR GROMMET < N>=-2-- //' \• = - -s1---/-,-\-- SURFACES, PL-1 BRACKET .e VERTICAL SURFACES, PL-7 ,'' '''N IN DOOR --=- = '9 ,1 1, 7- _ - -\---7-- - / HARDWARE '--. ==- -.' GREENO,#9 TTC TISSUE, in / _. ,\ •--- =./ < ,:-.', - ---- --LI':FULL HEIGHT BACK SPLASH, iN •.. pli - - --3- - I--= = NI-1/ = = ---- ----=', = TOWEL, CUP DISPENSER --/ II(NIC) I \k HCoD I u/ \u/ 3' 7-- (4)ADJ.VVHITE _".777:0,, PL-4 ie. '0. I'NI ...''121L.-'-' 8"STAINLESS STEEL 1I:_ / I QUARTZ ',- MELAMINE - - HORIZONTAL SURFACES, PL-4 b TRASH GROMMET = cn - .-_-_ - COUNTERTOP W/4" SHELVES I 7. : LOCKING LOWER CABINETS g, rHORIZONTAL N. z-.1 \ REF BACKSPLASH, QTZ-1 -' .Iir 1 3. • ? "..--- -4=A (NIC) , Ar . II --- OPENI - - I SS-1 6, - FINISHED CABINET \ VERTICAL t'9 ' I 1-\ RUBBER BASE, S-'4------ 1RU BER BA E, ' / i A" SURFACES, PL-2 o iv N ' RANGE ,/ \, \ /\\ / // (NIC) \ /' /..; / ,,,-- ---.. , • ( X SURFACES, PL-7 6- --_,- II- I 0 RB-1 ''' : • gi RUBBER BASE, . 3r- /_/--- RUBBER BASE, \ • / / DRAWN BY: KDC 6'-4"VIF , 2'-1" •I'-8" , 5'-2 1/2" 118" 118;1 4'-3" # ' ''' •/ //9 6 l, /.4- 7. fl RB-2 4Z- ,----3. ,1 1 .-.it RB-1 I' DATE ISSUED: 41'-7" • 5'-1" L 3'-4" 4 2'-7" 0 3'-8" , 2'-1" I, 8 _ob-3" 0 2'-9" or_ 3 7 71Si f 7 VERIFY fr (3)EQ ' VERIFY ' (3)EQ " PERMIT SET 04.01.2019 8 A981 16'-7 1/2"VIF 8 • ). o (9 A981 < a 8 ca 11 STORAGE - NORTH 7D. LAB - WEST NOTE: ALL CABINETS&DRAWERS AT LAB 013 TO BE LOCKING 6. CLINIC - NORTH 4A. BREAK ROOM = SOUTH i SCALE: 114"= V-0" SCALE: 1/4"= 1=0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1=0" A 87 0 , -E. SHEET: .2- LRS Architects,inc.0 2019 k a r - 13, >i 4 1 i PROVIDE LIGHT&SOUND SEALING GASKET CONTINUOUS BETWEEN WALL&CEILING AND WALL& ARCH RI T ECT S EXISTING CONCRETE COLUMNS 18 GA.DEFLECTION CHANNEL WHERE APPLICABLE SECURE TO METAL DECK W/ 720 NW Ii tis -5011,22t4II21 I? 1/4"DIA.X 1-1/2"POWER CONTINUOUS CONTINUOUS CONTINUOUS ACTUATED DRIVEPINS INTO FRENCH CLEAT FRENCH CLEAT FRENCH CLEAT Suite 300 503221.2077 77 D CONCETE FILLED FLUTES @ 18" Portland i 97209 �� 1' O.C. OR#8 S.M.S INTO METAL 1-0 U.O.N. 1'-0" U.O.N. 1-0 U.O.N. 10- CONTINUE DECK @FLE"O.C. PROVIDE FOR / PLASTIC LAMINATE AT / PLASTIC LAMINATE AT 1/ PLASTIC LAMINATE AT ALL EXPOSED& GYP.BD.TO ALL EXPOSED& ALL EXPOSED& 'Ib. EMI-EXPOSED SURFACES OVER 3/4" CEILING — 1 SEMI-EXPOSED it SEMI-EXPOSEDii SUBSTRATE; SELF EDGE TRANSFER GRILLE WHERE SURFACES OVER 3/4" SURFACES OVER 3/4" OCCURS-PAINT TO MATCH . SUBSTRATE; SELF SUBSTRATE; SELF •• WHITE INTERIOR w/ 'OD 44•40 ��i WALL COLOR. • EDGE EDGE _ „Z ADJUSTABLE SHELVES(TYP) 1%. ' 4> CcM � C4 parr - �• \ �� -� • WHITE INTERIOR(TYP) 4 WHITE INTERIOR WI .-„,__ WHITE INTERIOR wl ) ^� ' 1 3-5/8"25 GA(362S125-18)MTL , o • o PULLS AS SCHEDULED STUDS @ 24"O.C.WITH 5/8" M ADJUSTABLE M • • ADJUSTABLE Z-) %REM • GYP.BD.EACH SIDE. EXTEND SHELVES(TYP) SHELVES(TYP) tCS _Air -i' PLASTIC LAMINATE AT ALL EXPOSED& •' MTL STUDS AND GYP.BD. FULL ` 4 HEIGHT TO UNDERSIDE OF ' ' —� SEMI-EXPOSED SURFACES OVER 3/4" OF OW- 4' _ i_ STRUCTURE ABOVE. PROVIDE SUBSTRATE; SELF EDGE 3"SOUND ATTENUATION BATT PULLS AS SCHEDULED • • PULLS AS SCHEDULED MICROWAVE �� INSULATION FRICTION FIT IN (NIC) I STUD. �� -� OPEN TO WALL; NO BACK POWDER DRIVEN I I VERIFYT SIZE OF MICROWAVE WITH TENANT CONSULTANT: ANCHOR AT 2'-O"O.C. — PRIOR TO CONSTRUCTION THRU MTL.STUD BASE ON BOTH SIDES AS a� / ]� TRACK,UON SPECIFIED O ___EXISTING SLAB0 fvit- 1'-6" 10. FULL HEIGHT PARTITION 7. TYPICAL 3' HIGH UPPER CABINET WITH LIGHT 4, TYPICAL 3' HIGH UPPER CABINET 1. MICROWAVE CABINET SECTION SCALE: 1/2"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= V-0" SCALE: 1"= 11-0" u 2'-1" 1 1 18 GA.DEFLECTION CHANNEL ,' 2'-1"U.O.N. , SECURE TO METAL DECK WI 2' 1"U• .O.N. , 1/4"DIA.X 1-1/2"POWER • ACTUATED DRIVEPINS INTO COUNTERTOP AS SCHEDULED;SEE A982 CHROME ACCESSIBLE FAUCET CONCETE FILLED FLUTES @ 18" O.C. OR#8 S.M.S INTO METAL COUNTERTOP AS SCHEDULED;SEE A982 / ADA COMPLIANT STAINLESS STEEL DECK @ 18"O.C. PROVIDE FOR CONTINUE �, i"" 3/4"DEFLECTION. UNDERMOUNT KITCHEN SINK 1�' GYP.BD.TO �' ` /S% COUNTERTOP 8AS SCHEDULED; CEILING 1" � . - - .. _-_ SEE RCP0 N x, PULLS AS SCHEDULED N�,�- PULLS AS SCHEDULED -. lit---.4 FIRE-RESISTIVE JOINT SUSPENDED CEILING SYSTEM x 1 FIRE STOPPING/ AS SPECIFIED WHERE OCCURS Jam``., ACOUSTICAL SEALANT (REFER TO RCP) L - i �� \`` PROVIDE FIRE I PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL PULLS AS SCHEDULED CAULKING AT ALL REFERENCE GA FILE NO.WP 1072: SEMI-EXPOSED SURFACES OVER - • SEMI-EXPOSED SURFACES OVER / ..ICPLASTIC LAMINATE OVER 3/4" PENETRATIONS. 3-5/8"25 GA(3625125-18)MTL STUDS 3/4"SUBSTRATE; SELF EDGE - 3/4"SUBSTRATE; SELF EDGE @ 24"O.C.WITH 5/8" GYP.BD. EACH _ • ' SUBSTRATE REMOVABLE BASE SIDE. EXTEND MTL STUDS AND GYP. _ WHITE INTERIOR w/ADJUSTABLE N - WHITE INTERIOR w/ADJUSTABLE `~' BLACK HEAT Z CABINET DOORS W/ FULLY PROJECT N�1ME3EI 219054 • / BD. FULL HEIGHT TO UNDERSIDE OF "' SHELVES(TYP) SHELVES(TYP) PROOF WRAP CONCEALED EUROPEAN HINGE & — STRUCTURE ABOVE. PROVIDE 3" :7 • QUICK SNAP OFF CAPABILITY OREGON — BASE AS SPECIFIED (TYP) 7 BASE AS SPECIFIED (TYP) @EXPOSED M --A-- SOUND ATTENUATION BATT PIPING INSULATION FRICTION FIT IN STUD. N WHITE INTERIOR(TYP)Z /� POWDER DRIVEN BASE ON BOTH SIDES AS /'7 CADEMY OF ANCHOR AT 2'-0"O.C. SPECIFIEDr 4 N _t:ik • INCLUDE REMOVABLE TOE KICK THRU MTL.STUD FIRE RESISTIVE JOINT FIRE , T.O. FIN_FLR _� T.O. FIN. FLR , `; WITH BASE TO MATCH REST OF GENERAL TRACK,UON ' STOPPING/ACOUSTICAL SEALANT I' hr= t�l1UN1 —_ _EXISTING SLAB ,�3" DENTISTRY T.I. CONTINUE FLOOR FINISH UNDER CABINET AT SINK, SEE FLOOR PLAN 13333 SW 68th Parkway 11. 1 HR. FIRE RATED PARTITION 8. DRAWER BASE 5. LOWER CABINET W/ DOOR 2. TYPICAL LOWER CABINET w/ SINK Suite 010 Tigard, Oregon 97233 SCALE: 1/2"= 1-0" SCALE: 1"= 1'-0" SCALE: 1"= 1`-0" SCALE: 1"= 1`-0" , 2'-1" y'f_1f PROVIDE(2)#8 SHEET METAL SCREWS AT EA.BRACE ATTACHMENT TO STRUCTURAL 20 GA.3 5/8"STUD BRACING TO COUNTERTOP AS SCHEDULED; SEE A982 MEMBER TYP. \ /' / STRUCTURE @ 8'-0"O.C. PROVIDE 2"X 1/8"LIGHT&SOUND 1' 0" U.O.N. -/6 2-0" �� SEALING GASKET CONTINUOUS 4; / 1 BETWEEN WALL&CEILING , % �� 3"GROMMET PULLS AS SCHEDULED ' _. ^^� u VERIFY HEIGHTh ) 1 V COUNTERTOP AS SCHEDULED;SEE A982 i CONTINUOUS 2'-Q"MIN. ( � FRENCH CLEAT "t PLASTIC LAMINATE AT ALL EXPOSED& SHEET TITLE. 7 -.1SEMI-EXPOSED SURFACES OVER 3/4" ///:/// Z.1 PROVIDE(2)FASTENERS @ EA. 4 - SUBSTRATE;SELF EDGE r Interior Details BRACE STUD CONNECTION TO TOP ( � _ • • • • I , OF WALL STUD PROVIDE SOUND BATTING ABOVE 1 CEILING TILES AT LEAST 2'-0"ON ' PLASTIC LAMINATE AT ALL N 1-,-C-1 Ai j EITHER SIDE OF WALL = SEMI-EXPOSED SURFACES OVER • • 4 0 3/4"SUBSTRATE; SELF EDGE : -4 : WHITE INTERIOR w/ ..t CONCEALED STEEL ANGLE 3 ADJUSTABLE SHELVES(TYP) a 3-5/8"25 GA.(3625125-18)MTL WHITE INTERIOR IN/ADJUSTABLE STUDS @ 24"O.C.WITH 5/8"GYP. 0.138 DIA.HILTI X-C AT 2'-0° - - SHELVES(TYP) SUPPORT AS REQ'D BD.EACH SIDE. PROVIDE 3"SOUNDO.C.THRU MTL.STUD - PULLS AS SCHEDULED ATTENUATION BATT INSULATIONTRACK,UON. EMBED 3/4". BASE AS SPECIFIED(TYP) FRICTION FIT IN STUD SPACE AND — 7/I?'" 4'-10"A.F.F� _ iq oiq -) ACOUSTIC SEALANT @ CEILING - 777 \ GRID. UNDERCOUNTER LIGHT I,i r 't FIXTURE(TYP) POWDER DRIVEN ANCHOR - - BASE AS SPECIFIED(TYP) DRAWN.BY: KDC N AT 2'-0"O.C.THRU MTL. t ri t STUD TRACK, E BASE ON BOTH SIDES AS UON E SPECIFIED )1 r 4 11c— rs i//1 [TATE [ PERMIT SET 04.01.2019 a g _ EXISTING SLAB 3' L '‘. O a 0 a 0 N 0 v, 12, BUILDING STANDARD PARTITION 9. DRAWER BASE 6. UPPER CABINET WITH LIGHT 3. WORK COUNTER - CONCEALED SUPPORT SCALE: 1/2"= 1'--0" SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1"= V--0" A9810 a a SHEET: a — E LRS Architects,Inc.©2019 a 0 0 N 3 t4 c Y 1 1 1 I IIIA A1/8"COVER PLATE CONTINUOUS TRACK WITH F H I TETS FASTENER TO TOP PLATE 1/8"STEEL 720 NW Davis 2241-1/21 it * Suite 300 503221.2077 D I- COLOR CAULK TO P OR 97209 vAlocharchitCdz1R ,, w 3-518"25 GA. (3625125-18)MTL MATCH FINISH EQ eo THREADED ROD AS PER MANUFAC.SPEC: 'f 'r I STUDS @ 24"O.C.WITH 5/8"GYP. TWO AT EACH END ATTACHED TO =� • .� BD. EACH SIDE J 2-1 UNO SILICONE BEAD @ STRUCTURE ABOVE BY SLOTTED CY WET LOCATIONS CHANNEL FRAMING BOLTED TO HSS3x3x1/8 Y �__— w 1CM SIDESPLASH TO UNDERSIDE OF SLAB WITH TWO 1/TO FULL HEIGHT ? —"� ("— L j MATCH BAGKSPLASH- u 6" WEDGE ANCHORS WITH 3 1/2"MIN. Cl) PROVIDE 3x3x1/8 HSS TUBE STEEL wAS604rAD % 3-51a"x9"x3/S°—•- \ 0 s� ,{� EMBEDMENT BASE PLATE WITH W SUPPORTS AT 48"O.C. INSIDE SEE ELEVATIONS I I (2)3/8'DIA.TITEN I LAMINATE FINISH ' HD 3518' Q EXPOSED WALL ENDS TO FULL WALL N COUNTERTOP AND SECTION A = I HEIGHT AND MOUNT TO FLOOR WITH PROJECTION SCREEN I--- 3/8"PLATE STEEL. /I 1----tBACKSPLASH �i --`, ASSEMBLY / ' = I VINYL EDGE BAND TO0 / ��—~� \\1,1;le MATCH LAMINATE I i# _ i \ / I St t155 . > I POWDER DRIVEN ANCHOR AT 2'-0" CABINET BELOW a O.C.THRU MTL.STUD TRACK, UON I I Lira_1 �� ----,_ ljf SECTION A / .. / I CONSULTANT: / BASE ON BOTH SIDES AS SPECIFIED /— EXISTING SUSPENDED6CEILING 1 l EXISTING SLAB � � — — � N.T.S. � f � 7. PARTIAL HEIGHT WALL 4. TYPICAL P-LAM COUNTERTOP I. RECESSED PROJECTION SCREEN DETAIL SCALE: 1"= 1'-0" SCALE: 1-1/2"= 1'-0" SCALE: 3"= 1'-0" HANGWRE @ 4'-0"O.C. MAX COLOR CAULK TO MATCH FINISH 1 1/2" 16 GA(150U50-54) 2CM QUARTZ BACKSPLASH U-CHANNEL BRIDGING WHERE OCCURS @ MIDSPAN dar 2' 1"UNO / SILICONE BEAD @ WET LOCATIONS > 1CM QUARTZ SIDESPLASH w WHERE OCCURS-SEE ELEVATIONS 2CM QUARTZ COUNTER, MITER FOLD EDGE. EASE GJ Ll_i_ . N EXPOSED EDGES * PET NUMB3EF 219054 NiII3I33@24,O. N SPANS 1011" 633 @24"O.C « OREGON • 13-0" C. 15'-9" 362S137-33 @ 16"O.C. ACADEMY OF 17'-4" 362S137-33 @ 12"O.C. 19'-7" 400S162-33 @ 12"O.C. GENERAL 5/8"GYP. BD. SCREWED TO DENTISTRY T.I. JOIST BOTTOM FLANGE 1/4" MIN. PENETRATION 13333 SW 68th Parkway Suite 010 5. TYPICAL SOLID SURFACE COUNTERTOP 2. FRAMED CEILING DETAIL Tigard, Oregon 97233 SCALE: 1-1/2"= 1'-0" SCALE: NOT TO SCALE 1 3/8" /, EXISTING STRUCTURE li] y ++ i �— BACKER RODS 1, AND CLEAR SEALANT EXISTING WINDOW MULLION PROVIDE CORNER BEAD (3)#8 SCREWS @ GLB(1)#8 _ _ 20 GA,6"MTL. STUDS &PAINT ON WINDOW SILL BELOW SCREWS @ 2X PURLINS 17,/ (600S137-33)W/1 3/8" SIDE OF WALL END, • J FLANGES CONT. TYPICAL 20 GA.3 1/2"MTL STUD (2)#6 SCREWS EYP.AT (350S137-33)W/13/8" SHEET TITLE: FLANGE BRACE @ 8'-0" 1 I EACH STUD. O.C. W/(3)#8 SCREWS Interior Details + 45. , AT EA.END + I ATTACHMENT 1 \ MTL.STUDS(362S137-3 3) g' @6 .I. GLAZING `PARTITION TYPE AS a SCHEDULED 20 GA.TOP&BOTTOM METAL TRACK(362T150-33) / ..., 5/8"GYP BOARD a i a _ CENTER OF MULLIION TO • DRAWN f KDC N =.12 ALIGN WITH CENTER OF = CEILING HEIGHT ==—__—__ ' '` PARTITION LATE ISSUED: CI AS NOTED �� _ • PERMIT SET 04.01.2019 Y. , 5" SUSPENDED CEILING d o �, VERIFY SYSTEM 0 6. SOFFIT DETAIL e ACP 3. WALL TO MULLION DETAIL SCALE: 1-1/2"= 1`-0" SCALE: 3"= 1-0" A982 0 Cl. a a SHEET: LRS Architects,Inc.0 2019 0. U) 0 tV a R Y _ . 1, it lit Y I 1 I CONTINUE TO STRUCTURE . ARCH ITETS . . . . . DIAGONAL SUPPORT ANGLE 720 NW D�/is _t12 L PER STRUCTURAL DRAWINGS • • • 4 .r..._.... p Suite3AB =au '1 J�BfT ❑ . . 6"TO 9" CONTRACTOR TO PROVIDE SOUND BAFFLE TO BE (2) LAYERS OF.62" "�'�� __1i TRAVEL PortlandOR 37209 CONTRACTOR • GYPSUM BOARD EACH SIDE TO EXTEND AND SEAL TO DECK !"--------- EXPANDABLE PANEL NOSE ABOVE. FILL CAVITY WITH SOUND BATT INSULATION. INSULATION --- MUST BE SUPPORTED SO IT DOES NOT SAG INTO TRACK SYSTEM (TYPICAL AT BOTH SIDES). AO" VE NEW STEEL BEAM PER J -------77-77 7 STRUCTURAL DRAWINGS 111. . , 1 .A, f 1 PANEL ELEVATION SIDE "L" N MIME C.371Aari VINYL BULB SEAL 3' 7" MINIMUM DEPTH' ! POCKET DOOR, SEE PANEL PLAN FOR TYPE. tVain.NA 11'1411::- „ I 1 1_1 L_I EXPANDABLE PANEL @ POCKET DOOR 3 1„ / SEE SHEET S1.0 FOR MORE STACK n OF DEPTH INFORMATION li \ 1j TYPE II POCKET DOOR d BY MODERNFOLD Ce al RECOMMENDED CONSTRUCTION MUST MEET ASTM E557 5.3 w iv z SIDE"R” CONSULTANT:CONSTRUCTION STANDARD(SEE ARCHITECT/GC NOTES) V ♦ _ MS n n NOT BY MODERNFOLD OR DISTRIBUTOR. \ �- _ 4.50" ANY CROWN OR BASE MOLDING MUST NOT INTERFERE 'n m d Ii• GAGE WITH THE SEALING flF THE PARTITION TQ THE WALL. z Q, d'j fV ZSIDE"L" ACOUSTICAL CAULKING BETWEEN E . . . . . ... ' JAMB AND WALL, BOTH SIDES \ -1 ... ..e_- HANGER RODS AND LOCKING FLANGE NUTS (BY MODERNFOLD) JAMB WRAPPED WITH MATERIAL y HANGER BRACKET(BY MODERNFOLD) 4' 49N DAB . 0.25" , (3' 9.06") / 4'-1.81" 20'-9.06" , 1.25" BULB EXPANDABLE PANEL NO. 2 INTERMEDIATE PANELS JAMB J 1 I 1-1 SEAL PANEL o o `Jr 29'-5"V.I.F. -1-/-9'-6"AFF FItLU VtKIFY o C / ' INSTALLATION WIDTH . r , : .141100 , . . . PANEL PLAN lACOUSTICAL CAULKING BETWEEN +/-9'-4"AFF G► /R '" `` ' '"' `~ DISCONTINUOUS FINISH MATERIALS ARCHITECT/GENERAL CONTRACTOR NOTES NOT BY MODERNFOLD OR DISTRIBUTOR. FIELD VLKIFY i '`^�•, 1. MINIMUM DIMENSIONS PROVIDE FOR CLEARANCE FROM ALL ADJACENT c~n .'`""-#17 STEEL TRACK PRE-PAINTED WHITE CONSTRUCTION/FIXTURES FOR ADJUSTMENT,OPERATION,AND SAFETY. JAMB 2. GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL STRUCTURAL FABRICATION H EIGHT SUPPORT,ADJOINING CONSTRUCTION AND TRIM. STEEL, 4 WHEEL BALLBEARING TROLLEYS TRAIL JAMB N/A 3. WALL CONSTRUCTION AT JAMBS MUST BE ADEQUATE FOR SECURING BAFFLE JOINTS MUST BE TAPED AND SPACKLED BY GC JAMBS,AND WITHSTANDING FOR EXERTED BY EXPANDABLE PANEL. PANELS 9'-4" 4. SM INDICATES SureSet MANUAL BOTTOM SEALS. LEAD JAMB 9'-4" V INDICATES OPERABLE PANEL&BOTTOM SEAL OPERATOR HOLE. SureSet AUTOMATIC TOP SEAL BUTT HINGES OPERATING RANGE: 1.37" ±.19" / 6.HINGE POINTS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. 2. OP-01 PANEL - WEST *FABRIC/TRIM FINISH TBD PANEL AS SPECIFIED (PROVIDED BY SCALE: NOT TO SCALE MODERNFOLD) 1 PROJECT NUMBER 219054 HINGE PANEL JOINT SureSet MANUAL DROP SEAL OREGON PROVIDES 2"OPERATING u CLEARANCE (+.50"-1.50") ACADEMY OF FLOOR CONDITION TO BE IN ACCORDANCE W/ASTM E557. • GENERAL FINISHED ,, FLOOR DENTISTRY T.I. VERTICAL SECTION 13333 SW 68th Parkway Suite 010 1. MOVEABLE PARTITION DETAILS / 3'-2" / PANEL ELEVATION -SIDE "L" Tigard, Oregon 97233 SCALE: NOT TO SCALE MINIMUM DEPTH 2'-8" STACK ri DEPTH I `• Li BYMo j TYPE ODII PERNFOLDOCKET DOOR z SIDE"R" SMS „ MS `` n in z c2 W i; SIDE"L" N Z 0 0 0 - 1 • I 4 4'-1.38" 0.25" , (3'-5.88") / 3'-10.62" / 15'-6.50" . 1.25" SHEET TITLE: BULB EXPANDABLE PANEL NO. 2 INTERMEDIATE PANELS JAMB SEAL PANEL MOVEABLE t 23'-8"V.I.F. INSTALLATION WIDTH PARTITIONS ARCHITECT/GENERAL CONTRACTOR NOTES PANEL PLAN crl t? 1. MINIMUM DIMENSIONS PROVIDE FOR CLEARANCE FROM ALL ADJACENT DETAILS o CONSTRUCTION/FIXTURES FOR ADJUSTMENT,OPERATION,AND SAFETY. r 2. GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL STRUCTURAL o SUPPORT,ADJOINING CONSTRUCTION AND TRIM. 3. WALL CONSTRUCTION AT JAMBS MUST BE ADEQUATE FOR SECURING FABRICATION H EIGHT p JAMBS,AND WITHSTANDING FOR EXERTED BY EXPANDABLE PANEL. 0 TRAIL JAMB N/A Q 4. SM INDICATES SureSet MANUAL BOTTOM SEALS. i I o T INDICATES OPERABLE PANEL&BOTTOM SEAL OPERATOR HOLE. PANELS 9`-4" DRAWN. a LEAD JAMB 9'-4" KAL v 6.HINGE POINTS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. DATE ISSUED: E 3 o 3. OP 02 PANEL EAST PERMIT SET 04.01.2019 a - FABRIC/TRIM FINISH TBD a SCALE: NOT TO SCALE O v h a a Sy m 0 C c 0 0 9' a ._ _ SHEET: A983 E a LRS Architects,Inc.©2019 a 0 CJ _ T W I3C C Y . t r Y . ) ABBREVIATIONS STRUCTURAL NOTES CONSTRUCTION OBSERVATION, INSPECTION AND TESTINGII A.B. ANCHOR BOLT ARCH I T EARCHITECTS A.F.F. ABOVE FINISH FLOOR 01.0 GENERAL NOTES A. GENERAL T NW $, ALT ALTERNATE ARCH ARCHITECTURAL 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes 1. Independent testing lab to be retained by owner to provide inspections and special inspections as Suite 35Q322t3O77 0 BD BOARD to the extent shown. described herein. BLDG BUILDING 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of 2. Contractor is responsible to coordinate and provide on site access to all required inspections and INWW.Ir:+.sa..�ri1�:r colt BLKG BLOCKING openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify notify testing lab in time to make such inspections. BM BEAM owner's representative of any discrepancies. 3. Do not cover work required to be inspected prior to inspection being made. If work is covered, uncover B.N. BOUNDARY NAILING 3. Construction means, methods and all necessary temporary support prior to completion of vertical and as necessary. B.O.F. BOTTOM OF FOOTING lateral load systems is the sole responsibility of the contractor. 4. The contractor shall correct all deficiencies noted in the special inspection reports and/or the SOT BOTTOM 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. engineers field observations reports to bring the construction into compliance with the contract ' ,a PROP k.BEARING ,t.• S 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code" (OSSC) as documents, addendum, RFI's and/or written instructions. The contractor is responsible to request '� C,1N S,. BTWN BETWEEN l� C CAMBER amended by all other state and local codes, permits, and building department requirements that apply. summary reports from the special inspector and engineer of record at the time of the project w-a �s 'A O. C.J. COLD JOINT 6. Where reference is made to ASTM, AISC, ACI or other standards,the Code referenced issue shall substantial completion. Prior to requesting the Summary Structural Observation Report from the • .38PE '' CL CENTER LINE apply. engineer of record the contractor shall submit to the architect and engineer of record a letter stating ----- ,-- C CLR CLEAR 7. Design Criteria: that all outstanding items noted on previous Structural Observation Reports have been completed in Jr OREGON CMU CONCRETE MASONRY UNIT accordance with the contract documents, addendum, RFI's, and/or written instructions. C?,l, `tox, 'tdN� CNTR CENTER Table 1604.5 Risk Category II "�,h, t3, cb'�!"' COL COLUMN Partition Self weight 11.9 psf B. STRUCTURAL OBSERVATIONS �i11r TYLeik CONC CONCRETE Live load (lateral) 5 psf per 1607.14 engineerrepresentativerequiredj CONN CONNECTION Seismic Mapped spectral response, Ss and S1 0.975 and 0.422 1. Structural observations bythe of record or his shall be at the EXPIRES: "2 . 1,113. CONT CONTINUOUS Site class D following times during construction: COORD COORDINATE Seismic importance factor, IE 1.00 a.Upon completion of structural work, before installation of operable partition. C.P. COMPLETE PENETRATION Spectral response coeff., SDS and SDI 0.722 and 0.444 2. The contractor shall notify the engineer of record four(4)calendar days in advance of above times CTSK COUNTERSINKSeismic design category D requiring site observation. DBL DOUBLE DET DETAIL CONSULTANT: D.F. DOUGLAS FIR 8. Mechanical equipment, mechanical and sprinkler piping larger than 2 inch diameter or other items C. SPECIAL INSPECTIONS DIA DIAMETER producing a hanger load over 50 lbs. shall be hung by a system approved by the owner's representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to Required special inspections shall beperformed byan independent special inspectorper Section 1701 of DIM DIMENSION q p p p p P � DIR DIRECTION transfer these loads to the main structural beams or walls unless otherwise approved. the International Building Code (IBC)for the following: 1,2,3 In W DL DEAD LOAD 9. Brace all mechanical and electrical equipment, piping, etc. to the top of structural members to resist bawd lateral forces as specified in Section 13.6 of the current edition of ASCE 7 using a system approved do DITTODP DEEP by the mechanical or electrical engineer respectively. Item Continuous4 Periodic4 Comments DWG DRAWING 10. Details shown on the drawings are intended to apply at all similar conditions and locations. Concrete: Table 1705.3 6443 SW Beaverton-Hillsdale Hwy,suite 210 EA EACH 11. Do not scale information from drawings. Portland,Oregon 97221 E.J. EXPANSION JOINT Inspect hole size, depth and cleanliness and ph:503.203.8111 (x:503.203.8122 ELEV ELEVATION installation per manufacturers recommendations X www.wdyi.com EMBED EMBEDMENT 03.2 CONCRETE ANCHORS of all anchors installed in hardened concrete E.N. EDGE NAILING (post-installed anchors) EQ EQUAL 1. Screw Anchors: Simpson Titen HD, Hilti Kwik HUS-EZ or DeWalt Screw-Bolt+. E.W. EACH WAY a. Install to clean, dry holes to embed depth +1/2" as shown on drawings. Comply with EXIST or(E) EXISTING manufacturer's ICC ES report for hole diameter. If embed depths are not shown, use EXP EXPANSION manufacturer's minimum depths. I Structural Steel: EXT EXTERIOR b. Do not cut main reinforcing or break out back surface when drilling holes. ( Material verification per IBC Table 1705.2 FC FACE c. Tighten the anchor into the base material until the head contacts the fixture. FDN FOUNDATION d. Provide standard washer under heads in contact with wood. I Inspection of high strength bolting F.F. FINISH FLOOR e. Special inspection of holes is required prior to installing screw anchors. See the Special Inspection F.O.C. FACE OF CONCRETE section of these notes. I a. Bearing type connections X F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD ( b. Slip critical connections X See footnote 6 F.O.SH. FACE OF SHEATHING 05.0 STRUCTURAL AND MISCELLANEOUS STEEL FS FAR SIDE Inspection of welding See footnotes 7, 8 and 9 FTG FOOTING 1. Detailing,fabrication and erection shall conform to the Steel Construction Manual of AISC. a. Structural Steel GA GAGE OR GAUGE 2. The contractor shall be solely responsible for all OSHA requirements for safety and erection including, GALV GALVANIZED but not limited to, erection bolts, bracing,fall protection, guard rails, etc. 1. Complete&partial penetration groove GEN GENERAL 3. All steel for wide flange shapes shall be ASTM A992, Grade 50. All steel for plates in moment welds X See footnote 10 G.L. GLUE LAMINATED resisting frames shall be ASTM A572, Grade 50. All other steel to be ASTM A36. GLB GLUE LAMINATED BEAM 4. All structural tubing shall be ASTM A500, Grade B,fy=46 ksi. 5.Single-pass fillet welds <_5/16" X GYP WALL BD GYPSUM WALLBOARD 5. All welds shall be made by Pre-qualified Welders to AWS Pre-qualified Welded Joint Standards. H.C.A. HEADED CONCRETE ANCHOR a. Prior to beginning and during welding, all requirements of the'Special Inspection' section of these Special Inspection Program Footnotes HDR HEADER notes shall be met. 1. Items checked with X shall be inspected in accordance with IBC Chapter 17 by certified special HGR HANGER b. Filler metals shall meet AWS A5 specifications. Electrodes shall be 70ksi which are compatible inspectors from a testing agency approved by the building official. 02019 wov,INC. HORIZ HORIZONTAL with the base material,welding process and position. Provide low hydrogen electrodes for SMAW. 2. Special inspection is not required for work performed by an approved fabricator meeting the HT HEIGHT Meet minimum toughness CVN value of 20 ft. lbs. at-20 degrees Fahrenheit for all welding of INT INTERIOR moment frames and full penetration welds. Do not mix weld electrodes that reduce the CVN value requirements of IBC Section 1704.2.5.2. PROJECT NUMBER 219054 INFO INFORMATION of the weld. 3. The special inspector shall provide a copy of their report to the owner, architect, structural engineer, JST JOIST c. GMAW field welding not allowed. GMAW shop welding using short circuiting transfer is not contractor and building official. JT JOINTallewed. 4. Continuous special inspection means full-time observation of the work requiring special inspection by OREGON an approved special inspectorpresent in the area where the work is beingperformed. Periodic LBS or# POUNDS d. Preheat and interpass temperatures are to meet AWS requirements. pp p p LL LIVE LOAD special inspection means part time or intermittent observation of the work at intervals necessary to ACADEMY OF e. Unless otherwise noted on drawings, provide AISC minimum weld sizes for all welded joints. confirm that work requiring special inspection is in compliance.LLH LONG LEG HORIZONTAL f. SMAW is not allowed to be placed over FCAW on pre-existing structural steel welded connections. q g p p p LLV LONG LEG VERTICAL5. Not used. Use only FCAW on pre-existing structural welds unless contractor provides material testing of 6. Inspect the surfaces and bolt type for conformance toplans and specificationsprior to start of bolting. GENERAL LSL LAMINATED STRAND LUMBER p Yp p existing structural welds to confirm SMAW was used. Use snap-off bolts and observe all bolts for conformance. Bolts snapped LAMINATED VENEER LUMBER p- off inside nut are to be 6. High strength bolts shall be ASTM A325X.When A325N or A325X are called for, bolts are to be laced. DSIV T/S TRY T MFC,MANUF MANUFACTURERrep installed to a"snug tight"condition and torqued to 50 ft. lbs.Where A325SC bolts are called for use MATE MATERIAL 7. All structural shop and field welds shall be visually inspected. The special inspector need not be = . MAX MAXIMUM snap-off bolts. continuously present during welding, except as noted, provided the materials, qualifications of welding M.B. MACHINE BOLT procedures and welders are verified prior to the start of work; periodic inspections are made of work in 13333 SIN 68TH Parkway MECH MECHANICAL progress; and a visual inspection of all welds is made after completion or prior to shipment of shop MIN MINIMUM welding. Suite 010 (N) NEW 8. The contractor shall submit a'welding procedure specification'(WPS) in accordance with AWS 5.1.2 Tigard, Oregon 97233 N.A. NEUTRAL AXIS for review by special inspector prior to beginning work. The WPS shall include all information N.S. NON-SHRINK recommended in the sample form of Appendix E of the AWS code including recommendations from N.T.S. NOT TO SCALE the electrode manufacturer, proposed method of base metal preparation, back gouging sequence, O.C. ON CENTER method of placement of new weld material, backer plate and runoff tab removal and final finishing. O.H.or OPP OPPOSITE HAND 9. The inspector shall verify welder qualifications,WPS, welding process, electrode, assembly P.A.F. POWDER ACTUATED FASTENER configuration,fit-up tolerance(1/16 inch max.), preheat and interpass temperature and preparation of PERF PERFORATED all steel surfaces. PL PLATE 10. 100 percent of complete penetration groove welds on material greater than 5/16-inch shall be tested PLYWD PLYWOOD by ultrasonic testing. The ultrasonic testing rate may be reduced to 25 percent for each individual P.P. PARTIAL PENETRATION welder after 40 welds tested. If 5% or more welds are rejected, then provide ultrasonic tests on all PSF POUNDS PER SQUARE FOOT complete penetration groove welds. In addition, 25 percent of complete penetration groove welds on PSI POUNDS PER SQUARE INCH material 5/16 inch or less shall be tested by ultrasonic testing. If any weld is rejected,then provide P.T. PRESSURE TREATED ultrasonic testing on all complete penetration groove welds. REINF REINFORCEMENT/REINFORCING . REQ'D REQUIRED SHTG SHEATHING SIM SIMILAR S.O.G. SLAB ON GRADE SPECS SPECIFICATIONS SQ SQUARE S.S. STAINLESS STEEL STD STANDARD STL STEEL SHEET TITLE: STRUCT STRUCTURAL SW SHEAR WALL STRUCTURAL T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING NO TES T.O.J. TOP OF JOIST Y T.O.S. TOP OF SLAB OR STEEL T.O.W. TOP OF WALL oiN. T&G TONGUE AND GROOVE 0, TYP TYPICAL a, U.O.N. UNLESS OTHERWISE NOTED N VERT VERTICAL N W.J. WET JOINT k 1 W.W.F. WELDED WIRE FABRIC DRAWN BY: W/ WITH O W/O WITHOUT DATE D: # POUNDSor NUMBER 01 • +/- PLUS or MINUS PERMIT SET 03.29.2019 :n 0 C m 3 U 2 O v Cu U N C O 0 SHEET: silo 0 _ Q LRS Architects,Inc.©2019 0 O - 0 0 -. 0rn a LIES ARCHITECTS 720 NW DaVis 50322t.1121 !P Sui6s 300 503E712077 ❑ Portant* OR 97200 WWwJ,1.1.. . ..how HSS31/2x31/2x1/4 (4) PLACES 4 PARALLEL BRACE ,n pRop PER 3/S3.0 (4) PLACES �¢ GNe �i�+i 6 38PE T. ' S3.0 , +0► OREGON b �-v ,rih.e,,,,, 13,1��0• IEXPIRES:)2.•73t•tblci I. CONSULTANT: 53.0 TYP I, WDY c+,-;,ct!ii-.-4 •Civil E!,9in _ : 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, Oregon 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com ^rye,' LATERAL BRACE PER 21S3.0 ' S3.0 TYP • AT EACH END AND THIRD O', POINTS±. SPACE AND ORIENT ,'' . TO AVOID (E) PLUMBING AND ' • MECH TYP (8) PLACES 6 , S3.0 . , '/" % '' ' ' , ©2a191NDY,INC. Air A. 4/ ,' PROJECT NUMBER 219054 � Al' ' Agrr •� OREGON ACADEMY OF .....-4111b-�+ © 4�"%',' GENERAL we 53.0 0,' " DENTISTRYT.1. , -4111kb-�+ iPi 13333 SW 68TH Parkway Suite 014 Tigard, Oregon 97233 I,, 1i , , /, '::: '' AREA OF WORK OAVAILABLE ALTERNATE BEAM W18x40. CONTRACTOR TO FIELD ' ��...../ VERIFY EXISTING CONDITIONS. �` � CONFIRM WITH ARCH AND MECH. 1� ` ,' I • ,411 / 1 III ;17....**--'.....-"%.. 111 alk 41 111 S3.0 11 ' / — SHEET TITLE: �111 +`�� — PARTIAL ARTIAL PLAN 1111 p 0 X111 1 Y 2 n N DRAWN MY: a 1. PARTIAL PLAN DATE ISSUED: N SCALE: 3/8"= 1=0" PERMIT SET 03.29.2019 o KEY PLAN Q coQ N 0 O N U IG U in c 0 f d SHEET: S 2■ 0 0 0 LRS Arch,tects,Inc ©20/9 0 0 to0 0 rn 115 0 1 • 1 r //1 1/2" 11 r 1 3/16 V • ARCH ARCHITECTS • • i 720 NW Dais 503 1,1121 g m 300 50322/2077 D • • EXISTING CONC FLOOR \ EXISTING CONC FLOOR \ Reiland OR 97200 WWW.1440,••,l. :co4Tt ° Zi 4 • ° a 4 ,, ° LI a , 4 4 °• • 4 4 4 10' a - •• _ d 4 Ni a • 3. " C 4 . SECTION la-la 4 a. 1" . L8 x 4 x 7/16 x 0'-3" CLIP (LLV)W/(1) 3/8" ,�,} PROP &,HD W/3" MIN EMBED TYP rr_:1 �' / BEAM PER PLAN ° i'67.<"((iN4.ORGi3G7OP:'N4174$:.!lb ° • a L3x2x1/4BRACE (LLV) L4x4x1/4x0'-8" CLIP _ _ W/ 1/2' DIA THRU s 1/4"STIFFENER �' _ , d ,, W/ F,o �'QDE � � BOLTS EACH END 2 MAX (2) 3/8" TITEN HD � PL EA SI 4 1/2" LR 1 1f4 CLR 4 1 W/3" MIN EMBED �-, r. �s,�° 0� r —�-- AIS TYi iS NOTCH CORNERS ♦ —,-- � --ti- - - - - -- - - _,_ AS REQUIRED ( /• —r- 2-0 ± ,�, 1 E?CPIRES. 2. 3 •z1�I'i j. N%,v , PLATE\ 1> �_ _1 i = J i 3/16 V aV1 VERTICAL / TO BM/3116 /� _ 1/2"x 4"x 6" PLATE I I ' SLOTTED L4 x 3 x 1/4 BRIDGING AT BM CL 1 b HOLE / (LLV)Wf 112" DIA THRU PL 112 x BEAM WIDTH �,/ I 1 112" `V--'--- -- /" BOLTS EACH ENDX " 1LTANT; x0'-10"W/(4) 1/2" DIA WEB STIFFENER AT BOLTS AT STD GAGE (N) PARTITION L3 x 2 x 1/4 BRACE(LLV) BRACE SEE Ark 1a 1a ,\ BEAM PER PLAN `` W11/2" DIA THRU BOLTS 2 MAX EACH END ` S3.0 Itni W DY 1 ...--"-.---COLUMN / 1 �f PER PLAN / WEB STIFFENER Structural I I •Civil Enyine. SECTION lb-lb j I BEAM PER PLAN FOR BRACE INFO 6443 SW Beaverton-Hillsdale Hwy,suite 210 • 3/16" STIFFENER PL EA SIDE, NOT NOTED SEE Portland, Oregon 97221 (3)SIDES NOTCH CORNERS AS REQ'D, COLUMN PER PLAN DETAIL 2/S3.0 ph:503.20W;8�1Wd�x.5o0t3.203.8122 TYP / 3/16 V FIELD INSTALL TO ALIGN WITH . (N)ANGLE BRACE ABOVE 1. BEAM / COLUMN CONNECTION 2. LATERAL BRACE TO (E) JOISTS 3. PARALLEL BEAM BRACE i". 1....0" 1"= 11-0" 1"= V-0" BASE PL3/4x4x1'-0"W/ (2)3/8" DIA TITEN HD BASE PL 3/4 x 12 x 1'-4" ,2 3/4" ANCHORS (2 1/2" MIN 3/16V W/(4) 3/8" DIA TITEN HD f ' EA WAY EMBED) ANCHORS(2 1/2" MIN 1 TYP EMBED) EXISTING CONC WALL --\ / • • • 0 • - /EQ HSS COL, SEE PLAN� 4d aQ I4 `EQ "-....''"{c1 • r S \ I . , I HSS COL, SEE PLAN 1 112" a 1 (N) PARTITION BEAM TYP WALL PER ARCH —1 SECTION 5-5 3/16 1/ / C'1 PROVIDE DBL NUTS SECTION 6-6 i., AT STEEL BEAM • ©2019 WDY,INC. �4, .+ I PROJECT NUMBER219054 n.r-- 1 ,iib_i‘ _ ♦ ,+ � � I \ 51 15 1 �, 1 1 6 I 16 OREGON t * HANGER RODS BYEXISTING SLAB ±3/4" N.S. GROUT EXISTING SLAB ±3/4" N.S. ACADEMY OF N MODERN FOLD FIELD VERIFY 4" FIELD VERIFY 4" GROUT MODERN FOLD MIN THICKNESS MIN THICKNESS GENERAL I HANGER BRACKET � J ., , CONTRACTOR TO CONTACT MODERN ) 4i - DENTISTRY T.I. Q= • FOLD TO PROVIDE FIELD DRILLED d" ~` ":. 4d :a_• . v n" ° �d 4 BRACKET HOLE LOCATIONS ° :"� " " . - . '" .• _ 4 ""�I •• '': 4; 13333 SW 68TH Parkway -IEIi�_ ;Iilli Suite 010 MODERN FOLD TO PROVIDE SHOP Tigard, Oregon 97233 DRAWING FOR COORDINATION 4. PARTITION BEAM AT EXISTING BRIDGING 5. COLUMN BASE PLATE 6. COLUMN BASE PLATE 1"= 1,-0. 1"= V-0" 1"= 1•-0" SHEET TITLE: DETAILS ti o •- 1 M DRAWN 3Y: t cr, MTE ISSUED: 0 N N PERMIT SET 03.29.2019 M IA ci 8 0 ,- of fMn i 0 M 9 3 2 C Q 0 o y SHEET: l OLRS Architects,Inc.®2019 0 w or rn rn O 9 a