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Plans 4,, . LES Paulson 'sFloor Coverings ARCHITECTS 720 NW Davis 503.221.1121. Office Relocation SMOe 300 503 221.2077 D ParOend OR 97202 vAwdrisarchitsclamom 11565 SW HALL BLVD, SUITE 180 al� �A TIGARD, OR 97223 `, '� FINAL REVIEW SET 10.21. 19 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY BUILDING OWNER: I.GENERAL INFORMATION: 5.ACCORDING TO SECTION 101.4,DURING A BUILDING 2.PROVIDE EMERGENCY EGRESS LIGHTING FOR THE //�� Paulson's Floor Coverings, Tyler Paulson:TylerP@paulsonstc.com ALTERATION,RENOVATION OR REPAIR,ALL EXISTING EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. n l ( ,.� 1,`s C� i 0855 SW Cascade Ave. PROJECT NAME PAULSON'S FLOOR COVERINGS- UNALTERED PORTIONS OF THE BUILDING AND MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 090 V 000 J OFFICE RELOCATION BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE Tigard,Oregon 97223 PROJECT ADDRESS:11565 SW HALL BLVD IN COMPLIANCE WITH WITH OEESC. LENGTH OF THE PATH.CONNECT TO BUILDING Telephone(503)620-7080 SUITE 180 ELECTRICAL SYSTEM ��rrgq TIGARD,SISS SIBSO97223 N.BUILDING STANDARDS: 3.PROVIDE EC EXIT SIGNAGE EXIT SUP SHALL BE . �' ',raw MAP/TAX LOT' 18135ODO OREGON I•jXn.�4A Sav BUILDING TYPE TYPE V-B CONNECTED TO BUILDING POWER SUPPLY WITH ARCHITECT: II.APPLICABLE CODES: BUILDING OCCUPANCY:B BATTERY BACK-UP FOR MIN 7-12 HOUR DURATION. LRS Architects,Inc. Peter Kim.PKim@Irsarch0ects.cam TOTAL BUILDING FLOOR RENTABLE AREA:+/9,994 S.F. 4.PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS 720 NW Day*Suite 300 2012 INTERNATIONAL BUILDING CODE(IBC) AS REQUIRED. 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) AREA OF WORK: 5.SURVEY IXISTING CONDITIONS OF ENTIRE FLOOR J A N 2 8 20 2 Portland,Oregon 97209 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) TENANT AREA:+/-5,000 S.F.(MAIN) THAT PROJECT OCCURS,AND PROVIDE NOT LESS 0 Telephone(503)221-1121 2014 OREGON FIRE CODE +/-1,378 S.F.(MEZZANINE) THAN ONE APPROVED FIRE EXTINGUISHER WITH 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE TOTAL TENANT OCCUPANT LOAD:84 RATING OF NOT LESS THAN 2A 10BJC FOR EACH 1,500 (OEESC) SF OF FLOOR AREA OR FRACTION THEREOF TRAVEL �'' ��"`1p. GENERAL CONTRACTOR: 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) V.ADA ACCESSIBILITY UPGRADES: DISTANCE TO AN EXTINGUISHER FROM ANY PORTION CITY O F TIC-° R J..S 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) UPGRADES REQUIRED: OF THE BUILDING SHALL NOT EXCEED 75 FEET �.v��' P NG �,` i,,,. Paulson's Floor Coverings Jess Gilchrist:JGilchrist@paulsonsfc corn 2009 ANSI A117I 1. VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH P+`•.jJ E` �jO 10855 SW Cascade Ave. CURRENT CODES.PROVIDE NEW FIRE EXTINGUISHER 2.REMOVE TOILET PARTITION TO OPEN UP THE EXISTINGTigard,Oregon 97223 M.OREGON ENERGY EFFICIENT SPECIALTY CODE RESTROOM AT ALL EXISTING CABINETS WHERE MISSING.ALL 1. EXTERIOR ENVELOPE NO CHANGE TO EXISTING REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE Telephone(503)620-7080 ENVELOPE.IF EXISTING EXTERIOR WALLS,CEILING 3.RECONFIGURE EXISTING RESTROOMS TO PROVIDE INSPECTED AND/OR RECHARGED,AS NECESSARY, OR ROOF CAVITIES BECOME EXPOSED DURING THE BETTER FLOOR CLERANCE JUST PRIOR TO SUBSTANTIAL COMPLETION. /�TTT i✓O t Yy ALTERATION,THEN CAVITIES ARE TO BE INSPECTED OIN,IN,ji FOR THERMAL INSULATION. 2.INTERIOR LIGHTING:PROPOSED NEW INTERIOR VI.EMERGENCY SYSTEM STANDARDS: DRAWING INDEX LIGHTING IN COMPLIANCE WITH OEESC. 3.EXTERIOR LIGHTING:NO CHANGE TO EXISTING 1. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL SHEET NAME EXTERIOR LIGHTING. STROBE SYSTEM'PROVIDE CODE MINIMUM 4.MECHANICAL:NO CHANGE TO EXISTING MECHANICAL CORRECTIONS AS REQUIRED.IF A SYSTEM DOES NOT PROJECT NUMBER: 219257 A001 COVER SHEET SYSTEMS. EXIST,DO NOT ADD ONE. A002 CODE ANALYSIS PLANS Paulson's Floor A100 REFERENCE-ACCESSIBLE COMPLIANCE Coverings- Office A201 DEMOLITION 8 FLOOR PLANS A202 REFLECTED CEILING PLANS GENERAL NOTES SCOPE OF WORK Relocation A301 INTERIOR DETAILS THE SITE PLAN AND SUITE LOCATION PLAN ARE FOR REFERENCE ONLY.SEE INTERIOR TENANT IMPROVEMENT ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.THE MAIN FLOOR: 11565 SW Hall Blvd, • A302 INTERIOR DETAILS PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT CONVERT PREVIOUSLY VOCATIONAL TRAINING FACILITY.BELLA INSTITUTE-SCHOOL OF COSMETOLOGY-TO IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. STANDARD OFFICE SPACE.REMOVE EXCESSIVE SINKS AND CASEWORK.PROVIDE LARGER OPENING BETWEEN Suite 180 57.0 PARTIAL ROOF FARMING PLAN AND DETAILS SUITE ENTRY AND NEW DESIGN CENTER.CONSTRUCT FEW NON-BEARING INTERIOR PARTITIONS TO CREATE A Tigard,Oregon 97223 FEW ADDITIONAL OFFICE SPACES. g .g 52.0 FRAMING AND LAYOUT PLAN MEZZANINE FLOOR: BUILD-UP A PORTION OF PARTIAL-HEIGHT WALL TO BOTTOM OF CEILING ABOVE.INSTALL NEW WINDOWS WITH TEMPERED GLASS TO PROVIDE ADDITIONAL SOUND BLOCKING.OTHERWISE.TAKE THE SPACE AS IS, UNDER SEPARATE PERMIT (DEFERRED SUBMITTALS) MECHANICAL SYSTEMS I I ELECTRICAL SYSTEMS,INCLUDING EGRESS LIGHTING / y FIRE ALARM Q vaR+.xry,, npppp _. x c .. _.. osrs, a a � G e w,,.�. SHEET TITLE: L G ) 6 ri- Cover Sheet f iiiiill g DRAWN BY: PMK _ i. P "... DATE ISSUED 10 21.19 8 0 m FINAL REVIEW SET 10.21.2019 N N PERMIT SET 10.22.2019 a t 1. VICINITY MAP (ID 2. SITE PLAN ESCALE NOT TO SCALE SCALE'NOT TO SCALE .OD A001 ya a7.1 ORS aM.Inc.o 2019 B E a L PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY(SEE EGRESS PLAN BELOW) LEGEND(SEE EGRESS PLAN BELOW FS Q (PER TABLE 2902.1) " (E)SHARED EXIT ACCESS TRAVEL DISTANCE FROM MOST WATER CLOSETS LAVATORIES DRINKING REQUIRED EXITS PER SECTION 1015 E AREA OF WORK ARCHITECTS OFFICE REMOTE POINT PER TABLE 10162: LEVEL OCCUPANCY FIXTURES FOUNTAINS OCCUPANCY SPRINKLERED REQUIRED PROPOSED ---- 44"MIN EXIT EGRESS PATH 20/ MALE FEMALE MALE FEMALE 2 ALLOWED DISTANCE 2(11Y MAX.LENGTH(NON-SPRINKLERS) B N 2 5 B OCCUPANCY GROUP �NW( SI S¢t711.1121 R �J ACTUAL DISTANCE=SB-3"+iB-0"(STAIRS)+12'-0"(MAIN FLOOR) REQ 1 i 1 i - �� 503221.2077 D r- J =APPRO%.84'S" i B PROP 3 SHARED UNISEX 3 SHARED UNISEX - Portland OR 97209 w,w,w,IIWL♦IReL78.a01P X ROOM OCCUPANT LOAD PER SECTION 1004 MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.21 REQ i i 1 i - (XX) ACCUMULATIVE OCCUPANT LOAD 11 I -O- \ (El DECK MEZZ B PROP 1 SHARED UNISEX 1 SHARED UNISEX - OCCUPANCY SPRINKLERED REQUIRED PROPOSED L B N 67'-2" 77'-S" UO UNOCCUPIED SPACE I EJ NOTE COFFEE . REMOVING 10 SINKS,5 PEDICURE SPA CHAIRS 6 2 WASHERS.CAP PLUMBING PIPE INSIDE WALL OR UNDER THE ® 0+ EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW -4F� A L_i 202 FLOOR.CITY OF TIGARD TO PROVIDE CREDIT FOR SDC. WHERE OCCURS AT ALL EXITS,EVERY 100'IN (r.{F>` -`�iL (E)SHARED �, B EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PER CORRIDORS,AND IN SPACES WHERE 2 MODES OF J� �� OFFICE �- Ae� TABLE 1016 2 EGRESS ARE REQUIRED PER SECTION 1011.(REFER CIF C.man11 �y 4 IMI• TO ELECTRICAL DRAWINGS FOR MORE I! I 0 OCCUPANCY SPRINKLERED REQUIRED PROPOSEDINFORMATION). -� POCHE INDICATES"Bar SIDE ,j//„-t j: r' B N 200'MAX 113'-2" OF SIGN.SIGNS SHOWN IN CORRIDORS ARE . "�' -l.)I (E)OPEN CEILING HUNG.SIGNS SHOWN ON WALL ARE WALL �(�fORDAlU.6 OFFl101 HUNG. ./�.R 6A$ 4 7 Jlrig 2 COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT '"$I�/L�r OF - Hq(LEL)) BEFORE 2 WAYS PROVIDED PER TABLE 1014 3 E REQUIRED EXIT v( .ro] OCCUPANCY SPRINKLERED REQUIRED PROPOSED 1 B N 75'MAX 57'4" S CONSULTANT: COIL- OFFS COMMON PATH OF EGRESS TRAVEL -1 2 SPACE WITH ONE MEANS OF EGRESS PER TABLE 1015.1' DISTANCE FROM MOST REMOTE POINT 75'MAX.(NON-SPRINKLED)PER TABLE 10143: OPEN TO MAX OCCUPANT LOAD ALLOWED:49,ACTUAL LOAD=3 ACTUAL DISTANCE=40-2" BELOW __._. _ (I �MO EXISTING HANDRAIL WOOD CAP ON TOP OF EXISTING Il\ �_ _�t--. (14) LOG 1 i I ,—AREA OF WORK PARTIAL-HEIGHT WALL AND BUILD UP NEW WALL TO BOTTOM OFCRs. -I (E)B STRUCTURE ABOVE.INSTALL NEW TEMPERED GLAZE WINDOWS. 1- 1(N E- . MOTH I SEE INTERIOR DETAILS 4/A301 6 4/A302 FOR ADDITIONAL / \ INFORMATION J. 2 r ) T i / \ 1 (REMARK I / N T/A(LL L -- IrFe LL ' �(Xl) / \\ 1e ��\ / 2. MEZZANINE FLOORCD , N)1E5/GN I 1 / 12 CEN7ER� i \\ / OFFlC� E) ro SCALE.1B"=1'-0'• I R)N STOR (E)BLOF 1 \ ` '/ 1I5 C ` / ELEC L _ v oFF'f�II \\� OFFICE Sc; COMMON PATH OF EGRESS TRAVEL I \ , DISTANCE FROM MOST REMOTE POINT 1 (. rs a \ 75 MAX.(NONSPRINKLED)PER TABLE 10143, B ACTUAL DISTANCE=34,1OUT-PATIENT I1 DENTALCLINIC - /COLLAN) II / OFFIEI_ G __ � _.J \ ,,yam (N) 1,4T s \ BREA / N:STAFF \\ ,�4/ \\` {/ PFi0.1ECT NUMBER: 21925] - I / L — — — ��� �� vH( �� " DFF� �40 � PdU1SOn4S FIOOr _ r �\��� ��'/HAL r 2 r / Coverings- Office �� �� �� ��; L� / Relocation i 7ARE �� fe / jj ENTRY \ f/.''1 1 i (/ 11565 SW Hall Blvd, 1 aMv.ID�I 4 • \ \/ �+\\ b I \ MINIMUM DISTANCE ALLOWED BETWEEN EXITS Suite 180 7 c �\ \� O \ O PER SECTION 1015,2.1 EXCEPT.2(NONSPRINKLED)' 1 `� / ALLOWED DISTANCE'134'4'(DIAGONAL DISTANCE)/2= Tigard,Oregon 97223 - -- r L / �Ay d ®q , SHARED LOBBY / ® \\�OFFICE\.� \ 67-2'MIN.ACTUAL DISTANCE=7T-e" O d l \\ \I \ .4 \ \ — _ 13) �f 1A,(E1` // \ Q I \\(")O FILE //^" \\ `'A \ 118 BI 4 \ • OUT-PATIENT /j \ CLINIC / ` \\ \\ (NOFFICE \ / OFFCE _7 �F \ \/ (Ni \\ \ 3 22 44_ O N>' / / OUT-PATIENT \ \\ \ \(NE/ - DENTAL CLINIC \ R COMMON PATH OF EGRESS TRAVEL \\\ �ry) / DISTANCE FROM MOST REMOTE POINT \ \� ST(M. / 75'MAX.(NON-SPRINKLED)PER TABLE 1014.3, \ p) 14 __ � _a_: ACTUAL DISTANCE=5T4" O r� (I / SHEET TITLE: I (Cis / \ Code Analysis �O� \ // Plans \ / \ / g0 I , Zi] -1 \ / \ / g \ / DRAWN BY: PMK / D ISSUED: .21 9 I LIt '11-„4 \/ REVIEW SET 09.20.2019 FINAL REVIEW SET 10.21.2019 N PERMIT SET 10.22.2019 1. SUITE LOCATION AND EGRESS PLAN-MAIN FLOOR 0:\ A 002K SCALE 1/B"=1-0" B SHEET: Lrss AO..Inc 02010 • L GENERAL FINISHES INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL FS 47. CLEAN ALL NEWAND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN.ALL SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS 1. THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 23. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES IN IMPROVEMENT AREA DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. THE DRAWINGS AND SPECIFICATIONS.THE PROJECT INTENT IS TO PROVIDE A COMPLETE CAUSED BY CONSTRUCTION OPERATIONS. 48. DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR 71. CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS WHEN SCHEDULING WORK ON ARCHITECTS WORKING TENANT OR BUILDING IMPROVEMENT. 24. PAINT EXISTING WALLS WITH 2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE BALANCING REPORT TO THE OWNER. FIRE SPRINKLER&ALARM SYSTEMS. 710 NW Davis 5032211121 92. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE(IBC),2014 NOTED.SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 49. HVAC CONTRACTOR TO PROVIDE 100%FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE OREGON STRUCTURAL SPECIALTY CODE(OSSC),2014 OREGON MECHANICAL SPECIALTY APPLICATION. THREE CALENDAR DAYS PRIOR TO THE FIRST DAY AFTER SUBSTANTIAL COMPLETION. Sul/•300 503 2Y1.2077 D CODE(OMSC),2014 OREGON FIRE CODE,2014 OREGON ENERGY EFFICIENCY SPECIALTY 25. WHERE ALL NEW PARTITIONS ABUT,JOIN OR CONNECT TO EXISTING SURFACES,WALLS,OR PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS CODE(OEESC),2017 OREGON PLUMBING SPECIALTY CODE(OPSC),2017 OREGON NEW CONSTRUCTION,THE FINISHED SURFACE SHALL BE ALIGNED FLUSH. P0111911d OR 97209 www.Irsardtliacts.com ELECTRICAL SPECIALTY CODE(OESC),2009 ANSI A117.1 AND TO CONDITIONS AND 26. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED ELECTRICAL-DESIGN BUILD 72. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH. SPECIFICATIONS OF ALL GOVERNING AUTHORITIES. TO MEET PAINT READY REQUIREMENTS. DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO THE 3 CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS.VERIFY ALL 27 EXISTING WALLS AND SURFACES SHALL BE STRIPPED,RESURFACED,AND PATCHED AS 50. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD SUBMIT ELECTRICAL DESIGN HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES REQUIRED. TO ARCHITECT FOR COORDINATION WITH ARCHITECT'S DRAWINGS PRIOR TO TO THE ARCHITECT 28. DISPOSE OF ALL PAINT MATERIALS OFF SITE DO NOT POUR DOWN DRAINS,CATCH BASINS, CONSTRUCTION. 73. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT SEE PROJECT PLANS AND _QF� a_ 4. OBTAIN AND PAY FOR ALL PERMITS AND FEES TO COMPLETE THE WORK OBTAIN AND PAY OR IN LANDSCAPING. 51. IF AN OVERRIDE SYSTEM EXISTS,PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH ELEVATIONS FOR ITEMS THAT OCCUR.SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY r��l Akre FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. 29. PROVIDEA FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER FOR FULL-SERVICE BUILDINGS. AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT 5. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD SINK,LABEL ALL LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED. 52. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO 30. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT,SMOOTH SURFACE FINISH TO MATCH NECESSARY TO COMPLETE WORK. 74. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY MICHEUEL MKTS CONSTRUCTION EXISTING ADJACENT SURFACES IN BUILDING,UNLESS OTHERWISE INDICATED. 53, COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT / ,y] 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE.DIMENSIONS ARE TYPICALLY TO FACE OF 31. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY,UNLESS 54. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS. ./2^ FINISH UNLESS OTHERWISE NOTED. OTHERWISE INDICATED.PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT 55. DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO 75. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED 7. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 32. CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH BE PERFORMED TO THE OWNER WITH BID. MOUNTING HEIGHTS. ] c 8. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e.,JACK HAMMERING OR UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BEINSTALLED. 56. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLY AND IS INTENDED CORE DRILLING),OR ODORS(i.e.,PAINTING OR ADHESIVE FROM FLOOR OR WALL TO SHOW FIXTURE TYPES AND LOCATIONS.ELECTRICAL DESIGN IS BY DESIGN-BUILD 76. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND OF COVERINGS),SCHEDULE SUCH ACTIVITIES FOR AFTER NORMAL BUSINESS HOURS. CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS.COMPLY WITH FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES.BLOCKING IS REQUIRED FROM COORDINATE SUCH ACTIVITIES WITH BUILDING OWNER. MECHANICAL-DESIGN BUILD ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO 9. STORAGE OUTSIDE OF BUILDING IS NOT ALLOWED WITHOUT AUTHORIZATION BY BUILDING ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT TUB/SHOWER ENCLOSURES. OWNER. 33, MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD.SUBMIT PLANS AND 57. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLY AND IS I0 OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS,IN INTENDED TO ONLY SHOW SWITCH LOCATIONS.REQUIREMENTS FOR DUAL SWITCHING, 77. FLOOR DRAINS:ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR DAMAGED ON SITE ADDITION,CONTRACTOR SHALL PROVIDE WITH SUBMITTAL(2)COPIES OF A COLORED FLOOR AUTOMATIC AREA SHUT OFF CONTROLS AND ALL OTHER CODE REQUIREMENTS SHALL BE THE OVERLAPPING THE ACCESSIBLE ROUTE FLOOR DRAINS SHOULD NOT BE PLACED IN THIS CONSULTANT: 11. CONTACT OWNER'S REPRESENTATIVE TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT MECHANICAL RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR PROVIDE A MINIMUM OF ONE SWITCH CLEAR FLOOR SPACE EXCEPTION'DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED FOR RETURN. DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED BY PER ROOM,UNLESS OTHERWISE INDICATED. DRAIN HOLES DO NOT EXCEED 1/2"DIA.MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY 12 UPON COMPLETION OF WORK,BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER ARCHITECT PRIOR TO CONSTRUCTION 58. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". KEY ORIGINALS OR CARD ACCESS DEVICES. 34. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 13 WARRANTY ALL PARTS,LABOR,EQUIPMENT AND MATERIAL PROVIDED UNDER THIS NECESSARY TO COMPLETE WORK. FIFTY OR MORE. END OF GENERAL NOTES CONTRACT OF A PERIOD OF ONE YEAR,UPON FINAL COMPLETION OF CONTRACT 35. COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAWINGS. 59. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1 14. SUBMIT SUBSTITUTION REQUESTS ON CS)FORM TO ARCHITECT FOR APPROVAL. 36. COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEM. FOOT-CANDLE AT THE FLOOR LEVEL.PROVIDE EMERGENCY SYSTEM LIGHTING WHERE THE ARCHITECT'S DECISION IS FINAL WHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR 37. DESIGN-BUILD CONTRACTOR SHALL PREPAREA WRITTEN SCOPE OF HVAC WORK WITH BID. EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE SUBSTITUTION THIS IS TO INCLUDE NEW EQUIPMENT,NUMBER OF ZONES,DESCRIPTION AND QUANTITY OF MATCH EXISTING BUILDING STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY 15 APPLICATION OF MATERIALS TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT CONTROLS AND THERMOSTATS,ETC.OWNER WILL REVIEW SCOPE OF WORK PROPOSED SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS. PRIOR TO ACCEPTANCE OF BID. NATIONAL ELECTRICAL CODE. 16. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS 38. DESIGN-BUILD CONTRACTOR TO PROVIDE CERTIFICATION THAT OUTDOOR AIR 80. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING EXISTING TO REMAIN OR TO BE REUSED. REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE ALARM SYSTEM AS REQUIRED BY ADA AND CURRENT OSSSC STANDARDS.PROVIDE 17. ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLY SAFE", TENANT IMPROVEMENT AREA. ADDITIONAL ELECTRICAL SERVICE AS REQUIRED.COORDINATE REQUIREMENTS WITH LOW ODOR,AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 39. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITY AND CONDITION OF SCHEDULED BUILDING OWNER.ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE. CRITERIA MUST BE APPROVED BY THE BUILDING OWNER. EQUIPMENT TO BE RE-USED OR RELOCATED.DETERMINE ITEMS THAT NEED TO BE 81. PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUT AS REQUIRED BY CODE 18. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE OR CLEANING THROUGHOUT REPAIRED OR REPLACED.PRICE THESE ITEMS SEPARATELY AND AS EXCEPTIONS/ 62. VERIFY SERVICEABILITY AND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT AND STRUCTURE DEEMED TO BE A RESULT OF HIS/HER WORK.THOROUGHLY CLEAN PREMISES CLARIFICATIONS IN BID. REPAIR OR REPLACE AS NECESSARY UPON COMPLETION OF WORK,INCLUDING WASHING OF WINDOWS,SO THAT BUILDING IS 40. AUTOMATIC SPRINKLER SYSTEM SUPERVISION ALL VALVES,INCLUDING THOSE IN PITS, 63. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET READY FOR OCCUPANCY BY TENANT INCLUDE CLEANING OF ADJACENT AREAS WITHIN AND SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION WATER PROJECT REQUIREMENTS. AROUND THE BUILDING THAT ARE NOT PART OF TENANT IMPROVEMENTS,BUT WERE FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED)SHALL BE SUPERVISED, 64. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES,UNLESS OTHERWISE INDICATED. AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPERATIONS. AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENT NATIONAL FIRE 65. KNOWN EXISTING(E)ELECTRICAL AND PHONE/DATA OUTLETS HAVE BEEN INDICATED ON THE 19. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DRAWINGS,ALL PROTECTION ASSOCIATION STANDARDS. DRAWING.ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF 41. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITH ARCHITECTS CONTRACTOR. COMPLETION OF WORK.CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF DRAWINGS BY ARCHITECT 66. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS FOR OCCUPANCY NO RETAINAGE SHALL BE RELEASED UNTIL OWNER HAS RECEIVED THESE 42. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES SYSTEMS FURNITURE PRIOR TOINSTALLATION ITEMS. NECESSARY TO COMPLETE THE WORK. 67. SMOKE DETECTION DEVICES INDICATED ON THE DRAWINGS ARE FOR REFERENCE ONLY 20. ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS.PROVIDE ADEQUATE 43. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW CONFIRM SPACING OF DETECTORS WITH DEVICE LISTING. BRACING ON EXISTING CEILING FRAMING SYSTEM PRIOR TO DEMOLITION CONFIGURATION OF FIRE-RATED PARTITIONS. 68 CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED.REPLACE BATTERY AND/OR 21. A TEMPORARY SANITARY FACILITIES WILL BE PROVIDED.CONSTRUCTION WORKERS SHALL 44. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. BALLAST IF NOT IN GOOD WORKING CONDITION NOT USE BUILDING RESTROOM FACILITIES. TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID. 69. COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM 22, KEEP THE ROOF FREE OF DEBRIES(I.E NAILS,SCREWS,BOTTLES ETC.)AT ALL TIME 45. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR PROVIDED BY TENANT VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO TO CONSTRUCTION.REMOVE FILTERS AT COMPLETION OF THE PROJECT INSTALLATION. 46. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. 70. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE AND BREAKER. PROJECT NUMBER 219257 GENERAL ACCESSIBLE NOTES: 1. ALL DIMENSIONS INDICATED ON THIS SHEET ARE CLEAR MINIMUM TO FACE OF FINISH Paulson's Floor TOWEL DISPENSER AND DIMENSIONS TO TOILET ROOM ACCESSORIES ARE TO THE CENTER LINE AS NOTED OR TO WASTE RECEPTACLE THE HIGHEST PORTION OF THE OPENING OR OPERATING DEVICE. Coverings- Office EXIT SIGN HAND DRYER 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT SEE PROJECT PLANS COAT 8 UTILITY CC AND ELEVATIONS FOR ITEMS THAT OCCUR.SEE ARCHITECTURAL PLANS FOR SOAP -q1" GRAB BAR,18"MIN Relocation HOOK ACCESSIBILITY AND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT TYPICAL DOOR • I i DISPENSER EMIqq^^ GRAB BAR,42"MIN 3. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY OPENING q /Y TO RAISED PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF,AS THEY OCCUR PER PROJECT CHARACTERS 12"MAX ACCESSORY ZONE 4. VER/FYACCESSORYSIZEWITHMANUFACTURERTOENSURECONFORMANCEWITH 11565 SW Hall Blvd, \ 0. _ --�„ REQUIRED MOUNTING HEIGHTS. Suite 180 ❑ \ G' 5. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND __ FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES.BLOCKING IS REQUIRED Tigard,Oregon 97223 p f >�p J gpv'j-' FROM STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO rz f O 2 rz 2 II e'i'' -� TUB/SHOWER ENCLOSURES. -CARD U �i U U 4 O p :O 6. FLOOR GRAINS:ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR READER WI ?4 OVERLAPPING THE ACCESSIBLE ROUTE.FLOOR DRAINS SHOULD NOT BE PLACED IN THIS q{T ♦ \ •j, �' f CLEAR FLOOR SPACE EXCEPTION DRAINS MAY RESIDE IN CLEAR FLOOR SPACE PROVIDED ♦ 42"MAX DRAIN HOLES DO NOT EXCEED 1/2"DIA.MAX.;FLOOR SLOPE DOES NOT EXCEED 2%IN ANY I� _ \ +{� DIRECTION;AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/B". `� '- i el TYPICAL AT DOOR TOILET-SURFACE MOUNT gth ji. ; TOILET ROOM MOUNTINGS w �' ,�TiT ACCESSORY ZONE(SECTION 804.7) in CI \ 4�i�l� VISIBLE SYMBOLS,EACH FIRE ALARM SIGNAL/STROBE ANNUNCIATOR PANEL ♦'� 10 MAX MIN 21/2"HIGH. OPERABLE THERMOSTAT WALL MOUNTED FIRE ---4 .1, EXISTING ELEVATOR 54"MAX FIRE EXTINGUISHER SIGN EMERGENCY POWER 246" ELEVATOR TO COMPLY WITH MOUNTED PHONE EXTINGUISHER Fig.308.2.1 Fig.308.3.1 CALL BUTTON RECESSED FIRE OFF PUSH BUTTON AHJ.AND ADA MANUAL PULL EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED 39'-41" GRAB BAR,18'MIN ELECTRICAL OUTLET STATION \ TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH 3E.MAX GRAB BAR,42"MIN INTERCOM SIGNAGE / 1' \EA ELECTRICAL OUTLET TELEPHONE STATION \ \ BASCHAE_OF 4„MAX /24"MIN/ AT CASEWORK OUTLET AND _- \ 'Y ACCESSORY ZONE N. = SWITCHES a�L w Il Q �` RACTER 1- ,...__. ._,,,„., i _ fY F ® •• p Q ir�IN o , ♦0, ♦ s w y w Q 5 O i i i S N 5 5 3 3 I`•" r �� pmp E?t am §m - 4 wLC4��!5'i� i IAi m0 §f m 0 r i7 i w a a 6 3 0 - n rn a it - SHEET TITLE: 20'MAX >20"-25" m m F m 2 w O "� For Reference- r 8 Fp.308_2.2 $ 1k ♦ � I ,- \ _ ! < - ♦ ♦ ♦ p \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ? 6 OBSTRUCTED HIGH FORWARD 1" / MAX Accessible TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS 5-0" 10'MAX >10'-24" " O OTHER FIXTURES S \ ♦ ACCESSORY ZONE FORPARALLELN a7 REFLECTNE SHELF AND 12"MN 32"CLEAR AT Compliance $ \ ' LIMITS OF PROTRUDING OBJECTS ) 3d g LOWED IN THIS AR 24"MIN < `g "' 31/2"MN( 12"MAX 35'GRAB BAR g EXCEPTIONS: 18"VERTICAL 17"TO25" gN 1.HANDRAILS MAY PROTRUDE 41/2"MAX; APPROACH SURFACE POLE GRAB BAR 12"MINm I 15"MIN FOR 5"MAX A. i it 2.DOOR CLOSERS AND DOOR STOPS \ g' FORWARD FOR FORWARD �/ I 42"GRAB BAR' -� - LAVATORY&LAV g SHALL BE PERMITTED TO BE 78"MIN wa - 2 APPROACH APPROACH ei IN COUNTER 8'MIN DRAWN BY: PMK Fig.308.3.2 ABOVE FLOOR m ti $ URINAL t` pU _ -G' w > - - - i Ij SCREEN INSULATE EXPOSED f02779 OBSTRUCTED NIGH SIDE REACH ICC/ANSI A117.1-20095ECTION 30B REACH Om - p HOTWATER . °RANGES(ALL DIMENSIONS ARE NOTTO SCALE) F , O REVIEW SET 09.20.2019 . 18"VERTICAL iff � GRAB BAR URINAL PIPES TVP "S FINAL REVIEW SET 10.21.2019 SIDE APPROACH y1618 42"GRAB BAR g'MN(� 1rN IN PERMIT SET 10.22.2019 G S'M 11"MIN A " DRINKING FOUNTAIN(SECTION 602) MIRRORS(SECTION 803.3) SHELVES(SECTION 603A) WATER CLOSET(SECTION 804) FLUSH CONTROLS ON WATER CLOSET-PLAN OPEN SIDE OF WATER CLOSET (SECTION 604) URINALS(SECTION 605) LAVATORY AND SINKS(SECTION BOB) 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS(PER ICC/ANSI A117.1-2009) w 00 i SCALE NOT TO SCALE AI SHEET: AS 0400,>Inc.0251> S Lrs . ._. L , • '' '' '' r, j 711,4 U ARCHITECTS ill Ii (N� (Ell 72.3 NW Davis 503.221.1121 T t4+ �I.. OFF/ .� 9 Sults 300 503221.2077 C dJ E SLOG 106 o0 o rsd o I o Pardons{OR 77208 WW W.Itsaldl6l�.Wln t c{O .�.rf, O O 4 � (OEMARK 'b, VH'. i l `-- ` H LL (E) d l E pi A " L' ._I O 165-_� HALL r� ,�Q., �R 1 .� loJ N109 J Y/' 2=i w (N/OESTER i� C7 li //JJ CENTER (N)' ( � STOR. ©P 109 OFFICE r>,ae1FGSWR7 / R p9 116 J - G/i IrH� ,. (E)ELEGC. (E ?L I vG �Ny—.Y3 1. f PumNO.J JOAPOI'u� �` D2 / 7' 1— � OFFCE N d•` d -dW .t OF114 \\ e IA, oe D3 ID //� COLLA01 A 0 8 \ OFED7 ' \ \ C'//J \ I © Ak • �'L IZIF 7,?TAFFS BRK `v s Ifb , D3 N101 ® C®e 1f3 a'� j rCONSULTANTEO ` EO ' � 2-0 2-0 (N)STAFF,� CLR OBREAK `N131 . � � CN14-2" 121 � IfJ ///y mimiCP omm-- ` S L_' r� , / / / L. aJ \ SUITE / /Pffi X1 '(D} ✓/,,f�--��) , ENTRY �L��I;�� L Dz ` Ls Q q IT I_____ e_,_.. 0 / \j \ '-, 1/ 0\ OFFICe \ -__--7... 6 114 \ :• \ \\°'!„,.. ',-,. .7.., , 0 \, (N)SHARED (�1/��2' ®- OFFICE ` � // O , O ,/ �� f/�/ c' / CO E 0 D2 i © \ (N) f22 0 /\// `,,o, ERG 1 1/(N) /�// / \ ' (N\\\\ ` / a4 r eA s ROOM N) \v/ OFFICE PROJECT NUMBER: 2/9257 Paulson's Floor �® Coverings- Office N N Relocation 1. DEMOLITION PLANCD 2. FLOOR PLAN CD 11565 SW Hall Blvd, 0 SCALE'1/8"=1'-0" SCALE'1/8"=1'-0" Tigart e ,O Tigard,Oregon 97223 GENERAL NOTES LEGEND GENERAL NOTES LEGEND A.DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED.ADVISE EXISTING PARTITION A. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. EXISTING PARTITION ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION B. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND --- DEMOLISH EXISTING ELEMENT B.ALL ELECTRICAL WORK IS DESIGN BUILD-ALL ELECTRICAL OUTLETS,DATA& NEW BUILDING STANDARD PARTITION TRASH INTRUSION.USE DUST WALL AND PROPER METHOD TO PREVENT ANY SWITCHES SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS. (SEE DETAIL 3'A302) DUST TO PENETRATE EXISTING CLINIC TENANTS IN THE BUILDING. SUBMIT ELECTRICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION WI MOTION SENSOR SWITCHES. RECITE PARTITION C. REMOVE 8 SALVAGE DOORS,FRAMES,8 REM-ES FOR REUSE. D. REMWEBLIN038 WINDOW COVERINGS. C.WHEN NEW LIGHT SWITCHES ARE ADDED TO ANY PORTION OF THE SUITE, NEW (SOWN EE 2/A302)FRAME BRELITE TYPES REPLACE ALL EXISTING LIGHT SWITCHES WITH NEW BUILDING STANDARD E. CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED.REPLACE OCCUPANCY SENSOR SWITCHES. ALL CEILING TILES TO ARMSTRONG SECON0.LOOK. D.PATCH AREAS ADJOINING AND/OR ADJACENT TO DEMOLITION WORK TO MATCH BELOW ITEMS SHOWN FOR REFERENCE ONLY EXISTING AND/OR NEW CONSTRUCTION. F. REMOVE AND SALVAGE FIRE EXTINGUISHERS B CABINETS FOR REUSE. $ SWITCH E.PROVIDE NEW FLOORING B BASE UNLESS OTHERWISE NOTED. o-s S SWITCH-OCCUPANCY SENSOR F.REPAINT ENTIRE SUITE THROUGHOUT UNLESS OTHERWISE NOTED.PRIMER 82 P TELE/DATA OUTLET SHEET TITLE: COATS OF SHERWIN WILLIAMS PAINTz. ,TRIM DIFFERENT COLOR. DUPLEX OUTLET Demolition and Q KEYNOTES G.WHERE NEW DOORS,FRAMES 8 HARDWARE ARE PROVIDED,MATCH EXISTING Ig= QUAD OUTLET Floor Plans U BUILDING STANDARD TYPE,SIZE,FINISH&COLOR.TOUCH UP EXISTING FRAMES B DOORS WHERE NEEDED TO APPEAR AS NEW '0 FLOOR OUTLET Di REMOVE PORTION OF EXISTING BEARING WALL TO CREATE NEW 13'WIDE D9 REMOVE A PORTION OF EXISTING WALL TO CREATE WIDER OPEN OFFICE. cpa EMERGENCY LIGHT OPENING.SEE STRUCTURAL DETAIL 2/31.0 FOR ADDITIONALINFORMATON. REFER TO STRUCTURAL DRAWING FOR ADDITIONAL INFORMATION. H.PROVIDE J-BOX AND PULL STRING FOR TENANT-SUPPLIED VOICES DATA. g COORDINATE OPENING SIZE WITH 2/A201,KEYNOTE M3. Q JUNCTION BOX D2 REMOVE EXISTING CUSTOM CASEWORK AND ELECTRICAL CONDUITS. O ® THERMOSTAT REMOVEFER 2/A 01 FOR P ACEMEN WALL TO IUCTURAL WINDOW F KEYNOTES 8 O REMOVE EXISTING CASEWORK WITH SINK.CAP PLUMBING UNDER THE FLOOR. REFER T02/A201 FOR PLACEMENT AND STRUCTURAL DRAWING FOR ® BLANK OUTLET F REMOVE EXISTING TOILET PARTITION AND LAVATORY TO PROVIDE ADDITIONAL IN-FILL OPENING TO MATCH ADJACENT WALL TYPE. OE%/STING STAIR HANDRAIL TO REMAIN AS-IS. E EXISTING DRAWN NY/ PMK O HEADER DETAIL INFORMATION. FLOOR CLEARANCE PER ADA CODE REQUIREMENT. N NEW OR ftELWATED DATE ISSUED: 1021.19 ONEW(312X6 LAMINATEDPOST FOR NEW HEADER.SEE 2S1.0 FOR ONEW 4'-0'Wx3-0"HTEMPERED WiNDOIN.INSTALL 3'-0"AFF $ O REMOVE EQUIPMENT AND CAP PLUMBING UNDER THE FLOOR. ADDITIONAL INFORMATION. FE FIRE EXTINGUISHER REVIEW SET 09.20.2019 S PROVIDE DEDICATED OUTLET AND VENTING FOR TENANT PROVIDED O REMOVE EXISTING SHOWER STALL.PREP FOR NEW FINISHED WALL. O CENTER NEW WALL BETWEEN EXISTING EXTERIOR WINDOWS,TYP. O ADA-COMPLIANT ELECTRIC RANGE COOKTOP.PROVIDE FINAL REVIEW SET 10.21.2019 LL VEMILATK)NPER 20140MSC SECTION 505.18 SECTION 50T23FOR PERMIT SET 10.22.2019 6 DT REMOVE EXISTING SINK AND CAP PLUMBING UNDER THE FLOOR. O NAFF 3-CH-0"VW3'-0"H TEMPERED OPERABLE WINDOW.INSTALL " DOMESTIC COOKING APPLIANCE. EXIST G M TO BE RADED O REMOVE PORTION OF EXISTING WALL.PREP FOR NEW DOOR PER 21A201. DESIGN CENTER LAYOUT SHOWN FOR SCHEMATIC PURPOSE.FINAL O CODE.REFERENCE ELEVATIONS X/A301 TO MEET CURRENT ADA O LAYOUT MAY BE DIFFERENT TO BE COORDINATED WITH TENANT. 8 2 SHEET: A A1as� ..02019 / / a (EJBLOG ARCHITECTS 503221.1121./ ®/ , / ® AIi !JHi! jIJ II SulOa 300 503221.2077 D PblBerld OR 97208 wvw.11salddletls.aolnIA I iiI I *H a 1 ,i I. I /E 11 �a 6 ♦. 1 RR-. 10 o ! IkIIi Iill ' ,/ L // / ® 4 , EIE � � � , 0 .� � � 4. 0 144*1 7/tiA4/.. , IF -,f,t,,„Foo-P \ .4t. 1.4F./. /..i .. ,_ \ s,... ra 4‘4 e\ ,��r,, O rr 1� ` 1 ,4L,, / , . 4` ** > , O CONSULTANT: mri -\\\ .... .. - ''' '. \\' oproci/ -ritlf*• ‘,-/ 1 - rro I�) -/\ 0 1 1 0 RyR �� Q /., a ♦ �� ;'. f v: „`r O1\ /„.',, .'Ili V A A.:. o 4 --''' f\ \ 6 ® SS'. 10A\ Ix SS** ��, • .. * /7' � `4' � ® ''��� �� ''�r� 0 S4l, ' • ''' #41.-4:4•V S ,‘ ,S ‘41$4 1 k e 44***/ , N ,A,,,,,, ,,,A1,,,,, OW P4f4 ‘ N4*/** '.' ''\ , \'4k.• \ \'OW, '' , N., Tarl *„ „ , PROJECT NUMBER: 219257 'Vt ,4** Paulson's Floor Coverings- Office N N Relocation 1. REFLECTED CEILING PLAN-DEMO 2. REFLECTED CEILING PLAN (11D 11565 SW Hall Blvd, SCALE 1/B°=1r-0 SCALE 1/8-1-0" Suite 180 Tigard,Oregon 97223 GENERAL NOTES KEYNOTES LEGEND A. ALL ELECTRICAL WORK IS DESIGN BUILD-EXISTING&NEW LIGHT FIXTURES O REMOVE EXISTING EXIT SIGN.RELOCATE PER 2/A202. SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND REPORT 1 2X4 ACOUSTICAL SUSPENDED CEILING ANY DISCREPANCIES TO ARCHITECT.SUBMIT ELECTRICAL PLANS TO O NEW HEADER.SEE STRUCTURAL DRAWING FOR ADDITIONAL INFORMATION ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. Z HVAC SUPPLY B. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS Z HVAC RETURN SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT.SUBMIT MECHANICAL PLANS TO N EXISTING BUILDING STANDARD LIGHT FIXTURE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. I,x'l EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED (,_,1 C. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION 0 PENDANT LIGHT FIXTURE PRIOR TO CONSTRUCTION. 0 RECESSED LIGHT FIXTURE D. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING STANDARD. 4 Q WALL-MOUNTED FIXTURE SHEET TITLE E. WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE $ EXIT SIGNS(W/INTEGRAL ARROW WHERE OCCURS) Reflected 1 AND FINISH. 0 EXHAUST FAN Ceiling Plans 001. CEILING HEIGHTAFF 8 OS SPEAKER i ® SMOKE DETECTOR tl M FIRE STROBE DRAWN SY: PMK F DATE 138U1:17 10.21.19 REVIEW SET 09.20.2019 A FINAL REVIEW SET 10.21.2019 PERMIT SET 10.22.2019 f.f. SHEET: A202 �Rs�m ..���.oml• E Lrs ` ARCHITECTS 7213 NW DeNs SO3.221.1121 Lt Salta 300 503271.2077] Aft IS /1111 A% AI Ilk FULL-HT WALL TO Portland OR 9720E www.IrBEUBxls.mm BOTTOM OF STRUCTURE ALIGN ® ® ® 5-2B ® G-0 ® Q ABOVE EXISTING CEILING 3'S58" '-0" '-0' 3'-103/4" 2-6 1/2' 3-103/4" '-0' '-0' 7-01/T 2-111/4" 4EO GRID VERTICAL - VERTICAL SURFACES, tO=MMIIIIIISURFACES, 1 , �- ,se 'dV�jx/) rill" PLx - _ m PLx _ . rL VERTICAL `^' ' Ili .. --- GSURFACES, NEW STOREFRONT DOOR �.I�xlx� HORIZONTAL PL-x § / AND WINDOW SYSTEM-TBD rz2jF C.SW lT A SURFACES, LCIHORIZONTAL HORFACESLLPL-x '• SURFACES, �/ � ,j,]�,{,/,j y��SURFACES 8 SURFACES 8 }, ' // / %/ s!'(�I+ v 1t REF _� �Zs�_._..,, PL-x r`% /BACKSPLASH, `�0E �-< BACKSPLASH, OCiOO C.0wi OREM _ PLx . s s � N PLx . II (NIC) M BOPEN ,ELOW ill: � a y/ TO REPORTMAINON EXISTING WALL (J��yjt �S �� VERTICAL o VERTICAL TEMP TEMP'S TEMP %!' `�O �x SURFACES, �x SURFACES, -�` 7� PL-x PL-x Ank al 011 A� RUBBER BABEER Mr OPENING BELOW BASE,RB-x ak BABE,RB-xI 2'-0" 3-0" Irak -103/4" 751/7 2-10314" 2-0" 2'-0" 0-01/2 3'47 36' 3'-0" Ep 0-0' EQ I' CONSULTANT: •) 8(EQ) CLR A B C NOTE: NOTE: FINISH SELECTION BY TENANT.TYP. FINISH SELECTION BY TENANT.TYP. 1, INTERIOR ELEVATIONS-STAFF ROOM 110 2. INTERIOR ELEVATION-STAFF BREAK 113 3. INTERIOR ELEVATIONS-NEW OFFICE 101 SCALE 1/4"=I-U" SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" CLEAR SILICONE CAULK AT SEAM (TYR) CONTINUOUS CONTINUOUS FRENCH CLEAT FRENCH CLEAT CHROME ACCESSIBLE FAUCET 1'-0'U.O.N. 1'-0'U.O.N. ADA COMPLIANT STAINLESS PLASTICLAMINATEAT �/ PLASTICLAMINATEATALLEXPOSEDB STEELKITCHENSINK ' NEW BUILD-UP WALL PER \ ALL E%POSEDB \ V SEMI-EXPOSED SURFACES OVER 3l4" \ I ;,,� p PLASTIC LAMINATE COUNTERTOP MA302 ( SEMI-EXPOSED SUBSTRATE;SELF EDGE 5 &SPLASH AT ALL E%POSED r SURFACES OVER 3l4" _ SURFACES 8 EDGES(SEE OPEN NEW TEMPEREDGLASS EDGETRATE;SELF ,� rr I.• WHITE INTERIOR w/ 1 l- ELEVATION)OVER 314" BEYOND I. WINDOWS-INSTALL ,i ADJUSTABLE SHELVES(TYP) _ '-� MEDIUM-DENSITY FIBERBOARD . I A CENTER ON NEW WALL • MADE W/EXTERIOR GLUE. WHITE INTERIOR(TYP) 4"WIRE PULLS,BRUSHED .1� ,__ _ WHITE INTERIOR wI 1 4"WIRE PULLS,BRUSHED ALUMINUM m ADJUSTABLE m I MI ALUMINUM(TYP) b PLASTIC LAMINATE OVER 3/4" �I 2'-0' 2'-0' 4 SHELVES(TYP) rc SUBSTRATE REMOVABLE BASE EXISTING 9PROJECT NUMBER: 219257 PARTIPLASTIC LAMINATE AT ALL EXPOSED ry U CABINET DOORS W/FULLY ANDHANDR WALL ilI _ _ BLACK HEAT m> r -1 SEMI-EXPOSED SURFACES OVER 3/4" CONCEALED EUROPEAN 8 HANDRAIL TO _ _ PROOF WRAP f REMAIN • SUBSTRATE;SELF EDGE 15EXPOSED ry QUICK SNAP OFF CAPABILITY 4"WIRE PULLS, 1 MICROWAVE 1 PIPING Paulson's Floor BRUSHED (NIC) WHITE INTERIOR(TYP) 1 ALUMINUM(TYP) I OPEN TO WALL;NO BACK I Coverings- Office r 11\ j'. \ iiim. VERIFY SIZE OF MICROWAVE WITH TENANT a PRIOR TO CONSTRUCTION 1,7.0.FIN.FLR N LR \ 1 Relocation 1'6' CONTINUE FLOOR FINISH 11565 SW Hall Blvd, UNDER CABINET AT SINK Suite 180 SEE FLOOR PLAN Tigard,Oregon 97223 4. INTERIOR ELEVATION-MEZZ"HALLWAY 5. TYPICAL 3'HIGH UPPER CABINET 6. MICROWAVE CABINET SECTION 7. TYPICAL LOWER CABINET w/SINK SCALE 1/4"=1'-0" SCALE 1"=1',0" SCALE 1"=1'-0" SCALE 1"=1'-0" CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) NEW TRIMMER STUDS-SEE STRUCTURAL DETAIL ON 51 0 PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL FOR ADDITIONAL AT ALL EXPOSED SURFACES 8 EDGES(SEE EXPOSED SURFACES 8 EDGES(SEE ELEVATION) INFORMATION ELEVATION)OVER 3/4"SUBSTRATE OVER 3/4"SUBSTRATE I r I I IL__ ill V c I AO �^" (I NEW GLB HDR-SEE Age- 4"WIRE PULLS,BRUSHED \ STRUCTURAL DETAIL ON 31.0 P1-_ . 4"WIRE PULLS,BRUSHED ALUMINUM(TYP) II II FOR ADDITIONAL ' ALUMINUM(TYP) J I 11 II I INFORMATION SHEET TITLE: II\ II Interior Details i I IV II OPEN 11 \ A • PLASTIC LAMINATE AT ALL . PLASTIC LAMINATE AT ALL I- BEYOND • 11 11 SEMI-EXPOSED SURFACES OVER SEMI-EXPOSED SURFACES OVER 3/4"SUBSTRATE; INTERIOR SEw/AF DJUST b W3/HITE INTRATE;ERIOR SWI ADJUST I II it WHITE INTERIOR w/ADJUSTABLE ry I WHITE INTERIOR wI ADJUSTABLE 11 II 8 SHELVES(TYP) SHELVES(TYP) II II BASE AS SPECIFIED(TVP) I. BASE AS SPECIFIED(TYP) Z 2 II I DRAWN BY: PMK T T 1� 2'-2" 13'-0" 2-0 ANGLED TO.FIN.FLR _ \ I11-II� III-III a NEW OPENING-SEE STRUCTURAL DETAIL VIEW DATE ISSUED 10.21.19 �_-_-_ REVIEW SET 09.20.2019 g FINAL REVIEW SET 10.21.2019 PERMIT SET 10.22.2019 r g 8. LOWER CABINET W/DOOR 9. DRAWER BASE 10. INTERIOR ELEVATIONS-SUITE ENTRY 100 SCALE:7"=i'-0" SCALE 1"=1'-0" SCALE 1/4"=1'-0" SHEET. A 301 us nnnn:,Inc.oars 1 . . Lrs • ARCH ITECTS 720 NW Davis 503.221.1121 N 3'-0" r 2'-5" r 6'-0" ` 2'L" VERIFYNGCEILING,FlELD 'I VIF "I "'I VIF 18 CHANNEL ECUREDITO 18 GA.DEFLECTION Slllb 300 503221.2077 G CHANNEL SECURED TO CHAMIEL SECURED TO Portland OR 97 209 v \ ff i— v�tOODn?R MOD SCREWS ANOOD k"WUOD CTURE WITH AT 24'O C.MAX-USE AT 24"O.C.MAX-USE \ SELF DRILLING POINT OR EXISTING WOOD STRUCTURE, SELF DOLLING POINT OR I PRE-DRILL TICKFIELD VERIFY PRE-DRILL TRACK � �a ��a4! 4 // _� EXISTING CEILING TO REMAIN • rt 69 EXISTING CEILING TO REMAIN w NIMBLE{.',r` T / AMIE TEMP TEMP \ \ 3bIB"25 GA(382S12S18)MlL }5IB'25 GA(382S12S18) , , MR STUDS @ 21"O.C. NEW TEMPERED WINDOWS- • F FL 0 SINGLE OPENING 0 DOUBLE OPENING STUDS @ 24'OC.WITH 5I8' WITH SIB"GYP.BD.EACH ACTUAL SIZE TBD ` FLUSH PANEL FULL LITE GYP.BD.EACH SIDE EXTEND SIDE.EXTEND MTL 6355 MTL STUDS AND GYP.BD.FULL STUDS AND GYP.BD.FULL /� •\Q% HEIGHT TO UNDERSIDE OF HEIGHT TO UNDERSIDE VP % NOTES: NOTES: STRUCTURE ABOVE.PROVIDE OF STRUCTURE ABOVE. MEII FLOOR 3'SOUND ATTENUATION BUTT PROVIDE3"SOUND i 1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD 1. ALL NEW FRAMES TO MATCH EXISTING UNLESS OTHERWISE NOTED. INSULATION FRICTION FlT IN ATTENUATION BATT EXISTING PARTIAL-HT WALL TO DOOR TYPE AND FINISH. STUD INSULATION FRICTION FIT REMAIN 2. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED. POWDER DRIVEN IN STUD 1111 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING.REPLACE ANCHOR AT2'-0"O.C. CONSULTANT: ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. TIRU MR.STUD BASE ON BOTH SIDES AS WALL BASE TRACK,VON SPECIFIED __EXISTING SLAB SHARED LOBBY I�� _EXSTING FLOOR* 1. DOOR TYPES 2. DOOR FRAMES&RELITE TYPES 3. FULL-HT WALL(WOOD STRUCTURE) 4. BUILD-UP WALL(WOOD STRUCTURE) SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" SCALE: 1l2"=1-0" SCALE 12"=1'-0" WALL MOUNT LIGHT FIXTURE (TBD) 18 GA.DEFLECTION MIRROR(SIZE TBD) CHANNEL SECURED TO WOOD STRUCTURE VOTH 012-12'WOOD SCREWS AT 241 RILLIN MAX-USE EXISTING WOOD STRUCTURE, SELF DRILLING POINT OR rim PRE-DRILL TRACK HELD VERIFY El GRAB BAR 34- EXISTING CEILING TO REMAIN El STUD 25GA'O.0 2WIN MTL I1E5� ^ . _� GTUDSDACH T" GYP.BD.EACH SIDE EXTEND Sy G MIL STUDS AND GYP.BD.FULL HEIGHT TO UNDERSIDE OF PROJECT NUMBER: 219257 ,-F —=MrM ` 1�11M— r STRUCTURE ABOVE.PROVIDE ADA COMPLIANT SINK PLASTIC LAMINATE SEAT COVER FL INSULATOR FRICTION FlT NTT Paulson's Floor I AND FAUCET;PROVIDE WAINSCOTING AT WET DISPENSER-TBD et STUD HEAT WRAP AT ALL WALLS,TYP.(PL-x) TOILET PAPER EXPOSED PIPES 6"CONTINUOUS COVE DISPENSER-TBD Coverings- Office BASE,TYPICAL - STOREFRONT SYSTEM WITH Relocation A B NOTE DOUBLE DOORS ADD SANITARY NAPKIN DISPENSER • _EXISTING SLAB. 11565 SW Hall Blvd, NOTE: Suite 180 FINISH SELECTION BY TENANT,TYP. Tigard,Oregon 97223 5. INTERIOR ELEVATIONS-RESTROOM 130(R.R. 129 SIM.) 6. FULL-HT WALL W/STOREFRONT SCALE 1/4"=1'-0" REFER TO SHEET A100 FOR STANDARD MOUNTING HEIGHTS SCALE 1l2"=1-0' SHEET TITLE: Y Interior Details g R g MiliMIN DRAWN SY: PMK 8 DATE ISSUED: 10.21.19 REVIEW SET 09.20.2019 A FINAL REVIEW SET 10.21.2019 PERMIT SET 10.22.2019 s A302 g SHEET: IRS.4*Inc0WIg • • Le STRUCTURAL NOTES fEI 01.0 GENERAL NOTES - ARCH IT E C T S 1. These notes set minimum standards for construction.The drawings govern over the Structural Notes 720 NW Davis 503.221.1121 It to the extent shown. 1 , Ti I 2077 I] 2. Contractor shall verify all dimensions and conditions on drawings and in field.Coordinate locations of ��300 �' openings through floors,roofs and walls with architectural,mechanical and electrical plans.Notify Portland OR 97209 wwwilm11itecta.00m owner's representative of any discrepancies. 3. Construction means,methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. .1Lt0 PROF". 4. Compliance with WI safety and OSHA requirements is the sole responsibility of the contractor. / \S o I N /� 5. All work shall be in compliance with 2014 edition the"Oregon Structural Specialty Code"(OSSC)as ® _ , 645P .9 amended by all other state and local codes,permit s,and building department requirements mat apply. a Where reference is made to ASTM,AISC,ACI or other standards,the Code referenced issue shall apply-- N SCR ON 7. Details shown on the drawings are intended to apply at all similar conditions and locations. _ 8. Do not scale information from drawings. - 00 11r w.VP 4- Tr A 5 FOUNDATIONS =I. 1 1. The soil pressure used for design was1500 Dsf. \\\T ` { RENEWS:06-30-2020 I 06.0 WOOD FRAMING - CONSULTANT: � jI UPao / y 1. All glue-laminated beams(GLB)to comply with the requirements of ANSI A190.1.Beams shell be • - � / �w D■ Douglas Fir 24F-V4 for simple span beams,24F-V8 for beams with cantilevers or continuous span _ and Identification number for columns except columns exposed to view shall be Identification tuber 3 per AITC 117 design specification.Beam appearance grade shall be Industrial,excepts _.4 1=01.1_ beams exposed to view shall be architectural. / ♦� / 6443 SW Beaverton-Hillsdale Hwy,suite 210 2. All lumber species and grade to be as follows: - \ Portland,Oregon 97221 Joists,beams and stringers(2x 8 4x) DF#2-19 percent M.C. r \ ♦\ ph:503.203o11 h: 3.2IXf.8122 y Bucks,blocking,bridging and mist. DF#3 or better Plructurelsandstuds DF#2-19 K.D.-15 M.C. Plates,sills end headers for wall framing DF#2 K.D.plc percent M.C. iw + • • \ Posts DF ss-19 percent M.C. II Sills,ledgers,plates,etc t exposed in e t Pressure treated2(AC Hem Fir to - I contact with concrete,not exposed to weather AWPA UC2(ACZA Not Allowed) — / /\ \ / 3. Crossbridge or solid block at 6'-0"maximum on center for solid sawn floor or roof joists 12 inches and - { deeper unless bottoms of joists are to receive direct applied ceiling. _ 4. Framing anchors,joist hangers,post ceps,etc.,shall be by'Simpson Strong-Tie'.Install per \ \�• manufacturers recommendations for tabulated maximum capacities with fasteners installed In all \ \ li / holes.Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped I y galvanized and attached with hot dipped galvanized(2.0 oz per square foot)or stainless steel nails or / 2 screws.Framing anchors installed at exterior locations exposed to weather are to De stainless steel — -- - /f+ -—Ark -— S1.g with stainless steel fasteners. Iiiii7 _ 5. All nailing shall be per Table 2304.9.1 of the IBC.Nails called for on the drawings shall be common :::%4ss. .: 1/2x12 GIB \ /riP / I r _ _ A�' , ,♦sue UP 1 2 (2)SIMPSON A34 TYP AT KING STUD - 14'f0"i NG EXISTING WALL STUD TO REMAIN AS A /• / p�ore219 57 2x CRIPPLES W/(1)SIMPSON A34 TOP pt/ / PROJECT NUMBER: 2f 9257 I AND BOT Paulson's Floor 7 r r r o o �.lijr\ Coverings- Office FOR INFONOT ' Relocation • 1L IL I.. IL tl ah / 7 SHOWN SEE 1 11565 SW Hall Blvd, Suite 180 SPACED TO .--_ . / ` Tigard,Oregon 97223 GLB ik 71_NEW 2x SILL PLATE W/(2)16d TO EA E\ ® /� \STUD AND 16d AT 6"O.C.TO GLB BELOW �� / /(N)GLB HDR PER PLAN (2)SIMPSON A34 TYP AT KING STUD SIMPSON LCE4 EACH SIDE POST TO GLB EXISTING WAL STUD TO REMAIN AS 2x \ / I CRIPPLES W/(1)SIMPSON A34 TOP AS (N)(3)TRIMMER STUDS AND(1)KING REO'D AND(1)A34 BOTTOM ti ~ STUD EACH SIDE OF NEW OPENING NAIL <//, / 4$ 3LAMINATE W/i8tl AT 6"O.C.STAGGERED _ rrts51.0 41.# (2)SIMPSON A34 EACH POST TO SILL PLATE AS E AND REPLACE(E) \/ // FLOORING 7s‘ AS NEEDED — (E)2x T8G FLOORING -7 i ll T 1' i /�♦ ��STUDALL (E)2 x 6 SILL PLATE I I� 1 I f v` SHEET TITLE (E)6"STEM WALL ��// CONTINUOUS 2x W/(2)1Bd TO PARTIAL ROOF a \ \EXIST STUDS ABOVE INSTALL d n • \ PRIOR TO HEADER pig FRAMING PLAN a 2 O'k41N CLEARANCE \ / a.. w (N)HDR PER PLAN AND DETAILS a a ' TO OPENING / L\/,�I N w p d O n SIMPSON PE EACH a d d (E)DUCT 2 SIDE OPENING • ° OPENING as O 3 (1)TRIMMER STUDS AND(1)KING STUD 1��(\7 EACH SIDE OF OPENING NAIL LAMINATE DRAWN BY: 0 4 a 4 4 W/16d AT 6"O.C.STAGGERED DATE ISSUED: d \ a. d p (E)WALL (2)SIMPSON A34 AT EACH DOOR JAMB PERMIT SET 10.18 2019 Q. G LL w w STUD TO SILL PLATE.REMOVE AND REPLACE as a: - _Uip (E)FLOORING AS NEEDED K', 0 • rj 4 a. a a xOy4 coo t- e ,11=11=JIr ` A 111-1I 1. `(E)CONTINUOUS FOOTING N 2 GLU-LAM HEADER 3 TYPICAL DOOR HADER 1. PARTIAL ROOF FRAMING PLANED SHEET: S 1.0 o SCALE i"=1'-0" SCALE'1"=1'-0" SCALE 3/16"=1'-0" • y I I I I I I I Lns ARCHITECTS 729 NW Dave 503.221.1121 e \ Suite 300 5032?1.2077 I]® Pedl#Ial OR 97209 www.haattiteaa.mm (1)FULL HT AND(1)BEARSTUD EA.S DEIOF HDR - �NG S`,+oD n PN-f%y NON BEARING CLOSET fa" SP WALLS TO BE REMOVED a ON - \ (N)4x8 HDR DF#1 (N)DOOR BENEATH EAST ` N(10'?qk a"qd1 �4/� TTT GLB PROVIDE TYPICAL H JAMB TT P, FRAMING W/(1)FULL HT Ij, w Up STUD FA SIDE SEE ARCH \� I RENEWS:0630-2020 r /\* armw rANr:r \�♦ ♦ OWDY \ / \ 6443 SW Beaverton-Hillsdale Hwy,suite 210 �uuun\ i n DPortland,Oregon 97221 ph:503.203.e111 fx:5o3.203.e122 \ vw.w.vrayi.com If \ . . STRUCTURAL NOTES —- \ \ \I> / ♦\ 01.0 GENERAL NOTES 7 — — — N/\\ \ \ \, \ IIIIIIIIIII ,I II II 1. These notes set minimum standards for construction.The drawings govern over the Structural Notes I I I 1. iim nil Iljj�•i, 9 to the extent shown. -\\ 2. Contractor shall verify all dimensions and conditions on drawings and infield.Coordinate locations of `FOR INFO NOT \\ • / openings through faces,roofs and walls with architectural,mechanical and electrical plans.Notify tative of an discrepancies. SHOWN SEE a \ \ 3. Construction means,methods and all ecessary temporary support prior to completion of vertical and I I° Up _ NEW ,'� ♦/ lateral load systems is the sole responsibility of the contractor. 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. <4, i / 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code"(OSSC)as I amended by all other state and local codes,permits,and building department requkements that apply. 6. Where reference is made to ASTM,AISC,ACI or other standards,the Code referenced issue shall ' apply. / / 7. Design Criteria: _ - Table 1604.5 Risk Category II • , Owls wnv.iac. Roofs Dead load 12 psf PROJECT NUMBER: 3/9257 Live load(snow) 25 psf per 1608.1 0 O I L�_ ��� Hi / Floor Dead Load Office 12 psf �' H1-NEW 4x8 HEADER DFL#1 W/ Floor Live Load Office 50 psf+15 psf add'I for partitions 4 (1)FULL TH.STUD AND (1)BEARING STUD Paulson's Floor 8. Mechanical equipment,mechanical and sprinkler piping larger than 2 inch diameter or other hems / FI1 / TYPICAL EA.END.PROVIDE producing a hanger bad over 50 lbs.shall be hung by a system approved by the owner's TEMP.SHORING AS REO'D. Coverings- Office representative.Any hanger producing a lob over or shall have additional homing installed to \ Relocation brace all Ionics fond main structural beams or welts unless otherwise approved. 9. Brace all mechanical and electrical equipment,piping,etc.to the top of structural members to resist lateral forces as speckled in Section 13.6 of the current edition of ASCE 7 using a system approved by the mechanical the electrical engineer respectively. V ` / 11565SW Hall Blvd, 11. Details shown fo the drawings are intended to apply at all similar Conditions and locations. 11. Do not style information from drawings. Suite 180 /\ / Tigard,Oregon 97223 06.0 WOOD FRAMING 1. All lumber species and grade to be as follows: - /1`" i'It;ll REMOVE HALLWAY WALL. Joists,beams and stringers(2x 84x) OF#2-19 percent M.C. // / WEIGHT OF EXISTING SKY 6"nominal&greater beams and strangers OF#1-19 percent M.C. +Ih',I,, l, LIGHT FRAMING<200# Bucks,blocking,bridging and mist. OF#3 or better \ ` ,1j1 CONTRACTOR TO FIELD Structural 2x studs DF#2-19 percent M.C. ♦♦ ,II VERIFY DURING Plates,sills and headers for wall framing DF#2 K.D.-15 percent M.C. <//- 1,, Pasts OF#i-19 percent M.C. \ \/ "'I;+ Sills,ledgers,plates,etc embedded in or an Pressure treated Hem Fir#2 'll(+ contact with concrete,not exposed to weather AWPA UC2(ACZA Not Allowed) ,It;ll Exterior,above ground construction exposed Western Cedars#2 or better or < T'/ / l Ve AWPA UC3B `I!. Posts,etc.embedded in or in contact Pressure treated Hem Fir#2 with ground AWPA UC4 ♦ NOTE TO CONTRACTOR: \ SKYLIGHT SHEET ROCK MAY CRACK 2. Crossbridge or solid block at 8'-0"maximum on center for solid sawn floor or roof joists 12 inches and j, DIFFERENTIAL SETTLEMENT. AFTER WALL REMOVAL DUE TO deeper unless bottoms of joists are to receive direct applied ceiling. 3. Framing anchors,joist hangers,post caps,etc.,shall be by'Simpson Strong-Tie'.Install per CONTRACTOR OPTION TO INSTALL SHEET TITLE: manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all ♦ DOUBLE 2x10 W/(1)FULL HT STUD holes.Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped AND(1)BRG STUD TO ALLEVIATE FRAMING AND galvanized and attached with hot dipped galvanized(2.0 oz per square foot)or stainless steel nails or POTENTIAL CRACKING. screws.Framing anchors metalled at exterior locations exposed to weather are to be stainless steel V LAYOUT PLAN with stainless steel fasteners. 4. All nailing shall be per Table 2304.9,1 of the IBC.Nails called for on the drawings shall be common for plywood nailing;box nails for framing;and type recommended by manufacturer for maximum capacity of hangers and connectors.Nail heads shall not penetrate the face veneer of pywood panels. 5. Cutting and notching of joists not allowed.A one-inch(1")diameter hole may be drilled in the center 1/3 of width of member depth.All other holes shall be approved. 6. Studs may be notched in the lower 1/5 of the height of stud for electrical and plumbing pipes,but no iliiille part of the notch is to be deeper than 25 percent of width of stud.Holes of diameters up to 1/3 of width of stud may be drilled in stud but not in center 1/3 of height.The edges of drilled holes are to be at N DRAWN BY: least 5/8-inch from the face of the stud. 1. FRAMING AND LAYOUT PLANED DATE ISSUED SCALE.3/16"=r-a• PERMIT SET 10.18.2019 1 SHEET: S2■0