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Plans (21) BUP2019 -00300 ( 1/2 ) • Lf Paulson 's Floor Coverin s jC.rNED ARCHITECTS 9 OCT 31 2019 720 NW Davis 503.221.1121 M i CITY OF Tk 1•�P,D Suite 300 503 221.2077 1)Offc eRelocation BUILDING LIVISIGI' Portland OR 97209 www.Irsarchitects.com 11565 SW HALL BLVD, SUITE 180 , TIGARD, OR 97223 OF PERMIT SET 10. 22. 19 CONSULTANT: PROJECT DIRECTORY PROJECT SUMMARY BUILDING OWNER: L GENERAL INFORMATION., 5. ACCORDING TO SECTION 101.4, DURING A BUILDING EGRESS PATH IN ALL PUBLIC AND TENANT SPACES. � r-T�T SwQ ;.(q Paulson's Floor Coverings, Tyler Paulson:T IerP ALTERATION, RENOVATION OR REPAIR,ALL EXISTING MINIMUM INTENSITY SHALL NOT BE LESS THAN 1 g y y @paulsonsfc.com PROJECT NAME: PAULSON'S FLOOR COVERINGS- UNALTERED PORTIONS OF THE BUILDING AND FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE 10855 SW Cascade Ave. OFFICE RELOCATION BUILDING SYSTEMS SHALL REMAIN UNCHANGED AND LENGTH OF THE PATH. CONNECT TO BUILDING n 1 S :tiv .aIT1�V Tigard,Oregon 97223 PROJECTADDRESS: 11565 SW HALL BLVD IN COMPLIANCE WITH WITH OEESC. ELECTRICAL SYSTEM. Telephone (503)620-7080 SUITE 180 3. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE TIGARD, OREGON 97223 IV. BUILDING STANDARDS: CONNECTED TO BUILDING POWER SUPPLY WITH MAP/TAX LOT: 1 S135DD01800 BUILDING TYPE: TYPE V-8 BATTERY BACK-UP FOR MIN I-1/2 HOUR DURATION. [ (1• . uaciclt ARCHITECT. It. APPLICABLE CODES: BUILDING OCCUPANCY., B 4. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS ')NVTIdPM0 8Q091104 (F IAXA 1AJ H LRS Architects, Inc. Peter Kim: PKim@lrsarchitects.com TOTAL BUILDING FLOOR RENTABLE AREA: +/-9,994 S.F. AS REQUIRED. CWDLL do AJ.1D 720 NW Davis,Suite 300 2012 INTERNATIONAL BUILDING CODE(IBC) 5. SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) AREA OF WORK: THAT PROJECT OCCURS,AND PROVIDE NOT LESS Portland,Oregon 97209 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) TENANT AREA: +/-5,000 S.F. (MAIN) THAN ONE APPROVED FIRE EXTINGUISHER WITH Telephone(503)221-1121 2014 OREGON FIRE COEH 1,500 2014 OREGON ENERGYDEFFICIENCY SPECIALTY CODE +/- 1,378 S.F. (MEZZANINE) S.. OF FTING OL OR AREA OR FRACTION THEREOFF NOT LESS THAN 2A 10BIC FOR . TRAVEL Ad OO 301:AA 0 (OEESC) V. ADA ACCESSIBILITY UPGRADES: DISTANCE TO AN EXTINGUISHER FROM ANY PORTION 2017 OREGON PLUMBING SPECIALTY CODE(OPSC) UPGRADES REQUIRED: OF THE BUILDING SHALL NOT EXCEED 75 FEET. GENERAL CONTRACTOR: 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH 1. VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET 10855 S Floor Coverings Jess Gilchrist: JGilchrist@paulsonsfc.com 2009 ANSI A117.1 CURRENT CODES. PROVIDE NEW FIRE EXTINGUISHER 2. REMOVE TOILET PARTITION TO OPEN UP THE EXISTING 10855 SW Cascade Ave. AT ALL EXISTING CABINETS WHERE MISSING. ALL ILL OREGON ENERGY EFFICIENT SPECIALTY CODE RESTROOM REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE Tigard,Oregon 97223 1. EXTERIOR ENVELOPE: NO CHANGE TO EXISTING 3. RECONFIGURE EXISTING RESTROOMS TO PROVIDE INSPECTED AND/OR RECHARGED, AS NECESSARY, Telephone(503)620-7080 ENVELOPE. IF EXISTING EXTERIOR WALLS, CEILING BETTER FLOOR CLEARANCE JUST PRIOR TO SUBSTANTIAL COMPLETION. OR ROOF CAVITIES BECOME EXPOSED DURING THE ALTERATION, THEN CAVITIES ARE TO BE INSPECTED FOR THERMAL INSULATION. Vl. EMERGENCY SYSTEM STANDARDS: 2. INTERIOR LIGHTING: PROPOSED NEW INTERIOR DRAWING INDEX LIGHTING IN COMPLIANCE WITH OEESC. 1. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL 3. EXTERIOR LIGHTING: NO CHANGE TO EXISTING STROBE SYSTEM.,PROVIDE CODE MINIMUM SHEET NAME EXTERIOR LIGHTING. CORRECTIONS AS REQUIRED. IF A SYSTEM DOES NOT 4. MECHANICAL: NO CHANGE TO EXISTING MECHANICAL EXIST, DO NOT ADD ONE. PROJECT NUMBER: 219257 A001 COVER SHEET SYSTEMS. 2. PROVIDE EMERGENCY EGRESS LIGHTING FOR THE A002 CODE ANALYSIS PLANS Paulson 's Floor A100 REFERENCE-ACCESSIBLE COMPLIANCE A201 DEMOLITION&FLOOR PLANS Coverings - Office A202 REFLECTED CEILING PLANS GENERAL NOTES SCOPE OF WORK Relocation A301INTERIOR 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 VALIDITY OF PERMIT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. STANDARD OFFICE SPACE. REMOVE EXCESSIVE SINKS AND CASEWORK. PROVIDE LARGER OPENING BETWEEN Suite 180 S1.0 PARTIAL ROOF FARMING PLAN AND DETAILS SUITE ENTRY AND NEW DESIGN CENTER. CONSTRUCT FEW NON-BEARING INTERIOR PARTITIONS TO CREATE A THE ISSUANCE OF A PERMIT FEW ADDITIONAL OFFICE SPACES. BASED ON CONSTRUCTION Tigard, Oregon 97223 S2.0 FRAMING AND LAYOUT PLAN MEZZANINE FLOOR: DOCUMENTS AND OTHER BUILD-UP A PORTION OF PARTIAL-HEIGHT WALL TO BOTTOM OF CEILING ABOVE. INSTALL NEW WINDOWS WITH DATA SHALL NOT PREVENT TEMPERED GLASS TO PROVIDE ADDITIONAL SOUND BLOCKING. OTHERWISE,TAKE THE SPACE AS IS. THE CODE OFFICIAL FROM REQUIRING THE CORRECTION UNDER SEPARATE PERMIT (DEFERRED SUBMITTALS) OF ERRORS. OSSC 105.4 MECHANICAL SYSTEMS ELECTRICAL SYSTEMS, INCLUDING EGRESS LIGHTING FIRE ALARM i,J RtliP SHEET TITLE: N� . . y 4, s ,.... .. , • ..i1.A.4 45k nnq Meltia Cover Sheet i.1I Or ••• Rgproved �PI nine �Pa a ��.� Q a 1,", = R h Ger o 0 < pate; 4nittals: � y+ '� OAK CRcGd 0 $ (�B03,dtl,OpArtnNrt[ � Y:ssllau P::e. DRAWN BY: PMK DATE ISSUED: 10.21.19 REVIEW SET 09.20.2019 9 AIN — FINAL REVIEW SET 10.21.2019 N N N PERMIT SET 10.22.2019 m ry 1. VICINITY MAP 2. SITE PLAN $ SCALE: NOT TO SCALE SCALE: NOT TO SCALE A001 0 SHEET' 0 a LRS Ach,teds.m�_a 2019 E E s E 6 PLUMBING FIXTURE COUNT REQUIREMENTS CODE SUMMARY (SEE EGRESS PLAN BELO Q tM LEGEND (SEE EGRESS PLAN BELOW) (PER TABLE 2902.1) L f (E)SHARED 1 EXIT ACCESS TRAVEL DISTANCE FROM MOST WATER CLOSETS LAVATORIES REQUIRED EXITS PER SECTION 1015 AREA OF WORK OFFICE REMOTE POINT PER TABLE 1016.2: LEVEL OCCUPANCY FIXTURES DRINKING - — — A R C H I T E C T S 201 1 ALLOWED DISTANCE: 200'MAX. LENGTH(NON-SPRINKLERS) MALE FEMALE MALE FEMALE FOUNTAINS OCCUPANCY SPRINKLERED REQUIRED PROPOSED - 44"MIN. EXIT EGRESS PATH 2 1 ACTUAL DISTANCE=56'-3'+ 16'-0"(STAIRS)+ 12'-0"(MAIN FLOOR) REQ 1 1 1 1 B N 1 2 1 5 B OCCUPANCY GROUP 720 NW Davis 503.221.1121 19 =APPROX.84'-3" 1 B Suite 300 503 221.2077 D r — — — — — — —— — J PROP 3 SHARED UNISEX 3 SHARED UNISEX X ROOM OCCUPANT LOAD PER SECTION 1004 1 MINIMUM DISTANCE ALLOWED BETWEEN EXITS PER 1015.2.1 Portland OR 97209 www.irsarchitects.com MEZZ 8 (E)ROOF REQ 1 1 1 1 (XX) ACCUMULATIVE OCCUPANT LOAD \ DECK PROP 1 SHARED UNISEX 1 SHARED UNISEX OCCUPANCY SPRINKLERED REQUIRED PROPOSED 1 NOTE: B N 67'-2" 77'-8" UO UNOCCUPIED SPACE r, I (E) 1 COFFEE REMOVING 10 SINKS, 5 PEDICURE SPA CHAIRS&2 WASHERS. CAP PLUMBING PIPE INSIDE WALL OR UNDER THE ® ®+ EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW 202 FLOOR. CITY OF TIGARD TO PROVIDE CREDIT FOR SDC. (E)SHARED 1 8 EXIT ACCESS TRAVEL DISTANCE FROM MOST REMOTE POINT PERWHERE OCCURS AT ALL EXITS, EVERY 100'IN OFFICE 1 ' REF - CORRIDORS,CORRIDORS,AND IN SPACES WHERE 2 MODES OF TABLE 1016.2 200 1 '�' EGRESS ARE REQUIRED PER SECTION 1011. (REFER walm Low 4 CN TO ELECTRICAL DRAWINGS FOR MORE I OCCUPANCY SPRINKLERED REQUIRED PROPOSED INFORMATION). POCHE INDICATES "EXIT"TEXT SIDE 1 1 1R.E B N 200'MAX 113'-2" OF SIGN. SIGNS SHOWN IN CORRIDORS ARE • 1 120 (E)OPEN CEILING HUNG. SIGNS SHOWN ON WALL ARE WALL P4Rft A10,OF OFFICE 1 1 204 HUNG. � � - _j S7& 2 COMMON PATH TRAVEL DISTANCE FROM MOST REMOTE POINT E REQUIRED EXIT `+ QF cop BEFORE 2 WAYS PROVIDED PER TABLE 1014.3 HALL 207 OCCUPANCY SPRINKLERED REQUIRED PROPOSED QN 8 I N 75'MAX 57'4" BAREA OF WORK: CONSULTANT: OFF1 COMMON PATH OF EGRESS TRAVEL TENANT AREA: +/-5,000 S.F. (MAIN) 206 2 SPACE WITH ONE MEANS OF EGRESS PER TABLE 1015.1; 75'MAX. FROM MOST REMOTE POINT +/- 1,378 S.F. (MEZZANINE) X.(NON-SPRINKLED)PER TABLE 1014.3; TOTAL TENANT OCCUPANT LOAD:84 OCC(SEE EGRESS PLAN OPEN TO MAX OCCUPANT LOAD ALLOWED:49;ACTUAL LOAD=3 ACTUAL DISTANCE=40'-2" BELOW) BELOW DEMO EXISTING HANDRAIL AND WOOD CAP ON TOP OF EXISTING AREA OF WORK PARTIAL-HEIGHT WALL AND BUILD UP NEW WALL TO BOTTOM OF 14) STRUCTURE ABOVE. INSTALL NEW TEMPERED GLAZE WINDOWS. SEE INTERIOR DETAILS 4/A301 &4/A302 FOR ADDITIONAL INFORMATION 2 _ — J 2. MEZZANINE FLOOR 1 1 r CESIIR 1 \ / N SCALE: 1/8'= V-0" 1 ' f ' ( BLD 1 / 5 E C. OFF r 1 1 11) 108 FIC - COMMON PATH OF EGRESS TRAVEL i \ DISTANCE FROM MOST REMOTE POINT B (N DISP v LAY r -a OF 75'MAX.(NON-SPRINKLED)PER TABLE 1014.3; IOUT-PATIENT 102 SPLAY 1 1 114 ACTUAL DISTANCE=34'-1" DENTAL CLINIC ly 1 14 5 TAF PROJECT NUMBER: 219257 � (N PC) BR K / 110 Paulson 's Floor f \ / as 1 2 1 Coverings - Office Relocation � � 1 ♦ 1 1 1 11565 SW Hall Blvd, \ b MINIMUM DISTANCE ALLOWED BETWEEN EXITS Suite 180 ---- _ - PER SECTION 1015.2.1 EXCEPT.2(NON-SPRINKLED): Ti on 97223 ® \ ALLOWED DISTANCE: 134'-4"(DIAGONAL DISTANCE)/2 ard, Ore= g g 67'-2"MIN.ACTUAL DISTANCE=77'-8" SHARED LOBBY OF'120 \ i 0 13) E 0 0 I OUT-PATIENT \ // \ \ \ CLINIC B \ / OFF 116 \\ OUT-PATIENT 2 / DENTAL CLINIC ; (N) ON RO \ 1 s COMMON PATH OF EGRESS TRAVEL / DISTANCE FROM MOST REMOTE POINT T \ 75'MAX.(NON-SPRINKLED)PER TABLE 1014.3; ACTUAL DISTANCE=57'-4" OF CE - / SHEET TITLE: 0Fr / Code Analysis o - / Plans U o / rm c � / rm p 1 / 0 1 0 / DRAWN BY: PMK _' / DATE ISSUED: 10.21.19 8 ®Q REVIEW SET 09.20.2019 FINAL REVIEW SET 10.21.2019 U N PERMIT SET 10.22.2019 1. SUITE LOCATION AND EGRESS PLAN - MAIN FLOOR SCALE: 1/8"= 1'-0" SHEET: A002 U 0 LRS Architects,Inc.©2019 E S E n GENERAL FINISHES INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. 47. CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN. ALL SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS L r 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 BE A 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. 2. 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 720 NW Davis W&221.11F1 9k OREGON STRUCTURAL SPECIALTY CODE(OSSC), 2014 OREGON MECHANICAL SPECIALTY APPLICATION. THREE CALENDAR DAYS PRIOR TO THE FIRST DAYAFTER SUBSTANTIAL COMPLETION. SWh& 300 50.'i22121 D CODE(GMSC), 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. Pwband OR yyyyyl,hwMhftCw=M ELECTRICAL SPECIALTY CODE(OESC), 2009 ANSI Al 17.1 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 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 FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS. 29. PROVIDE A 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 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. 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. • • 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 FwM 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. 8. DO NOT DISTURB ADJACENT TENANTS BY NOISY CONSTRUCTION(i.e., JACK HAMMERING OR UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED. 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 f 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 ONLYAND IS 10. 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 CSI 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 PREPARE A 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 60. 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 61. 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 TO INSTALLATION. 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 DUCTWORKAND 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 SIGN HAND DRYER 2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT. SEE PROJECT PLANS COAT&UTILITY SOAP AND ELEVATIONS FOR ITEMS THAT OCCUR. SEE ARCHITECTURAL PLANS FOR TYPICAL DOOR HOOK DISPENSER 39"-41" GRAB BAR, 18" MIN ACCESSIBILITYAND/OR ADAPTABILITY CONFORMANCE IN THE HORIZONTAL PLAN LAYOUT. Relocation 9 TO RAISED 36" MAX GRAB BAR,42" MIN 3. CONFORMANCE TO FIXTURE MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY OPENING PUBLIC AREA OR EMPLOYEE AREA MORE THAN 1000 SF, AS THEY OCCUR PER PROJECT. CHARACTERS 12" MAX 4" MIN ACCESSORY ZONE 4. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH 11565 SW Hall Blvd, 0, _ O N REQUIRED MOUNTING HEIGHTS. Suite 1 SO UJ 5. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR PROPOSED AND J i cn FUTURE ACCESSORIES AND GRAB BAR MOUNTING FIXTURES. BLOCKING IS REQUIRED Tigard, Oregon 97223 O a o FROM STUD SPACE TO BACK OF SURFACE OF ALL FIXTURES INCLUDING BUT NOT LIMITED TO m _ z z TUB/SHOWER ENCLOSURES. CARD m v a p 0 6. FLOOR DRAINS:ACCESSIBLE FIXTURES REQUIRE A CLEAR FLOOR SPACE CONTIGUOUS OR � o � � � o � O READER F r 9 ", 0 OVERLAPPING THE ACCESSIBLE ROUTE. FLOOR DRAINS SHOULD NOT SE PLACED IN THIS 41-0" 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 TYPICAL AT DOOR TOILET-SURFACE MOUNT DIRECTION,AND THE ELEVATION CHANGE AT THE DRAIN LIP DOES NOT EXCEED 1/8". >� z z TOILET ROOM MOUNTINGS c � � � � ACCESSORY ZONE(SECTION 804.7) v VISIBLE SYMBOLS,EACH FIRE ALARM SIGNALISTROBE ANNUNCIATOR PANEL . 10" MAX MIN. 21/2" HIGH EXISTING ELEVATOR 54"MAX OPERABLE THERMOSTAT FIRE EXTINGUISHER SIGN WALL MOUNTED FIRE 2'-6" SIL ELEVATOR TO COMPLY WITH MOUNTED PHONE EXTINGUISHER EMERGENCY POWER Fig. 308.2.1 Fig. 308.3.1 CALL BUTTON RECESSED FIRE OFF PUSH BUTTON AHJ.AND ADA MANUAL PULL 39"-41" GRAB BAR, 18"MIN EXTINGUISHER CABINET CLEAR FLOOR SPACE CLEAR FLOOR SPACE UNOBSTRUCTED UNOBSTRUCTED ELECTRICAL OUTLET STATION TACTILE PARALLEL APPROACH FORWARD APPROACH FORWARD REACH SIDE REACH GRAB BAR,42" MIN INTERCOM SIGNAGE 36" MAX �' ELECTRICAL OUTLET TELEPHONE STATION �' 4" MIN AT CASEWORK OUTLET AND BASE OF 74""MAX ACCESSORY ZONE SWITCHES 0i EC* CHARACTER z UPca 0 c� 0 Q c� g ~�_ r LL U U z � LL G � Z (p ZQ >< J 0 - Ow o � w w - - Z OLL' v1 � < - O - H Q CE O X U - O H G Ir - - V' M m a V = F F , a LL Y LL R LL N a ZA a (V 20" MAX >20"-25" F a o U o o o '0Q_ SHEET TITLE: Fig. 308.2.2 m For Reference - OBSTRUCTED HIGH FORWARD REACH 42" MAX 5'-0" Accessible 10" MAX n TOILET-RECESSED MOUNT TYPICAL AT ELEVATOR MISCELLANEOUS WALL MOUNTINGS o > 10"-24" 0 OTHER FIXTURES Compliance ACCESSORY ZONE(SECTION 804.7) 12" MIN LOWED IN THIS ARE 32"CLEAR AT w a 24"MIN A IBLE v LIMITS OF PROTRUDING OBJECTS 31/2" MAX 3� 36"GRAB BAR � LL 12" MAX a ¢ EXCEPTIONS: FOR PARALLEL REFLECTIVE SHELF AND rt - M D E ao 1. HANDRAILS MAY PROTRUDE 41/2"MAX APPROACH SURFACE POLE 18"VERTICAL S v = 15" MIN FOR 5"MAX - 17"TO 25" w o 2. DOOR CLOSERS AND DOOR STOPS / GRAB BAR ( 12"MIN Y z F FORWARD FOR FORWARD 42"GRAB BAR w LAVATORY&LAV z SHALL BE PERMITTED TO BE 78"MIN �/ • APPROACH APPROACH Z o IN COUNTER p Fig. 308.3.2 ABOVE FLOOR � o ; URINAL ^ 8"MIN DRAWN�Y: PMK z > �' _ g �' INSULATE EXPOSED DATE ISSIED: 10 21 19 OBSTRUCTED HIGH SIDE REACH CC/ANSI A117.1-2009 SECTION 308 REACH SPOUT OUTLET v F LAV g = a mo LL p SCREEN RIM HOT WATER z O RANGES(ALL DIMENSIONS ARE NOT TO SCALE) 8"MIN a > J w o o z REVIEW SET 09.20.2019 SUPPLY AND - 6 m a m M Z = M " ? p 18"VERTICAL URINAL DRAIN FINAL REVIEW SET 10.21.2019 m ¢ a GRAB BAR PIPES TYP N 6"M 11" MIN ;, SIDE APPROACH 16-18 42"GRAB BAR 6" MAX 11" IN PERMIT SET 10.22.2019 13 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) 1. ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS (PER ICC/ANSI A117.1-2009) A100 a SCALE: NOT TO SCALE SHEET: 0 LRS Architects,Inc.0 2019 E 00 E Lf ARCHITECTS NW D" iO&ZIff.tV2n T 106 Subs 3W =2V 2111" D Parband OR 9r209 www. DEMARK UP 3 107 N109 UP (N)DESIGN z CENTER (N) D3 S&V 109 OFFICE Mandel SM irA OFFICj FL ���w��"�^~�^~v 0 108 d&vmnmlwm 9k 30 n���» � 00F1?v 102 or 101 4 116 D3 BR64K CON:mw.nvmN|: /9 H,131 F HALL OFF1 117 7 1 (N SUITE OPIER 9 Z9- ENTRY L_ 100 LL J 7 120 101, MECH. D8 N HALL (N)SHARED 0S F 27 OFFICE n1b 128 IC 122 D5 N 0S F D3 126 F S (N)PHONE ROOM 123 ` OFFAZ PRQJECT NWMBERt 219257 125 ��) �^� � ���� �� �� ,� ��� J������� � � ]�����m Coverings Office �� ��"�~ ", ��� m� � "° �^���� ���� �� �� � Relocation � � �� »� »� � ���� ���� ������������m� 1 DEMOLITION PLAN 2 FLOOR PLAN ����� ��� ��� ��Blvd, SCALE //V' /�0" S[�\LE //k' � /'0'' Suite� = ������.° x "^^v 41� ��n���� ����A���J� ������� Tigard, �� �. ��� GENERAL �k��~�����'�� � ����� GENERAL �k��� � ����� '�&~��&~����� x�"� x �� �����x�w' '�������^�� x�o� � &~� LEGEND A. DIMENSIONS ARE TOFACE OFWALL UNLESS OTHERWISE NOTED. ADVISE A. REMOVE EXISTING FLOORING&BASE UNLESS OTHERWISE NOTED. EXISTING PARTITION ARCHITECT OFANY DISCREPANCIES PRIOR TUCONSTRUCTION, EXISTING PARTITION B. PROTECT ALL ADJACENT AREAS DURING DEMOLITION &FROM DUST AND DEMOLISH EXISTING ELEMENT B. ALL ELECTRICAL yV0RK|8DESIGN BUILD'ALL ELECTRICAL OUTLETS, DATA& m�mmmmmmmm� NEvVBUILDING STANDARD PARTITION TRASH INTRUSION. USE DUST VKALLAND PROPER METHOD TOPREVENT ANY SWITCHES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS. (SEE DETAIL 3/8302) DUST TVPENETRATE EXISTING CLINIC TENANTS |NTHE BV|BUILDING.. 8U8M|TELECTRICAL PLANS TVARCHITECT FOR REVIEW PRIOR TV CONSTRUCTION NVMOTION SENSOR SV0TCMES. ����a~`�=�n REL|TEPARTITION C. RE�OVE&8ALY�GFDOORS. FR��[S. &REUTEGFORREUGE C. WHEN NEW UGMTSWITCHES ARE ADDED T0ANY PORTION OFTHE 5U|TE. kEN [ � ) DOOR, FRAME &REUTETYPES D. REM0VEDUNDS & NNDVVCVVER|NGS� REPLACE (SEE 1,2/A302) E CEILING CONFIGURATION TOREMAIN UNLESS OTHERVN8ENOTED. REPLACE OCCUPANCY SENSOR SWITCHES. ALL CEILING TILES TOARMSTRONG 8ECONO'LOOK. O. PATCH AREAS ADJOINING AND/OR ADJACENT TODEMOLITION WORK TVMATCH BELOW ITEMS SHOWN FOR REFERENCE ONLY F REMOVE AND SALVAGE FIRE EXTINGUISHERS&CABINETS FOR REUSE. EXISTING AND/OR NEW CONSTRUCTION. d` .p SWITCH E. PROVIDE NEW FLOORING&BASE UNLESS OTHERVNGENOTED. d` GYNTCM'OCCUPANCY SENSOR � vo SHEET TITLE: � F. REPAINT ENTIRE SUITE THROUGHOUT UNLESS VTMERVNSENOTED. PRIMER&2 TELE/DATA OUTLET � s/ COATSOFSMERVNVLUAMSPA|NT. TR|MD|FFERENTC0|OR DUPLEX OUTLET Demolition emolition an d ������ � ��&~ o �`wv��TES G. YmHERENEVYDOORS, FRAMES&MARDVv8REARE PROVIDED, ��KTCUEXISTING QUAD� �� BUILDING STANDARD TYPE SIZE, FINISH TOUCH ����0~ ��p������� ` ' � �~'��p�p� Plans &DOORS WHERE NEEDED TUAPPEAR ASNEW. FLOOR OUTLET REMOVE PORTION VFEXISTING BEARING WALL TOCREATE NEW 13'VV|DF REMOVE APORTION nFEXISTING WALL TOCREATE WIDER OPEN OFFICE. OPENING. SEE STRUCTURAL DETAIL 2/G1.0FOR ADDITIONAL INFORMATION. ' REFER TOSTRUCTURAL DRAWING FOR ADDITIONAL INFORMATION. U PROVIDE J'BOXAND PULL STRING FOR TENANT-SUPPLIED VOICE&DATA. P]< EMERGENCY LIGHT COORDINATE OPENING SIZE WITH 2KQ01` KEYNOTE#3. [D JUNCTION BOX RENYVVEEXISTING CUGTOK� CAGEVYORKAND ELECTRICAL CONDUITS. - �y REMOVE 8PORTION 0FEXISTING VALLT0|NGTALLNGVYNDOV ` THERMOSTAT « � � m� � � � 8 REMOVE EXISTING CASEWORK WITH 8|NK� CAP PLVMR|N8UNDER THE FLOOR REFER TO20�01FOR PLACEMENT AND STRUCTURAL DRAWING FOR u �, BLANK OUTLET T HEADER DETAIL INFORMATION. REMOVE EXISTING TOILET PARTITION AND LAVATORY T0PROVIDE ADDITIONAL IN-FILL OPENING TOMATCH ADJACENT WALL TYPE. EXISTING STAIR HANDRAIL TOREMAIN 8G'|8 E EXISTING DRAWN BY. pAyK � FLOOR CLEARANCE PER ADA CODE REQUIREMENT. \��/ NEVV(3)2X6LAkV|NATEDPO8TFORNEVVHEADER SEE 2/S1.0F0R /�\ NEVv4''0' VVx�''0" MTE��PEREDVNNOOVV� INSTALL 3''0"AFF N NEVYORRELOCATED DATE ISSUED: 70.27./3 � ��� REkVOVFEQUIPMENT AND CAP PLUMBING UNDER THE FLOOR� ADDITIONAL INFORMATION. \/�/ FE FIRE EXTINGUISHER /7��VY���/����T 09 �� 20yg PROVIDE DEDICATED OUTLETANDVENTING FOR TENANT PROVIDED � � � � /�\ CENTER TYP \`�/ ADA-COMPLIANT PROVIDE RE��OVEEX|ST|NGSM0VVERSTALL PREP ' � � /c/N�\L /���VV/�0/!�/�T �� �� ��01g � � \^/ VENTILATION PER 2VM3MGCSECTION �5051 &SECTION 5O7.2.3FOR ° � � REMOVEEXISTING SINK AND CAP PLUMBING UNDER THE FLOOR /�� NEVV4''0"VVx3'0' MTEMPERED OPERABLE VNNOOVKINSTALL 3'0" DO��[ST|CCOOKING APPLIANCE, PERMIT SET 10.22.2019� AFF REMOVE PORTION OFEXISTING VXALL� PREP FOR NEVVDOOR PER 20\201� /�\ EXISTING RESTROOM TOBEUPGRADED TOMEET CURRENT ADA OES|GNCENTER LAYOUT SHOWN FOR SCHEMATIC PURPOSE. FINAL CODE. REFERENCE ELEVATIONS>08301. LAYOUT MAY BEDIFFERENT. TU8ECOORDINATED WITH TENANT. � SHEET:� A201 � LRS xvmtewxucmmm � � of lc06 (E)BLDG A R C H I T E C T S MECH. 720 NW Davis 50&221.1121 9P ♦ Suds 300 503221.2077 0 (E)BLDG. ® ® Portland OR 87M WWW.Irsatchdeds.com ¢::: ♦ ¢ :: ELEC. ♦ _ El ) 10L 5 A%, E 10 ¢ � `'C, O ¢ ITI O I I ¢ R s ¢ N C S9YtP Lt fns. o ® ¢ _.. (E)BLDG ¢ _ ELEC. GYA OF 00, ¢ ¢ PORILAID �1 , O z OF m mi a m m ¢ ¢ ¢ ¢ CONSULTANT: ¢ O FlC A ¢ uart RL 110 q •;, L 11 .:. n 91ir ¢ ¢ � :cy 0 0 s • FF O C 4 O _y„ ¢ (N)SHARED .. L \ r._9„ m 4 N \ m \ ¢ 1 ucRr ¢ �" N)PHONE ¢ O lCa ¢ 1z4 ¢ ¢ PROJECT NUMBER: 219257 ¢ ¢ ¢ ¢ Paulson 's Floor Coverings - Office N N Relocation 1. REFLECTED CEILING PLAN - DEMO 2. REFLECTED CEILING PLAN 11565 SW Hall Blvd, SCALE: 1/8" = 1'-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 ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO NEW HEADER. SEE STRUCTURAL DRAWING FOR ADDITIONAL INFORMATION. 2X4 ACOUSTICAL SUSPENDED CEILING O ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION. ® HVAC SUPPLY B. ALL MECHANICAL WORK IS DESIGN BUILD-EXISTING&NEW DIFFUSERS HVAC RETURN SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT MECHANICAL PLANS TO EXISTING BUILDING STANDARD LIGHT FIXTURE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION. I�X EXISTING LIGHT FIXTURE TO BE REMOVED OR RELOCATED �—y C. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING, STROBES,SMOKE DETECTION&SPRINKLERS TO ARCHITECT FOR REVIEW AND COORDINATION PENDANT LIGHT FIXTURE PRIOR TO CONSTRUCTION. D. REPLACE ALL DAMAGED CEILING TILES&GRID TO MATCH EXISTING BUILDING O RECESSED LIGHT FIXTURE STANDARD. 3 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 AND FINISH. ® EXHAUSTFAN Ceiling Plans CEILING HEIGHT AFF 0 g OS SPEAKER E ® SMOKE DETECTOR tl FS FIRE STROBE r DRAWN BY: PMK DATE ISSUED: 10.21.19 REVIEW SET 09.20.2019 FINAL REVIEW SET 10.21.2019 U Lf I >/X r PERMIT SET 10.22.2019 N O, O a E a A202 SHEET: LRS Architects,Inc.0 2019 r E 0 E Lr ARCHITECTS 720 NW D®Ws 50&221.TM R *� T-9 5 *r_0 BUPA 3M =221 7 DA301A301 A301 6 NEW FULL-HT WALL TO PDf�Id OR Q72pe w wy i�,m5'-2'± 6'-0" A302 BOTTOM OF STRUCTURE ALIGN 5/6" 0" '-0" 3'-10 3/4" 2'-6 1/2" 3'-10 3/4" 0" 0" 1/2" 2'-11 1/4" IL 4 EQ ABOVE EXISTING CEILING 3 (EQ) 3(EQ) 3 (EQ) 5(EQ) GRID. VERTICAL VERTICAL SURFACES, P x SURFACES, P-x � P-x \ / PL-x \ / / \ PL-x \ " - - // - - _ _ o / - = VERTICAL } C? - E Q = o ICR61 \ SURFACES, NEW STOREFRONT DOOR 27 _,�:o HORIZONTAL PL-x oj� � AND WINDOWSYSTEM-TBD �`'SURFACES, a HORIZONTAL zP-x HORIZONTAL HORIZONTAL Z PL-x IMICROI SURFACES,SURFACES& SURFACES& x / /BACKSPLASH, - - BACKSPLASH, ) _ X j FMTL �, \ PL-x - - - pL_x - - - I (NIC) w i ff COOKTOP / \ o / \ \ o _ i90 DW - _ _ _ _ _ _ _ BELOW s \ i TO REMA NF EXISTING WALL / ONLY / r / / TEMP TEMP '\ / TEMP TEMP VERTICAL VERTICAL SURFACES, SURFACES, PL-x PL-x OPENING AA3 RUBBER 6 RUBBER 6 A301 A301 BELOW A301 BASE, RB-x A301BASE, RB-x2'-0" 3'-0" 2'-0" 2'-O" T-10 3/4" 2'-6 1/2" 2'-10 3/4" T-0" 2'-0" V-0 1/2" T-0" 3'-0" T-0" EQ 6'-0" EQ CCINSULTANT: CL ( ) 6(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: 114"= V-0" SCALE: 1/4"= V-0" SCALE: 114"= 1'-0" CLEAR SILICONE CAULK AT SEAM CONTINUOUS CONTINUOUS 2'-1"U.O.N. e. (TYP) FRENCH CLEAT FRENCH CLEAT CHROME ACCESSIBLE FAUCET V-0"U.O.N. 1'-0" U.O.N. ADA COMPLIANT STAINLESS PLASTIC LAMINATE AT PLASTIC LAMINATE AT ALL EXPOSED& 1„ STEEL KITCHEN SINK NEW BUILD-UP WALL PER ALL EXPOSED & SEMI-EXPOSED SURFACES OVER 3/4" PLASTIC LAMINATE ALL EOSED 4/A302 SEMI-EXPOSED AEXPOSED SURFACES OVER 3/4" SUBSTRATE; SELF EDGE &SPAS a SUBSTRATE; SELF SURFACES&EDGES (SEE OPEN / NEW TEMPERED GLASS EDGE WHITE INTERIOR w/ ELEVATION)OVER 3/4" BEYOND l e o� WINDOWS-INSTALL ADJUSTABLE SHELVES(TYP) MEDIUM-DENSITY FIBERBOARD w CENTER ON NEW WALL MADE W/EXTERIOR GLUE. WHITE INTERIOR(TYP) 4"WIRE PULLS, BRUSHED TEMP TEMP WHITE INTERIOR w/ ALUMINUM q ADJUSTABLE o 4"WIRE PULLS, BRUSHED PLASTIC LAMINATE OVER 3/4" ALUMINUM(TYP) SUBSTRATE REMOVABLE BASE 2r_�rr 2r_Orr > M n o - � SHELVES(TYP) � EXISTING q- N 0 CABINET DOORS W/ FULLY PARTIAL-HT WALL 5" W PLASTIC LAMINATE AT ALL EXPOSED & PROUEGT NUMBED 219257 AND HANDRAIL TO r - - 1 SEMI-EXPOSED SURFACES OVER 3/4" BLACK HEAT z PROOF WRAP REMAIN SUBSTRATE; SELF EDGE CONCEALED EUROPEAN HINGE & 4"WIRE PULLS, PIPING SED QUICK SNAP OFF CAPABILITY paulson 's Floor MICROWAVE BRUSHED (NIC) WHITE INTERIOR(TYP) ALUMINUM(TYP) I OPEN TO WALL, NO BACK Coverings - Office VERIFY SIZE OF MICROWAVE WITH TENANT a PRIOR TO CONSTRUCTION T.O. FIN_FLR _ 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 X HIGH UPPER CABINET 6. MICROWAVE CABINET SECTION 7. TYPICAL LOWER CABINET w/ SINK SCALE: 1/4"= V-0" SCALE: 1"= 1'-0" SCALE: 1"= V_0" SCALE: I"= 1'-0" 2' 1" 2'-1"U .O.N. CLEAR SILICONE CAULK AT SEAM(TYP) CLEAR SILICONE CAULK AT SEAM(TYP) NEW TRIMMER STUDS-SEE STRUCTURAL DETAIL ON S1.0 PLASTIC LAMINATE COUNTERTOP&SPLASH PLASTIC LAMINATE COUNTERTOP&SPLASH AT ALL FOR ADDITIONAL AT ALL EXPOSED SURFACES&EDGES(SEE EXPOSED SURFACES&EDGES(SEE ELEVATION) INFORMATION ELEVATION)OVER 3/4"SUBSTRATE OVER 3/4"SUBSTRATE V� III/ 1" IIIL - - - - - - - - - - - - - - - JIII IIII NEW GLB HDR-SEE --'mak/J 4"W RE PULLS, BRUSHED IIII STRUCTURAL DETAIL ON S1.0 Izz4"WIRE PULLS, BRUSHED ALUMINUM (TYP) IIII FOR ADDITIONAL ALUMINUM(TYP) IIII IIII INFORMATION SHEET TITLE: N IIII IIII _ _ _ _ IIII Interior Details OPEN PLASTIC LAMINATE AT ALL PLASTIC LAMINATE AT ALL IIII BEYOND IIII SEMI-EXPOSED SURFACES OVER SEMI-EXPOSED SURFACES OVER c 3/4"SUBSTRATE, SELF EDGE o 3/4"SUBSTRATE; SELF EDGE IIII <v WHITE INTERIOR w/ADJUSTABLE WHITE INTERIOR w/ADJUSTABLE IIII IIII g SHELVES(TYP) - - - - - - - - SHELVES(TYP) IIII IIII E BASE AS SPECIFIED (TYP) BASE AS SPECIFIED(TYP) x 0 r 2'-2" 13'-0" 2'-5" ANGLED DIRAWN PMK 4 v NEW OPENING-SEE STRUCTURAL DETAIL VIEW [?ATE ISSUED: 10.21.19 Al- REVIEW SET 09.20.2019 T.O. FIN. FLR 3" FINAL REVIEW SET 10.21.2019 U PERMIT SET 10.22.2019 8. LOWER CABINET W/ DOOR 9. DRAWER BASE 10. INTERIOR ELEVATIONS - SUITE ENTRY 100 a SCALE: 1"= 1'-0" SCALE: 1"= 1'-0" SCALE: 1/4"= 1'-0" u a SHEET: A 301 0 ti LRS ArcMects,Inc.0 2019 E 0 E LFs ARCHITECTS 726 NW Davis 80&221.t12i IR 2'-5" 6'-0" VIF VI F 18 GA. DEFLECTION 18 GA.DEFLECTION EXISTING CEILING, FIELD Sufte 3W 502` 7 D CHANNEL SECURED TO CHANNEL SECURED TO VERIFY WOOD STRUCTURE WITH WOOD STRUCTURE WITH PbrBand OR 37206 WW.kswchbcwAm #12-1/2"WOOD SCREWS #12-1/2"WOOD SCREWS AT 24"O.C.MAX--USE AT 24"O.C.MAX-USE \ \ SELF DRILLING POINT OR EXISTING WOOD STRUCTURE, SELF DRILLING POINT OR PRE-DRILL TRACK FIELD VERIFY PRE-DRILL TRACK A% c / TEMP EXISTING CEILING TO REMAIN EXISTING CEILING TO REMAIN 4 TEMP TEMP ` 3-5/8"25 GA(362S125-18) 3-5/8"25 GA(3625125-18)MTL MTL STUDS @ 24"O.C. NEW TEMPERED WINDOWS- F FL SINGLE OPENING © DOUBLE OPENING STUDS @ 24"O.C.NTH 5/8" FLUSH PANEL FULL LITE GYP. BD.EACH SIDE. EXTEND NTH 5D GYP.BD.EACH MTL _ ACTUAL SIZE TBD '91 FROLMOFM MTL STUDS AND GYP. BD. FULL SIDE. EXTEND MTL y�y HEIGHT TO UNDERSIDE OF STUDS AND GYP. BD. FULL `7 NOTES: NOTES: OFISTRUCGHT OTUREDABOVE. OF STRUCTURE ABOVE. PROVIDE ERSIDE MEZZ FLOOR 3"SOUND ATTENUATION BATT PROVIDE 3"SOUND 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 FIT IN ATTENUATION BATT EXISTING PARTIAL-HT WALL TO STUD INSULATION FRICTION FIT REMAIN DOOR TYPE AND FINISH. IN STUD 2. PROVIDE TEMPERED GLASS AT ALL RECITES UNLESS OTHERWISE NOTED. POWDER DRIVEN c 2. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING. REPLACE ANCHOR AT 2'-0"O.C. CONSULTANT' ALL ORB DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE. THRU MTL.STUD BASE ON BOTH SIDES AS N> WALL BASE TRACK,UON SPECIFIED SHARED LOBBY EXISTING SLAB _ EXISTING FLOOR 1. DOOR TYPES 2. DOOR FRAMES & RELITE TYPES 3. FULL-HT WALL (WOOD STRUCTURE) 4. BUILD-UP WALL (WOOD STRUCTURE) SCALE: 114"= 1'-O" SCALE: 114"= 1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" WALL MOUNT LIGHT FIXTURE (TBD) 18 GA.DEFLECTION MIRROR (SIZE TBD) CHANNEL SECURED TO WOOD STRUCTURE WITH #12-1/2"WOOD SCREWS AT 24"O.C.MAX--USE SELF DRILLING POINT OR EXISTING WOOD STRUCTURE, PRE-DRILL TRACK FIELD VERIFY GRAB BAR EXISTING CEILING TO REMAIN 3-5/8"25 GA(362S125-18)MTL c O STUDS @ 24"O.C.WITH 5/8" GYP.BD.EACH SIDE. EXTEND MTL STUDS AND GYP.BD. FULL PROJECT"BER 219257 z HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE. PROVIDE N� 3"SOUND ATTENUATION BATT ADA COMPLIANT SINK PLASTIC LAMINATE SEAT COVER ;_o INSULATION FRICTION FIT IN Paulson I'S Floor AND FAUCET; PROVIDE WAINSCOTING AT WET DISPENSER-TBD m STUD HEAT WRAP AT ALL WALLS, TYP. (PL-x) TOILET PAPER = EXPOSED PIPES 6"CONTINUOUS COVE DISPENSER-TBD Coverings Coverings - Office BASE,TYPICAL STOREFRONT SYSTEM WITH A B NOTE: DOUBLE DOORS Relocation ADD SANITARY NAPKIN DISPENSER EXISTINGSLABO_ 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: 114"= 1'-0" REFER TO SHEET A100 FOR STANDARD MOUNTING HEIGHTS SCALE: 1/2"=1'-0" SHEET TITLE: s �I Interior Details r N m ❑ V 0 0 YS `m E x 0 DRAWM INY' PMK DATE ISSUED: 10.21.19 REVIEW SET 09.20.2019 Y FINAL REVIEW SET 10.21.2019 U PERMIT SET 10.22.2019 7 2 SHEET: A 302 s 0 N LRS Architects,Inc 0 2079 E m E STRUCTURAL NOTES L f 01.0 GENERAL NOTES A R C H I T 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 1R to the extent shown. 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of Suite 300 503 221.2077 D openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify Portland OR 97209 www.lrsarchitects.com 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. E� PRO 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. \S` o t N 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code' (OSSC) as F oy amended by all other state and local codes, permits, and building department requirements that apply. Q 645P$ 6. Where reference is made to ASTM, AISC, ACI or other standards, the Code referenced issue shallG apply. 7. Details shown on the drawings are intended to apply at all similar conditions and locations. R ON` 8. Do not scale information from drawings. �� ✓fir 0s, rT A 02.0 FOUNDATIONS RENEWS: 06-30-2020 1. The soil pressure used for design was1500 psf. CONSULTANT: 06.0 WOOD FRAMING UP 1. All glue-laminated beams (GLB)to comply with the requirements of ANSI A190.1. Beams shall be _ W D Douglas Fir 24F-V4 for simple span beams, 24F-V8 for beams with cantilevers or continuous spans, and Identification number 2 for columns except columns exposed to view shall be Identification number 3 per AITC 117 design specification. Beam appearance grade shall be industrial, except 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 ph:503.203.8111 fx:503.203.8122 Joists, beams and stringers 2x&4x DF #2-19 percent M.C. www.wdyi.com Bucks, blocking, bridging and misc. DF#3 or better Structural 2x studs DF#2-19 percent M.C. Plates, sills and headers for wall framing DF#2 K.D. — 15 percent M.C. Posts DF #1 — 19 percent M.C. Sills, ledgers, plates, etc embedded in or in Pressure treated Hem Fir#2 — contact with concrete, not exposed to weather AWPA UC2 ACZA Not Allowed \ 3. Crossbridge or solid block at 8'-0" maximum on center for solid sawn floor or roof joists 12 inches and I' \ deeper unless bottoms of joists are to receive direct applied ceiling. 4. Framing anchors,joist hangers, post caps, etc., shall be by'Simpson Strong-Tie'. Install per ? \ manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all — holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped I galvanized and attached with hot dipped galvanized (2.0 oz per square foot) or stainless steel nails or 2 — 2 screws. Framing anchors installed at exterior locations exposed to weather are to be stainless steel — — — — — S1.0 S1.0 with stainless steel fasteners. _ \ 5. 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 _ FOR INFO NOT capacity of hangers and connectors. Nail heads shall not penetrate the face veneer of plywood \ SHOWN SEE( panels. 6. Cutting and notching of joists not allowed. 2'-0"I X01 QO 2' 0" \ �"F6'A 'sry+ro U P (2) SIMPSON A34 TYP AT KING STUD 14' 0"± 02019 w❑v,INC EXISTINGWALL STUD TO REMAIN AS 2x CRIPPLES W/(1) SIMPSON A34 TOP i PROJECT NUMBER: 219257 i AND BOT Paulson I'S Floor Coverings - Office FOR INFO NOT Relocation SHOWN SEE@ S2.0 11565 SW Hall Blvd, (4) 16d EQ. Suite 180 SPACEDTO - - - - - \ � Tigard, Oregon 97223 GLB J S1.0 NEW 2x SILL PLATE W/(2) 16d TO EA STUD AND 16d AT 6" O.C. TO GLB BELOW (2) SIMPSON A34 TYP AT KING STUD (N) GLB HDR PER PLAN \ EXISTING WAL STUD TO REMAIN AS 2x SIMPSON LCE4 EACH SIDE POST TO GLB CRIPPLES W/(1) SIMPSON A34 TOP AS / (N) (3) TRIMMER STUDS AND (1) KING REQ'D AND (1)A34 BOTTOMSTUD EACH /SIDE A / LAMINATE W/ 16d AOT 6 O.C.CF NEW OSTAGGEREPENING ID `�s S1.0 (2) SIMPSON A34 EACH POST TO SILL PLATE REMOVE AND REPLACE (E) \ / FLOORING AS NEEDED \ (E)2x T&G FLOORING \ / (E)WALL (E)2 x 6 SILL PLATE STUD SHEET TITLE: i (E) 6" STEM WALL CONTINUOUS 2x W/(2) 16d TO PARTIAL ROOF EXIST STUDS ABOVE INSTALL Q PRIOR TO HEADER FRAMING PLAN a Q 2'-0" MIN CLEARAN6_ w (N) HDR PER PLAN d To OPENNG ; +I AND DETAILS dQ U iv SIMPSON A34 EACH a d (E) DUCT Z ON SIDE OF OPENING OPENING O 4 ?� (1) TRIMMER STUDS AND (1) KING STUD X EACH SIDE OF OPENING NAIL LAMINATE d d d 4 W W/ 16d AT 6" D.C. STAGGERED DRAWN BY: a d 4 DATE ISSUED: 4 4 40 x a (E)WALL (2) SIMPSON A34 AT EACH DOOR JAMB PERMIT SET 10.18.2019 a O F- W WSTUD TO SILL PLATE. REMOVE AND REPLACE p a 4 Z u- 0 Lu (E) FLOORING AS NEEDED —1 —� (E) CONTINUOUS FOOTING N 2 GLU-LAM HEADER 3 TYPICAL DOOR HADER 1. PARTIAL ROOF FRAMING PLAN SHEET: siso SCALE r=1'_0" SCALE# 1"=1'-0" SCALE: 3/16"= 1-0 LRSAmbdects,Inc 02019 ARCHITECTS I 720 NW Davis 503.221.1121 '8 Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com Lf (1) FULL HT AND BEAREA. SIDE IOF HDR NG D Q G� PN�fFss/oy NON BEARING CLOSET Q 645P �� r WALLS TO BE REMOVED (N) DOOR BENEATH EAST R ON (N)4x8 HDR DF#1 GLB PROVIDE TYPICAL JAMB �O ✓�Y oe. FRAMING W/(1) FULL HT TTA STUD EA SIDE SEE ARCH I L) RENEWS: 06-30-2020 CONSULTANT: WD UPYY ❑ \ 6443 SW Beaverton-HilPOrelgonl9 Hwy, 2,suite 210 Portland, \ \� ph:503.203.8111 fx:503.203.8122 \ \ www.wdyi.com STRUCTURAL NOTES _ \ 01.0 GENERAL NOTES 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes \ to the extent shown. 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of FOR INFO NOT \ openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify SHOWN SEEe owner's representative of any discrepancies. 3. Construction means, methods and all necessary temporary support prior to completion of vertical and ° UP S1.0 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. 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code" (OSSC) as amended by all other state and local codes, permits, and building department requirements that apply. i 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 ©2019wov.INC Roofs Dead load 12 psf Live load snow 25 sf per 1608.1 i H1 PROJECT NUMBER: 219257 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 (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 items y H1 / TYPICAL EA. END. PROVIDE /� producing a hanger load over 50 lbs. shall be hung by a system approved by the owner's i / TEMP. SHORING AS REQ'D. Coverings - Office representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to \ H1 transfer these loads to the main structural beams or walls unless otherwise approved. Relocation 9. Brace all mechanical and electrical equipment piping, etc.to the top of structural members to resist lateral forces as specified in Section 13.6 of the current edition of ASCE 7 using a system approved by the mechanical or electrical engineer respectively. 11565 SW Hall Blvd, 10. Details shown on the drawings are intended to apply at all similar conditions and locations. � 11. Do not scale information from drawings. Suite 180 Tigard, Oregon 97223 06.0 WOOD FRAMING \ i 1. All lumber species and grade to be as follows: Joists, beams and stringers 2x&4x REMOVE HALLWAY WALL.DF#2-19 percent M.C. / i 6" nominal &greater beams and stringers DF#1-19 percent M.C. \ i / WEIGHT OF EXISTING SKY LIGHT FRAMING < 200# Bucks, blocking, bridging and mist. DF#3 or better CONTRACTOR TO FIELD Structural 2x studs DF#2-19 percent M.C. \ / i VERIFY DURING MO. Plates, sills and headers for wall framing DF#2 K.D. — 15 percent M.C. Posts DF#1 — 19 percent M.C. Sills, ledgers, plates, etc embedded in or in Pressure treated Hem Fir#2 contact with concrete, not exposed to weather AWPA C2 Not Allowed \ / Exterior, above ground construction exposed Westernn Cedarsars#2 or better or to weather pressure treated Hem Fir#2 AWPA UC3B Posts, etc. embedded in or in contact Pressure treated Hem Fir#2 with ground AWPA UC4 i 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 i AFTER WALL REMOVAL DUE TO deeper unless bottoms of joists are to receive direct applied ceiling. DIFFERENTIAL SETTLEMENT. 3. Framing anchors,joist hangers, post caps, etc., shall be by 'Simpson Strong-Tie'. Install per CONTRACTOR OPTION TO INSTALL manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all DOUBLE 2x10 W/(1) FULL HT STUD SHEETTITLE: holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped AND (1) BRIG STUD TO ALLEVIATE galvanized and attached with hot dipped galvanized (2.0 oz per square foot) or stainless steel nails or POTENTIAL CRACKING. FRAMING AND screws. Framing anchors installed at exterior locations exposed to weather are to be stainless steel with stainless steel fasteners. LA /�/�/ / IT PLAN 4. All nailing shall be per Table 2304.9.1 of the IBC. Nails called for on the drawings shall be common v 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 plywood panels. 5. Cutting and notching of joists not allowed. A one-inch (11") 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 part of the notch is to be deeper than 25 percent of width of stud. Holes of diameters up to 1/3 of width N of stud may be drilled in stud but not in center 1/3 of height. The edges of drilled holes are to be at DRAWN BY: least 5/8-inch from the face of the stud. 1. FRAMING AND LAYOUT PLAN DATE ISSUED: SCALE: 3/16°= r-O° PERMIT SET 10.18.2019 SHEET: SZO LRS Architects,Inc.0 2019