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Plans (12) BUP2O1 6 - 00198 Hcus m , Th -hete,........_. RECEIVED MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING JUN 15 2016 7650 S.W. Beveland, Suite 120 CITVOF TIED Tigard, Oregon 97223-8692 BUILDING . M4 nnI (503) 244-0552 ri] TfloroOroon � ❑ Code Analysis Sheet Index AREA OF WORK BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH AO COVER SHEET AND SITE PLAN sir/�,, ' 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS A2.1 DEMOLITION PLAN AND FLOOR PLAN /', ��� A3.1 DETAILS ED CEILING PLAN / �'� A2.2 ,;/�,/ OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 OCCUPANCY: B ❑ ����'- General Notes %D A OAP CONSTRUCTION TYPE: III–B ��1�" MC rep.(7, A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS �� jr FIRE–RESISTANCE RATING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START4 5 REQUIREMENTS: PER OSSC TABLE 601OF WORK. ylt r� EL,/ STRUCTURAL FRAME: 0 HRS. B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. • - / EXTERIOR BEARING WALLS: 0 HRS. C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF CI)) TIGARD, OREGON EXTERIOR NON–BEARING WALLS: 0 HRS. r' INTERIOR NON–BEARING WALLS: 0 HRS. NOT LESS THAN 2–A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR O� 0� ❑ ' \ FLOOR CONSTRUCTION: 0 HRS. AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO ZD.ROOF CONSTRUCTION: 0 HRS. EXCEED 75'. GD. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE Client: EXCEED 100'-0" PER OSSC SECTION 1014.3 (LESS THAN PERMIT). GLP 30 OCCPUANTS) E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING 200'-0" PER OSSC SECTION 1016.2 IS OCCUPIED". ❑ I I— I. iiF. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) EGRESS ILLUMINATION: PER OSSC SECTION 1006 COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO Il I ! ii. MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE PER ASTM C840. (ALL NEW WALLS) BE ILLUMINATED AT ALL TIMES THE BUILDING IS IP, BE PROVIDE MINIMUM 1 FC ILLUMINATION AT G. PATCH AND REPAIR ALL MODIFIED WALL SURFACES TO LEVEL 4 THE FLOOR LEVEL. FINISH; LEVEL 4 FINISH WALLS TO RECEIVE (1) COAT PRIMER, One SW Columbia-Suite 950 1—rirtrirJ— EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH Portland, Oregon 97258 EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY TO BE PER ASTM C840. ❑ ° ' ILLUMINATE THE PORTION OF THE EXTERIOR EXIT H. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE AND FOUR SILENCERS FOR SINGLE ACTING PAIRS OF SWINGING Project: DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR DOORS. DO NOT FURNISH SILENCERS FOR DOORS WITH Key MORE EXITS WITH THE ITILLUMINATIONPO TI for SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY WEATHERSTRIPPING OR GASKETING. iik Plan CAPABLE OF PROVIDING POWER FOR A DURATION OF I. WOOD STUDS AT CONTRACTOR'S OPTION. yr No Scale NOT LESS THAN 90 MINUTES PER OSSC SECTION J. VERIFY POWER AND DATA OUTLET LOCATIONS AND MedFocus 1006.3. REQUIREMENTS WITH TENANT AND LANDLORD. PLUMBING FIXTURES K. RELOCATE LIGHTS AS REQUIRED FOR NEW WALL PLACEMENT. OCCUPANT LOAD PER OSSC TABLE 2902.1 B OCCUPANCY: 4,902 SF/100 -u--b111111110 TOTAL OCCUPANTS: 49 PERSONS Deferred Submittals Loins Bldg 25 MALE, 25 FEMALE 12250 SW Garden Place 1: 1-25 OCCUPANTS FOR THE FIRST 50 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE Tigard, Oregon SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN REQUIRED PROVIDED RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD At THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING LAVATORIES THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN Sheet Title: MALE 1 1 REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO °u FEMALE 1 1 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS ilita �3 UNISEX 0 1 SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL Cover Sheet DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. '� corgi ,` WATER CLOSETS MALE 1 1 NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT and '.• � . FEMALE 1 1 COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING UNISEX 0 1 1. MECHANICAL DESIGN Site Plan 2. ELECTRICAL DESIGN SINKS 0 1 3. LOW VOLTAGE -�ti ifj- 4. EGRESS ILLUMINATION v' \llith ‘1111 /j • c3� 5. PLUMBING CITY OF TIGARD _ trA606 ° ® ,� REVEWED FOR CODE COMMAND' a' O �� . Keynotes O� a.F „0` �. e 1 APP•oveds �.p * k r •,'3' (�• -^' D � + ��- OTC Rev s• , . . , . a, te_ iz\ Permit lbLLPao Ca'�IcfS _ /+nr p� �`• 1. (2) EXISTING ACCESSIBLE PARKING STALLS, ACCESS AISLE, s Add.esoS 2�5s _��Nk ace 1: , CURB RAMP AND SIGNAGE 1 dr 1" 'Of Sulo #: r ,����€r�� ���� •'�/ �4 SITE LOCATION r ' ;(! �. S. B Data •� _— ilt _ ,...„3/4 �. " t -, OFFICE COPY w.v. ,,,, o -: B -At liN)te 17141111"11111111111 �MO,� ' �• / �� le SW ARP P • Ot ..x-• I. 4,„„ I i li ) \ w _ >_ ! ' 1! r p'n �� ,04..-_,..:„:',11.1 � 'Pay? • • V - MILDREN DESIGN GROUP, P.C., 2016, ALL kap y ..• RIGHTS RESERVED 3 , +fl�f..t MILDREN DESIGN GROUP, P.C., AND ARE "' , Pond \ �3 w , 5" - ta ' / i F1 THESE DRAWINGS ARE THE PROPERTY OF - - tf NOT TO BE USED OR REPRODUCED IN ANY ..,.. MANNER, EXCEPT WITH THE PRIOR WRITTEN • l- a iI PERMISSION OF MILDREN DESIGN GROUP, P.C. _ _ ______\ h I ; , • �,� , �i ` Date: 15 June 2016 e., y l ri: s; Drawn by: Checked by: ik s 1! DAV Site Plan 1.) ` 'x Job Number: 116098 my No Scale 4k Vicinity Map Sheet ` / No Scale �� Permit Submittal - June 2016 A0. 1 Demolition Keynotes ® 1 .8 ® is ® 1 .8 ® Dl. REMOVE WALL TYPICAL D2. REMOVE DOOR AND FRAME 7itiosw's • D3. REMOVE RELITE AND FRAME MILDREN DESIGN GROUP, P.0 D4. REMOVE COFFEE BAR, SINK AND UPPERS D5. REMOVE PORTION OF WALL FOR NEW 6'x4' RELITE; VERIFY ARCHITECTURE SPACE PLANNIN( LOCATION WITH TENANT 7650 S.W. Beveland, Suite 120 I 1 ® I I D6. REMOVE DOOR AND SAVE FOR RELOCATION TO BREAK Tigard, Oregon 97223-8692 ROOM (503) 244-0552 O D7. REMOVE PORTION OF WALL FOR NEW 18"x7' TEMPERED RELITE A W _ _ -- , A - -,- D8. RELOCATE THERMOSTAT AT r01 , I ■■ r A N �J I ♦ ♦ N `I ♦ ♦ /N I - N N N N I N N O FIC I � i FICE 110 NN OFFICE III lap f 111 I X X 4 X/A XX 109 I ( I I : OP N OFFICE I X X 4 )K/A X ► 201.49 S.F.I XXXXX 0 0 1 C 112 201.42 S.F. in /100 = 2.01 168.05 S.F. I I X X 4 X/A X 0 /100 = 101 N► B:EXITS 1 /100 = 1.68 Keynotes 0 - II I 643.75 S.F. B:EXITS 1 N N N B:EX 1 I 1. CENTERLINE OF WALL CENTERLINE OF MULLION TYPICAL gl I I /100 = 6.4' © N ♦ ♦ N ♦ WALL/CENTERLINE - - -' �" �© B:EXITS 1 t._ mmoximm CD ImilF -' E ,==.1 © 2. PROVIDE FALSE MULLION AT WALL TO STOREFRONT il :• f / I 3. COFFEE BAR WITH SINK AND TENANT ,I" EXIT TRAVEL •[STANCE=105'-2" N►� - - - - - - - - - - - R - - - - - - - - - - - - - - - - - - - N►� SUPPLIED/CONTRACTOR INSTALLED ACCESSIBLE \ (I - - I \ 1'-0' 8 ' I r, __ O - T - - © DISHWASHER - SEE DETAIL 5/A3.1 Jl iTi� __ _ TYP J �`� ■� - ...re N °� B , I B N N N - 4. 6x4 RELITE, SILL AT 3'-0" AFF, TEMPERED IF WITHIN II (v : : : i 41N MAIL ROOM , (0 44N UNISEX I 2'-O" OF DOOR 11- 4111 5XXXXX O 6. Yi€!; ) ° HVAC UNIT• FOR � `"1O _XXXXX' � 162.11 S.F. : _ - Keynotes 1. EXISTING SUSPENDED CEILING GRID, TILE AND LIGHTS TO REMAIN; ADD NEW LIGHTS AS INDICATED TO MEET EXITIlqwesessa" - ... , ® 1 .8 ® LIGHTING CODES 2. EXISTING LIGHTED EXIT SIGN TO BE REMOVED MILDREN DESIGN GROUP, P.0 3. 4'-0" ACOUSTIC BLANKET ABOVE CEILING CENTERED ON ARCHITECTURE • SPACE PLANNING PARTITION 7650 S.W. Beveland, Suite 120 4. REPLACE SAGGING CEILING GRID WITH NEW GRID AND TILES TO MATCH EXISTING Tigard, Oregon 97223-8692 (503) 244-0552 AMO MO n-' o---�1 - , p - ,r q r _,,, �'/ 'r- " - 9 a 1I I r - rib._ 3 Electrical Symbols III /� �f,bJ A- 0 D DUPLEX 120 VOLT OUTLET ON DEDICATED CIRCUIT Al0 �(cr © f //---i/Pr ®=N+60" DUPLEX 120 VOLT OUTLET AT 60" AFF � �J z N I R l I ° I�-- — 0-N+42" DUPLEX 120 VOLT OUTLET AT 42" AFF \\ �Jri o 101111 o 0-2MW (2) DUPLEX OUTLET FOR MICROWAVES, VERIFY POWER An OREQUIREMENTS AND MOUNTING HEIGHT <Q) /481c) I . N N VOICE/DATA OUTLET WITH PULL STRING TO ABOVE CEILING 4 05 VERIFY TYPE, NUMBER AND LOCATION WITH TENANT o ----- - M o • TIGARD, OREGON I ■ ► L3 I X EXISTING 2x4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC 9 OF O�� I X I EXISTING 2x4 FLUORESCENT FIXTURE TO BE RELOCATED S. �' _ /L A Client: co .. .. _ � �R] GLP X RELOCATED LIGHT FIXTURE II 4 1 1 1 1 /'' ► ,1 NEW 2x4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC • v 0 o LENS ON BATTERY BACK UP z N r NEW 2x2 FLUORESCENT LAY-IN FIXTURE WITH PRISMATIC One SW Columbia Suite 950 o Z o o 00.-410 9 LENS ON BATTERY BACK UP x Portland, Oregon 97258 - 0 EXISTING RECESSED LIGHT I - . ► -I 0 EXISTING EXHAUST FAN, VENTED THROUGH ROOF Project: D _ � , _ 0 EXISTING LIGHTED EXIT SIGN TI for F, _lilMedFocus 12250 SW Garden Place - \ Tigard, Oregon a _l Reflected Ceiling Plan Sheet Title: my 0 2 4 8 16 Reflected Ceiling Plan Revisions: MILDREN DESIGN GROUP, P.C., 2016, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 15 June 2016 Drawn by: Checked by: BK DAV Job Number: 116098 Sheet Permit Submittal - June 2016 A2.2 WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/6" NOMINAL METAL • ABOVE IS LESS THAN 5'-Q" PROVIDE STUD BRACING TO STRUCTURE • (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEET METAL SCREWS AT EACH END; PROVIDE • SIDE ONLY, STAGGER SIDES. WHERE DOUBLE STUD BRACE WHEN MULLION MILDREN DESIGN GROUP RC DISTANCE IS GREATER THAN 5'-9", DISTANCE TO STRUCTURE ABOVE DROVIDE BRACES EACH DIRECTION AT IS GREATER THAN 5'-9". BRACING 8'-0" 0/C 7 FALSE MULLION TO ARCHITECTURE • SPACE PLANNIM 45° TO BE PROVIDED WHERE DISTANCE MATCH EXISTING SYSTEM 7650 S.W. Beveland, Suite 120 BETWEEN PERPENDICULAR INTERSECTING WALLS OR / / Tigard, Oregon) 244 0552 8692 HORIZONTAL BRACING BETWEEN l SEALANT TAPE SEALANT TAPE l� WALLS EXCEEDS 8'-0" (DO NOT / z (503) 244-0552 ��,Ir�rallil. EXTEND BRACING INTO EXPOSED • �� / STRUCTURE AREAS) \ Y \ LIY2" x1Yz" x16GAx !Illr \ " WITH (4) #8 SCREWS 1 1 I SUSPENDED CEILING ,%ia ALUMINUM BRAKE SHAPE ,%�a ALUMINUM BRAKE SHAPE EACH SIDE 1 II 24" 0/C STUD CHART: TO MATCH EXISTING SYSTEM TO MATCH EXISTING SYSTEM CASING BEAD USG 200-A • 362 S 125-18 TO 9'-3" ATTACH STUD TRACK I • 362 S 137-33 TO 17'-6" TO BRACING THROUGH t i •„ • 400 S 162-33 TO 19'-10” OVERSIZED HOLE IN ��,® 5/6 GYPSUM BOARD EACH SIDE SECURE 70 STUDS WITH TYPE 'S' • 600 S 162-33 TO 25'-1" INTERIOR OFFICE WALL • INTERIOR OFFICE WALL GRID SCREWS AT 5" - 7" 0/C NOTES: ;/ SEE STUD CHART DETAIL 2/A3.1 • SEE A/E FOR ALTERNATE SIZES /�/ f II • • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE DETAILS FOR FULLY BRACED I •• VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS 4" RUBBER BASE 1 PICAL ilTYlliii 1 • REFERENCED BY 2014 IBC ;R� • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY , lit POWER-ACTUATED FASTENERS: OR APPROVED EQUAL /1/.______L__ �— WS� � l I'I •0.145°0 x " MIN. EMBED AT lief 12 0/C WALL TO 22' 0" N •0.145"0 x in MIN. EMBED ATTIGARD, OREGON 6" 0/C, WALL TALLER THAN Oji T Wall to Suspended Ceiling 22 K2 Stud Height Chart 3 Wall at Mullion 4 Wall at Storefront with False Mullion q4 OF 0,`�� 3"=1'-0" �A3.1 A3.1 3"=1'-0" A3.1 3"=1'-0" Stud Height Chart li 11 a Client: GLP PROVIDE 'INSTAHOT' SIZED PLASTIC LAMINATE FACE TO ACCOMMODATE SINK PLASTIC LAMINATE 2'-1i" AND DISHWASHER COUNTERTOP AND SPLASH SEALANT / / VERIFY CLEARANCES, WATER " PLYWOOD WITH PLASTIC I AND POWER REQUIREMENTS MICROWAVE 2,-1" LAMINATE. ATTACH 70 STUDS FOR TENANT COFFEE SERVICE / / MAXIMUM / WITH (2) 23" TYPE S BUGLE One SW Columbia-Suite 950 a PLASTIC TO!GHT TOP 7 HEAD SCREWS, COUNTERSUNK. LAMINATE OF TOP r ice, SET IN SEALANT BED Portland, Oregon 97258 6 o kIRI 7 COUNTERTOP AND AND/OR I j// A3.1 , SPLASH �\- CSO`UNTER " „" -1.,,,,""",""",".. """," ._..._............. Project: �' III �ti =i 1 \ /\ / \ , I FRENCH CLEAT SHIM CABINET _ Lo I I — WIRE PULLS TI for /\ CONTINUOUS _ / M / - b MOUNTS TO IN-WALL BLOCKING. BOX AS REQUIRED -� — •I CABINET BOX 11 ( i - NOTE: HIGH DENSITY >7 / \� .4> AS REQUIRED \--L—_—_7� - - - — PARTICLE BOARD MAY BE MedFocus \I I/ / a SUBSTITUTED FOR PLYWOOD -I �' _ _ _ _ _ _ _�`= rill nl UPON ARCHITECT'S REVIEW I ll I I r VERIFY 'IVIIH� I/ I II j a a • TENANT I ` �1 _ u PI o — — — I I = (TWP) 3/4" MDF co o • _ - \\ I I ~i I I- - - 7 m ADL. SHELVING WIRE PULLS 1 ) ) PLASTIC LAMINATE AT 3z MELAMINE FINISH. 11 ' PLYWOOD WITH r ¢ �nl m I' o \ / COUNTER TOP AND EDGE. I I II I', 3/4" MDF DOORS o i i � ATTACH TO SUPPORT W/ N 12250 SW Garden Place L_k - �_ J - P I u l iI 1 COVER BOTH FACES ° PLASTIC LAMINATE w N #10 x 2" SCREWS AT 6" Tigard, Oregon I Ore on REF NIC — — — — AND EDGES W/ ° ° 0/C, COUNTERSUNK LAW I -c= - ' FACE AND EDGE /1 L� _ _ PLASTIC LAMINATE ° ° BAND ° ° PLASTIC LAMINATE / o MELAMINE INTERIOR ° ° - c\ / ; MELAMINE INTERIOR 7 FACE AND EDGE BAND Sheet Title: 9 N WIRE PULLS TYPICAL ° ° MELAMINE INTERIOR Details a.______AI \ \ C7- 17 � 3�1 � ADJUSTABLE SHELVES ��� \ \ \ A3.I Ate/ TYPICAL 1 _0 Jr " �- BASE - SEE FINISH SCHEDULE BASE - SEE FINISH SCHEDULE IO'-6" CLEAR / SCRIBE TO FLOOR FLOOR STRUCTURE / 3" / SCRIBE TO FLOOR 1" 1 ACCESSIBLE DISHWASHER I 5� Coffee Bar Elevation 6 Upper Cabinet r ,\ Base Cabinet wtih Drawer Section s Base Cabinet Section A3.� %6"=1'-o„ A31 1W=1'-0" A3i 1%„_1'-0” A3.1 1%W"=1'-O,, wn«ea<a .a..Vwoam d-6410-casework-upper cabinet d-s.,o-ease.,ark-ea.e cabinet wlth drawer d-6410-casework-base cabinet with sink Revisions: I FLUSH FRONT STOREFRONT WITH 1/4" GLAZING; TEMPERED WHERE SHOWN Mill / II MILDREN DESIGN GROUP, P.C., 2016, ALL S RIGHTS RESERVED • / T S n THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY '\ MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. \ o Date 15 June 2016 i 0 0 Drawn by: Checked by: 1 EQUAL ( DAV EQUAL E0. E0. Job Number: 116098 9 Storefront Elevation Sheet o3.1 % "=11-0„ d-etorefronl-1 Permit Submittal - June 2016 A3. 1