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Plans c.. . .: .- R 0 REVISIONS BY SIMPSON PROPERTY GROUP , LP FANNO CREEK PLACE, .• a., . -" � i SW N • Ir, , . _ - � ' ,15 , A _t+ ET , w� SW Boones I 5 ° 'a' NI '-"� . `F 'w i . ?e,1 SY S�A=fER �, (+%`0 4 ;� sr, ,-NS w, �R J_ WiA T i F 10 t 20 , , " `� v� ¢�. #i y lL r IN- =3-1 �- _ I, GARD, ' cn -' : ,1., ar TON ^ SSW I' i` V : �, ` , N Et! i B RY ■ WI (�� CODE SUMMARY D �� �T L L cr �HDLAY�RD I �.,;�.: O � 1+ � -s Y � : �� GFN RAL NOTE`j� - - �, o. W-1-----_PARK- N ��_i � "�'";"%;;�i' �' .,}n e-_ N a,�2 1 s' I • `f.*' 6'N z9' 0���- -'-I� PLANS ,41E SU5JEC`fi TO FNAL REVIEW 5Y LOCAL, CITY, COUNTY AND DESIGN 5ASED ON 2010 OSSC. NO.JEAt "`ce TYPE OF CON$TRUGTlON: 1113 - SPRINKLERED R r,� •;c" Q° �� STATE AGENCIES_ PLANS ARE NOT TO BE CONSIDERED FINAL UNTIL y'°"E8200 N ` -S‘1,1,,,,„,-: Q`�°�'�i'4' , •: �" ,.CHORE SW TI ALL PERMITS Al E O5TAINED FROM THE APPI OPI IATE ,AGENCIES. m ,-- lb{ 1 SHAFT ENCLOSURES: 1 HOUR RATED I COVER INFaRMAT ION V���--- KINGFISHER V,y �' : 10, FIRST FLOOR: Si WO TO COMPLY WITH THE CURRENT CODES, ADA GUIDELINES, OCCUPANT LOADS: J N.4� �► , �; ��. �.� o�;�°�<00sr'6` � � ALL � TO EXITING AND OGG P L 2 FLOOR PLAN AND DETAILS fr•,'.. 1 L,„,7 IA g <\,4 �, '�' s. < cT FERNS'_ � tc. rn 5T a STATE, COUNTY AND CITY STATUTES, COVENANTS AND AMENDMENTS 1 s A b w: r z 23,411 SF/100 (OFFICE) + 4 (ACCCESSORY 5PC5) in .� RD c S ,. sW: �,=•N j J � THE APPLICABLE CODES. DESIGN TO ADHERE TO THE 2009 239 OCCUPANTS =d _ - -. L. , f A_II DGEWOOD ST_ �1 i1 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL FIRE CODE AND 23S WIDTH REQUIRED 35.9" j ,f iiirr ST: iv' �, THE 2009 INTERNATIONAL MECHANICAL AND TIDE 2009 OSSC USING � iN i � �°. 1!'�' ,�,tom .` � MAYZATA< "� yI 600D Q �� oo REp I ' , w. � A 1 CHAPTER 11 FOIR ACCESSIBILTY AND CI-IAPTER 13 FOR ENERGY AS a'a `jj j p �' `" ADOPTED BY TIDE JURISDICTION IN CHARGE. PROJECT OCCUPANCY GROUP: s u fjfj , �.�+ss`�>E [E.., . SW 3 a_ 4 S A .iti! , - .r i ' 1�' ''[j'�1 Al COLBY '_ w .,75�' �� - ti " CT 3 ' ,�_ THE OCCUPANCY IS AN OFFICE USEAGE. 3 i' RD " , THE MECHANICAL, ELECTRICAL, FIRE SPRINKLER, AND LIFE SAFETY OF EXISTING SF 1� - t ,rz - -.';-1;,,...'' � .4.00u;:,`�� --`�'' . SYSTEMS ARE TO BE DESIGN BUILD BY THE CONTRACTOR. ACTUAL AREA (B) THIS PROJECT: 896 SF = 3..8% OCCUPANTS 6 100 SF PER OCCUPANT: 9 OCCUPANTS CONTACT L.I S T CONTRACTOR TO REVIEW TWESE PLANS FOR INTEGRATION WITH THE EXISTING BUILDING. ALL CHANGES TO THESE PLANS FOR _EXITS REQUIRED: 1 CONTRACTOR: CONSTRUCTIBILITY MUST SE APPROVED.BY TI4E DESIGNER PRIOR TO EXITS PROVIDED: 1 PACIFIC CREST STRUCTURES, INC. THE START OF WORK. 11150 SW UPPER BOONES FERRY RD., SUITE 190 CORRIDORS ARE NOT FIRE RATED DUE TO SPRINKLER SYSTEM DURHAM, OREGON 91224 CONTRACTOR IS TO WALK THE JON3 PRIOR TO START OF TI4E WORK. TI-IE SUBMITTAL OF THE JOB WALK NOTES TO THE DESIGNER WILL 6E EXIT ACCESS TRAVEL DISTANCE ALLOWABLE ALAN VOLM THE ACCEPTANCE OF TI-IE FIELD CONDITIONS AS SI-TOWN W1tI-11N THESE IN A SPRINKLEi ED BUILDING FO€R A 15 300 FEET. ALAN VOLM 949 EA VICINITY DOCUMENTS. FURTHEREST EXIT ACCESS TRAVEL IN THIS AREA I5 182 FEET (503) 598-6658 fax SCALE:NTS AND 1S ALLOWABLE. alan�pacificcreatweb.com DIMENSIONS ARE TO THE FINISI-4ED FACE OF TI-IE WALLS UNLESS NOTED. CCB 0 915 COMMON PATI-! OF TRAVEL: SECTION 1014, paragraph 10143 ANY CODE VIOLATIONS FOUND DURING THE WORK MUST BE BROUGHT SHALL NOT EXCEED 100 FEET. COMMON PATH OF TRAVEL IN 11-415 DESIGNER: Q TO THE ATTENTION OF THE DESIGNER AND WORK WILL N3E STOPPED PROJECT 16 62 FEET AND ALLOWABLE. TI DESIGN GROUP O UNTIL TI-IE ISSUE IS RESOLVED TO THE SATISFACTION OF THE PO BOX 6 < r ` JURISDICTION IN CHARGE. BEAVERTON, OR 91015 0.. - PLUMBING* FIXTURE REQUIRED: ..........11 0 '- ALL MANUFACTURED MATERIALS OR EQUIPMENT TO 5E INSTALLED TENANT SPACES WILL USE EXISTING 5I-TELL RESTI�OOMS. LINDA SMITH l PER THE MANUFACTURER'S SPECIFICATIONS. (503) 151-6191 cell u) 1,051/200 = 526 OR 6 OCCUPANTS OR 3 EACH GENDER Ismithatidesigngroup.com TI-IEREFORE 1 WATER CLOSET FOR EACH GENDER D CD 0 0 ® O � b a IN DATA . . 0C W N U1L.D G D THE EXISTING SHELL PREVIOUSLY PE '1ITTED .ALLOWED FOR A AND 8 EC O)CV •+ Ao c . . OCCUPANCY AND CALCULATIONS WERE DONE TO SATISFY THE SQUARE at is c C = FOOTAGE CONSTRUCTED. Z W u Z � W w O AREA OF 4 c = -_ iTi W C) LL (9 C llJORK �; , • = O W W Ill i\\\ El.• Ii L c �ee'`/ BUI1 'ING ♦ , O 12 c � �, l; ! A �yc� ,�t"t°d of O:° . Hc- 0 4/� ci Discharge �. „� AREA a fib/,to 4f1L 0,, ,, ../.„ c 1 ili - (f) 0 D , � 1L; __ .__ II A 1 n 1 1 ta- Z 1 ierilpt. as, AIIIIIIIIIIIIII)s*Aps,safi_ clicil CP p';'d 14,♦*�` j s1 'j (D ro i -414.-!---4:- .t•�--• ... o BLDG. \ i zirr-- , „ , , :a 4w. . 4 \''\ - ,9 BUILDING ♦ : �,0 De 1 4 B \--n" 0 a / j , ic-..---' • 6 0 1 . */' 47szC' -÷ * 1 11 + °0 .1°P1/ "--t9 -' '. 4 ip A..-• . -;,.. 4 / 9 L ...II 47 44°, '5:-•ZPAIi .--. ,J, .ar".•-• / 61'4 Al I [kulummommimmousinummimai, mmumm■immulm■mummomminssmommums __I_ 11111=mmum ,, mmoommospr,lira", s?* lit .4,00 e ,,,, • N410,"... — \ z 4 Mil— 14 .0°0 \ t' tes is 54% I 6 I. .V 0 — 0 1/ CO d i_ i i i 111111=1 o + t>��0 1 1 I `I 11 oo, Q it *4 fr # I ii 'isa Tenant Improvement Designer: 11 :lid lk . iu---- 11 DESIGN GROUP i c ###; ! Beav etons Ore on 97075 o I F 9 #� \00 �, ° Phone: (503)781-6791 *.# 11 g ...------ �I �1 DRAWN . �,,' CITY O TIGA JLS I:' Pal Inl [ CHECKED Conditionally Approved [ i Lis Se L•� 0 n _ 7," SCALE By:_ - '1:1i Date:.WORK PROJECT INFORMATION OVERALL t.#l�. i mot , OP N �� C1 SHEET NUMBER SITE ` �I I SCALE: 1/16" 1 SCALE:NTS - - "I COPY u ifIxtipany Construdion T Rated Ottrkle tnergyeod. OF 2 SHEETS ibiii REVISIONS BY 1 . L{GPI ING CEILING NOTES . OFFICE/ENTRY LIGHTING TO REMAIN AS IS. REFLECTED CEILING PLAN 15 FOR GENERAL INTENT CLASSROOM TO HAVE (2) 8'-0" FIXTURES. ONLY. DESIGN BY CONTRACTOR REVIEWED AND WORK AREA TO HAVE (2) 81-0" FIXTURES. APPROVED BY TENANT. COFFEE BAR AREA TO HAVE (1) 8'-0" FIXTURES KEY NOTES AVAILABLE FROM DEMO. INSTALL UTILITY LIGHT EMERGENCY/EGRESS LIGHTING TO BE DESIGNED IN CLOSET SEPARATE SWITCH. BY THE CONTRACTOR 0 NEW PARTITON WITH SOUND INSULATION. ALIGN WITH NORTHEAST EDGE OF EMERGENCY/EGRESS LIGHT FIXTURE LOCATIONS COLUMN. COORDINATED BY CONTRACTOR 0 REMOVE EXISTING RECITES. INFILL SWITGI-4ING DESIGN AND MODIFICATIONS BY CONTRACTOR TO BE REVIEWED AND APPROVED d`` a-. �I -- — `.‘1:4-4:4,55.c1.'` tf rt i;: -.%s,t:�. a— n it rar-kli q ti:-g r. _1 -.1-�.�.'%�.:•`4�(i'r�• I) � OPENING,MATERIALS TO MATCH :�" ` `=: �_-� -`��1 BY TENANT. 0 EXISTING. 0 r • - Sim. (--3--) CONTRACTOR TO PROVIDE ENERGY CALCULATIONS ADD FULL GLASS INSET WITH WOOD STOP ;r AS REQUIRED FOR PERMITTING. .-...off Ir' cl TO MATCH DOOR FINISH. .0-. CLASSROOM 2 OFFICE HVAC DESIGN TO BE REVIEWED BY TENANT AND 0 9 PROVIDE (2) DEDICATED OUTLETS AND COORDINATED WITH TENANT'S EQUIPMENT © MUDRING PULLSTRING FOR TENANT'S S'-0" clr min. VENDOR. COORDINATE LOCATIONS WITH REQUIREMENTS. O TENANT. PROVIDE SACKER BOARD FOR —_MIME_ `'J TENANT TO MOUNT PHONE BOARD. THE I-#.V.A.C., MECHANICAL T PIPING,AL AUTOMATIC SPRINKLER SYSTEM, ELECTRICAL POWER, SIGNAL El i8 � � 0 �� lil ; NEW PLASTIC LAMINATE COFFEE BAR E ROUTING AND MISC. EQUIPMENT TO SE DESIGN Sa 5 p , ILI BUILD AND ANY ASSOCIATED CONFLICTS 0 O UPPERS AND LOWER CABINET WITI-I BAR _ 1�1 2 RESOLVED PRIOR TO BEGINNING CONSTRUCTION. O SINK. INSTALL NEW POWER AT 11-415 I u- © D LOCATION. PROVIDE OPEN SHELF IN _ THE MEANS OF EGRESS INCLUDING THE EXIT UPPER FOR TENANT'S MICROWAVE. DISCHARGE, SHALL BE ILLUMINATED TO NOT LESS PROVIDE DEDICATED OUTLET. INSTALL THAN 1-FOOT CANDLE AT FLOOR LEVEL AT ALL ENTRY / 6�_0�� // 6'-6" // 7'-1" VCT AT COFFEE BAR. CONSTRUCTION TO TIMES THE BUILDING IS OCCUPIED, PER 2001 U+WI/CLR - Corree MEET ADA CLEARANCES AND O.S.S.G. SECTIONS 1006.1 AND 1006.2. ® =ar PROTECTIONS. ea0 THE POWER SUPPLY FOR MEANS OF EGRESS i , n _ 06 NEW PLASTIC LAMINATE COUNTER TOP, - ILLUMIN,4t101�1 ( SECTION 1006) 5HALL NORMALLY 1 - � , * OPEN BELOW FOR TENANT'S FILES (35 2" w BE PROVIDED BY THE PREMISES'S ELECTRICAL x 234" d x 292" h) SUPPORT AT TWO ENDS SUPPLY. IN EVENT OF A POWER FAILURE, AN AND MID SUPPORT AS NEEDED. UPPER ELECTRICAL SYSTEM SHALL PROVIDE PLASTIC LAMINATE CABINETS WITH POWER FOR A DURATION OF NOT LESS THAN 90 O DOORS. (2) ADJUSTABLE SHELVES. TOP MINUTES AND SHALL CONSIST OF STORAGE OF UPPERS AT T-0" AFF. BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE < .f" . GENERATOR THE INSTALLATION OF THE CL NEW PARTIAL HEIGHT WALL TO 84" AFF. NC1 FLAN EMERGENCY SYSTEM 5HALL BE IN ACCORDANCE w L 00R PLAN Aw 2 WITH 2001 OSSC CHAPTER 21, ELECTRICAL - " SEE �� AV .. 2 SCALE: VW 2 SCALE: i8 %fi 2 � � SECTION 2102. (j� 0 NEW 3°"1 BLDG STD DOOR WITI-4 (2) 3°1 SIDELITES. EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN C D 0 0 EILING LEGEND SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS PROVIDE (2) SETS OF POWER/DATA. ONE THAN 6 INCHE5 HIGH WITH PRINCIPAL STROKES OF -1 9 " ---- 4' TI-4E LETTERS NOT LESS THAN .75 INCH WIDE. THE ® 0 CO SET g STD. HEIGHT AND ONE SET g 60 4 BLDG STD FIXTURE A.F.F. FOR TENANT'S TV. PROVIDE WORD "EXIT" SHALL HAVE LETTERS HAYING A Ct D W N ELECTRICAL. LEGEND WALL LEGEND BACKING IN WALL TO MOUNT TV AT T1-118 5' BLDG STD FIXTURE WIDTH NOT LESS THAN 2 INCHES WIDE EXCEPT THE I DUPLEX OUTLET 0 cr) >,_ 1,.. immi NEW STUD WALL LOCATION. LETTER "I" AND TI-4E MINIMUM SPACING BETWEEN 0 CE O UTILITY FIXTURE LETTERS 5HALL NOT BE LESS THAN .375 INCH. EXISTING WALL TO REMAIN SIGNIS LARGER THAN THE MINIMUM ESTABLISHED IN Z W WD DEDICATED DUPLEX e EXISTING FIXTURE THIS SECTION SHALL HAVE LETTER WIDTHS, W 0 W 0 NODE: PROVIDE INSULATION PER CODE AT ALL STROKES AND SPACING IN PROPORTION TO THEIR 2 w W LL 0 GFI r RELOCATED (AVAILABLE HEIGHT_ THE WORD EXIT SHALL BE IN HIGI-# PERIMETER WALLS CONTRAST WITH THE BACKGROUND AND CLEARLIY � W GROUND FAULT INTER�I.IPT FROM BLDG INVENTORY) O W ® VOICE FIRE EXTINGUISHER LEGEND DISCERNIBLE WHEN THE EXIT SIGN ILLUMINATION 1 W ft MEANS IS OR IS NOT ENERGIZED. IF AN ARROW Is 0... 0 4 DATA ®FE INDICATES APPROVED ABS BLDG SDND PROVIDED AS PART OF T1-4E EXIT SIGN, THE 0 0 MOUNTED FIRE EXTINGUISHER CONSTRUCTION SHALL BE SUCH THAT THE ARROW Q VOICE/DATA 2A105C WITH SIGN. COORD. NUMBER CANNOT 5E READILY CHANGED, PER 2001 0.6.6.0. Z AND LOCATION WITH FIRE MARSHAL SECTION 1011.51. Z 1/3000 SF W W Q I-- W ° 0 (1) " a. W D El- Z 2 z (1) E5 < ; - ALL UNBRACED STRAIGI-IT WALLS OVER END OF LOW WALL x_____--- 61-0" TALL- 121-0" LONG ATT. TO STRUCT. W/ 3625 125 18 STL. STUD BRACES g 6'-0" oc PROVIDE BRACES ALTERNATING _ _� �� DIRECTION OF BRACE TO STRUCT. ii �� i !i,` of �� �� L___J�,���.�.J�____! ____!L___J 4 X4 X 33 MIL (20 GA.) SENT PL g EA. BRACE EA. END / 11'-10" / CASEWORK NOTES 3505 125-30 STEEL STUDS g 16" o.c. GWB i STEEL TUBE BRACING - 5'-0" o.c. 4'-6" 61-11" 1. CONTRACTOR TO MAKE AND VERIFY ALL FIELD MEASUREMENTS. I $�' GWB. OR CENTERED IN WALL A SEE ISOMETRIC BELOW 21-1" �, Eq. Eq. Eq. Ecl' Ecl. Eq. 2. PROVIDE SOLID BACKING WITHIN THE WALLS FOR THE SUPPORT OF TI-4E UPPER Nv EXISTING SUSPENDED SAT OR GWB CEILING CLEAR AND LOWER CABINETS. SYSTEM SEE REFLECTED CEILING PLAN ELAN FLAX\ PLAM ,r/- „ iiti 3. WOOD PRODUCTS TO BE MACHINABLE FIBERBOARD: THICKNESS UNLESS•ADJ SHELF — - - <,) SI-#E — - — - — — — —I EN NOTED OTHERWISE COMPLYING WITH ANSI A208.1-99, GRADE M-3 INDUSTRIAL. ' J 5I-(ELF�' DED — — — — — — — (NI 4. FACE STYLE TO BE FLUSH OVERLAY, DOOR AND DRAWER FACES COVER +66 — CABINET BODY MEMBERS OR FACE FRAMES. FACE FRAMES TO BE FRAMELESS.- \ 5. ALL EXPOSED SURFACE OF THE CASEWORK TO BE COVERED WITH 1-1161-4 Tenant improvement Designer:<> 3" x3"x3/16"X83"lg H55 W/ 3/8" STL PRESSURE DECORATIVE PLASTIC LAMINATE COMPLYING WITH NEMA LD3 - GRADE -n DESIGN C�®UP CASE PL ANCHOR WI (4) 3/8" PIA. 1-1G5. P.O. Box 6 HILT( QWIK DOLT 3, 2 1/2" EMBED. _� EACH SIDE OF TUBE STEEL b- �" 6. HARDWARE TO COMPLY WITH BHMA A156.9. Beaverton, Oregon 97075 I~� - 5/8" Gila EACH FACE Phone: (503)781-6791 BACK vR='LAS � BACK SPLASH EPDXY COAT METAL, SELF CLOSING DRAWER GUIDES, v` �[. DRAWER GUIDES: ED TION PROVIDED PLAM - I- -I DESIGNED TO PREVENT REBOUND WHEN DRAWERS ARE CLOSED, NYLON TIRED, ACOUSTICAL INSULATION x BALL-BEARING ROLLERS COMPLYING WITH 13HMA A156.9. DRAWN 111111111111 Pa AT DESIGNATED WALLS AND CEILINGS _ _ _ _ I 1 I I 1 �Ls FRICTION FIT STUD VOID SPACES ,�DJ - a ALL INTERIOR SURFACES TO BE WHITE MELAMINE. - UNFACED ROCK WOOL BATTS �'' SI..IELF ,n \ = CHECKED ISOMETRIC �, 1 �' g. ALL SINKS TO BE HC ACCESSIBLE UNLESS NOTED OTHERWISE. PROVIDE 62" Lis 3625 125-18 STEEL STUDS � �t �' DEPTH COWL WITH PADDLE HANDLES AND GOOSE NECKED FAUCET. INSULATE ALL DATE �c HOT WATER AND WASTE LINES PER CODE. 04.15-13 g2 4 o.c_ l I I 1 - 3 -3 10. PROVIDE SHOP DRAWINGS, MATERIAL AND PRODUCT SUBMITTALS PRIOR TO SHOWN 362T 125-33 STEEL TRACK open facia clr.) 3 3 FABRICATION FOR REVIEW AND APPROVAL. W/ 0.145" DIA X I" PEN. 2'-`1" 1'-6" 3'-0" P.AF. g 24" O.C. / / / / FLOOR AND CEILING PLANS I EXISTING FLOOR SHEET NUMBER WALL DETAIL PARTIAL I I EI1 IT WALL DETAIL CAI1\lI-T oLFVATIONS 2 2 / SCALE:NTS SCALE:NTS SCALE:NTS OF 2 SHEETS