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Plans (19) BU P2018-00250 REVISIONS BY • ERIN DWYER OFFICE COPY -1. + . I - '; ,< , CITY OFTIGARD�:• = FANNO CREEK PLACE ,g;J ,, � w BUILDING A REVIEWED FOR CODE COMPLIANCE 9°"--2---I 4-, 'b \`� V4', `"` Approve j - A, e� 4 - - .,µ- - 16037 SW Upper Boones Ferry Road , Suite 175 , OTC: 1 ) 1 . r w J+ II,- !;:., r+ Permit #: AlegkAr-r2c,,i_fZ) Address; )(:,03-7 t p eAr I3ao el CS F- Ir"• :p� _,g , :8`' .w _� : , . TIGARD OREGON 97223 sults #: ► 7�- 4\::.,:r./14::: �1 !� ' >oDs`• �€ ../.; "; Br Date: C� % i a ae '`..." ! ! l''w ,/,...--= 111" .' '‘'' ,ii rtSyjj:IN !' w4 i } r ` 4 E_I , - iaF _ _ _. ,.: �,; �, g. ,_ _ GENEi�,4L NOTES_ �M. I �- �. CODE SUMMARY DRAWING LIST T- r r SW JEAN R ,� 3 1 ,tis • f �� , j,� ©' "�� a,; �, fib' PLANS ARE SUBJECT TO FINAL REVIEW BY LOCAL, CITY, DESIGN BASED ON 2014 OSSC. .�-�`. ���> �. COUNTY AND STATE AGENCIES. PLANS ARE NOT TO BE NO. NAME €; -14 ' ; i ,� I i` CONSIDERED FINAL UNTIL ALL PERMITS ARE OBTAINED FROM TYPE OF CONSTRUCTION:. IIB - SPRINKLERED - - ' [ I �, ; THE APPROPRIATE AGENCIES. ; ` . 16 _ y, a� � ►-i ' PROJECT OCCUPANCY CROUP: 1 COVER INFORMATION ,� � • 1 •: --STj ALL WORK TO COMPLY WITH THE CURRENT CODES, ADA EXISTING OCCUPANCY - B Y� R` y1 QQ` '-. a stj d `�� ,- ,, Lis GUIDELINES, STATE, COUNTY AND CITY STATUTES, COVENANTS NEW OCCUPANCY - 5 2 ®O ., �0AND AMENDMENTS TO THE APPLICABLE CODES. DESIGN TO L R FLAN AND DETAILS 3 meg _ 1; ,. . .I - 1 j '- •p PROJECT AREA: 1,153 SF tie \ s ADHERE TO THE 2014 OREGON ELECTRICAL SPECIALTY CODE Ir 40 >� .,-'•••,:z-, 1 - i „i,, , . ` --` # (OESC), 2014 OREGON MECHANICAL SPECIALTY CODE COMSC), OCCUPANTS A 100 SF PFR OCCUPANT: �,-.' :� , :.: y. •w i, , :: 44 2014 OREGON PLUMBING SPECIALTY CODE COPSG), 2014 +l4vn � '"^a'Y�e 1 aFasr er . iI t . _ _ , OREGON STRUCTURAL SPECIALTY CODE (OSSC), 2014 OREGON EXITS REQUIRED: 1 six paw ,. SW _�. • FIRECODE (OFC) - a� 4 ti �J 1 c.----4,� OFC AND ICC/ANSI AI1�.1 2003. EXITS PROVIDED= 2 IS OCCUPANTS �._ 1 = " "ai t ENERGY EFFICIENCY STANDARDS TO BE BASED ON THE 2014 EXIT DOORS ARE PROVIDED MORE THAN 1/3 THE DIAGONAL DISTANCE APART CONTACT LIST ix" 4I 10 csaUs: I ii i OREGON ENERGY EFFICIENCY SPECIALTY CODE COEESC) AS A k. . ,, '�,,,,,,,�. - ,,,•...���„ih� ,,�,.-� .I ��r CORRIDORS ARE NOT FIRE RATED DUE TO SPRINKLER SYSTEM SW k .1. t -. ;• STAND ALONE CODE. PROVIDE LIGHT ENERGY CONSUMPTION R� r ., , RI 1 R 1 . REDUCTION AS ALLOWED/REQUIRED BY SECTION 505 OF THE EXIT ACCESS TRAVEL DISTANCE ALLOWABLE CONTRACTOR: tom# �ila�,. OREGON EESC. IN A SPRINKLERED BUILDING FOR A IS 300 FEET. PACIFIC CREST STRUCTURES INC. FURTHEREST EXIT ACCESS TRAVEL IN THIS AREA 15 152 FEET THE MECHANICAL AND ELECTRICAL ARE TO BE DESIGN BUILD AND IS ALLOWABLE. (S03) SOS-594-9 Phone LO BY THE CONTRACTOR EA) VICINITY MAF (__ \ CONTRACTOR TO REVIEW THESE PLANS FOR INTEGRATION WITH COMMON PATH OF TRAVEL: SECTION 1014, paragraph 10143 �' SHALL NOT EXCEED 100 FEET. COMMON PATH OF TRAVEL IN THIS DESIGNER: W THE EXISTING BUILDING. ALL CHANGES TO THESE PLANS FOR PROJECT IS 43 FEET AND ALLOWABLE. SCALE:NTS GONSTRl1GTIBILITY MUST BE APPROVED BY THE ARCHITECT TI DESIGN GROUP 0 ~ PRIOR TO THE START OF WORK NEW PLUMBING FIXTURES: PO 150X & _Z CONTRACTOR IS TO WALK THE JOB PRIOR TO START OF THE C1) DIS ASHER BEAVERTON, OR 91015 CD0 WORK THE SUBMITTAL OF THE JOB WALK NOTES TO THE b 11111111U111111HUI11111111d1-7 ARCHITECTRNWILL BE THE ACCEPTANCE OF THE FIELD �.J Q a - CONDITIONS AS SHOWN WITHIN THESE DOCUMENTS. LINDA SMITH 0 N • DNIMENSIONS ARE TO THE FINISHED FACE OF THE WALLS UNLESS (503) iv-�o-i 91 cell O neR acAM4e4D41-iiilt; ISmithetideSigllgrouP.com WcA ANY CODE VIOLATIONS FOUND DURING THE WORK MUST BE H W Atli BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE W CrC O ■ cWillir WORK WILL BE STOPPED UNTIL THE ISSUE 15 RESOLVED TO THE 1,11Wig c SATISFACTION OF THE JURISDICTION IN CHARGE. W LL (9 o (17 1-,;,i �c s! ALL MANUFACTURED MATERIALS OR EQUIPMENT TO BE 0 W c ���\c INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND a Z O _ cc � c CURRENT CODES. 2 Z c Q ,,c f— c QVµ Z w , 0 ;S "YG1/4 He z UJ rrQnn C '”' ILI V �� �cif. BUILDING F„ � I- Ct W _ 1c A . •rte : aHoNc .-g0illy cacv /, c Z Q �� Z w 1. c e. A of WORD 0 Q N. V. /ft■Iik !%•• 4s ►� c . C co O ■ c *vial co Let MINNIP pour- X11 /1 ,4,,,,,, :<�; r C ��r�.�i� .'�� � _ ��i„ / . ,„„.. •_=:eE.= -m.,m, ,gyp i;i yiq li ,MIN HIM l.. .�._KM 11,1!.M11 .._.__.!!I IMAM J.2i__ �.. -- 'WI- �, �i 6....-"'a..r -.•-�. ._.._ ,, C I = � ** R fin; et tVie _. BLDG. • 2,..* c .1*N. c c C \ i ° c trip o o �.�,, iff :, <,. d d o 0 c 0 i 4 Stop Ow AP 1 € L BUILDING . ,t 11111P . . d _ c ♦ i' , , ,ow ipo• • B --&-7,-4‘* 0 c, / \*/, ,',,,C\4 , % il •9 °0 --.74., . )0 OP CI 'f-l'e. 0 * .<, 4 , Er� * \\,\/N//o? \ , Q;� AREA OF DISCHARGE 0o ° 41 N # __ ___ ___.... _.. .......__. . ...„.. .. _.. .._ ._ ...... _ ___ ilr _____. ___ ._.. ..___ _____ ___ . _. _ ..._ ____ L41- _ _ d 41 ' r,, EGRESy�1.,P,4T �... a'c O �i �, — y.# _ ,. . n + — _ .._ _.. . ._.__ TI DESIC�1 GfiOUP 0 s0 - _ I P.O. Box 6 t'' cIA/ ___ __diJ LI LIII ' Q4, , � I � � / _• ”- f �, -""' - Beaverton, Ore on 97075 O. ,� yittir F �i _� ri ° n a ° Phone: (503)781-6791 _..‘4? , AI I/ /. A / / - JLS 00 0 .r �``_ ' //.11/ 1 . .LI' - / /�{kilt. ,� [I F!1 DRAWN ° � # , I , /' // i ////' 1 �oi ° hit ° r_ CHECKED RK / LIS DATE 08.28.18 �c ��� �` I ��1�I� �� SCALE f-'tf'rt O �0 �;lr .. SHOWN 4". � �� °°111]' PROJECT INFORMATION .' . ...1•1 .I.P. 6 I . SHEET NUMBER •• AREA OF DISCHARGE Ei El Approved by Ptanning 5 SITE FLAN (\ C Ovf AN (%) Date: _. �� 5l� L_D !NG '� ,� O� ,UOR AND EGRESS — 1 SCALE:NTS SCALE:NTS - rials: - — OF 2 SHEETS REVISIONS BY KEY NOTES u O NEW PARTITION WUN ITH SOD INSULATION_ — ` i t 1 CEILING NoTES 5 .�... PROVIDE FALSE MULLION WITH SOUND GASKET AT WINDOW. MATCH BUILDING REFLECTED CEILING PLAN IS FOR GENERAL INTENT , STANDARDS. ' ' '' j ONLY. DESIGN BY CONTRACTOR. REVIEWED AND It I I._ I Il APPOVED I NEW DOOR FRAME/SIDELITE TO MATCH -� _ _ _ - ---- -- _-- _ _ _ �_ _ _-- EXISTING. LEVER HARDWARE TO MATCH [ - LIGHTING TO 1_3E DESIGNED � _, _— - �# -- -- ---�- — EMERGENCY/EGRESS EXISTING WITH LOCKSET. $'�' THE CONTRACTOR _ : , , I I PROVIDE NEW CARPET AND BASE 1 EMERGENCY/EGRESS LIGHT FIXTURE LOCATIONS - 3 COORDINATED Bl' CONTRACTOR r-1,__101 THROUGHOUT SUITE TO INCLUDE ROOM 106. I uD I 105A t -- - , CARPET TO SE OF EQUAL GRADE AND R IOSA , RI __ ,",11 ' ' = c I tH1NG oR TO 8;= REV EW1=D ATND APPROVED COLOR TO EXISTING. I 1 / 1 LBY TENANT. ' I 4 !INSTALL NEW DISHWASHER IN EXISTING I OFFICE 0 WORKROOM CABINETRY. R CONTRACTOR TO PROVIDE ENERGY CALCULATIONS AS REQUIRED FOR PERMITTING- -ea fITTENCs_ '111 i I. #08B 6�_0„ I 3 O ACCENT WALL-PAINT COLOR TO SE � RI ;� `- ' 0 WORK `�" O I SELECTED. I ' f I-#VAC DESIGN TO BE REVIEWED BY TENANT AND oM OFFICE Li‘ t 1 (_, © 1�-{ , , 106 11=N01i�l' 6 PROVIDE DUPLEX OUTLE=T W/ MUDRINC� ---, ICOORDINATED WITH TENANT'S EQUIPMENT REQUIREMENTS. ' PULL STRING FOR TENANT'S LOW VOLTAC-�E VENDOR 1 THE H.VAC., MECHANICAL PIPING, AUTOMATIC ® o , _1_ II SPRINKLER SYSTEM, ELECTRICAL POWER, SIGNAL NEW WALLS TO MATCH EXISTING FIELD ROUTING AND MISC. EQUIPMENT TO BE DESIGN O I PAINT COLOR k BUILD AND ANYITO BEGINNING CONSTRUCTION. ' OFFICE o / SOCIATED CONFLICTS 1 105. NEW WINDOW COVERINGS lF REQUIR#=D TO RESOLVED PRIOR ... OWN 3 MATCH EX#SITNC�. I THE MEANS OF EGRESS INCLUDING THE EXIT OFFICE I it_ DISCHARGE, SHALL BE ILLUMINATED TO NOT LESS I I CONTRACTOR TO DESIGN BUILD _ _ -...--. — -------- THAN 1-FOOT CANDLE AT FLOOR LEVEL AT ALL -- MECHANICAL, ADJUSTMENT REQUIRED FOR SPRINKLER ---- - -���r —r—^ ---- —r---- —A-- ___ _ ! Via,• 1 — TIMES THE BUILDING !S OCCUPIED, PER 2014 O S.S.C. ' , ' =.a - - 5 0---- -----� MECHANICAL, PLUMBING, ELECTRICAL AND IF APPLICABLE. SECTIONS 1006.1 AND 10062. I ALARMS PPL I I I ITHE POWER SUPPLY FOR MEANS OF EGRESS i I 1 I 100g>) SHALL SECTION NORMALLY BE PROVIDED BY THE PREMISES S ELECTRICAL I I OFF1GEOtFICE I SUPPLY. IN EVENT OF A POWER FAILURE, AN 104 103 I EMERGENCY ELECTRICAL SYSTEM SHALL PROVIDE I IPOWER FOR A DURATION OF NOT LESS THAN 90 3 ALL CONSIST OF STORAGE i 1 BATTERIES, UNMINUTES ANDIT EQUIPMENT, OR AN ON-SITE o o I I : .. .,� rte-'- GENERATOR THE INSTALLATION OF THE�T. ,K- _ , i" EMERGENCY SYSTEM SHALL BE IN ACCORDANCE I I I I - I WITH 2014 OSSC CHAPTER 21, ELECTRICAL LO SECTION 2102. N" li I I I I I I EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN I I SHALL HAVE PLAINLY LEGIBLE LETTERS NOT LESS 0 1-W THAN 6 INCHES HIGH WITH PRINCIPAL STROKES OF THE LETTERS'NOT LESS THAN 15 INCH WIDE. THE Z WORD "EXIT" SHALL HAVE LETTERS HAVING A 3 CE I L INCA FLAN .1111.4" WIDTH NOT LESS THAN 2 INCHES WIDE EXCEPT THE ❑ — 0, cs � � LETTER "1" AND THE MINIMUM SPACING BETWEEN rA FLOOR �'�. 010,1) J 2 SCALE:NTS LETTERS SHALL NOT SE LESS THAN 315 INCH. < M f SCALE:NTS SIGNS LARGER THAN THE MINIMUM ESTABLISHED IN . 0 (y `-� THIS SECTION SHALL HAVE LETTER WIDTHS, DCL ti STROKES AND SPACING IN PROPORTION TO THEIR & �/ w CL �? �,d,�� LEGEND G�ILfNC-� LEGEND HEIGHT. THE WORD "EXIT" BE IN HIGH 0 LL ALL UNSRACED STRAIGHT WALLS OYER CONTRAST WITH THE EXIT" SHALL� AND CLEARLI`�' F LL 6'-0" TALL- 12'-0" LONG ATT. TO STRICT. W/ �� NEW STUD WALL /7,----- DISCERNIBLE WHEN THE EXIT SIGN ILLUMINATION z z 362S 125 15 STL. STUD BRACES ta 6'-0" oc. EXISTING WALL TO REMAN /' (E) 2'x4', FLUORESCENT - BLDG. 0 PROVIDE BRACES ALTERNATING �J STD. MEANS IS OR 1S NOT ENERGIZED. IF AN. ARROW IS w W DIRECTION OF $RACE TO ST RUGT. PROVIDED AS FART OF THE EXIT SIGN, THE LL W NOTE: PROVIDE INSULATION PER CODE AT ALL p (E) RECESSED CANNISTER LIGHT CONSTRUCTION SHALL BE SUCH THAT THE ARROW PERIMETER WALLS CANNOT BE READILY CHANGED, PER 2014 O.S.S.C. a 0 W 4 X BENT X 33 MIL BRACEC0 CE) ILLUMINATED EXIT SIGN SECTION 1011.5.1. PL. � EA. EA. END z a \ 1 1 Oy i. FIRE EXTINGUISHER ISHER LEC END0 ACOUSTICAL INSULATION PROVIDED O CE1 EXHAUST FAN ~ OFE INDICATES APPROVED ABS BLDG STND Z Z ❑ �UNI`ACED ROCK WOOL BAT7S D a W W °° Q l'pwlnil ��4;1 + jZ nim R(1 C MOUNTED FIRE EXTINGUISHER REMOVED TO BE RELOCATED 2A1015C WITH SIGN. GOURD. NUMBER �"'-` Z k AND LOCATION WITH FIRE MARSHAL R RELOCATED W -�- !/3000 5F u SUSPENDED SAT OR CUJB CEILING ~ SYSTEM SEE REFLECTED CEILING PLAN _ o � Z : zO) Q M O C4 r 9 - 5/5" GW13 EACH FACE ACOUSTICAL INSULATION PROVIDED - T DESIGNATED WALLS AND CEILINGS FRICTION FIT STUD VOID SPACES - - UNPAGED ROCK WOOL BATTS ___.----362$' 125- 15 STEEL STUDS 362T 125-33 STEEL TRACK .-- 7----- W/ 0-145" DIA X 1" PEN. PAF. 6 24" O.C. 1 EXISTING FLOOR Tenant Improvement Designer: TI DESIGN GROUP P.O. Box 6 Beaverton, Oregon 97075 1 WA L• SECTION Phone: (503)781-6791 2 SCALE:NTS DRAWN JLS CHECKED LIS DATE 08.28.18 SCALE SHOWN PLANS AND DETAILS SHEET NUMBER 2 OF 2 SHEETS