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Plans (3) BUP2015 00318 a SCHOLLS BUSINESS CENTER BUILDING N SUITE A 1949 p NOV 5 20 5 OF MISSION HOMES GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING; INDEX PROJECT LOCATION 2014 OREGON STRUCTURAL SPECIALTY CODE TM 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION,CONFLICTS T-0 COVER SHEET U, ,,,,., :z« t SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. ,. •���. - ,:`'� -� ,� `,,s ^.�, 'k �.0.� ,�- .�' "� r ' CONSTRUCTION TYPE: VB `` SPRINKLERED .;K ,�6 = _ -:r ••' �.:{r �, � ���' ` ;r;" � T-1 EGRESS PLAN �=:: y ;: •`� =, � � 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 1 STORY ,�, `:<y �� � "' .r y.�;A`4;^-� Viz, ,.�, ,�,�.s�'a•. -;. `-�°a ,�s'::��.���, .tw? �� `its .r =xf •'_ �;`� r53x_S• X` ••:4 < .c:�� x fp,� f •}C5'"Y`." e'n � R.5 ^ L+•v�?, 'V'?. S=;�. � "rx u`•i �:_� .vz ..,•Fig x: . s?�,�� �� �- ,,. � <<,� �3-...�{��� .� �� ,�� ��::, - T-2 FLOOR PLAN &REFLECTED CEILING PLAN . 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. �.� ° r-r;; �:_` - -�.- M � s. �,<r��,,-� '. ,�` •��'a �� �r ����,� OCCUPANCY: WAREHOUSE I� rOm 0isan t�-,-� -,��„ . �.. .� ;, - 1L�<��' � „�,� •i � �•-d �•'` ,��•;y � -� "� "';��� . BUILDING OCCUPAN B,WITH T-3 DETAILS ;� � �, �` �`�� �� �, �_ �, a •,�; 't •4-f t � �. "_ ,,� .,�; . 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES (COMBINED OFFICE AND WAREHOUSE 6720 SW MACADAM AVENUE SUITE 100 r .� �_� ,�: :,.��>,-: ��``` �` "�-=r •=�_- ' � a,,:� <�... ���' � AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: TOTAL OF 5,579 SF(COM ) , �- tib' tr '`�' `,?����i~���"3`.�,z` }�'", �u �� y,S�;. � �'� ,.e � i.• '�i � r�a��� ' " " �„ ;�"� OR 97219 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS,LABOR, EQUIPMENT AND MATERIALS PROVIDED OCCUPANT LOAD FOR TENANT IMPROVEMENT: 28 T 503-245-7100 #�,���,��„ �-� � f� �,�r �� � �i a', �` �:f•'w .9�� '� ^�, „Y`-" <c;��;���„�:,�"" �'�"`.�,. � 1 p``�.'.r' �•' �1 aq� -Pia,. ,1y.. �4"'k_.y>. Y�.. �%'_ �.ray'-'Y' '}^'r i a>�° UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. 117 SOUTH MAIN STREET,SUITE 400 k 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO SEATTLE,WA 98104 T 206-576-1600 IMPLEMENTATION. - �.-�;"_.'�" y_ ?��_ :%` L_"'Pari S- .ev xs.''.? � a^�.F°;� ad� at,-• •'"� .y^• 2•,w �f. ., s M MINC.©ANKROOISANARCHINC ITECTS, .:.fir ,:?'� _Y�_::'v*<.s�-s_.. ' •,. .. <. '. __-.. .... "�-• : � '. '�t.,; -ti;t w y.. .... Y• •�`ta.s .,�^r o-:.w:..c, ,it ...�y#.,>. . r ,, y 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK � � �.yc«� � r�• _ �, „� 5 �,. yr sC,�• .,.�z�sP+.�, �-`,�" �s..r� *.�� -�R y ..,,5 •�y�44 �' tC•a�`k:� �,a3i> FyY�'''G<�.. 'r' .G, -•1-•' .r �k - -- de�.�� _.,'v�'r, ;�,. -�, ??Y:y*��'±s'.- .,:`'l ��& F� am.:>�.„{... ` ���`�« ?'t'�`t�s;,g` ��~� z� , .�,r t v •����'. 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE DEFERRED SUBMITTALS CONTRACTOR. - - - 'r ,�^> r -v�" R �. - 'uhf. f •;iz"'�y + �€y t � ^',�v.� :?� �- ��'� <`,t�s° '�.6'�.. ...� °.�' ?' �r�=t�, CS Pq -<���� 'u�3.v. � a j Jam`' S �> ,�"+rr ;x.-{4 :`r � �� ;.a'7 v ,x�t$ '�>��+.. �.��� ti•�t�•.0 �& �°� -:� , � � .��>•� , �, .�: .�, _ _ �, �',... ��� w�. 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED ELECTRICAL .�-�-�-. :,�:•�;.�x ., � ,rte:, _ °.E: - ;,,,, . < ,� �� ;• '.�� ;� ;;� � �`.�; .�-�.� � �:. �k�° ��' � ` «"fi` ,>t '• ti""':1.1• `' ,� `";gid r_r'`'- �*' 'f :. } 'r' `4 . a. aP'w. , N f a ':,yr : ' °+3 e '"�" a "Y' "' AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL ���e.. �, ;:,. ��.; f � ,,� �. � .:f.� � ri., •.: �� ,', GENERAL NOTE - CODE INFORMATION RE ALL HED U LES ARE M ET AN D ALL S CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSU SC <:t`i`":��`� -:�(ftp='. 5r��� 0� :�•F,�,,•.. m �' k a ve, ��.,g t =4,� a .; : WORK IS DONE IN CONFORMANCE TO MANUFACTURERS REQUIREMENTS. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY � . ,SM -�. -�. �x.�,••,-�� :�; �s �. ,� �. G> � � � CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. "` <'�`"� ,��� "� •,titi�z ' :�+- , ;E:•.��,<-- :� �` m.,` `` >'� r i �---�.�`�,,�e:,�`1 �;., ,,,,, `�'' ,.;� �"; ,'��w.�. <. �•.`,t�' -��. 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL Q - ._`�' ,.�.c. �d: ,.':4r.,w •.i�� 3� i.:t'-:x..S.., }_�.•;: ,�e.J�d .w. .•,,s.� �iyt%`� ,r?,"`>,q. ,. t,... . _,-� >.A•,. '�+> a.c >9:u ��; > "� *' �,�. �. '� <,.�. t � ''•` r?�.- ° � "d �" ,���': DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. - - `.��� ia. ,����-� � � _•tr"�• xx' . �-+», r ! ,,. yx`, Y. '�•' a>r".�^a.�,s, ,�+.•�.`� A^"^'°��¢� `�s., r� .�� . PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. 2 AIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER MAINTAIN � �;�a �"� ,�, � �,��.,,•,..,,.:-;�, ,�- ''a:r}"" ,s,,p= �. - �,. r" 'r� ��,;. �,. ate`�''a+k,»-�a.s.�,. . .' ' 11. LEAN A REP EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH FMO. a ; , C AND AIR�< w i MATCHING BUILDING STANDARD TILES. �` 'r ' "� 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND !}, >, r'.'__ .i rcw_>, .!.7' M'st a. •'`h ' a, i>J:,"..:_?". :,`'P3",^' •'�;;� ,�,. �,� ,. �-.,� „�„ ;'�, t �� ��. ::� �� , �<�� Vis..• ��,:�� ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. - ��' .,,.�. �.. ,�• r � y,.,� „�,�,: �,�:: "„ - a ,;� ; ,... ,����:, <. r �`".;� _ �,• "�. 6�on , .,� 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. Q t 'std� ,:p2 't.� :r„,' } �,,,a;�. '��^err..,.r �, d y �y,.:_ t•"' �, �.� ,-'µ:. •� ��'i .>c�. `1�. ,.x ADA UPGRADES SUM MARY h,v ���: ;�•� - ,.�y�;�„ _= ,�. ..>�- - _:: _ _' ,. . a, s;, ,�, �. �i,� �' ,, .. w<2�s `' 14. ALL NEW WALL OUTLETS TO BEAT 16tt A.F.F.UNLESS OTHERWISE NOTED. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS „,._r, rY ,!� 'w ...`y,. ,:.�:�? •"' -n?� ;..�,.,.� � y ,. ,,.,. yf y� _ f F ,.�,:: �croe' ��•n. }.�' - i � ,a��, ., ,. -a4 ^•eo '(e.:c�,p. _. �. : K.• :f ++ -::•iii.:. 4 w,. t a� St.. _ v w, ^c"r •' TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA ...a.�..,,�c•.+c.,....G,,.1e.•... ...�..r., .;ter.: :;,.: :FT��,•i�?�.`:!,�..�.,,.... ��'£. ..fc4'.:,`4f�'.�s:�y�:kY��' d?.".Yit:..,`�.:r• :�._. ..... r_r 'a:.. ..»-"7`^s., K 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL TOTAL COST OF CONSTRUCTION: $6,900 WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. VICINITY MAP AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND INSTALLATION. 5. PROVIDE A SIGN READING"THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS 25°%OF TOTAL COST REQUIRED FOR ADA UPGRADES: $1,725 SCALE: N.T.S. DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING CODE, 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. REFER AND THE INTERNATIONAL FIRE CODE. ADA UPGRADES TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTYI REVERSE DOOR SWING AT RESTROOM $375 CODE 2014 EDITION,SECTIONS 1006 AND 1011 NEW ADA HARDWARE AT DOORS $575 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. TOTAL COST OF ADA UPGRADES: $950 PROJECT TEAM w z Q BUILDING ADDRESS 10430 SW NIMBUS AVENUE, SUITE N-A W z PORTLAND, OR 97223 U w AREA OF WORK N OWNER/LANDLORD KG INVESTMENTSLA N 10240 SW NIMBUS AVENUE, SUITE L-3 z W 5 C H.O L L S BUSINESS CENTER PORTLAND, OR 97223 z i CONTACT: KYLE LATTA V) Q O PHONE: (503) 598-9980 4 Q, LU 00 m � w ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS V1 6720 SW MACADAM,SUITE 100 J z _ PORTLAND,OR 97219 �j z sport - CONTACT:JILL SAB IN Ln z O PHONE:(503)245-7100 O J 0 FAX:(503)245-7710 U m V) 1 O O 1 1 �- CITY OF TTGARD 1 CONTRACTOR TBD REVIEWED FOR CODE COMPLIANCE Approved: w 1 OTC: r- � �� REVISION DATE REASON FOR ISSUE LOCATION OF WORK ° i Permit#s 1 b �J �;. .; 1 1 IDcT (fit _ V) BUILDING N, SUITE Address: A �� `� t�� � F��'. 1 Suite 0Date: l o By �� �j1-57_ � 1 z �� � _ _ _ _ _ _ _ _ _ _ j � � m 3 �S 0 OFFICE C PY COVER SHEET .a� i.,�43�.5 =r � r • ■ p e Nim d mrs ter 04 Ld LO Z �s t i 'Mt � � PERMIT PLANS \cn •��,.{° _� _ W I ' z(n 7o Highway 217 3 Fn� 8nd Washington Square 4s crae:���u , ii CD � O r DATE PROJECT MANAGER V) Huz� FLr.i"s . >1ti1rts I CITU .,. TlGARD KG �a 1 11 .03.15 JS _o _"k5FiU_WT i soy -stoo Approved ,)y Planning PROJECT NUMBER SHEET NUMBER �t£�A�E�i� Date: 137276 wN SITE MAP �-N KEY MAP - BUILDING N SUITE A Initials: T-® SCALE: N.T.S. SCALE:AS J'/ SCALE: N.T.S. NOTED t� 1949 A d 4� OF TM s I Ar�krOrn oisan UI 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 - T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 0 ANKROM MOISAN ARCHITECTS INC. EGRESS PLAN NOTES MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. { EGRESS PLAN LEGEND PDMSF aW 1000 200om W occ ROOM SUMMARY TAG . 2 200 A 2.1 PATH OF EGRESS ILLUMINATION.MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE 11 LU AT THE FLOOR LEVEL. THE POWER SUPPLY ROOMSF aM occ ( X} 3441 7 _ FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY Exn u - THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OFA POWER FAILURE THE 1 500 W WAREHOUSE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES,UNIT 110 EQUIPMENT,OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2010 O.S.S.C.SECTION 2702,PER _ - NO WORK IN WAREHOUSE - 2010 O.S.S.C.SECTION 1006 FIRE EXTINGUISHER r , WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA - L_J _ t _ t 5'-0"DIAMETER WHEELCHAIR TURNAROUND AREA NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING EXISTING WALL SF UM CK.F o"TvvE QOaFFIE 115 1 HALL - 1 100 OFFICE OOM W 109 EXITING SUMMARY Q z , _ a w z 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3,EXCEPTION 1.) THE a U Lu - LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS B,F,AND S, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT THE V) 5 M I R TRO � � N ROOM SF W oa BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER {J� N 400 4 SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 W !� 1 100 B — W M OFFICE COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 88' Z Q z 104 2. TRAVEL DISTANCE LIMITATIONS,(SECTION 1016.1)EXITS SHALL BE SO LOCATEDLn 0 Wom 5F im occ to 130 1 ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, W Lu MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE m IY 1 100 I B TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS Q 105 TRAVEL,SHALL NOT EXCEED 300 FEET.(SEE TABLE 1016.1) J z d o s Z COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 88, 0 � (� O _ ct L 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) m TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE — Oo I PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE r fl TABLE 1015.1) w 5 aMo2 x o« COMPLIANCE:EXIT DOORS REQUIRED- 1 ,u'iSM ad occ 130 1 160 11 1 100 B COMPLIANCE:EXIT DOORS PROVIDED- 1 N 1 10 B OFFICE n 1 is B 0 REVISION DATE REASON FOR ISSUE M OFFICE 102 4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1,EXCEPTION 2) 100 101 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC 0 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL w NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL O DIMENSION DIMENSION OF THE AREA SERVED. COMPLIANCE:MINIMUM SEPARATION REQUIRED N/A COMPLIANCE:MINIMUM SEPARATION PROVIDED- NIA _ EGRESS PLAN z _ - _ I amo - �m Nm FIRE & LIFE SAFETY PLAN NOTES tow EGRESS PLAN w MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL TIMES PERMIT PLANS N THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. \tn z vy Fn DATE PROJECT MANAGER J J - 11 .03.15 5 PRO ECT NUMBER SHEET NUMBER v _ _ J -i G.N ' 137276 �ti} - _ SCALE:AS T- I.- a� NOTED M ISMI r-3 1949 SYMBOLS LEGEND OF 4 EXISTING WALL TO REMAIN NEW INSULATED PARTITION WALL TO EXTG CEILING GRID 3 _ T3 B , GLASS RELITE TM OFFICE ROOM NAME TT 100 ROOM NUMBER KEYNOTE _ T Ti WAREHOUSE � DOOR TAG nkrOm Motsan 11Q 2 , WALL TYPE NO WORK IN WAREHOUSE 6720 SW MACADAM AVENUE,SUITE 100 NO WORK IN WAREHOUSE DUPLEX RECEPTACLE - PORTLAND,OR 97219 BOX T 503-245-7100 P PLATTED VOICE/DATA OUTLET 2 117 SOUTH MAIN STREET,SUITE 400 ABBREVIATIONS SEATTLE,WA 98104 T 206-576-1600 E EXISTING . . 0 ANKROM MOISAN ARCHITECTS INC. N NEW 2 R REMOVED RL RELOCATED ,. 44 MOUNTING HEIGHT.A.F.F.TO CENTERLINE. 16 0 12'-0* 1 r"' D DEDICATED dp P $ SWITCH o $oiM SWITCH WITH DIMMER OFFICE N N OFFICE REST O t � 2 1 109 108 o w 1 I F. ® EXISTING 2'X 4'LAY-IN FIXTURE TO REMAIN �" N N 1 Q994 EXISTING HVAC RETURN REGISTER(CONFIRM)-SHOWN FOR LOCATION ONLY T-3 IDA � 104 3C J 106 ® EXISTING HVAC SUPPLY REGISTER(CONFIRM)-SHOWN FOR LOCATION ONLY OFFICE RELOCATED 2'X 4'LAY-IN FIXTURE = 104 + + P 0 NN �I REMOVED FIXTURE N P OFFICE EXIT LIGHT AC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW.UNITS WHERE 1+1 105 Cy LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 5 O NN NN P EXHAUST FAN71 T-3 3 SPRINKLER HEAD.SHOWN FOR REFERENCE ONLY. ' +250_on ua •• GYP BOARD CEILING/SOFFIT + �- + ABBREVIATIONS OFFICE N NEW ENTRY OFFICE 102 100 P 101 2 - R REMOVED --� P P RL RELOCATED + + P 4 D DEDICATED Q L i �..0 Z V Lu FLOOR PLAN T-2 „8"=,'- " REFLECTED CEILING PLANLu � � N 2 T-2 1/8"=1'-0" z W � FLOOR PLAN GENERAL NOTES HARDWARE NOTES DOOR SCHEDULE REFLECTED CEILING PLAN GENERAL NOTES � Q o DOOR FRAME Z) t1S 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR D 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR AL.L ENCLOSED ROOMS. m LU Lu NOTED. STATING:"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING SIZE 2 IS OCCUPIED" (� 2. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN U.N.O. z a O 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT 4 ui 4 J [] _ COMPLETION OF CONSTRUCTION. 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE — E t-• w x w x 3. REPLACE CHIPPED,POORLY CUT OR DAMAGED CEILING TILES. Ln Z Z USE OFA KEY,SPECIAL KNOWLEDGE OR FORCE. a a. N ui a 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH,LEVEL 4 FINISH PER AWCI d W O STANDARDS. APPLY DRYWALL PRIMER SHEETROCK BRAND"FIRST COAT"OR EQUIV.)PRIOR _ NOTES 4. UPGRADING OF EXISTING CEILINGS(2010 OSSC SECTION 1613.1) _ � V1 ( 3. ALL HARDWARE 15 ADA COMPLIANT. z 3 ACT to � t!1 TO FINAL FINISH COATTO MINIMIZE SURFACE TEXTURE VARIATIONS. 104 3' T A BS BS MTL ORY , O O ACT. A.CEILINGS WITHOUT SEISMIC BRACING. v— ID.. 4. PROVIDE 18 GA.BACKING AT ALL WALL STOP LOCATIONS,IF 109 3' T A BSTBS MTL 1 WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING,THE CEILING SYSTEM SHALL BE 4. ALL NEW WALLS TO BE TYPE"B"UNLESS NOTED OTHERWISE. APPLICABLE. ORY BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 5095 HARDWARE V 11p EGROUPS OR MORE OF THE CEILING TILE IS ALTERED,REPAIRED OR REPLACED AS PART OF A GENERAL R SPACE ALTERATION,OR IF ALL OF THE CEILING SYSTEM 1S REMOVED. FLOOR PLAN KEYNOTES GROUP, -INTERIOR PASSAGE SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE REVISION DATE REASON FOR ISSUE 1 1/2 PAIR BUTTS-41l2" REQUIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING,COMPRESSION STRUTS,AND cn O1 REPLACE EXISTING EXPIRED FIRE EXTINGUISHER WITH NEW TO MEET CURRENT LEVER SET-"PASSAGE"TYPE SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS. CODE REQUIREMENTS FLOOR STOP T F TILE SILENCER THESE UPGRADES ARE NOT REQUIRED:WHEN REMOVING PORTIONS 0 S Q PANELS 0 2 REMOVE EXISTING DOOR AND REVERSE SWING FOR ADA CLEARANCE -° AND/OR GRID TO ALTER DUCTWORK,SPRINKLER PIPE,ETC.,OR WHEN PORTIONS OF A CEILING _ T COMPLIANCE. ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. z REPLACE EXISTING BLIND WITH NEW BLIND TO MATCH EXISTING(BLIND WILL o T �jj B.CEILINGS WITHOUT COMPRESSION STRUTS. N NEED TO BE RE-SIZED AFTER NEW WALL IS ADDED). WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS 4 REPLACE MISSING BLIND WITH NEW BLIND TO MATCH EXISTING. ATTHE CENTER OF THE SPLAYED WIRES,THE ADDITION OF COMPRESSION STRUTS WILL ONLY FLOOR PLAN Z T A TYPE DOOR BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED,ALTERED,RAISED OR LOWERED. CL o - 5. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. Nd, 6. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED o iz OTHERWISE. �� PERMIT PLANS.. cn 7. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT �w COMPLETION OF CONSTRUCTION. z N Fn m - - 8. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET, Q DATE PROJECT MANAGER V) 9. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED 1 1 •03.1 5 JS TO HAVE LATERAL FORCE BRACING. PROJECT NUMBER SHEET NUMBER U Qi 137276 N - N T-3 SCALE.AS = a-:iNOTED ................................................... ......... ..................... .................................... ...... METAL STUD TABLE MAX WALL HEIGHT L/240 STUD SI ZI: GAGE STUD DESIGNATION SPACING I MAX WALL HEIGHT SECURE TO HANDLE APPLIED TWO FIXTURE 1049 ICOMPOSITE NON-COMPOSITE SEC11a I OPPOSITE CORNERS SECURED TO OADS SEE SCHEDULES FOR 3 5/8 25 362 S 125-18 16* 'W-N 12*-6" APPOVED ATTACHMENT DEVICES. STRUCTURE.0 9. 20 362 S 125-33 24w 13'-5* 10--ig" WITH TH AHJ FOR SPECIFIC TWO (2) MAIN ol? 16' 16'-5- 15'-6 LATERAL WALL RUNNER LIGHT 240 14'-9" 13*-6" BRACE ABOVE UNDffAfqF-STRUCTURE CUPS AT 60v 25 600 S 125-18 16" 19'-9* CEILING, ALTERNATE LATERAL WALL BRACING 4 FEET OPPOSITE 24" 16'-g" TION CORNERS 20 600 S 125-33 16" 24-6w 23'-ll DIRECTIONS TO O.C., ALTERNATE DIRECTIONS TO EXISTING ALUMINUM 24' 21'-7" 20'-10" STRUCTURE PER STRUCTURE WHEN REQD. WINDOW SYSTEM ASCE 7-05 SECTION _,,COMPRESSION POST VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS .ASSOCIATION .13.5.8.1 ........... AT 12 FEET O.C. . (SSMA) TABLES FOR NON-STRUCTURAL COMPOSITE AND NONCOMPOSITE SECTION ETCH WAY. 5 STEEL STUDS @ 24n O.C. - TM W/ GYP.BD. EA.SIDE. IN INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240. SUSPENDED CEILING SYSTEM 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. NEOPRENE FOAM TAPE CONT. GYPSUM BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. BETWEEN BLOCKS 2. HEIGHT LIMITS ARE LESS WERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE CASING BEAD BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE ASTEN RUNNER. TO CLG SUPPORT An rom Moisan SEC VAE%riNG WIRE ATTACHEMENT 1.10 AT 2 FEET O.C. THRU NEOPRENE HANGER WIRE AT CONSTRUCTION TYPE FASTENER BLOCKS 45' FOUR WAYS OUND BATT FULL HT.STEEL STUD @ FACE 6720 SW MACADAM AVENUE,SUITE 100 WOOD CX 3- SCREW EYES OF EXISTING SILL STUD. PORTLAND,OR 97219 14 n IL--n STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 YPSUM BOARD SAFETY WIRE ATTACHED TO AIN RUNNER. T 503-245-7100 CEILING GRID FIXTURE 1/4* METAL DECK SCREW EYES. METAL STUDS, SEE SCHEDULE FOR HOUSING, WRAPPED AROUND 117 SOUTH MAIN STREET,SUITE 400 POST TENSION PRE-DROP WIRES, EMBEDS, 1/4-X 3/4" GAUGE, SPACING, AND HEIGHT MATCH WINDOW FRAME,FULL FIXTURE HANGING WIRE MIN. SEATTLE,WA 98104 CONCRETE METAL HIT ANCHORS FOUR TIMES. SECURE AT HT.TO WINDOW. .1450 POWER ACTIVATED DRIVE PIN 1 POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4-X W/ 1 1/4 INCH EMBEDMENT AT DIAGONAL CORNERS NOT CROSS RUNNER CONCRETE IMETAL HIT ANCHORSPAR111IONS 4 FEET O.C. MAX INTO DECK. REFER CONTAINING MAIN RUNNER TYPICAL RRAaNG CONNECTION 0 ANKROM MOISAN ARCHITECTS,INC. LIGHT CUPS. NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR TO STRUCTURAL FOR SPECIFIC OTHER STATES VERIFY WITH AHJ. LATERAL WALL BRACING: IN LIEU OF INFORM NOTE: NEOPRENE GASKET WITH COUS�C REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT ACOUSTICAL SEALANT EA.SIDE. BRACING ABOVE CEILING PROVIDE SEALANT AT SLAB ADJACENT WALL FRAMING FOR FIXTURES WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM LATERAL SUPPORT OF WALL. STRUCTURE. RECESS MOUNTED WALL TYP E. B STC 45-49 5 SCHEDULES r2 WALL LATERAL BRACING r3 PARTITION 4 WALL TO GRID LIGHT FIXTURE SUPPORT WALL AT WINDOW MULLION lBC-W&L-SCHMkXE -02.08C-WAL -TYP- cL*-&jww am 3' V-0" WALL-TO-MULLION 3 N.T.S. �-3 N.T.S. W-WMpLA=L UM -.3 1 1/2*=l'-Ow T-3 ILTA uj F ui ui F m V) cq LU r z LU 0) Z LLJ Lu cr- o o' z Z Z 0 U m 0 t110 a. LL. REVISION DATE REASON FOR ISSUE 0 0 cn ELEVATIONS & D ETAI LS 1*in to O Z PERMIT PLANS UJ DATE PROJECT MANAGER 0 11 .15 JS `5 PROJECT NUMBER SHEET NUMBER W N 137276 r T-5