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Plans ra. r 0 i' TENANT IMPROVEMENT for GENERAL NOTES N 7,, SPEC OFFICE T I 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF MARTIN W. HANSON 1� THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF OREGON AND ALL �= OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. CLACKA S, OREGON 2. THE CONTRACTOR SHALL CONDITIONS LL VERIFY ALL DIMENSIONS AND COND SHOWN ON • DRAWINGS AND AT THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 'l . �� 0 PRIOR TO STARTING THE WORK , OF Og 3. DAILY BASIS CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A THE BUILDING . PROJECT #05260 TO PORTLAND CARMAN RD. 4. ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO 3 1/2" ED V METAL STUDS 24" O.C. WITH 1" TYPE S -12 SCREWS 12" O.C. UNLESS OTHERWISE NOT ar 1D91 5. ACOUSTICAL CEILING SYSTEMS: SUSPENSION SYSTEM TO BE EXPOSED METAL T -BAR, PRE O 1_1_1 -, �3 ®' FINISHED WHITE, TO COMPLY WITH U. S. 0. STANDARDS. INSTALL LATERAL BRACING PER o ^ - ' CODE. TILES TO BE 2 X 2 ARMSTRONG 705 FISSURED TEGULAR TILE. V 2 cV a r ��, s 4. 6. HVAC IS EXISTING. ADJUST DUCT WORK TO NEW WALLS. SEPERATE ZONES FROM r+ - -1 _ - t t !` _ � ADJACENT SPACE. f . L , �' � � \ 7. ADJUST EXISTING SPRINKLER SYSTEM PER NEW WALL CONFIGURATION. 0 t■ COD crs 0 I 1.1 r 4! - a ii - /��� \ 8. ELECTRICAL IS EXISTING. ADJUST CIRCUITRY TO NEW WALLS. SEPERATE CIRCUITS FROM a �" en h q 1 4 T r c - . , A l ADJACENT SPACE. A ,3 1 a� 1 T ri J ,. 9. TELECOMMUNICATION SYSTEM BY TENANT. F vn,a i i I 1 1 10. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLA2�IG. aI 0 F o en en o Q . .,. : ,a.�., _ a • • 11. CONTRACT TO CLEAN & TUNE -UP EXISTING BLINDS. a - W 4 LOCATION MAP 12. CONTRACTOR TO PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED PER CODE. 2ED , SCALE 1" = 600' 13. ALL DIMENSIONS ARE TO FACE OF SHEETROCK UNLESS OTHERWISE NOTED. PROJECT NARRATIVE BUILDING INFORMATION x N w-- HIt PROJECT CONSISTS OF DEMISING OFF 3,711 SF OF OFFICE BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. F-1 z SPACE AS WELL AS CREATING 329 SF OF NEW 15350 SW SEQUOIA PKWY #300 CIRCULATION /CORRIDOR. WORK INCLUDES GYP. BD. ON METAL PORTLAND, ORE 97224 U STUDS, RELOCATED DOORS /FRAMES, DEMISING WALL V.1 ¢ N (PHONE) WORK, RELOCATING CEILING ELEMENTS IN (503) 624 -6300 PHONE) O -T -C V NEW /EXISTING CEILING, AND MINOR ELECTRICAL AND HVAC (503) 624 -7755 (FAX) • yps I H O � ' UNDER SEPARATE PERMIT. Occupancy 40 BLDG. #: PCC BLDG. 2 (YARD! #pcc225) IAA Type i-lo O a Q WORK INCLUDED BUT UNDER SEPARATE PERMIT COOL p w SPRINKLERED TO: ORDINARY HAZARD �" 0 A FIRE PROTECTION SPRINKLERING O U PLUMBING WORK - U HEATING, VENTILATING & AIR CONDITIONING WORK CONST. TYPE.: TYPE V -B ( SPRINKLERED) Aoccs�iliq U 4. r F+i ELECTRICAL WORK (BOTH LINE & LOW VOLTAGE) '' 4:1-1 a U O TENANT INFORMATION DEFERRED v� a . a A-1 SHEET OVE MAP, GENERAL NOTES /INFO TENANT: SPEC OFFICE : / CITY OF T��AR9'? REY6 A -2 BUILDING PLAN \\ OCCUPANCY: B — LL. �..•• •••• �� ' A -3 FLOOR PLAN Piambi Approved... •• •• ( �: 1 A -4 CEILING PLAN Conditionally Approved FLOOR AREA: 3,711 SF OFFICE TOTAL For only the W 88 described in: 329 SF NEW CORRIDOR TOTAL TrUI3 p� AMMO pERMI �'d �" � 2. A -5 DETAILS r to: Follow ( �' Other se ®� e Letter Attach ............la•r...�.(� DATE: 5/16/05 Job A • • r: Date: 7aG1 a PERMIT SET .. By: OFFICE COPY A -1 . I. Fire and Life Safety Inspection Checklist (wall framing & openings) 41‘ ❑ Exterior Walls — 704 - Rated - inside Rated - exterior Parapet Opening protection. ❑ Fire Wall — 705 ❑ Party wall (503.2) - Parapet Opening protection. 705.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 mm) beyond the exterior surface of exterior walls. "See Code book for exceptions" 705.6 Vertical continuity. Fire walls shall extend from the foundation to a termination point at least 30 inches (762 mm) above both adjacent roofs. "See Code book for exceptions" ❑ Fire Barriers - 706 Opening protection. 706.4 Continuity of fire barrier walls. Fire barrier walls shall extend from the top of the floor /ceiling assembly below to the underside of the floor or roof slab or deck above and shall be securely attached thereto. These walls shall continuous through concealed spaces such as the space above a suspended ceiling. ❑ Shaft Enclosures — 707 707.5 Continuity. Shaft enclosure walls shall extend from the top of the floor /ceiling assembly below t the underside of the floor or roof slab or deck above and shall be securely attached thereto. These walls shall be cont,� ;;,,u�oous thro h concealed spaces such as the space above a suspended ceiling. The supporting construction shall be protectWlafford the required fire- resistance rating of the element supported. Hollow vertical spaces within the shaft enclosure construcfloall shall be fire- stopped at every floor level. Fire Partitions - 708 Opening protection. / �\ 0 .4 Continuity. Fire partitions shall extend from a top of the floor assembLL \ stni to the underside of the floor or roof slab or deck above or to the fire- resistance-rated floor /ceiling or roof/ceilmbly above, and shall be securely attached thereto. If the partitions are not continuous to the decd d whcted of combustib le construction, the space between the ceiling and the deck above shall be fire- b locked or�iraft- stopped in accordance with Sections 717.2.1 and 717.3.1 at the partition line. /<'</ ❑ Smoke Barriers — 709 709.4 Continuity. Smoke barriers shall form an effective membrane continuous from outside wall to outside wall and from floor slab to floor or roof deck above, including contin throughn ed spaces, such as those found above suspended ceilings, and interstitial structural and mechanical spes. supporting construction shall be protected to afford the required fire - resistance rating of the wall or floor supported in buildings of other than Type IM, MB or VB construction. ❑ Smoke Partition — 710 710.4 Continuity. Smoke partitions shall e xtend m the floor to the underside of the floor or roof deck above or to the underside of the ceiling above where tlieceiling membrane is constructed to limit the transfer of smoke. ❑ Horizontal Assemblies 711 711.4 Continuity. Assemb 'es s '13. be con ' ous without openings, penetrations or joints except as permitted by this section and Sections 707.2, 712., d 7 Skyli tts and other penetrations through a fire- resistance-rated roof deck are permitted to be unprotected, provided that the integrity of the fire- resistance-rated roof construction is maintained. ❑ Membrane Pen�etrt'a o s_ 712 El Through+enetr iioons� 712 ID Firee' sis�tive Joi ±,System — 713 ❑ Fire esist a Rating Of Structural Members — 714 ❑ ' pening Prot - ives — 715 El Du $V& 'r ransfer Openings — 716 - 716.4 Access and identification. Fire and smoke dampers shall be provided with an appro means of access, large enough to permit inspection and maintenance of the damper and its operating parts. ..Access pc): shall be permanently identified on the exterior by a label having letters not less than 0.5inch (12.7 mm) in height reading: SMOKE DAMPER or FIRE DAMPER. ❑ Thickness of Protective Coverings — 720 -Table 720.1(1) ❑ Safety Glazing — 2406 ❑ Other - I.. • O D 4/PC) 1 ~ MARTIN W. HANSON c t11 CLAC , OREGON O O O 0 O P S AT 251. °, '- OF 0 215 PROJECT #05260 0 Ei IN-L._ftAl I I I V I I I [-"4 o ® I I I a- — — - - -A C -- - N W • � � AREA OF WORK J o 0 . 1I . i L 4 , g g g - g i- 4 rii (-1 I p o� � o � . I O O I w am x`-11 M�1 3 2 E I a M M - - - -- - I 1 1 . .- 2 1 I I CY o E-4 2 2 ® [ i I I ii O�ILD ii.._) Mo xX .13-1 ta.4P4 — .,---,X° 1 — 1 —__ ° 1.: _—_. J,Q-__B— H r:, - 4 0 :' — — .1 I1 ■ ■.. ItIt.i. ]1• ■ I ±I �t= 1I ItI; • Jf fA —.1 -- T y ' =T =1 C!�Z�7 i I O 0 I I j T 5 -4 - - \I H - 0 a I, H 6 w � _ I I I � I, _ � L"i_ \ -- I I I o F"�N O w IC p cn I� y ap I © - - - — - - -- - - - — °W �_ u \ 1 - I I I D 0 U ( A ) 1 1 ¢ a a O J c C4 . m.4 g9 T DT �T DEI" IOL f TION NOTES: BUILDING FLOOR PLAN O REMOVE EXISTING PARTITION REVISION W/ DEMO 1 • ® REMOVE EXISTING DOORFRAME - RELOCATE OR 2 SCALE: 1" = 20' - 0" z SALVAGE FOR PACTRUST STORAGE/USE . 0 REMOVE EXISTING CEILING THIS AREA DATE: 5/16/0$ PERMIT SET A -2 ' - w I I . I 4 V ,W Il ■ vi _ L k _ - - -- (-- ,. N W. HANSON C . . . � ' • e F 3 v. ALIGN ° O I I �i► ° �i► I CLAC , OREGON s O FFICE OFFICE OFFICE I a �O 20 MIN.W /SM �__ I 1 �O� Og % to --i- SEAL / CLOSER /LOCK 2 PROJECT #05260 CORR. 4 _� ,� 0 I OPEN OFFICE I W . J 6 E '-1 8 U 1 � 4 CONF Q 0 O RECITE KIT THIS DOORI lak 4 � ALIGN €--.4i r w 4 W 0 2 W/ SM © ®(E) OPEN'G 3 a° A O 20 MIN. O3 SEAL / CLOSER / LOCK O O EXIST 'G OPENIN O N N RELITE KIT THIS DOOR � ALIGN � � ' Z A Il e ALIGN 1 ® l ips ELEC. 2 0 ,° tea' �.....- ..�!........... ... , �a aw ALIGN O O 4 ®® CL. 2 4 — — b — — b — — — — (----- K--,- .... . N W . H z NOTES: 4.1 0 • O O1 INFILL EXISTING DOOR OPENING -MATCH EXISTING WALL TYPE 0 8 2 NEW FULL WEIGHT DEMISING /CORRIDOR WALL TO MATCH EXISTING O 0 RELOCATED DOOR/FRAME W 0 ° 3 a 0 PATCH/REPAIR WALL END U w I �, H OS NEW SUITE ENTRY WITH 3' WIDE FULL HEIGHT SIDELITE Q a • U g O NEW STANDARD INTERIOR PARTITION TO CEILING c ' - a -Ia i TUNE -UP / SPLIT EXISITNG UTILITIES /SYSTEMS AS REQUIRED ( MECHANICAL / ELECTRICAL /FIRE PROTECTION) REVISION REFER TO 3/A -5 FOR TYPICAL MOUNTING HEIGHTS 1. PARTITION AND POWER PLAN z 2. SCALE 1 "= 10' -0" DATE: 5/16/05 PERMIT SET • A -3 C S C g - ..- • ~1 *11 CEP II : . r. d Go n Go till �� =Elm J =. __ 5 ,_ I . aliiiimmwommill I .T.N. • swami:I. imam) r 1 gm irm I .0 ,__, - , i e 1 II twil . • FA ' .1 ".a.' FA F. FA _ 4r , . . N A li. : ',, i , FA , [_ ,,.AIIIII , 1 2 e _ 13- vil A hl fA , i.. _ 1 ,,riv.miligo..7 ®,,, ; ti rAl S, c ' ! U lillik I I li 1 I ti :.- ' ' i - 1 II H fl ft is.. — - 'i o m ■ M - A - r _W. g V - A , IL at . , 2 F l' ♦ R 1 g g m • ■ . ZIR �I• P I 1 1 'Ail ill . 1. !I" I !II!__ igi q • 'IF A' 2 i A litill ` h ��� i■ 1 d N ~ MARTIN HANSON, ARCHITECT $ REG' SPACE FOR: 15350 SW SEQUOIA PKWY #300 0 y �� j � . PORTLAND, OR 97224 2 g 3 sc-, H _ o SPEC OFFICE TI pH (503) 24 -6300 y � "p r4 . Z FX (503) 624 - 7755 _ y o PACIFIC CORPORATE CENTER � O o SEQUOIA PKWY #120 BUILDING #2 (pcc225) o ul 15495 SW SE '. ' '�� ° Z Q �lz 4T PORTLAND, OR 97224 A PAG -iUST PROPERTY 0 1 1 0 % %, J N O 0 IL1 \-- BLDG. STUCTURE CAULKING N I/2" SPACE DEFLECTION CHANNEL R 3 -1a" BATT INSUL. 1 2005 �_ .aG„R�. - "ED CEILNG F � IGP4RG CENTER LNE OF STUD CI (`( O1 V�S�0 3 S /8" MTL STUDS Ib" O.G. B UILp1N G ONE LAYER 5/8" TYPE X GYPSUM WALLE�OARP AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF METAL STUDS 24" O.G. WITH 1" TYPE 5 DRYWALL SCREWS 8" O.G. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGER ALL VERTICAL AND HORIZONTAL JOINTS 24" O.G. EACH SIDE AND OPPOSITE SIDES. 3 -I/2° BATT INSUL. X rl 4 4" RUBBER BASE -TYP. 1i• I ATTACH BOTTOM TRACK TO FLOOR WITH ��� POWDER DRIVEN ANCHORS AT 24° O.C. CARPET AND PAD � Wet FNI5N FLOOR -TOP OF SLAB 14 1/81 ONE HOUR WALL SECTION W/ INS. SCALE 1" = l' -0" N rl 0 'i U7 O N '-I O y FLOOR AND /OR ROOF STRUCTURE _ O K. it � ' STABILIZER BAR BETWEEN MAINS AT PERIMETER MARTIN W. HANSON C� ADDITIONAL HANGERS AT ALL MAINS $ C� WITHIN 8' OF THE PERIMETER ° MC , OREGON • APPROVED VERTICAL STRUT AT 1?' -0" O.C. EA. WAY • 1-0 1 -II CA, O WITH 4 WAY LATERAL BRACING FROM THE MAN I RUNNER TO NE STRUCTURE OVER BEGIN WITHIN 6'-0" w OF THE PERIMETER AND 2° FROM A CROSS MEMBER / 4 T° LITE KIT OPTION 1 e OF !&.% ....___ PROJECT #05260 1/ v r P/ fr • 0 ADDITIONAL 5UIIT H V W I GANG LOCATION N F ks g d 5,. - o e• i • a (NI W �8" ROSS MEMBERS BETWEEN v a � 0 MAX MAN RUNNERS 6' -0" MAX AN RUNNERS AT 4' -0" 0.0. Z a N SUPPORT WIN '12 WIRE AT 4' -0° OL. d _\ EL C CAL a �7 OR WITH '10 WIRE AT 5' -0" O.C. "' .n OR J -BOX 0 ._ Q =., c a, 7 V• IT/ COU (HANGERS IF MORE M Z r4 o 4 in THAN 1:6 OUT OF PLUMB 0 . `" % i o Q d 0 , Q SECURE ALL HANGERS TO BLDG. ` - �'" STRUCTURE OR A TRAPEZE FOR UNDERCUT TO CLA5 A DUCT AND /OR PIPE WORK CLEAR [ cn M M R_OOR FINISH NOTE: ALL CONNECTION DEVICES TO BE MC o H APPROVED TYPE AND NAVE 100 CAPACITY A 3 MOUNTING HEIGHTS ,--1 ° a w Q 1 4 CEILING BRACING DETAIL -5 SCALE 1/2" = 1' -O" A- NOT TO SCALE 3 -1/2° 24 GA METAL STUDS AT 10' -0" O.C. �: I — BLDG. STRUCTURE ABOVE TO BLDG. STRUCTURE ABOVE FOR WALLS LONGER THAN 12' -0" w *Ai CAULKING N I/2" SPACE WITHOUT INTERSECTING WALLS 0]� j � DEFLECTION CHANNEL �' � �� 3 -1/2° BATT INSUL. 0 BLOCKNG TYP. ® FASTENING POINTS _ ;; ► W ^" '"""""' """� .' EXISTING SUSPENDED CEILING - . "' "" I ^'- I - *ED CEILING - — z REVEAL NEABDERCESSED � W I 3 5/8" MTL. STUDS ® 16" O.C. U 5/8" TYPE GYP. BRD. `c w H a, N el BOTH SIDES SCREW ATTACHED ` $ TM CENTER LNE OF STUD r•LI O a � a C d o 3 -5/8" MTL. STUDS e 24" O.C. in 5/8" GYP. BRD. BOTH SIDES 0 O CENTER LINE OF SW W l v TYP V4 1 d 4, 0 �a V I ate° O. 3 -v2° BATT INSUL. REVISION 4" RUBBER BASE -TYP. ATTAC � �� 4" RUBBER BASE -TYP. 1. H BOTTOM TRACK TO FLOOR WITH ATTACH BOTTOM TRACK TO FLOOR WITH 2 POWDER DRIVEN ANCHORS AT 24° OTC. POWDER DRIVEN ANCHORS AT 24° 0.0. FINISH FLOOR I CAET AND PAD FINISH FLOOR -TOP OF SLAB DATE: 5/16/05 - 4 i/an, 1 4 1/8' PERMIT SET 012 TYPICAL WALL SECTION . 4 DEMISING WALL SECTION SCALE 1" = 1' -0" ' -5 SCALE 1" = 1' -0" A -5