Plans BUP2015 - 00007
RECEIVED
GENERAL NOTES LEGEND SAN FT ZIGA
CITY OF TARD
BUILDING DIVISION
A. ALL EXISTING CONDITIONS TO REMAIN, UNLESS NOTED OTHERWISE: :==:: t ::::: EXISTING CONSTRUCTION TO BE DEMOLISHED Architecture Interiors
B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS
Planning Engineering
NOTED OTHERWISE. ENPOINTE
C. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE. o EXISTING WALL TO REMAIN
D. SUSPENDED ACOUSTICAL TILE CEILINGS AT 8'-5"t (EXISTING) AFF,
UNLESS NOTED OTHERWISE. ® NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1
T ° OPEN E. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EXISTING 2 HOUR RATED WALL TO REMAIN
OFFICE «i4 EQUIPMENT SEE DETAILS 1/A8.1.
207 F. CENTER ALL DOWN LIGHTS, SMOKE DETECTORS AND ALL OTHER Portland,
CEILING PENETRATIONS IN CENTER OF 2x2 TILE, UNLESS NOTED EXISTING 1 HOUR RATED WALL TO REMAIN TECHNOLOGIES 503.224.956600
BREAK +4 OTHERWISE. EXISTING DEMISING WALL TO REMAIN Vancouver,,WA
A8 +41
1 208
+4 G. ELECTRICAL, DATA AND SWITCHING LOCATIONS ARE SHOWN TO 360.695.7879
CONVEY GENERAL INTENT ONLY. COORDINATE :;ii): EXISTING QUADRUPLEX OUTLET TO BE DEMOLISHED Seattle,WA
A T. 3 ELECTRICAL/DATA/SWITCHING REQUIREMENTS WITH TENANT ANDD 206.749.9993
• PROVIDE DRAWINGS BY DEFERRED SUBMITTAL. NEW DEDICATED QUADRUPLEX OUTLET
H. HVAC CONTRACTOR TO PROVIDE FULL SHEET OF THE FLOOR AFFECTED www.mcknze.com
EQUAL EQUALUPON COMPLETION. CONTRACTOR IS RESPONSIBLE TO .PROGRAM THE 4P EXISTING OUTLET TENANT IMPROVEMENT
OVERRIDE HVAC BUTTON. MACKENZIE.
+ I. ALL INTEpRIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED ii DEMOLISHED OUTLET
05A 206A OTHERWISE. DESIGN DRIVEN 1 CLIENT FOCUSED
"* T EXIT J. ALL INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO �A NEW OUTLET AND VOICE/DATA ROUGH IN LOCATION Client
+so
RECEPTION MATCH BUILDING STANDARD UNLESS NOTED. OTHER WISE. � EXISTING COVERPLATE LOCATION TO RECEIVE NEW VOICE/DATA 1 LINCOLN
201 2o1A 2 K. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE
OFFICE OFFICE
VERIFICATION HAS BEEN PERFORMED (ON .3/20/2014, WHILE VACANT) ROUGH IN LOCATION
33 AND PLAN, ELECTRICAL AND CEILING INFORMATION HAS BEEN 1000 SW GREENBURG RD
205 206 1 20 A :r UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). EXISTING COVERPLATE
° D l CONTRACTOR TO FIELD VERIFY AND CONFIRM ADDITIONAL s H o R E S T E I N
CO REQUIREMENTS WITH TENANT. + EXISTING COVERPLATE TO BE DEMOLISHED
SERVER L. NO VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS
202 TIGARD OREGON
2oaA WELL AS FINISH PRODUCTS. �, EXISTING LIGHT SWITCH
M. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. 7
OFFICE 203A FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL !L NEW LIGHT SWITCH WITH OCCUPANCY SENSOR
CONTRACTOR AND IS DEPENDANT ON OREGON ENERGY CODE
204 ALLOWANCES AND EXISTING BUILDING INFRASTRUCTURE IN CEILING. a EXISTING FIRE EXTINGUISHER Project
N. ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL ENPOINTE
LAYOUT AND REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS O EXISTING THERMOSTAT TECHNOLOGIES
AND CONDITIONS PRIOR TO START OF WORK. NOTIFY -IENAM-
CONFERENCE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF EXISTING CEILING GRID F2-03-1 WORK. INDEX OF DRAWINGS IMPROVEMENT
0. REPLACE DAMAGED AND SOILED CEILING TILES WHERE AFFECTED BY ® NEW OR RELOCATED 2'x4' FLUORESCENT LIGHT FIXTURE SUFTE 286
DECK CONSTRUCTION TO MATCH EXISTING. A2.1 PARTIAL SECOND FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, SITE PLAN, 1 LINCOLN
P. ADD SOUND INSULATION IN ALL NEW WALLS. ® EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN & NOTES 10300 SW GREENBURG RD
4111111 A8.1 DETAILS, ELEVATION AND SCHEDULES MM, OREGON
DEMOLISHED 2'X4' FLUORESCENT LIGHT FIXTURE TO BE RELOCATED
1 PARTIAL SECOND FLOOR PLAN KEYNOTES t,:-_* EXISTING LIGHT FIXTURE TO BE RELOCATED
SCOPE OF WORK
A2.1 1/8"=1'-0" 1. ALIGN NEW WALL WITH EXISTING WALL. ® RELOCATED 2'x2' FLUORESCENT LIGHT FIXTURE ,
THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS , AU D.
2. NEW 4X8 PLYWOOD PHONE BOARD WITH (1) DEDICATED QUADRUPLEX ® C
OUTLET. EXISTING SUPPLY/RETURN VENT TO REMAIN FOR AN APPROXIMATELY 1,932 SQUARE FOOT TENANT ON THE SECOND OF FIVE FLOORS. Bt• — C7
3. REPAIR EXISTING P—LAM EDGE AS REQUIRED. WORK TO INCLUDE NEW WALLS AND DOORS. 1'3
4. PROVIDE HIGH LIMIT EXHAUST FAN. NEW EXHAUST FAN — PROPOSED LOCATION
u
5. RELOCATE EXISTING LIGHT FIXTURE. t PORT GO
6. RELOCATED EXISTING LIGHT FIXTURE. SP EXISTING SPEAKER TENANT APPROVAL: �F O
7. REPLACE EXISTING SAT CEILING TILE WHERE EXISTING HOLE OCCURS.
® EXISTING EXIT SIGN
7 8 EXISTING FIRE STROBE DESIGN/CODE DATAMACKENZIE 2015
SP r> MY 9$TIGAAD OC ALL RIGHTS RESERVED
f 7 ' KEY NOTE FOR REFERENCE GOVERNING CODE: 2014 OSSC REVMVED FOR CODE COMPLL NNCE THESE DRAWINGS ARE THE PROPERTY
v OF MACKENZIE AND ARE NOT TO BE
OCCUPANCY. B Approvedr [ l�]�j USED OR REPRODUCED IN ANY MANNER,
CONSTRUCTION TYPE: TYPE I—B OTC. y/ 1
WITHOUT PRIOR WRITTEN PERMISSION
x INTERIOR ELEVATION FOR REFERENCE TENANT AREA (APPROX): APPROX. 1,932 S.F. REVISIONS:
8 NUM OCCUPANCY LOAD: 20 Pcrmit#: � � S— JcJc� -�
Address: 10:�?100 o
200A vla REVISIONS REVISION DELTA
Fs DOOR NUMBER SYMBOL 1 REQUIRED EXIT, 1 EXIT PROVIDED Suite #:_ ? J + I r• >w SHEET THIS CLOSING DATE
a EXIT IS EXISTING AND HAS APPROPRIATE EXIT SIGNAGr' Dates 1.
5 EXIT REQUIRED EXIT BUILDING IS NOT SPRINKLED AND HAS NFPA SMOKE DETECTIONI(7
WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP —
�' 1
_ DEFERRED SUBMITTAL
F �F COPY
4 2014 QSSC SECTION 107.3.4.2 (by separate permit) —
® ;gym ri,l AnIC
FIRE ALARM _
MECHANICAL
FS F p ,y, r01 t. % 'bY'RUCNPPD>NWxO
6 as ' kalI r "' ELECTRICAL
�I, p ' d " ` 1.\' ,„', PLUMBING SHEET TITLE:
_ EXIT ILLUMINATION
PARTIAL SECOND
r 21 ., ` J FLOOR PLAN
' `�!� a g NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN
OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS REFLECTED
ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT CEILING PLAN, KEY
LONGEST COMMON DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PLAN SITE PLAN
PATH OF EGRESS
= 58'-8” ® L . } s PRIOR TO SUBMITTAL + NOTES
FS
} Z wrKwIbNa PIJUtnG BTfi1L1LWEpPNWMG
qt;.H I�tt n 1,tl—I t VALUATION
_..
CO DRAWN BY: LER
M M IN 'Al[_ - VALUATION OF WORK = $8,913 DECK m CHECKED BY: SBH, PDK
AREA OF WORK SHEET:
2 REFLECTED CEILING PLAN EY PLAN 4 SITE PLAN A2.1
A2,1 1/8"=1'-0" A2.1 SECOND FLOOR NTS ® A2.1 NTS
TRUE PLAN TRUE JOB N0.
NORTH NORTH NORTH 2110955.33
PERMIT SET' 01/21/2015
211095533\MCH\33J+2.1.DWG LER 01/20/15 13:49 1:96.00
FLOOR OR ROOF STRUCTURE
" 1 LINCOLN STUD SIZE: 2N"
POP RIVET RUNNER TO 7/8 WALL ANGLE AT 2 SERC 2
ADJACENT WALLS; FASTEN CLOSURE ANGLE WITH #6 8" MAX.
CLIP
SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT LIMITING WALL. HEIGHT TABLE
STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER , ATTACH STUD TRACK
ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS ° INTERIOR NON STRUCTURAL NON-COMPOSRE WALLS L/240 @ 5psf / THROUGH GRID TO
WITHIN 8" OF PERIMETER / BRACE ABOVE I A
LATERAL BRACING WITH APPROVED VERTICAL \ ® �� , DESIGNATION SPACING MAX WALL HEIGHT /
COMPRESSION STRUT AT 12'-0" OC EA WAY �f' SUSPENDED CLG
/a 250S125-18 24 8'-4" ASSEMBLY � '
/ F�,COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB Architecture m Interiors
` a 250S125-18 16" 9'-7" \ / 45, Planning n Engineering
"ATTACHED � , 2505125-27 24" 9'-10" //
WALL" � '°. 2505125-18 16" 11'-3"
CUT TILE FOR TIGHT 25 GA 3 1/2" METAL STUD BRACING
3625125-18 24" 13'-5" FIT AT WALLS TO FLOOR STRUCTURE AT 8'-0"
,(�.10EILINQ EDGE AT WALL NTS 3625125-18 16" 14'-4" CASING BEAD USG 200—A OC W/ (2) #8 SHEET METAL Portland, OR
A n NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" " SCREWS AT EACH END. BRACING 503tland, OR
TO 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP 3625162-33 16 16'-5" GYP BD EA SIDE 60
TO BE PROVIDED WHERE DISTANCE
— DO NOT SCREW BERC 2 CLIP TO TRACK Vancouver,WA
362S162-43 16" 18'-0" SOUND ATTENUATION BETWEEN PERPENDICULAR INTERSECTING
�� 360.695.7879
AT ALL NEW WALLS, TYP. � WALLS OR HORIZONTAL BRACING
TABLE MAX. LENGTH 6005162-33 16" 24'-6" Seattle,WA
CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2 DIA CONDUIT (EMT) V-10"" BETWEEN WALLS EXCEEDS 8'-0" OC 206.749.9993
MAIN RUNNERS AT 4'-0" OC " „ INTERIOR NON STRUCTURAL NON-COMPOSITE WALLS METAL STUDS 11
SUPPORT WITH 12 WIRE AT 4 -0 OC OR
3/4- DIA CONDUIT EMT 7'-8 L/360 5psf METAL STUDS SEE WALL HEIGHT www.mcknze.com
6'-0" MAX # " 1" DIA CONDUIT EMT g'-g" WITH CERAMIC TILE FACING
WITH #10 WIRE AT 5'-0" OC EA WAY SGL 1625125-33 MTL STUD 12'-0" GYP BD EA SIDE TABLE FOR GAUGE AND SPACING
TZLATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA DESIGNATION SPACING MAX. WALL HEIGHT CONT ACOUSTIC SEALANT ISI AC K E N Z I E D
EA SIDE AGAINST TRACK DESIGN DRIVEN 1 CLIENT FOCUSED
NOTE: STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 15'-0" 3625125-18 16" 12'-4" N NO SEALANT AT SIM COND Client
ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF MTL STUDS 1-5 8"x2OGA 3625125-33 16" 14'-3" I
CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 1/2" MAX
APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF 2-1 2"x2OGA m BOTTOM TRACK TO FINISH
CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH CONCRETE SLAB FLOOR W/ POWDER DRIVEN
STRUCTURE. TRAPEZE DUCT WORK 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. (-
WIRES TO HAVE A 200# CAPACITY. AND OTHER LARGE OBSTRUCTIONS MTL STUDS (2-1/2"x2OGA) 3 ANCHORS AT 4'-0" OC s H o R E s T E I N
1 SUSPENDED CEILING BRACING 2 WALL HEIGHT TABLE s NON-BEARING WALL 3J3
q81 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS Z qgi ¢ A81 AT FLOOR AND SUSPENDED CEILING 3"=1'-0" W
THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. v 3 z
NOTES: 13"
"
A. FINISH ENDS, TYP D. SHIM AS REQUIRED 13Project
B. CONFIRM REQUIREMENTS F
(2) ADJ. ENF OINTE
E. ALL CABINET FACES AND DOORS, PL-1 �
FOR ALL EQUIPMENT/APPLIANCES MELAMINE SHELF (2) ADJ.
PRIOR TO CONSTRUCTION OF ALL EXPOSED EDGES AT DOORS AND SHELVING MELAMINE SHELF TECHNOLOGIES
CABINETRY TO BE P—LAM TO MATCH ADJACENT = � .fENgNT
VERTICAL SURFACES.
_. C. ALL COUNTER TOPS, EDGES AND IF NEW CABINETRY IS INSTALLED, MODIFY w IMPROVEMENT
G.
SOUND ATTENUATION BATT BACKSPLASHES, PL-2 w
AS OCCURS ELECTRICAL AS REQUIRED ABOVE NEW BACKSPLASH. = LE1 SUFE 2SO
GYP BD WALL AS OCCURS P—LAM FACES N — 1 LINCOLN
P—LAM FACES 10300 SW GREENBURG RD
- — —
TALIGN
7 J TIGARD, OREGON
A8.1 25" P.L. TOP 4" BACK AND
W/ LOWERS � U.N.O.
„ /— SIDE SPLASH AS
w 1 —5 MAX � 25 P.L. TOP OCCURS
CEILING
DOUBLE STUD AT JAMB, TYP �! w TO FAUCET w f
v' CONTROLS P—LAM COUNTERTOP AND w P—LAM COUNTERTOP AND PA D.
SPLASH N SPLASH �1
DOOR FRAME AS OCCURS
MATCH BLDG STDls� Cq LO IN ELEVATION t PORIjA E N
WRAP ALL EXPOSED PIPE 9
.7r
P—LAM SIDE o PER CODE
I
SPLASH I / (1) ADJ MELAMINE L�
i� 8 Z o ! SHELF, NO DRAWER OR 01
o ! � Z P—LAM FACES _J — — — SHELF AT SINK LOCATION
OPEN BELOW I w
— - - —
C-4M MACKENZIE 2015
PER ADA i
LO ALL RIGHTS RESERVED
_JP1111
2'-9" 4'-3"f Err `N I OPEN BELOW PER CODE P-LAMTHESE MADRAWICKENZE ARE
ARE NOT THE ROPO T
RUBBER BASE USED OR REPRODUCED IN ANY MANNER,
RUBBER BASE BEYOND WITHOUT PRIOR WRITTEN PERMISSION
2'-0" 2'-0" 3
REVISIONS:
4 TYP INTERIOR DOOR 5 ALTERNATE CABINETRY ELEVATION Y s ALTERNATE CABINET SECTION w 7 ALTERNATE CABINET SECTION �� REVISIONS REVISION DELTA
THIS CLOSING DATE
" , r m " r n (p �� SHEET
A81 HEAD SIMILAR 3 =1 —0' o A81 IN LIEU OF EXISTING CABINETRY TO REMAIN 1/4'=I'—O' w A81 TYPICAL 3/4 =1 —0 E6 q81 TYPICAL 3/4"=1'—O" m
DOOR SCHEDULE ROOM FINISH SCHEDULE SCHEDULE OF INTERIOR FINISHES —�
DOOR DOOR DOOR FRAME HDWR FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING
DOOR OPENING SIZE THK TYPE MAT'L FINISH MAT'L FINISH DETAILS GROUP RATING COMMENTS ROOM ROOM NAME MAT'L MAT'L MAT'L MAT'L MAT'L MAT'L CEILING FINISH CPT-1: TO MATCH EXISTING
201A 3'—O"x8'-3"f EXISTING DOOR 1 NO FINISH FINISH FINISH FINISH FINISH FINISH HT. MAT'L COMMENTS P-1: TBD, BUILDING STANDARD
202A 3'-0"x8'-3"f 1-q" FL SC S HMK FF 4/A8.1 H-2 -- 2 201 RECEPTION EXIST EXIST/RB -- GBP P P EXIST EXIST --
203A 3'-0"x8'-3"t EXISTING DOOR -- 202 SERVER VCT EXIST/RB P P GB/P GB/P EXIST EXIST -- SHEET TITLE:
204A 3 —0"x8 —3'f EXISTING DOOR -- 203 CONFERENCE EXIST EXIST P P P P EXIST EXIST --
PL-1: TBD (ALTERNATE: CABINET VERTICAL SURFACES) DETAILS,
205A 3'-0"x8'-3"t 1 " FL SC S HMK FF 4/A8.1 H-1 -- -- 204 OFFICE EXIST EXIST P P P P EXIST EXIST -- PL-2: TBD (ALTERNATE: CABINET COUNTER TOPS AND BACKSPLASH) ELEVATION +
206A 3'-0"x8'-3"t EXISTING DOOR -- 205 OFFICE EXIST/CPT EXIST/RB P GB/P P P EXIST EXIST -- SCHEDULES
HARDWARE GROUPS. ABBREVIATIONS: 206 OFFICE EXIST EXIST/RB P P P GB/P EXIST EXIST --
H-1: PASSAGE EXIST EXISTING 207 OPEN OFFICE EXIST EXIST P P P P EXIST EXIST -- RB-1: TO MATCH EXISTING
LATCHSET F75 GRADE 1, FF FACTORY FINISH 208 BREAK EXIST EXIST P P P P EXIST EXIST --
BUTTS, SEAL, STOPS FL FLUSH FINISH SCHEDULE NOTES: VCT-1: TBD, BUILDING STANDARD
H-2: STOREROOM/SERVER ABBREVIATIONS:
HMK HOLLOW METAL KNOCKDOWN A. ALL INTERIOR FINISHES BUILDING STANDARD, COLORS TO CPT CARPET
LOCKSET F86 GRADE 1, S STAIN BE COORDINATED WITH TENANT. EXIST EXISTING
BUTTS, SEAL, STOPS SC SOLID CORE WOOD B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD
AFFECTED BY NEW WORK. PAINT NEW AND EXISTING DRAWN BY: LER
P PAINT
DOOR SCHEDULE NOTES: WALLS. RB RUBBER BASE CHECKED BY: SBH, PDK
DOOR SCHEDULE COMMENTS: A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, AND/OR C. EXISTING CARPET AND RUBBER BASE TO REMAIN VCT VINYL COMPOSITION TILE
THROUGHOUT, UNLESS NOTED OTHERWISE. PATCH
1. EXISTING DOOR AT REPLACED TO BE IN COMPLIANCE WITH ADA. SHEET:
EXISTING CORRIDOR. CARPET WHERE AFFECTED BY CONSTRUCTION TO MATCH
B. ALL TENANT ENTRY DOORS TO RECEIVE A NEW DOOR WITH
2. PROVIDE LOUVER AT DOOR. MORTISE LOCKSET AS DETERMINED BY LANDLORD. EXISTING. NEW RUBBER BASE NEW WALLS ONLY
A
C. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT AND/OR WALLS/ROOMS WHERE AFFECTED BY A8.1 BUILDING STANDARDS. CONSTRUCTION TO MATCH EXISTING. NEW VCT AT
D. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE SERVER ROOM.
MEASUREMENTS BASED ON FIELD OBSERVATION.
E. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING
INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. JOB NO. 2110955.33
PERMIT SET: 01/21/2015
211095533\ARCH\33_A8.1.DWG LER 01/20/15 13:49 1:96.00