7300 SW HUNZIKER ROAD STE 103 s;t
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G it' DIFFUSER TO REMAIN;
----- SAL.ANGE TO AIRFLOW LISTED.
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PROJECT LOCATION GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX BUILDIMDVSION ?,�
Y' '- ®�
OREGON STRUCTURAL SPECIALTY CODE, 2007 EDITION
. sic 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTIOIti, T-0 COVER SHEET AND
CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE EGRESS PLAN
CONSTRUCTION TYPE: 1114
CONSTRUCTION. H
NON-SPRINKLERED
€ , T-1 DEMOLITION PLAN Z Z r:
'' ( I 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT: 2 STORIES FLOOR PLAN z
BUILDING OCCUPANCY: B z
3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS C V A DAILY T-2 DEMOLITION REFLECTED CEILING PLAN r �
BASIS. REFLECTED CEILING PLAN V 1
A TENANT IMPROVEMENT SQUARE FOOTAGE: 2,031 U.S.F. FINISH PUN "�'� n•
4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES
O V�
1 AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR T-3 ELEVATION AND DETAILS
OCCUPANT LOAD FOR TENANT IMPROVEMENT: 48 ^ °�+
TENANT. iC at <
,i` ``_ x. 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMFNT AND MATERIALS PROVIDED G E�J E RA L NOTES - CODE INFORMATION AC
r.. ' E �.
�{`•; 4�,; `' UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT. O
:4 F1 __ 1. All CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON
F-
A ' ' ,.. :.;` 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO Z
• t- � . .l;Ic t i . ;, STRUCTURAL SPECIALTY CODE 2007 EDITION AND ALL OTHER STATE AND LOCAL DEFERRED SUBMITTALS --
IMPLEMENTATfON.
k • � '• � � CODE REQUIREMENTS THAT APPLY.
.
y�4 I 1 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT 2. MAINTAIN 100% COVERAGE FROM EXISTING SMOKE &FIRE ALARM SYSTEM PER FMO. ELECTRICAL
PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK
'��).•' r' 1`<. ' 3. ALL EMERGENCY LIGHTING FIRE DETECTORS FIRE ALARM COMMUNICATION D O
8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY FIRE ALARM <<
DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE U `
THE CONTRACTOR. BUILDING AND LIFE SAFETY CODES. PLUMBING
9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL OF SUPPLIED 3
r 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. HVAC Z
AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE FIRE EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW V
' sx•,, Y=4 �`j' k r K..,�_,.. GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL EVERY 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF �.
�p N
SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S 75 FEET. �
REQUIREMENTS.
Q PRO]EC-T- TEAM ;,
5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING '
MECHANICAL A D ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL " L�. f � .4
10. ALL N IS OCCUPIED AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. BUILDING ADDRESS: 7200 SW HUNZiKER RD. ' "
DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND YF�, `�-
I_
SUITE 100
PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE
+i : �i'1 CONSTRUCTION. INTERNATIONAL BUILDING CODE,AND THE INTERNATIONAL FIRE CODE. TIGARD,OR 97223
. CION AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH OWNERMNDLORD:
11
7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON ROBINSON CONSTRUCTION
MATCHING BUILDING STANDARD TILES. 21360 NW ALDEZWOOU DR.
STRUCTURAL SPECIALTY CODE 2007 EDITION,SECTIONS 1006 AND 1011 HILLSBORO,OR 97124
12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED.TO BE RETURNED TO BUILDING STOCK CONTACT:ERIC ARRTTOLUI
REUSABLE MATERIALS 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES PHONE: (503)209-6555
VICINITY MAP OF BEARING WALLS ARE REQUIRED TO HAVE AFIRE-RESISTNE RATING AND WALLS FAX: (503)645.5357
13. REMOVE ALL POWER SIGNAL, SWITCHING AND OTHER CONTROL ITEMS FROM VALLS TO BE REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH
SCAU'`M DEMOLISHED. PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL ARCHITECT'; ANKROM MOISAN ASSOCIATED
SPECIALTY CODE 2007 EDITION. ARCHITECTS
14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS. 6720 SW MACADAM,SUITE 100
PORTLAND,OR 97219
TTTiTi ITUTTTTT1TfTL 15. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. CONTACT:MONIKA ARAU)O
PHONE: (503)245-7100
16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF FAX: (503)2457710 A/
ELECTRICAL AND VOICEIDATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE {jam
DESIGN ANDINSTAl,111TION. EXITING SUMMARY - NON-SPRINKLERED TENANT- HONEYWELL W
17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 1.COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3)
"` ��'•p THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY
18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. GROUPS OTHER THAN H-1, H-2 AND H-3,SHALL NOT BE MORE THEN 75 FEET.
7300 BUILDING- REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO uj
AREA OF WORK ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL- 70 FEET u O
2.TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1)
EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM �--
-' LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE r�� W
V
POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL J
I ELEVATOR AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EXCEED W
I I fi 11 I I I I I I I I(1 1 1 1 1 1 1(I 1111 1 1 1 1 1 1 tt, 11 ' 200 FEET. (SEE TABLE 1016.1) V)
COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 103 FEET N
3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1) EGRESS PLAN NOTES V) (A
41"w*NSITE MAP i L UP TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE Z) W 0�
PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, MEANS OF EGRESS, INCLUDING THE EXIT DISC LARGE,SHALL BE ILLUMINATED AT ALL ui
'"s (SEE TABLE 1015.1) Ne O
TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS i5 OCCUPIED. .,...
COMPLIANCE:EXIT DOORS REQUIRED- 1 N
COMPLIANCE:EXIT DOORS PROVIDED- 1 CL Z U
4. TWO EXITS OR EXIT ACCESS DOORWAYS.(SECTION 1015.2.1) ad
0 C) N.1
E A • • -_ - _-- - -- THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS �.r
- -- - ((-- DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE �-= -
r� MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVE A 0
CONFERENCE COMPLIANCE:MAXIMUM SEPARATION REQUIRED- WA EGRESS PLAN LEGEND °
UP 1031 COMPLIANCE:MAXIMUM SEPARATION PROVIDED- N/A IIS/mvwvcsh z
1000 2W
BREAK 1 15 N4741200 -A:-.1 ROOM SUMMARY TARGET AftmWk4 ^ F
ROOM
r ® 102 or MARK DATE DESCRIPTION
PATH OF EGRESS ILLUMINATION-MEAhIS OF EGRESS
-' _ - _ i'� / 1 � ' ILLUMINATION SHALL NOT BE LESS THAN 1
1 15 8
FOOT-CANDLE
POWER SUPPLY FOR THE MEANS FLOOR THE
ILLUMINATION SHALL NORMALLY BE PROVIDED BY6 THE ES --
/ ADA UPGRADES A POWER FSAIL RE,THE EM RGENCY POWER SYSTEM
_ _ L SUY. IN THE EVENT OF
7QFEET _ _ SHALL PROVIDE POWER FOR A DURATION OF NOT _
PATH TO CH010E OF , TOTAL COST OF TENANT IMPROVEMENT: $47,000.00 LESS THEAN 90 MINUTES ANS SHALL CONSIST OF _
TWO EXISTS ADA UPGRADES REQUIRED(25%): $11,750.00 STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON
SITE GENERATOR. THE INSTALLATION OF THE
WAITING ADA UPGRADES EMERGENCY POWER SYSTEM SHALL BE IN
AREA J ACCORDANCE WITH 2007 O.S.S.C.SECTION 2702,PER _ - -
100ADA COMPLIANT SINK, FAUCET,AND CABINET: $ 1,827.00 2007 O.S.S.C.SECTION 1006
4 OFFICE
�
1 7 B 101 I ADA COMPLIANT HARDWARE: $800.00
EXIT LIGHT AC WITH BATTERY BACK-UP -DATE: 7.84)8
1431 13
1 100 B I LEFT-OVER CREDIT FROM 7300 BLDG ADA RESTROOM: $9,123.00 ® DIRECTIONAL ARROW UNITS WHERE LINE OF SIGHT )OD:
TO NEAREST EXIT IS OBSCURED. (16G630.14
/ TOTAL COST OF ADA UPGRADES PROVIDED: $11,750.00 FILE: CD
O F FIRE EXTINGUISHER CABINET DRAWN: MA
UPws � CITY OF TIGA►RD CFiECKEO: )s
1 SERVER r 1 WHEELCHAIR SPACE/ APPf'uvsd•
COPYRIGHTANKROM MUISAN
_UP 1 Oq � L_ _ J WHEELCHAIR CLEAR A IFAppQ�d..«....»..«` ; ASSOCIATED ARA1IITECTS 2009
a+ IF
510 WHEELCHAIR TURN....
AROUND AREAI Fj 3
---- -- i 1\ 4
OFFICE COVER SHEET
n 105 NEW TENANT PARTITION WALL TO UNDERSIDE OF
Q AREA OF WORK / _ _ _ CEILING EGRESS PLAN
y - - __ 1 100 B UD EXISTING WALL TO REMAIN
c; .. 0 fcoAll 5
Made" COPY
J KEY MAP 7300 BUILDING - FIRST FLOOR EGRESS PLAN I,, mm E, e
•3 �: T-0 lie"-1'-0" !I•Miy ....
TImO
PERMIT SET. 7-8-08
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FLOOR PLAN SYMBOLS
•- _ ___._� E -` EXISTING WALL TO REMAIN
CONFERENCE _ - - - WALL OR ITEM TO BE 111MOVED
z OF 0
V
< NEW INSULATED PARTITION WALL 1
17 TO UNDERSIDE OF CEILING GRID
t Z i
14 10 E
T-3 103 2 � GLASS RELITir Q Z N N
" `` T-3 OFFICE
ROOM NAME � /1
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8'-4 3/4 ROOM 11 100 ROOM NUMBER VJ (L
1
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t.v. 16 1 s 0
T- INTERIOR ELEVATION REFERENCE O
]:;30d NEW DOOR TAG. � o p
WAITING Z
AREA
100 � FLUOR DUPLEX OUTLET
OPEN 4-PLEX OUTLET
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OG
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V-91/2"t/2" e PHONE/DATA C u `
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ABBREVIATIONS
--- -..._ • --- - -__ VV_---- .. _ ._----- --- -
E EXISTING
2 N NEW
T-3
11
R REMOVED
DEMOLITION PLAN r2 FLOOR PLAN RL RELOCATED
+44" MOUNTING HEIGHT AFF.TO t
W
D DEDICATED
FOW FACE OF WALL
DEMOLITION GENERAL N O`TE S FLOOR PLAN GENERAL NOTES GYP BD GYPSUM BOARD W
CLG CEILING V Q
1. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL 1. ALL PARTITIONS TO BE INSULATED TYPE "B" UNLESS NOTED OTHERWISE-
ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A REFER TO SHEET T-3 FOR WALL DETAILS. A.F.F. ABOVE FINISH FLOOR 'u
Lu
STRUCTURAL ENGINEER
2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS t CENTER LINE V)
2. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTIOf UNLESS NOTED OTHERWISE. CLR CLEAR LIJ
CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL
CAUSE A CONFLICT. IT IS THE RESK)NSIBILITY OF THE GENERAL 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ M
OG FACE OF GLASS
CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF DRAWINGS AT COMPLETION OF CONSTRUCTION. F
CN
ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. N
FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY 4. ALL NEW WALLS 10 HAVE BUILDING STANDARD WALL FINISH AN17"
z
TENANT OR ARCHITECT. MATCH TO EXISTING.
Z
3. DISMANTLE AND REMOVE ALL ITEMS AND CONSTRUCTION WHICH ARE NOT La.l
o
TO BE INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION.
N L7
4. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND FLOOR PLAN KEY NOTES D LLJ
PLUMBING FEEDS.WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE W .J
REMOVED BACK TO THE SOURCE OF ORIGINATION. O = 0 W
i0 NEW 12" FULL HEIGHT RECITE.
5. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUNCTIONING
EQUIPMENT THAT IS TO REMAIN. REMOVE THEM BACK TO PANELS.ALSO 11 ALIGN NEW WALL WITH WINDOW MULLION. SEE DETAIL 2 ON SHEET T-3. _ Q
REMOVE CONDUITS WHERE POSSIBLE. O � LL
12 NEW 4'X8' FIFE RATED PHONE BOARD PANEL AT NEW SERVER ROOOM. ....� Z
6. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL PROVIDE REQUIRED ELECTRICAL. M V
CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR 13 -MPERED
ADJACENT CONSTRUCTION. o INFILL DOOR OPENING. PATCH AND REPAIR WALL TO MATCH EXISTING. GLASS I
ET AT STANDARD HEIGHT FOR WATER COOLER.
7. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY INSTALL DUPLEX OUTI_
NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS 14 WATER COOLER REQUIRES 18"CLEAR BETWEEN CASEWORK AND WAIL.
MARK DATE DESCRIP'T10N
OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION
PERIOD. REMOVE CRATES,CARTONS,AND OTHER FLAMMABLE WASTEINSTALL WIRING ABOVE CEILING FOR(2)CIRCUITS AT THIS LOCATION.
MATERIALS OR TRASH FROM THE WORK AREA AT THE. END OF EACH 15 FURNITURE VENDOR TO PROVIDE POWER POLE.
WORKING DAY. PIPE AND DUCT SHAFTS,CHASES,FURRED SPACES,AND
SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH,LOOSF INSTALL WIRING ABOVE CEILING FOR(1)CIRCUIT AT THIS LOCATION. A TYPE DOORTYPE DOOR _
PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, 16 FURNITURE VENDOR TO PROVIDE POWER POLE.
DIRT, AND DUST.
INSTALL FLOOR ELECTRICAL AND PHONEIDATA OUTLETS. CONTRACTOR TO DOOR AND FRAME NOTE
S. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXiS'ANG BUILDING SHELL 17 COORDINATE WITH TENANT ON EXACT LOCATION OF CONFERENCE TABLE.
STRUCTURE.CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL -
STRUCTURE APPEARS TO BE IN DANGER. 1. ALL STAIN GRADE DOUBLE DOOR SETS TO BE BOOK MATCHED. _
9. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF 2. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE
THE LIMITS UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAIN.
WHETHER TO DEMOLISH AN ENTIRE WALL TO BE REUSED OR TO PROVIDE _
SELECTIVE DEMOLITION.
DATE_
DOOR SCHEDULE 63
066
-- HARDWARE GROUPS JOB: X630.,4
DOOR FRAME HDW NOTES -.. FILE: CD
No. SIZE TYPE MAT. FIN. MAT. FIN. TYPE DRAWN: MA ---
DEMOLITION
NOTES GROUP 1 -INTERIOR PASSAGEDEMOLIT!ON PLAN KEY103 3'-0"x 7'-0" B WD ST _ MTL MANE 2 1 1/2 PAIR BUTTS-4 1/2' CHECKED: )S
1 DEMO DOOR AND SALVAGE FOR REUSE. 104 3'-0"x 7'-0" A WD ST MTL MANF 2 _ LEVER LOCKSET-"PASSAGE"TYPE
O FLOOR STOP C7
105 3'-0"x 7'-0" E 2 B WD ST MTL MANCOPYRIGHT ANKROM MOISAEI
GROUP 2-INTERIOR LOCKING-OFFICE ASSOCIATED ARCHITECTS 2006
1 1/2 PAIR B4- LEVER LOCKS"ENTRANCE'TYPE
d FLOOR STOP
DEMOLITION,
1
HARDWARE MOTES FLOOR, AND
H
NAGE ABOVE THE DOOR STATING: 'THIS RCP & SCHEDULE
C Z 1. MAIN EXIT DOOR TO HAVE SIG
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"
Z 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, 5
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1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS EXISTING 2 x 4 LAY4N FIXTURE 1. ALL INTERIOR WALLS TO BE A SMOOTH LEVEL 4 FINISH. U 0
UNLESS NOTED OTHERWISE. 0
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RELOCATED 2 x 4 IAY4N FIXTURE 2. UTILIZE MASTER PAINTERr INSTITUTE(MPI)ARCHITECTURAL PAINTING W
2. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. SPECIFICATIONS.APPROVED MPI PRODUCTS TO BE UTILIZED OR LLJ
3. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED .
REMOVED FIXTURE PROVIDE SUBSTITUTION FOR APPROVAL,TO ARCHITECT.
OTHERWISE. 3. ALL PAINTED SURFACES TO BE MPI LEVEL 3- EGGSHELL FINISH, uJ
4. SWITCH LIGHT FIXTURES AS REQUIRED. � NIGHT LIGHT/EMERGENCY CIRCUIT
PREMIUM SYSTEM INSTALLATION U.O.N. Z en
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4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR N
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• PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ HVAC RETURN-SHOWN FOR REFERENCE ONLY APPROVAL. � .
DRAWING AT COMPLETION OF CONSTRUCTION.
® HVAC SUPPLY•SHOWN FOR REFERENCE ONLY ::)
5. VENEER DOOR PANELS AND WALL PANELS ARE TO BE BOOK W
Oka SMOKE DETECTOR-SHOWN FOR REFERENCE ONLY MATCHED. co yC Z
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No. NAME N S WALLS MAY
E � MAY. NOTES
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100 ENTRY/WAITING AREA P-1 P-1 P 1 P-1 CPT B-1 ACT - C) < .'L
101 OPEN OFFICE P-3 P-1 P-1 P-1 CPT B-1 ACT - M p
102 BREAK ROOM P-3 P-1 P-3 P-1 CPT B-1 ACT -
103 CONFERENCE ROOM P-1 PA P-1 P-1 CPT 9-1 ACT -
104 SERVER P-1 P-1 P-1 P1 CPT B-1 ACT - MA* DATE DESCRIPTION
105 OFFICE P-1 P-1 P-1 P-3 CPT B-1 ACT f-
FINISH SCHEDULE --
C-1 CARPET: (GLUE DOWN INSTALLA710M P-1 PAINT: (GENERAL WALL)
MFR: PATCRAFT MFR: MILLER
STYLE: 10039-REALITY BYTES COLOR:8221W 80TANY BEIGE
COLOR: 39130-CABLE OUTAGES FINISH: EGGSHELL '
B-1 RUBBER BASE: 4"COVE P-3 PAINT: (ACCENT)
MFR:IOHNSONITE MFR: MILLER _
t� COLOR: 44-DARK BROWN COLOR: 8225D AUTUMN WHEAT DATE: 7-84)0
FINISH: EGGSHELL --
VCT-1 VINYL TILE: FIELD )OB: 066630.14
MFR: MANNINGTON COMMERCIAL P-4 PAINT(ACCENT) - -
STYLE: ESSENTIALS MFR:MILLER FILE: -CD
COLOR: 143 FLAX COLOR:8675D WOODEN OAR DRAWN: MA
LOCATION: SERVER ROOM AND BREAK ROOM ACCENT BORDER FINISH: EGGSHELL -
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STYLE: DESIGNER ESSENTIALS COLOR: 4846.60 MORRO ZEPHYR COPYRIGHT ASM MOISAN
COLOR: 259 OLIVIA ASSOCIATED ARCHITECTS 2005
N3 LOCATION: BREAK ROOM FIELD TILE PL-3 PLASTIC LAMINATE:COUNTERTOP
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SECURE _O HANDLE APPLIED LOADS STUDof Slcw�noN SPACING �MAX WALL H9GWT
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-- - -SEE SCHEDUI.FS FOR APPOVED 3 y8» 362 S 125-14 16• 14'�I" 12'-6' OPPOSITE COR1040 rl�
CORNERS SECURED TO 9
ATTACHMENT DEVICES.COORD.
STRUCTURE, 9
�\ 24" 13'-5" 10"-160"
\\ WITH AHJ FOR SPECIFIC REQMENTS. 20 3625125-33 16' 16'-5" 15'-6" Off,'
LATERAL WALT.BRACE RUNNER
NEE LIGHR LIGHT
\\ - ---� UNDERSIDE OF STRUCTURE 24' 14'-9" 13'-6" ABOVE CEILING, CUPS AT OPPOSITE
LATERAL WALL BRACING 4 FEET O.C., 6' 25 600 5 125-18 16" 16'-9" .
ALTERNATE CORNERS
ALTERNATE DIRECTIONS TO STRUCTURE 20 600 S 125-33 16" 24'-6• 2','-11" DIRECTIONS TO Z
-- --- EXISTING ALUMINUM WINDOW � •-
WHEN REQ'D. SYSTEM —.. 24" Z1'-7' :10'`10" 7-0 STRUCTURE
tCTION 13.SSb�1 � /s , CGA�{PRESSION POST AT
SOUND I111T1 4 FEET VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASS(X:IATION(SSMA)TABLES 12 FEET O.C..EACH WAY. z ,
EACH SIDE OF PAR4171ON -- -- STEEL STUDS*24"O.C.W/ GYP. BD, FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR 5
SUSPENDED CEILING SYSTEM EA. SIDE. APPLICATIONS (5 PSF)WITH DEFLECTION LIMIT OF U240. V) _.
1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM
NEOPRENE FOAM TAPE CONT. BETWEEN I -_— FIN, SILL BELOW- BOARD ON BOTH SIDES W/86 SCREWS AT 12 INCHES O.C.MAX. ( �
\BLOCKS NOTE: ALL SILLS TO BE INSTALLED O e'v °SP►
BEFORF INTERIOR WALLS. DO NOT Z, HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING 4�'�. � O, <
CASING BEAD CUT SILLS FOR MULLION Cl OSURiS 0
OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. �,
ASTEN RUNNER TO CLG SUPPORT AT 2 ORWALL INTERSECTIONS. -_ _
FEET O.C. THRU NEOPRENE BLOCKS CEILING WIRE ATTACHEMENT , W O
�-- ,��.0 ' HANGER WIRE AT 450
`
FULL HT.STEEL STUD•FACE OF CONSTRUCTION TYPE FASTENER
SOUND BATT EXISTING SILL STUD. WOOD 114"X
» yV Y FOUR WAYS
GYPSUM BOARD STEEL DECK PRE-: K01 P WIRES,CMI DC1 OR DC 2 1/4" �. SAFETY WIRE ATTACHED TO MAIN RUNNER, ( O
ANAL STUDS,SEE SCHEDULE FOR _ _ METAL DECK SCREW EYES. _ 4 CEILING GRID FIXTURE HOUSING, �
GAUGE, SPACING,AND HEIGHT .030"ANODIZED ALUMINUM TO POST TENSION P'RE43ROP WIRES, EMBEDS, 1/4"X 3/4'METAL WRAPPED AROUND FIXTURE H
CONCRETE HIT ANCHORS HANGING WIRE MIN. FOUR
0.1450 POWER ACTIVATED DRIVE PIN W/I MATCH WINDOW FRAME,FULL HT. � -- � " TIMES. SECURE AT DIAGONAL
1/4 INCH EMBEDMENT AT TO WINDOW, POURED IN PLACE PRE-DROP WIRES, EMBFIn, 1/4 i( 3/4 ME IAL CORNERS NOT CONTAINING CR
CONCRETE HIT ANCHORS OSS RUNNER = N
4 FEET O.C.MAX;NTd DECK.REFER TO _ -� � PARTITIONS MAIN RUNNER LIGHT CUPS. TYPi..AL BRACING CONNECTION
?
STRUCTURAL FOR SPECIFIC INFORM. NEOPRENE GASKET WITH NOTE: POWDER DRIVEN SHOT IN ANCHORS ALLOWED AS ACCEPTABLE ATTACHMENT DEVICES \
`--ACOUSTIC SEALANT AT SLAB -- SHALL HAVE ICC-ES APPROVAL FOR SEISMIC APPLICATIGA AND SHALL REQUIRE "SPECIAL \ �- U1tERRI WALL BRACING: IN LIEU OF NOTE:
ACOUSTICAL SEALANT EA.SIDE. INSPECTION". EXFANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA ``- BRACING ABOVE CTILING PROVIDE UIREMENTS ARE FOK LIG
�Q HT FIXTURES WEIGHING 56L8 OR LES,.. LIGHT FIXTURES � r.
"ACI 93";SCREW ANCHORS MUST COMPLY WITH ACCEPTANCE CRITERIA AC1 1)6.EXPIRES APRIL ADJACENT WALL FRAMING FOR LATERAL WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. + �
30, 2008,AFTER THAT DATE COMPLY WITH ICCAS AC193;AND ADHESIVE ANCHORS MUST SUPPORT OF WALL.
WALL TY P E B COMPLY WITH AC58,EXPIRES APRIL 30,2008,AFTER THAT DATE ICC-ES AC308.THIS TABLE IS RECESS MOUNTED
�
STC 45-49 PROVIDED TO GIVE GUIDANa'OR ALTERNATIVES;FOR OTHER STATES VERIFY WITH AH).
PARTITION WALL TO GRID WALL AT WINDOW MULLION SCHEDI� LES 4 WALL LATERAL BRACING s LIGHT FIXTURE'
T 3 1 1/2'-1'-0" *C WALL-TY"02.06 3'-1'-0' aiow,no=
N.T.S. nawµUaaanc osra T-3 N.T.S. rrw�u►�ma T.3 N.T.S. rcac.�iwoR►aa
FACE OF WALL (PROVIDE CONT
—" — FACE OF WALL(PROVIDE CONT. _l, 2'-0" BACKING TOP& BOTTOM)
1 T MAX TO CON'TROLL BACKING a TOP& BOTTOM) BACKSPLASH RETURNS PER
--BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH-3/4'MDF W/
ELEVATIONS , A-DA FAUCET —______ —_ _
_-_ P-LAM®FACE &All EXPOSED
V-6* EDGES
'-BACKSPLASH- 3/4'MDF W/
Vr P-LAM O FACE &ALL EXPOSED- CABINET BODY-3/4'MDF W/
EDGES P-LAM m COUNTERTOP, END
r -- --- PANELS, FACE, EDGES
-CABINET BODY-3/4'MDF W/ DRAWER SLIDES PER MELAMINE®ALL OTHER NON
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1; REMOVEABLE MI,:LAMINE BASE PER FIN SCHEDULED MELAMINE ALL SIDES PROVIDE 44 / �\ n �� �
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Lm ACCESSIBILM. IS REQUIRED - LU LU z
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MAkK DATE DEsaIPTION
DATE: 7.848
JOB: 066630.14
FILE: CD
DRAWN: MA
CHECKED: )SIf --
COPYRIGHT ANKROM MOISAN
ASSOCIATED ARCHITECTS 2009
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