7300 SW HUNZIKER ROAD STE 101 1. T„,
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GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAINING INDEX OF fi
l s �-•� � � ` ,....... 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION,
i CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE OREGON STRUCTURAL SPECIALTY CODE, 2007 EDITION T-0 COVER SHEET&EGRESS PLAN
CONSTRUCTION.
T-1 DEMOLITION,FLOOR 6 FINISH PLANS g
CONSTRUCTION TYPE: 11143 g 8 $
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2. ALDIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED.
t � NON-SPRINKLERED
T-2 DEMOLITION RCP, RCP, DETAILS 6 ELEVATION ?
BUILDING HEIGHT: 2 STORIES lr T[�,'��
3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAII-Y < LA bWK C4 Lm
BASIS.
BUILDING OCCUPANCY: '7 Z
,•--..�' i.. .. "� � ..,, ,. { GondLtian*Appw►.d......"..".,.,
... fM hl►Irr Mc Fdbrv. ...� 0.
4. UPON COMPLETION OF THE WORK, 1-HE CONTRACTOR SHALL.THOROUGHLY CLEAN THE PREMISES ...«...........,j a
AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: 630 U.S.F. v+
-, TENANT. Q A
It i OCCUPANT LOAD FOR TENANT IMPROVEMENT: 42
•,, t 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED ® qqtt
UNDER THIS CONTRACT FOR A PERIOD OF ONE (1)YEAR, UPON COMPLETION OF CONTRACT. v .
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6. ALL SUBSTffUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO F-• Z
�` ��''-� " "'~'"-•_- _ --. .t' j IMPLEMENTATION.
DEFERRED SUBMITTALS z
7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BYTHE ARCHITECT E N E RA L NOTES CODE INFORMATION ROOM
mall "Im
1 PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR All CASEWORK 1. ammo
ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL ELECTRICAL I�Abe .n.. ui
SPECIALTY CODE 2007 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT Mwlmili
' 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS 1'0 BE SUPPLIED 9Y APPLY. FIRE ALARM
THE CONTRACTOR.
" 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE &FIRE ALARM SYSTEM PER 'oma
9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED FMO. "" 1
- ` AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE """
GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL 3. ALL EMERGENCY LIGHTING.;, SPRINKI ERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES �t ..�.. z V � Z
SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONIrORMANCE TO MANUFACTURER'S AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY `~
{ - REQUIREMENTS. CODES. < <
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10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE -
DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE L(XATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE BUILDING ADDRESS: 7200 SW HUNZIKER RD.
PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. SUITE 101
S*sw4b"01t CONSTRUCTION. TIGARD, OR 97223 O-T-C
,
• 1 S. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED" �
Y. _ -fir 11 11 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED(TILING TILES WITH AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. OWNERMNDLORD: I*
ROBINSON CONSTRUCTION 1� 4►MATCHING BUILDING STANDARD TILES. 21360 NW ALDERWOOD DR. On IF
6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING HILISBOROOR 97124 Rw/Q�yR
12. PARTITIONS, DO ,ORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. CODE,AND THE INTERNATIONAL FIRE CODE. CONTACT:ERICA LLA �
V'ICI N I 1 1'�/ MAP REUSABLE MATERIALS TO BE RETURNED'i0 BUILDING STOCK PHONE: (503)209-8 Rears
�/ 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE'ATH THE OREGON STRUCTURAL FAX: (503) 64S-5357
Scwm.No 13. REMOVE ALL POWER SIGNAL, SWITCHING AND OTHER CONTROL ITEMS FROM WALLS TO BE SPECIALTY CODE 2007 EDITION,SECTIONS 1006 AND 1011
DEMOLISHED. ARCHITECT: ANKROM MOISAN ASSOCIATED
8. PENETRATING ITEMS PASSING ENTIRFLY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING ARCHITECTS
--- -----LOCATION OF NEW ADA 14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS. WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED 6720 SW MACADAM,SURE 100
OPENINUS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 19
POWER ASSIST ACTUATOR 15. ALL NEW WALL OUTLET'S TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. OF THE OREGON STRUCTURAL SPECIALTY CODE 2007 EDITION. PORTLAND,OR 972CONTACT:MO IKA972 ARAU)O
AREA OF / 16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF PHONE:(503)24S-7100
i WORK WAR/ ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE FAX: (503) 245.7710
1
Km Lv DESIGN AND INSTALLATION.
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17, RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. OFFICE COPY �
_ 18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE.
REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO
ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. uj
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FIRE & LIFE SAFETY PLAN NOTES W 0
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hen MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL HE ILLUMINATED AT ALL :3 W
ELEVATOR TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. V
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ROOM FIRE & LIFE SAFETY PLAN LEGEND- V) V) �MAIL - - � L1,I
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ROOM SUMMARY TARGET No
EQMT ZU uROOM PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS W
ILLUMINATION SHALL NOT BE LESS THAN I FOOT•CANDI.E 12 0
f 01 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR _ D o
�L THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY 0
PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN ..J
TFIE EVENT OF A POWER FAILURE,THE EMERGENCY V) L i.
POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION
OF NOT LESS THEAN 90 MINUTES ANS SHALL CONSIST OF J Q
KEY MAP - FIRST FLOOR
STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON SITE ® V CC
WOMEN'S GENERATOR. THE INSTALLATION OF THE EMERGENCY
NN RESTROOM POWER SYSTEM SHALL BE IN ACCORDANCE WRH 2007
O.S.S.C.SECTION 2702, PER 2007 O.S.S.C.SECTION 10%
EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW MARK DATE DESCMIPT10N
® UNIT'S WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED.
fc FIRE EXTINGUISHER CABINET
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NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING
ADA UPGRADES EXISTING WALL TO REMAIN _
TOTAL COST OF TENANT IMPROVEMENTMEN'S: S 19,000.(10 RESTROOM -'-
ADA UPGRADES REQUIRED(2596): ;4,750.00 EXITING SUMMARY - }
ADA UPGRADES
1.COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3)
THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY
{ ADA COMPLIANT POWER ASSIST DOOR ACTUATOR: $4,750.00 GROUPS OTHER THAN H-1, 13-2 AND H•3,SHALL NOT BE MORE THEN 75 FEET. DATE: _4_16.06
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TOTAL COST Of ADA UPGRADES PROVIDED: $4,750.00 COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 30 FEET JOB' ` 066630.13
2. TRAVEL DISTANCE LIMITATION!i, (SECTION 1016.1) FILE: CD
j' EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM DRAWN: MA
LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE -
_-___ POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL CHECKED: )S
?� AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED --`-��
200 FEET. iSEE TABLE 1016.1)
ti . UP COPYRIGHT ANKROM MOISAN
o COMPLIANCE:MAX(MUM TRAVEL DISTANCE- 97 FEET ASSOCIATED ARCHITECTS 2008
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ELECTRICAL 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1015.1)
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL.BE
t u PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50,
PROJECT
0 (SF.F."FABLE 1015.1) COVER SHEET � p
COMPLIANCE: EXIT DOORS REQUIRED- 1
COMPLIANCE:EXIT DOORS PROVIDED- 1
AND EGRESS �
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TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1) PLAN '
O THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS ! Q 3
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DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE ;
MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED.
0
EGRESS PLAN
'� O� COMPLIANCE: MAXIMUM SEPARATION REQUIRED- WA
u T-1 1/8"-1'-0" COMPLIANCE:MAXIMUM SEPARATION PROVIDED- WA
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PERM11 SET: 4-16-08
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FLOOR PLAN GENERAL NOTES
1. ALL PART11IONS TO BE INSULATED Tti PE 'B" UNLESS NOTED OTHERWISE-REFER TO �O
SHEET T-2 FOR WALL DETAILS.
2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS
NOTED OTHERWISE.
3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS Z V
CONFERENCE
AT COMPLETION OF CONSTRUCTION. Z g ROOM CORFU � b
4. ALL NEW WALLS TO HAVE BUILDING STANDARD WALL FINISH AND/OR MATCH TO z N
101
101 EXISTING,
T-2
10'-11/4" 6'-0" 16'-41,4" 9.t�• 64 314, lol �-� FLOOR PLAN KEY NOTES �
-= =--=s===== 41 AFF - •,�� � �
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O_ O _ , _ _ t 0EMOLISH OPENING FOR NEIN 6'-0'WIDE UPPER AND LOWER CABINETRY. & O
2 DEMOLISH OPENING FOR NEW 5'-0•X 7'-0' BIFOLD DOOR. Z
OINSTALL NEW COA•r RACK BAR. CONTINUE BORDER CARPET,C-2, INTO CLOSET. 0
lie
.FLOOR PLAN SYMBOLS
z I Az
EXISTING WALL TO REMAIN puC
- _ WALL OR ITEM TO BE REMOVED
NEW INSULATED PARTITION WALL
k B TO CEILING GRID 4
T-2 �
DEMOLITION PLAN r2 FLOOR PLAN 3 FINISH PLAN
T•1 1/B"-1'-0• T-1001 1/A'-1'-0" � GLASS RELITE
T-1 t/e"-t'�"
OFFICE ROOM NAME -
100 ROOM NUMBER
OKEY NOTE
T-
INTERIOR ELEVATION REFERENCE
FINISH LEGEND HARDWARE GROUPS—
C-1 GENERAL CARPET P-1 GENERAL PAINT-EGGSHELL FINISH 2 'f,
R.: MILLER DETAIL OR SECTION REFERENCE
MFR: PATCRAFT MF
GROUP 1 -INTERIOR PASSAGE T- Uj
STYLE: 10119-DAZZLE PRODUCT: 3882 PREMIUM EGGSHELL 1 112 PAIR BUTTS-41/2"
COLOR: 39205-GLITTERING COLOR: SIENNA SAND LEVER LOCKSET-"PASSAGE' TYPE 30d NEW DOOR TAG
C-2 BORDER CARI"ET MIX: 8223M
FLOOR STOP P1 SPECIAL WALL FINISH
MFR: PATCRAFT P-2 ACCENT PAINT GROUP 2-INTERIOR LOCKING-OFFICEL:
STYLE: 10093'•COLOR STILL MATTERS MFR: BENJAMIN MOORE COLOR PREVIEW 1 1/2 PAIR BUTTS-41/2" DUPLEX RECEPTACLE r
COLOR 007(A)-TAUPE COLOR: HC-40 GREENFIELD PUMPKIN LEVER LOCKSET-"ENTRANCE"TYPE
FINISH: EGGSHELL � �
WAIL VOICEIDATA OUTLET
TYPE DOOR p FLOOR STOP !I r
B-1 RUBBER BASE-4'COVE /Z_ _�{�`�DOORDOORv 1
MFR: dURKE FLOORING UNI-COLOR PL-1 PLASTIC LAMINATE-CABINET FACE GROUP 3-INTERIOR LOCKING-STOREROOM W
COLOR:597-MOCHA MFR: PIONITE 1 1/2 PAIR BUTTS-41/2"
TYPE: RUBBERMYTE-TYPE TP STYLE: SG 228 LEVER LOCKSET-"STOREROOM"TYPE
COLOR: SLATE Uj
FINISH:SUEDE HARDWARE NOTES FLOOR STOP ABBREytAT �uSnNG z V 41'
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GROUP 4-RATED WALL-PAIR N -NEW Z
1 1/2 PAIR BUTTS
PL-2 PLASTIC LAMINATE-COUNTERTOP&BACKSPLASH 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: -4 1/2"-EACH DOOR R -REMOVED �-• W
RL -RELOCATED � /) V) W
MFR: LAMIN,ART VELVA-TEX "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS LEVER LOCKSET-" xxx•71PPE V J
STYLE: 3049-VT OCCUPIED" CLOSER +44" -MOUNTING HEIGHT � ,
COLOR: WEATHERED TEAK COORDINATOR �'TO� La.J LL.
2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE D -DEDICATED Z Z
OF F.KEY,SPECIAL KNOWLEDGE OR FORCE. METAL EDGE/ASTRAGAL M �4
FINISH PLAN NOTES � , ,
GASKETING Q O
3. ALL HARDWARE IS ADA COMPLIANT. FLOOR STOP Z L� ceV
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1. ALL INTERIOR WALLS TO MATCH EXISTING BUILDING STANDARD FINISH. 4. PROVIDE 18 GA. BACKING AT ALL WAIL STOP LOCATIONS, IF GROUP 5-RATED WALL-SINGLE 0
APPLICABLE. 1 1/2 PAIR BUTTS-41/2" ® � O O 2. UT111ZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAIPJTING SPECIFICATIONS.APPROVED MPI PRODUCTS TO BE LEVER LOCKSET-"xxx "TYPE 0
UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. CLOSER
GASKETING Q .
3. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH,PREMIUM SYSTEM INSTALLATION U.O.N. DOOR AND FRAME NOTES FLOOR STOP c�
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4. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL. GROUP 6-BIFOLD O1. ALL STAIN GRADE DOUBLE DOOR SETS TO BE BOOK MATCHED. HARDWARE BY MANUFACTURER
2. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE
MARK DATE DESCRIPTION
ri
� ROOM FINISH SCHEDULEDOOR SCHEDULE
WALLS CLG.
DOOR FRAME HDIIlI NOTES
No. NAME N S E W FLOOR BASE MAT. NOTES No. SIZE
_ TYPE MAT, FIN. MAT. FIN. PE
101 CONFERENCE ROOM P-1 P 1 P-1 P-1 C-1 B-1 ACT C-2 BORDER CARPET 12"WIDE AT PERIMETER OF ROOM 101 S'-0"x 7'0 B WD ST MTL CLR 6 BIFOLD DOORS
GATE: _
416.08
is )C3S. -----066630.13
FILE: CD
DRAWN: M.A
CHECKED: J5
COPYRIGHT ANKROM MOISAN
c ASSOCIATED ARCHITECTS 2008
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DEMOLITION, }4,,
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FINISH PLANS
DOOR SCHED.
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---�_ _ REELECTED CEILING SYMBOLS REELECTED CEILING NOTES
�� \\ / E X IST I N G EXISTING 2 x 4 LAY- FIXTURE -� •
N URE 1. All WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS
SUSPENDEDNnTED OTHERWISE.
NIGHT LIGHT/EMERGENCY CIRCUIT
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CEILING 2• REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES.
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- - 3. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, ,J'NLESS NOTED OTHERWISE.
NEW/RELOCATED 2 x 4 LAY-N FIXTURE
SYSTEM TO 4. SWITCH LIGHT FIXTURES AS REQUIRcD.
-- - -.- - - -- - - REMOVED FIXTURE
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04. REMAIN S. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING z
AT COMPLETION OF CONSTRUCTION.
- EXIT LIGHT AC WITH BATTERY BACK.-UP DIRECTIONAL ARROW Z � LLA
b
® UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. 0 a
won" CL
�T HVAC RETURN-SHOWN FOR REFERENCE ONLY
HVAC SUPPLY-SHOWN FOR REFERENCE ONLY REFLECTED CEILING KEYNOTES 0 u
q• SMOKE DETECTOR-SHOWN FOR REFERENCE ONLY 1 VERIFY VIDEO PROJECTOR SW.IFICATION FOR LOCATION AND REQUIRED :2
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DEMOLITION REFLECTED CEILING PLAN 1*1`2 REFLECTED CEILING PLAN
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METAL STUD TABLE-MAX WALL HEIGHT L1240
SECURE TO HANDLE APPLIED LOADS STUD Sin CAGE STUD DESKNATION SPACING MAX WALL HEIGHT NO. 12 GAGE SUPPORT WIRE TWO FIXTURE HANGING WIRE AT
SEE SCHEDULES FOR APPOVED O
CC)AA!"OSITE SECTION NON{OMPOSITE secncxr \ AT 45° EACH WAY 4
362 S 125-18 " �. OPPOSITE COItNERs SECURED TO
3 5J8" 16" 14-4 12.6 s° TWO(2)MAIN STRUCTURE 9
� - ATTACHMENT DEVICES.COORD. 24" 13'-5" 10'•10"
\ _ WITH AHJ ICOR SPECIFIC REQINENTS. 20 362 S 125-33 16" 16'-5" 15'-5"
`\\ UNDERSIDE OF STRUCTURE 24" 14'-9" COMPRESSION STRUT RUNNER LIGHT_ 13'-6" CUPS AT LIGHT TE r
OPPO6» 25 600S125-18 16" 19'-9" - CORNERS �
LATERAL WALL BRACING 4 FEET O.C., 16'-9 -
"
ALTERNATE DIRECTIONS TO STRUCTURE 20 600$ 125-33 16"24" 16-90 23'-11" °
WHEN REQ'D.
SOUND BATT 4 FEET __ COMPRESSION POST AT
EACH SIDE OF PARTITION VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA)TABLES �-� �2 FEET O.C, EACH WAY.
FOR NON-STRUCTURAL COMPOSITc AND NON-COMPOSITE SECTION IN INIT.RIOR
\SUSPENDED CEILING SYSTEM APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240.
NEOPRENE FOAM TAPE CONT. BETWEEN 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM ° \
BOARD ON BOTH SIDES W/46 SCREWS AT 1,2 INCHES O.C. MAX. l o
BLOCKS in
CASING BFAD 2. HEIGHT LIMITS Akr LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING W
OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES.
ASTEN RUNNER TO CLG SUPPORT ATI , --
FEET O.C.THRU NEOPRENE BLOCKS CEILING WIRE ATTACHEMENT
CROSS RUNNER, HANGER WIRE AT 450 T_ 0
SOUND BATTLu
CONSTRUCTION TYPE FASTENER _ FOUR WAYS O
WOOD " " SCREW EYES
� —` MAIN RUNNER, 1t�
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In W
STEEL DECK PRE-DROP WIRES, CMI DC1 OR DC 2 1/4" SAFETY WIRE ATTACHED TO MAIN RUNNER, Q1 W Z)
METAL STUDS,SEE SCHEDULE FOR METAL DECK SCREW EYES. ^_ MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS CEILING GRID FIXTURE HOUSING, V
GAUGE,SPACING, AND HEIGHT POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL EMTCONDUIT WRAPPED AROUND FIXTURE Z M Z
\,
CONCRETE HIT ANCHORS _ 1/2"EMT CONDUIT UP TO 5'-10" HANGING WIRE MIN. FOUR N W
0.1450 POWER ACTIVATED DRNE PIN W/1
TIMES.SECURE AT DIAGONAL h �
1/4 INCH EMBEDMENT AT TOURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL 3/4" EMT CONDUIT UP TO 7'8" CORNERS NOT CONTAINING CROSS RUNNER
CONCRETE HIT ANCHORS 1"EMT CONDUIT UP TO 9'-9" W
4 FEET O.C.MAX INTO DECK. REFER TO MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTION D W � U-
-_____-STRUCTURAL FOR SPEQFIC INFORM. NOTE: POWDER DRIVEN SHOT IN ANCHORS ALLOWED AS ACCEPTABLE ATTACHMENT DEVICES METAL STUD Y Z
ACOUSTIC SEALANT AT SUB SHALL HAVE ICC-ES APPROVAL FOR SEISMIC APPLICATION AND SHALL REQUIRE "SPEC_IAL r - fn
Q SINGLE i .�8 METAL STUD(20 GAUGE) UP TO 12 NOTE: �
INSPECTION". EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA BACK TO BACK 1 5/8"METAL STUD(20 GAUGE) UP TO 15' REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES
*ACI 93"•' SINGLE 2 1/2"SCREW ANCHORS MUST COMPLY WITH ACCEPTANCE CRITERIA AC106 EXPIRES APRIL METAL STUD(20 GAUGE) UP TO 13'•6" WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. V V
WALL TYPE B 30, 2008,AFTER THAT DATE COMPLY WITH ICC-ES AC193;AND ADHESIVE ANCHORS MUST -- " W �
BACK TO BACK 2 1/2 METAL STUD(25 GAUGE) UP TO 15 wCOMPLY WITH AC58, EXPIRES APRIL 30, 2008,AFTER THAT DATE ICC-ES AC308. THIS TABLE IS RECESS MOUNTED 0D� o
STC 4519 PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES,FOR OTHER STATES VERIFY WITH AH). 0
3 PARTITION WALL TO GRID 4 SCHEDULES LATERAL FORCE BRACINGLIGHT FIXTURE SUPPORT 6GRID0
_j
LL
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Q
FACE OF WALL (PROVIDE FACE OF WALL (PROVIDE V
CONT BACKING TOP K ____._ ?-1 CONT BACKING TOP 14
BOTTOM) _-------�----------- BOTTOM)
---- BACKSPLASH RETURNS
�4 PER ELEVATIONS — BACKSP 0 m1 - MDF MARK DATE DESCRIPTIO1►
LATERAL WALL BRACE W/PLAM FACE CE &
ABovE CEILING, ---CABINET BODY-3/4"MDF ALL EXPOSED EDGES
ALTERNATE W/P. LAM 0 FACE&EDGES `r
DIRECTIONS 10 - MELAMINE 0 ALL OTHER
STRUCTURE PER ASCE NONEXPOSED SURFACES
7-05 SECTION 13.5.8.1 . ° • -CABINET BODY-3/4"MDr W/ ---
• 10 1/2' : CONT LEDGER ATTACHED PLAM 0 COUNTERTOP, END
--
PNLS, FACE & EDGES MELAMINE
i • TO FACE OF WALL ° 1'-9 1/2' (2)EQUAL CABINETS -
• - - -- a ALL OTHER NONEXPOSED
• • SURFACES _
DOORS-3/4"MCF W/
-,�( ` • • ••.• • _. P. LAM®FACE, EDGES 4"W RAIL®TOP& -_
AND BACK
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u • --------1/4"MELAMINE BACK °
DOORS-3/4"MDF W/
N --,WP:AM 0 FACE, EDGES •
--AD)SHELVES-3/4" �q AND BACK Q
DATE: 4-16-08
/ — –
MELAMINE WlTAPED:FACE «, ^� : : ~ \\�N,.I I -'� ,.
)03: 06663013
> PROVIDE 4 MTL SUPPORT
ADJ SHELVES-3/4" MDF At FILE: CD
CLIPS PER SHELF A " W/MELAMINE. ALL SIDES �P-1 -- - - -
MOUNTING HOLES 4& 1 OC PROVIDE 4 MTL SUPPORT
IN END PANELS CLIPS PER SHELF& PL-2 COUNTER TOP DRAWN• M
•
MOUNTING HOLES®2"OC • --- - AND 4'H BACK SPLASH _CHECKED: JS`
4"W RAIL®TOP& -- BASE PER FIN SCHED IN END PANELS
BOTTOM OF CABINET • / 4 .
PARTITIONS _ _ _ ( u� ,
� I COPYRIGHT ANKROM MOISAF
LATERAL WALL BRACING: IN LIEU O `--MELAMINE BOTTOM SHELF 1/4"MELAMINE BACK Q PL-1 ASSOCIATED ARCHITECTS 2001
F \\
BRACING ABOVE CEILING PROVIDE (2)CONT 4"W BASE RAILS
DEMO RCP
ADJACENT WALL FRAMING FOR LATERAL � .---
SUPPORT OF WALL. W/STRETCHERS®24"OC
PULLS PER SPECS 3. L --FINISH FLOOR-SHIM CAB AND REF LECTE
Q� __fi AS NECESSARY TO LEVEL
�z 8 WALL LATERAL BRACING 9 PER CABINET Wrio-'-*\
CEILING PLAN;
UPPER / DOORSLOWER CABINET W/DOORS STORAGE ELEVATION r ETAILVELEVA
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