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FLOOR PLAN GENERAL I � x:.
�E E LECTE ® AEI LI NG NOTES � „� Nq. 1881
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1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS 1. ALL PARTITIONS TO BE INSULATED UNLESS NOTED OTHERWISE-REFER TO SHEET T-1
'*....
NOTED OTHERWISE. L�•
•- D, OREGON
FOR WALL DETAILS. � 4�� ='
AREA OF WORD 2. REPLACE CHIPPED, POORLY CUT AREA OF ���' `i r 00 CU OR DAMAGED CEILING TILES. 2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS '.�,� ��
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3. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED OTHERWISE.
NOTED OTHERWISE.
n , �- 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS
i - }I�{ 4. SWITCH LIGHT FIXTURES AS REQUIRED AND AS SHOWN ON REFLECTED CEILING - - H
dff- AT COMPLETION OF CONSTRUCTION.
PLAN.
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5. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAINING :.11::Nt
® 4. ALL NEW WALLS TO HAVE SMOOTH WALL FINISH-NO TEXTURE-PAINT TO MATCH Z N 8•
1 + AT COMPLETION OF CONSTRUCTION. ,; '
EXISTING.
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2 I -e N I W
-� O — FLOOR PLAN KEYNOTES_ _ 0
.
REFLECTED EILlN ICEYNO►TE` I 1
3 NEW 3'-0"WIDE DOOR, FRAME,AND RELITE TO MATCH BUILDING STANDARD-PROVIDE £ A
10-21/2" 1 ZO
ALIGN � O TENANT STANDARD ADA COMPLIANT HARDWARE. �.-
I RI J 17 LL,,.s�,� � RELOCATE LIGHT FIXTURE � N
I° p LA
K1I: PROVIDE NEW LIGHT SWITCH Z a. d-
O M
O
w ° III
I � Lu
° Ce D V cn
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REFLE TED CEILING SYMBOLS 1 ° N
$ SWITCH < N
F EXISTING 2 x 4 LAY-IN FIXTURE
FLOORPLANSYMBOLS
o
0 F LETE CE I LI NG PLA N L OR PLAN : , W
"e NEW/RELOCATED 2 x 4 LAY-IN FIXTURE _ r cy
1/$ 1 0 1/8"=1 -0 _ EXISTING WALL TO REMAIN . _ O
,o a
REMOVED FIXTURE
MN INSULATED PARTITION WALL AI INF
`
EXISTING HVAC(SHOWN FOR REFERENCE ONLY)
0 TO CEILING GRID
I I EXISTING HVAC(SHOWN FOR REFERENCE ONLY)
OFFICE ROOM NAME
+ EXISTING SPRINKLER HEAD (SHOWN FOR REFERENCE ONLY) 100 ROOM NUMBER
ABBREVIATIONS
E -EXISTING
N -NEW I RELOCATED 2 KEYNOTE
0 -DEDICATED
DUPLEX RECEPTACLE
AR WARE NOTES ::: WALL 4-PLEX
® WALL VOICE/DATA OUTLET
1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING:
"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS
OCCUPIED" ABBREVIATIONS 0
E -EXISTING
0
2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE N -NEW
OF A KEY, SPECIAL KNOWLEDGE OR FORCE. R -REMOVED LL.
RL -RELOCATED
• 3. ALL HARDWARE IS ADA COMPLIANT. --44" -MOUNTING HEIGHT 0
AFF.TO 4. z
4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF D -DEDICATED N
APPLICABLE.
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= 0 z
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0
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, D 4" 7YP. DOOR OFFSET AT 1, a
METAL STUD TABLE MAX WALL HEIGHT U240 �- E°°' CA L1.1
_.,,_ ,__ . .,_...........__. ....,_.._.. .._._.._..._...... ._.__,_.. _. ,...,. STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT TWO FIXTURE HANGING WIRE AT / " PERPENDICULAR WALL
if SECURE TO HANDLE APPLIED LOADS TE
COMPOST SECTION NON-COMPOSITE SECTION
OPPOSITE CORNERS SECURED TO
SEE SCHEDULES FOR APPOVED 3 5/8" 25 362 S 125-18 16" 14'-4" 12'-6" STRUCTURE, 9
ATTACHMENT DEVICES.COORD. 24" 13'-5" 10'-10° TWO (2)MAIN MARK DATE
--~�� WITH AH FOR SPECIFIC REQMENTS. 20 '�
WIT J Q 362 S 125-33 16 16 5 151-6" RUNNER LIGHT
I /
\\ `��_ UNDERSIDE OF STRUCTURE 24" 14'-9" 13'-6" LATERAL WALL BRACE ----
ABOVE CEILING, CLIPS AT OPPOSITE
Z �� LATERAL WALL BRACING 4 FEET O.C., 6" 25 600 S 125-18 16" 19'-9" _ ALTERNATE CORNERS
(:. Mill!, 24" 16'-9"
ALTERNATE DIRECTIONS TO STRUCTURE 20 600 S 125-33 16" 24'-6" 23'-11" DIRECTIONS TO
{? �r�i WHEN REQ'D. 24" 21'-7" 20'-10" STRUCTURE PER ASCE �
Z 7-05 SECTION 13.5.8.1 j COMPRESSION POST AT
ur�lruurururrulrurunruuuu r►�i�•I dVlrrlrrrnrruurmmr 12 FEET O.C. EACH WAY.
V ; ,._ SOUND BATT 4 FEET VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA)TABLES
52 EACH SIDE OF PARTITION FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR • 0 4.
•.) MI
o APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF 11240.
SUSPENDED CEILING SYSTEM
1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM c.• 10 Ns-
NEOPRENE NEOPRENE FOAM TAPE CONT. BETWEEN BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. )( `�►,� SWITCH
U BLOCKS ,,0''t GANG
2. g EIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING
u-
. CASING BEAD MI \--c.
R STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. f/ \
, 7 F
ASTEN RUNNER TO CLG SUPPORT AT 2 CEILING WIRE ATTACHEMENT A� „_ ,� DATE:
Ho
01.08.09
FEET O.C.THRU NEOPRENE BLOCKS ,,0 HANGER WIRE AT 45° c� �;” 1 \ q.
o F R WAY 1--
CONSTRUCTION TYPE FASTENER FOUR S � JQg; 082681
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FILE: 082681-PP
id � --'� SOUND GATT WOOD _1/4"X 3"SCREW EYES ( � 0
�� ET WIRE ATTACHED TO MAIN RUNNER, 1 V
Z A SAFETY `�� DRAWN: TL
GYPSUM BOARD STEEL DECK PRE-DROP WIRES,CMI DC1 OR DC 2 1I4 Ni ��; m >= �
CEILING GRID FIXTURE HOUSING
METAL DECK SCREW EYES. 4 O w
Z CHECKED: SO/SL
,L METAL STUDS,SEE SCHEDULE FOR WRAPPED AROUND FIXTURE Z _
F-- GAUGE,SPACING,AND HEIGHT POST TENSION PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL - . }-- I-
HANGING WIRE MIN. FOUR i ft
Z CONCRETE HIT ANCHORS TIMES. SECURE AT DIAGONAL O V ►n '
0.1450 POWER ACTIVATED DRIVE PIN W/1 POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4"X 3/4"METAL CORNERS NOT CONTAINING CROSS RUNNER t, 8 �' COPYRIGHT ANKROM MOISAN
1/4 INCH EMBEDMENT AT
3 CONCRETE HIT ANCHORS MAIN RUNNER LIGHT CLIPS. - V ASSOCIATED ARCHITECTS 2006
O, I PARTITIONS TYPICAL BRACING CONNECTION , no ,
V -.,..... 4 FEET O.C.MAX INTO DECK. REFER TO
u;1 STRUCTURAL FOR SPECIFIC INFORM. NOTE:THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER STATES =
M LATERAL WALL BRACING: IN LIEU OF NOTE:
do ACOUSTIC SEALANT AT SLAB VERIFY WITH AHJ. r.
BRACING ABOVE CEILING PROVIDE REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES FLOOR PLAN /
Q. ® ADJACENT WALL FRAMING FOR LATERAL WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE.
J
C FIN. FLOOR
o SUPPORT OF WALL. ', \ \ REFLECTED
UNDERCUT DOOR AS REQUIRED TO OUTLETS S
WALL CLEAR FLOOR FINISH
TYPE RECESS MOUNTEP
CEILING
PLAN /ci. _ STC 45-49
� WALL LATERAL BRACING 6 LIGHT FIXTURES ' PORT STD. MOUTING HEIGHT DETAILS TO PARTITION WALL
Z 1 1/2"=1'-0" IBC-WALL-TYP-B 02.08 T-1:. N.T.S. IBC-WALL-SCHEDULE-02.08 N.T.S. IBC-WALL-LATERAL 02.08 N.T.S- IBC-CLG-SUPPORT 02.08 3/4"=11-0" MTG-HEIGHT , •
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o PERMIT PLAN 3 . 17.09
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