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a! ;- GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX �� 7
' I T-0 COVER SHEET Z
! i CONTRACTOR TO VERITY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, INTERNATIONAL BUILUIN(,(_UDE 2003 EDITION V
1 ` CON LI Q
'` � y ��► 1 CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE AMENDED BY THE STATE OF OREGON 20W EDITION
T-1 FLOOR& REFLECTED CLG. PIAN 0-
� i I •-1'- r-`�, CONSTRUCTION. �c
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CONSTRUCTION TYPE: B V
2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. 1-2 DETAILS t!�
BUILDING HEIGHT: 1 STORY O O p
' +d 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE Of C;AREIAGE AND DEBRIS ON A DAILY
'{
BASIS. NUILDING OCCUPANCY! B
4
r DEFERRED SUBMITTALS 0 1A
?' ,4 1 '2 4. UPON COMPLETION Of THE WORK, 1 HE CONI KACI OR SHALL THOROUGHLY CLEAN THE PREMISES Z a, 'T
t ,t_.`r' r` ._«� (' AND WASH THE INSIDE Of ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: 1,065 U.S.F. � -
"""^ TENANT. ELECTRIC $ 10
OCCUPANT LOAD FOR TENANT IMPROVEMENT: 11
iM10111! ,l I '
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S. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MAIERIAIS PROVIDED w W
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Y' UNDER THIS CONI RACT FOR A PERIOD OF ONE (1)YEAR, UPON COMPLETION Of CONTRACT. HVAC t
!m lA[11M i 1 ;�C EXITING N G SUMMARY
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,/r � a � - •- Y`"' � -' q i" `7 r ..` 6. ALL SUBSTITUTIONS SHALL 8E SUBMITTED 10 AND APPROVED BY THE ARCHITECT PRIOR TO � W
IMPLEMENTATION. 1.COMMON PATH OF EGRESS TRAVEL (SECTION 1013.3, EXCEPTION 1.) F�-
�: THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY PROJECT TEAM Z _ C n
` >omt ltw�r 7, ANY SUBCONTRACTOR DESIGNED ITEMS TO BF SUBMITTED TO AND APPROVED BY THE ARCHITFCT GROUPS B, F,AND S, SHALL NOT BE MORE THEN 100 FEET, PROVIDED THAT t
BUILDING ADDRESS: 10110 SW NIMBUS AVE,SUITE 'i-2 U �
PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER � DC U 't
- SYSTEM iNS1ALLFD IN ACCORDANCE WITH SECTION 903.3.1.1 PORTLAND, OREGON 97123 < < ry
8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY
THE CONTRACTOR. COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 40 FEET
� vVNER/LANDLORD: KG INVESTMENTS In
9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED 2.TRAVEL DISTANCE LIMITATIONS, (SECTION 10 15.11 10240 SW NIMBUS AVE,SUITE L-3
I _ f - AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE THE EXITS SHALL BE 50 LOCATED ON EACH STORY SUCH THAT TF(E hIAXIMUM PORTLAND, OREGON 97223 0 O
SW Thom GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE CONTACT: KYLE IATTA � a
PHONE: (5031 598.9980
!
low I( IS x1 L SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S POINT WITHIN A STORY TO THE EN FRANCE TO AN EXIT ALONG THE NATURAL _-
' r REQUIREMENTS.
! t I ! Q AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NO EXCEED
' I 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL 300 FEET. (SEE TABLE 1015.1) %RCHITECT: ANKROM MOISAN ASSOCIATED
DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND COMPLIANC;E:,VMIMUM TRAVEL DISTANCE- 40 FEET ARCHITECTS
PERMITS. PROVIDE THE ARCHITECT WITH ALL. DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TOPORTLAN6720 SW MACADAM, SUITE 100
R 97219
CONSTRUCTION. 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1014,1) CONTACT:JILLSARIN
i TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPADE SHALL BE
O
11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILE- REPLACE DAMAGED CEILING TILES WITH PROVIDED THE OCCUPANT LUAU OF THE SPACE EXCEEDS 50, PHONE: (503; 245 7100
MATCHING BUILDING STANDARD TILES. (SEE TABLE 1014.1) FAX: (503) 245-7710
1� �151o!tlll)NAMe I j f 12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. r;UMPLIANCE: EXIT DO'.)P.5 REQUIRED- 1 QUANTITY ENANT: HEIDI CHAPMAN
IO owTaspllll ! ' REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. COMPLIANCE:EXIT DOORS PROVIDED- 1 QUANTITY
- GENERA[._ NOTES - CODE INFORMATION �
► } I- P 13. REMOVE ALL POWER SIGNAL, SNITCHING AND OTHER CONTROL ITEMS FROM WALLS TO BE 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SEC ItON 1014.2.1, EXCEPTION 2)
�y L11M. i ' DEMOLISHED• WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC 1. ALL CONSTRUCT ION WORK SHALL BE DONE IN COMPLIANCE WITH THE INIERNATIONAL RU1LDING
I I _
91114�1►��,, �- ,.-1 i
_°; SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, CODE 2007 EDITION AS AMENDED BY THE STATE OF OREGON 2003 EDITION AND All OTHER STATE
Q __ - -- ena n t 9oe wo ttaoew►�flf �t "a_ _ 14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS. THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS AND LOCAL CODE REQUIREMENTS THAT APPLY.
15. All NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. DOORWAYS SHALL NOT BE LESS TI'EN ONE-THIRD OF THE LENGTH OF THE Z
MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. 2" MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER
�` 16. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF
FMO. LU
tj`*N\V LC� MAP ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE COMPLIANCE: MAXIMUM SEPARATION REQUIRED- N/A
COMPLIANCE: MAXIMUM SEPARATION PROVIDED- N/A 3. ALL EMERGEP'C`! l tGHTlNG, SPRINKLERS, FIRE DETECTORS, FIRE ALARM CUhIMUNICATION DEVICES
WAtr Nn DESIGN AND INSTALLATION. AND ALL OTHER REQUIREMENTS TO CONFORM 1-0 OREGON STATE BUILDING AND LIFE SAFETY
CODES. I r ^
` 17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. ( v ,
4. FIRE EXTIN,l'ISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MAR51+A1_. FIRE V)
18. MATCH EXISTING COND;TIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. EXTINGUISH'RS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN% 'EW EVERY 3,000 SQUARE
REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOVINS TO FEET OF FLOUR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. M
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ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. Z L.LJ
5. PROVIDE A SIGN READING "THIS DOOP SHALI. REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" N
AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS.
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✓r 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING Z
CODE, AND THE INTERNATIONAL FIRE CODE.
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7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING � F" V
CODE, SECTIONS 1006 AND 1011
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8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANESOf BFARING ; U O I
1 !�� WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED •� �'
OPfNIWGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOP'S PER SECTION 716 � Cc Z
� . !f•_..- � OF THE INTERNATIIONAL BUILDING CODE. � }
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EXISTING HVAC SUPPLY REGISTER, SHOWN FOR LO_.,,ZION
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(� EXISTING HVAC RETURN REGISTER, SHOWN FOR LOCATION
FLOOR PLAN GENERAL NOTES ONLY.
1. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN IN FRONT PORTION OF SUITE. NEW LL
SUSPENDED CEILING SYSTEM TO BE CONSTRUCTED AS SHOWN ON PLAN. NEW W
SUSPENDED CEILKING SYSTEM TO CONFORM TO IBC STANDARDS,SEE DETAILS ON SHEET
1. ALL WALLS TO BE TYK "B". T-2.. MATCH EXISTING CEILING HEIGHT.
2. FINISH ALL WALLS TO MATCH BUILDING STANDARD. 2. NEW/RELOCATED LIGHTS TO MATCH BUILDING STANDARD. z
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FLOOR PLAN KEYNOTES
DEMO OPENING rOR 5'-0" FRAMED OPENING.
V 3' X 7' BUILDING STANDARD DOOR WITH GLASS LITE. TENANT TO SPECIFY SIZE OF GLASS. z N
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1. PAINT ALL WALLS NEW & EXISTING WITH BUILDING STANDARD PAINT.
2. NEW CARPET THROUGHOUT. MONTEREY'S BEST,GLUE DOWN INSTALLATION.
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3. 4" CONTINUOUS RUBBER BASE THROUGHOUT,FLEXCO. BUILDING STANDARD.
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4. EXTERIOR WINDOW BLINDS AS-IS. REPAIR/REPLACE DAMAGED OR MISSING BLINDS.
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HARDWARE NOTES
{ MARK DATE
1. Mf,IN EXIT Ill TO HAVE SIGNAGE ABOVE --- -THE DOOR STATING: "THIS DOOR TO REMAIN
UNLOCKED WHEN Bill T?ING IS OCCUPIED'
2. EXIT DOORS ARE OPERABLE f ROM THE --
INSIDE WITHOUT THE USE OF A KEY, — —
SPFCIAI KNCIWLEDGE OR FORCE,
3. ALL HARDWARE IS ADA COMPI-IAN T.
4. PROVIDE 18 GA. BACKING AT ALL WALL_STOP
LOCATIONS, Ir AM.ICAl1lE.
--
DATt: 10-16-06 _
JOB: 657728
FILE: CD
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COPYRIGHT ANKROM MOISAN
ASSOCIATED ARCHiTFCTS 2006
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EACH SIDE U► PARTITION '
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STABILI7ATIUN BAR
"- ( 3 � 7 \ 8"MAX. �OSURE ANGLE, -' - �
CEILING,ALTERNATE _ \T S" 13 2 r 12
DIRECTIONS TO � \� ! --� ° ° _ FASTEN IN CLOSURE ANGLE �2
C(?MPRESSIOI�i STRUT, 5Q ' J
- - ---�_ 70 STUDS �.PERIMET R HANGER /
STkU(:TURE 2{ 102 �, I 4'-0" 4'-0' � �0 WIRE,U3
6_MAX. LATERAL BRACE AT 12'O.C.MAX
GRID SYSTEMS REQUIREMENTS: -
\ ft ., MAIN�- -MAIN RUNNER,
' GRID SYSTEM RATING: HEAVY DUTY. \\\ / L" 4
REQUIREMENTS:CEILING MUST BE DESIGNED PER SFATE OF OREGON 2004 / 8"MAX.
DESIGN REQU •Ok (NO ATTACHMENT) � �
b STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,A F,ASCE 7-02,CISCA / IBC REQUIREMENTS: �I
_ KEC'OMMENDATION FOR SEISMIC ZONES 3h4, �\\
INSTALLATION: ��� Y -GRID SYSTEM RATING : DUTY • �1` FASTENER ---
�P, ®�\ a TO STUDS ^ . a `�PERIM ER HANGER
0 �� -CLOSURE ANGLE: 2 INCHES
�'J MAIN RUNNERS:4 FEET O.C., SUPPORTED WITH NO.8 GA. WIRES AT 4 FEET O.C. (OR NO. �0 O �� WIREO
10 G.A.WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BF. DESIGNED TO 5UPPORT �\\� I NGI.E ON TWO ADJACENT
NOT LESS THAN 200 POUNDS. -ATTACH GRID TO CLOSURE A 1 /' '\ _ z
CROSS RUNNER WALLS WITH POP RIVETS MAIN RUNNL•R,( 1 )
A. 1 2" \ .J 'LTJ
b 2� CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING 2 MAIN RUNNER, 1 `
, O -PROVIDE I INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN \�
DESIGN LOAD WITH DEFLECTION EQUAL.TO 1/3u0 OF ITS SPAN OR LESS. RUNNER AT PERIMETER AT UNATTACHED WALLS ti•/
033 HANGER WIRE SYSTEM TO BEGIN WITFIIN 8 INCHES OF PERIMETER WALL. -STABILIZER BARS: PREVENT SPREAD OF MAIN RUNNERS AND , .a a 1
��- PARTITIONS LJ GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 CROSS RUNNERS AT UNATTACHED CONDITIONS
INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR(4)-NO. 12 GA. WIRES SECURED TO -LATERAL BRACING u M
r LATERAL WALL BRACING: IN LIEU OF MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE L�
BRACING.ABOVE CEILING PROVIDE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.)BRACE AT 12 FEET O.C. EACH -PERIMETER SUPPORT HANDER WIRE Z D C"4
ADJACENT WALL FRAMING FOR L'\TERAL WAY. "�' Z Lam'
LLJ
SUPPORT OF WALL. Z
Cj COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE RAI . TYPICAL 2 '` WALL ANGLE TYPICAL F I WALL ANGLE m > z
ADFQUAE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, GRID LATE Q o
LATERAL BRACING SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH FORCE BRACING (ATTAC H E D) U N ATTAC H E D) ,
WALL SUSPENSION SYSTEM. 9 _ 0
�.
N.T.S. lecwAu-LAIEIuI 6 SYSTEM HANGERS►10RE THAN 1:G OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. T-2 N.T.S. IecrLGurEllu T_2 3"-1'-0" roc-acctNlaK T_z 3"-1'-0" Ietr�.ccENERK � m W
POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE UN-ATTACHED AT WALL TO 4 9 1:1 Ory 0 L
(2 WHERE HANGER WITS ARE NOT PO .�
OR EQUIVALENT DEVICE. TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE STRUCTURE OR SEISMIC � m '
TWO FIXTURE: HANGING WIRE AT - - DINT R .� Z
MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. Q -
_ METAL STUD TABLE -MAX WALL.HEIGHT OPPOSITE CORNERS SECURED TO -' -TYPICAL GRID 0J
— MAX WALL HEIGHT lU/ EACH HANGER WIRE ANCHOR TO STRUCTURE TO HAVE 100 POUNDS MINIMUM 11N0(21 MAIN RUNNER STRUCTURE, 0
STUD GAGE _ STUD _�— _—____ --
NG
Nn DISIGNAnON �� COMPOSIT[ NONCOMPOSITE WITHDRAWAL STRENGTH. LIGHT CLIPS AT N
SFO" SLCIK)N OPPOSITE CORNERS _ - --
3 )' 25 1 ,162 5125-18 16• 15'4" 151-10 C?) LIGHT FIXTURE SUPPORT. DETAIL 12 \\\ - Ir-
24"
24" 13'-9" 12'-4" -- - O O ` .
20 362 S 125 33 16• 20'-8" 19'-6" A. WITH SUSPENSION SYSTEMS, NO. 12 GA, HANGERS TO BE ATTACHED TO GRID MEMBERS - -
WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE O V , m a' � 0
24' 16'-6" 17'-1' /- COMPRESSION POST AT ~
_-.-__ COMMON WIRES. 12 FEET O.C. EACH WAY. y
6• 25 6W S 125-18 16" 19'-9"^ T B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA. SLACK WIRES - r S
C 0
24" 16'-9" - FROM FIXTURE HOUSING TO STRUCTURE ABOVE. 7C I,- W MARK DATE
tA
20 600 S 125-33 i(�` 30'-10' 30'-11 C. LIGHT FIXTURES IN EXCESS OF 56 LBS, TO BE SUPPORTED DIRECTLY FROM STRUCTURE �� \ - - - - - 2M - o cc - "-
1u
24"- 27'-2" --cb'_3"�-� ABOVE BY APPROVED HANGER. \ �= L, O
D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE \ _
TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. ? -` -
VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' - \ \ G z
---_ - —
A.S50C.IATION (SSMA)TABLES FOR NON-STRUCTURAL (L�) INTERIOR PARTITION WALLS EXTENDING TO GRID,THAT 170 NOT Al_IC�N WITH 4-WAY \\
COMPOSITE SECTION IN LES FOR ON-S RUCTUTIONS(5 L WITH BRACING OFF GRID,MUST HAVE THEIR OWN LATERAL WALL BRACING; PER DETAIL 5 . -
- - - --
DEFLECTION LIMIT OF W120. I 1 PROVIDE SEISMIC JOINTS WHERE CEILING REA EXCEEDS 2 S00 SQ. FT.OR PROVIDE Fl1LL HANGER WIRE AT a5" \\ + ---
e�> + HEIGHT PARTITION. DETAIL A OR DETAIL 13 FOUR.WAYS -
� � 9 4
1, VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM. 1/2 Q 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, SAFETY WIRE ATTACHED TO -- �\ �_ (-MAIN RUNNER, � --
INCH THI". GYPSUM BOARD ON B01H SIDES W/*6 (2)SIDES TO BE ATTACHED TO ADJACENT WALLS,(2)OPPOSITE ADJACENT SIDES TO BE CEILING GRID F=IXTURE HOUSING,
d t SCREWS AT 12 INCHES O.C.MAX. UNATTACHED PER DETAIL 14. WRAPPED AROUND FIXTURE OR
� HANGING WIRE MIN. FOUR
tl �` 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD (03 WHERE SPRINKLER/1EAD5 AND OTHER PENETRATIONS OCCUR, PROVIDE 7. INCH TIMES. SECURE AT DIAGONAL _DATE: 10-16-06
IS ON ONE SIDE. PROVIDE BI OCKING OR OVER517ED ESCUTCI'IEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL CORNERS NOT CONTAINING CR055 RUNNER I�
' SIRAPP�NC;ON OPPOSITE SIDE AND USE -- - - - - -- - - - - 057726
HORIZONTAI DIRECTIOHS,OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS MAIN RUNNER LIGHT CLIPS. TYPICAL, BRACING CONNECTION
I� JOB.
NON-COMPOSITE SECTION VALUES. WITH FLEXIBLE HEAD CONNECTION. - ---
-PARTITION TYPE
TO
R NOTE: c --- ATTACHED OF GRID DOES
E DRAWN:IS
D
REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES
8 NOT EFFECT
WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE.
2,500 SF CHECKED:
RECESS MOUNTED
TYPICAL SUSPENDED MAX AREA -_------—- --- ----
� 15 CEILING SYSTEM PLAN COPYRIGHT ANKROM MOISAN
MTL. STUD SCHEDULEri'2 SUSPENDED CEILING NOTESri'3 LIGHT FIXTURE SUPPORT ASSOCIATFUARCHITECTS ?.006
x M.T.S. *I-WAIL-S0IIVULI T_2 N.T.S. mctaGw)m 3'.2 N.T.S. Mc-CLasuM"i T-2 N.T.S. I9CctG IHAGRAM
• DETAIL
4'. r N
x
T-2
PERMIT SET. 10-16
06
0
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