10240 SW NIMBUS AVENUE BLDG L STE 13 ... - ..
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GENERAL NOTES - CONTRACTOR INFORMATIONBUILDING/CODE INFORMATION _DRAWING INDEX Z h U
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1. CONTRACTOR TO VERIFY ALL DIMENSIONS :rJQ COPI["NTIONS PRIOR TO C0N5TRUCTit1N, INTERNATIONAL BUILDING COIR 2003 EDITION T-0 COVER SWEET � � Z
CONfl.ICTS SHOULD OF DROUGHI TO THE ATTENTION OF EHE ARCHITECT Bkl%M AMENDED BY THE STATE O4 ORECON 1(004 EDITION tee.. < �
e� CONSTRUCTION, !-i F Lt30R 6 tiEiFlfCTEeD CLC► PLAN aw
CC)NS7WUC_F',ON [YPE: 'VB
2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS 0THER'WN# NOTED- T-2 UiETA1L5 � � S'
` HUILDINC; r 1EIGHT: I STORY �
3. THE CONI RACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY � Cl C)
spit ti 'I BUILDIN6 OCCUPANCY: 1+
4
BA' ,.
UJ !�
o.! 4. UPON COMPLETION Of THE WORK, 11if CONTRACT(M SHALL TI-OKOUGHLY CLEAN'1HE PREMISES I,, 0
AND WASH THE 1,499E OF ALL WINDOWS SO THAT TF4F SPACE IS REALLY FOR,OCCUPANCY C()R TENANT IMPR(YVEMEcNT SOIJARE FC K)TAGE: 1,202 U.S.f, 1 Z CL N
i TENANT.
allt� � OCCUPANT LOAD FOR TENANT IMPROVEMENT: 13 M
5. TME CONTRACTOR SHALL Y,,ARRA"$TEE ALL PARTS, LA9OR,EQUIPMENT AND MA'tFRlrA5 PR DED 0
UNDER THIS CONTRACT fOR A PERIOD Of ONE(1)YEAR, UPON COMPLE'i1ON OF CONTRACT. � �
6L
5. ,4LL SUBSTITUTIONS 5`iAII,BE SUBMITTED TO AND APPROVED BY TI.1E ARCHITECT 1'Rfwti)R TCi
IMPLEMENTATION.
- 7. ANY SUBCONT RACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROV'FD BY 1 HE.ARCHiTE0
r-
r PRIOR TO CONSTRUCTION. PR�'VIDF SHOP DRAWINGS FOR ALL( SfWORK V
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8. ANY ADDITIONAL "DRAWINGS AND SPECIFICAIIONS REQUIRED FOR PERM11.5 TO 3E SUPPLIED BY d ry
~ THE CONTRACTOR.
At agO.Zo
9. .Ell WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE Sl1P'PiIE[a �.r � w
''�� } t� � AND INSTALLED BY THE GENERA I.CONTRACTOR EXCEPT U?VI.E.SS Mt3TI:D OTHERWISE.. THE LIFE ���-�T r SUMMARY DEFERRED S�J�I-1��A LS � 6
..
CENT 7QAl CONTRACTOR SF9Ai.l CLOSELY CJC)RDINA'CE ALL WORK TO ASSURE TI LAT ALL N
SCHEDULES ARE MET AND THAT ALL WORK IS DONE IF!CONFORMANCE. 70�9ANUfPC,TURER'S 1.CC)MfviCON PATH OF EGRESS TRAVEL(SECTION 101:1.3, EXCEPTK)N 1.)
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REQUIREMENT . THE IfNGTH OF A COMMON PATH OF EGRESS TR^VEL IN OCCUPANCY ELECTRIC _
'j- GROUPS H, F,AND S. SHALL NOT FIE MOIRE THEN 100 FEET, PROVIDED THAT
h Vidg <3 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TU PROVIDE Ai L THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER HVAC.
4 DOCUMENTATION INCLUDING SHOP DRAWINGS THAI ARE NECESSARY FOR CONSTRUCTION AND J
- PERMITS. PRO'VIIOE THF ARCHITFCT WITH ALL DRAWINGS FOR REVIEW OF i.C')C ATIONS PRIOR To SYSTEM INSTALLED IN ACCORDANCE WFTH SECTION 90.3.3,1.1
too_ • CONSTRUCTION. PLUMBING I
COMPLIANCE-MAXlMi.lM PATH OF EGRESS TRAVEL- 40 FEET I
11. CLEAN AND REPAIR EXIStRNG CEILING GRJD AND 11LES. RE'F'LAC:E DAMAGED U..ILING TILES WITH 2,TRAVEL C11S1ANCE L'c.°vllTATEONS, (SECIriON 1015.11 I
Pia
MATCHING BUILDING STANIJARIu TILES. EXITS SNAIL BE SO LOCATED ON EACH STORY SUCH THXF THE MAXIMUM
LENGTH OF EXIT hCC+t SS'FRAVEL,MEASURED FROM THE MOST REMOTE.
12. PARTITIONS, DOOKZ , RJELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. POINT VYFTh!!N A 5f(tRY TO T�iE ENTRANCE TO AN EXIT'ALONG THE NA'fiJRAI
I T
REUSABLE MATERIALS TO BE RETURNED T(3 BUILDING,STOCK. AND UNOBSTRUCTED PATH OF kGRE55 TRAVEL,SWILL NOT r XC-ft
�" N• C� i"y w� » ''�� nts► 13. REMOVE ALL POWER SIGNAL., SWITCHING;AND OTHER CONTROL ITEMS!ROM WALLS TO Elf 300 FEET. 5E'E TAIlILE 1015.1)
DEMOLISHED-
c L +i .- COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 75 FEET
uj
14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS 1'a. 3, EXIT OR EXIT ACCESS DOORWAYS RFQUIRED (SECYNJN 1014,1)
r • ��__r `I TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALT. HE
Fere IYoed � FI 15, ALL NEW 4Vhl.l OUTLETS TO BE AT 16°A.F.F. UNLESS NOTED OTITE WISi:.I PRCWIDED'THE OCCUPANT LOAD OF THE.SPACT Eri_EEDS 50,
`-
sxW J---'` (SEI:TABLE 1014.1) z
16. CONTRACTOR TO VERIFY WITH TENANT THE:EXACT LOCATIONS AND REQUIREMENTS OF
ELECTRICAL,AND VOIC:F/DATA OUTLETS: TENAiIT U.5PONSIOLE. FOR CCOVTRACT OF LOW VOLTAGE COMPILIANC17: EXIT DOORS Rf'QU,KED- 1 QUANTITY
1 DESIGN AND INSTALLATION. COMPLIANCE1XII DOORS PROVIDED- 2 QUANIM
To Nl�hwir 217 ,�-
mam1 weshinoon Square ib x a,fr.'"'"" 17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PIAN.
-4.ZWO EX1T5 OR EXIT ACCESS DOORWAYS. (SECTION 1014.2.1,F.XCEPTIOI�12)
--- --- -- WHERE A BUILDING IS EQUIPFFD THROUGHOUT WITH AN AUTOMATIC r
18. MATCH EXISTING CONDITIONS AND FINISt-IES AT ALL LOCATIONS UNI.E55 NO1TF?O?FtER'NiSL r
BUZZ E L L I S & BEN MC I N N I S REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATEMALS. SUBMIT PAINT DRAW-DOWN`i TO SPRINKLER SYSTEM IN}r..-CORDANCE WITH SECTION 9(03.3.1.1 OR 903.3.1.2,
Q _ THE 0.PERATION DISTANCE OU THE EXIT DOORS OR EXIT ACCESS t t r M
"°m ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. DOORWAYS SHALL NOT RE LESS THEN ONE-THIRD OF THE LENGTH OF THE uJ �
INVIl1M1Ni Yw•' JO� - 2� SI�o R
MAXIMUM OVERALL (1IAiENSION DIMENSION OF THE AREA SERVED. D N
COMPLIANCE: MAXIMUM SEP1\FA'IION REQUIRED - N/A f '�� z �
COMFLIAF•f�:E: MAXIMUM SEPARA71ON PROVIDED- WA I u
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� -�- ��N�T.�s _ _ _ GENERAL NOTES - CODE INFORMATION PROJECT � �
�� I UrJIT !_ UNIT_L9bJ '--1 _. R �CC TEAM
J --� - rn.,, 1. Alt CONSTfiUCTt(aN iNC)RK SFI,4LL BE fOONr IN C()MF'LIAN;E W111i 1HE INTERNATONAL BUILDING BUILDING ADDRESS: 10240 SW NIMBUS AVENUE, L t3 � z (]
lL C(Ot.�E 2C1Q] EDITION AS AMENDED BY THE tiT'ATF()F C)RfC.�UN 2(�i).3 EDITION AND Al t_OTHER STAY PORTLAND, O'RE'GON"1722'3 �
r-- ? [UNI�L11 AND LOCAL CODE REQUIREMENTS THATAP?LY. ® � Zz r
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I a"°.r. 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE &FIRE ALARM SYSTEM PFR OWNER!!ANDLORD: KG INVESTMENTS � "I
FMO. 10240 SW NIMBUS A N M uj
��^ S VI UE L.3 !�' F-
- ! U-AT--- 6 ', UNIT f.7 ----- - PORI LAND, OREGON 87723 CV --
,ONE. 3. ALL E)vlVRG2 NCY LIGHTING, SPRINKLERS, FIRE DETECTORS,FIRE ALARM COMMUNICATION DEVICLS PORITA N KYLE OREGON
LATTu cN
----- _ AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY PMONE: r-
_ _ 1503) Sad-9W.
[�I�l;7c) _ CODES.
(11W=fl L12
-' 4. FIRE EXTINGUISHERS FIW1 LOCATIONS TC)BE APPROVED BY THE FIRE.:MAR.SIML. FIRE ARCHITECT: AIVKRC►M h4OlSAN ASSOCIATED MARK ✓,'e
r- -- _ EXTINGUISHERS TO BE LOCATED IN AC(ISSIBLE LOCATIONS, IN PLAIN VIEW EVERY ?1,001;SQUARE ARCHITECTS - -- - ---�- -
FEF-T OF FLOOR ARFA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 6720 SW MACADAM,SUITE 100
PORTLAND,OR 97219
S. PROVIDE A SIGN REALRNG ' 'HIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIEC`
!'dTAC"1-: Ill SARIN
AS t>-SIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. PHONE: (S03) 2457100
FAX: (503) 2460156 ---
I 6. PROVIDE SMOKE E>ETECTORS PER FIRE MARSr LALL RcQUIREMi NTS, TFIF INTERNATIONAL BUILDING
-- -
(iiNlt_l.A;e� - CODE AND THE(NTERNATIONAL FIRE CODE.
""' N%I L131 %
7. EXIT SIGNS AND ILLUMINATION SHALL RE ACCORDANCE WITH INTERNATONAL BUILDING -- ---
i CODE, SECTIONS 'OCAS AND 1011 -
-. I I i
a. PENETRATING ITEMS PASSING ENTIA'ELY THROUGH BOTH!1)TECTIVE MEMBRANES Of HEARING -- - -- -__--
`� WALLS ARE RF_QUIRLD TO HAVE A FIRE-MISINT RATING AND vVA}'.LS REQUIRING PROTECTED 0-T-C
I __ ! OPFNINGS 1IOULD BE PRO111CFED WITH THROUGH PENETRATION FIRE'TOPS PER SECTION 716 6 �ire .�.
OF THF INTERNATIIONAL BUILLANG C01)E 0ewe�powy - ---- -
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DATE: 1a1s-07`---._-
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AREA WOR tlMeei tear AIdnrr )09: 057731 -_-
- ADA UPGRADES �bli�My �, FILE:M�CD
DRAWN:15
'l:C::orl'(aF CONSTRUCTION: 617,5(10 --.-_-._.---'-----_. _.
CHECKED
23% REQUIRED FOR ADA UPGRADES:$4,375.
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COPYRIGHT ANKROM MO-',SAN
ni DEFERRED AS,SOCIATEDAITCH ECTS 2006
I' )'SSIBF E 'Lifi(;R"-S Firs-SprtnkIw
rr Pre Alarm _
( ^ "( 1 UPGRADE EXISTING NON COMPLIANT RESTRCICN,4-$7,5W. .Pteemhanic ��������� �'R�JE+G,�
(EXCJEEDS REQUIRED AMOUNT) •
1 Flectricltt Ar m,vedMirT� JCA" ►eM►,...�Im COVER
UPGRADE EX:6TING AVA RESTROOM TC:e1►veT LOCATICNI: Trm F,slnenlnR Conditiorinfly Aplmved..............( J t-�1t ER S� ��E 1
6800 tThnp fJrewin� Gx[atter to: Follow,--,,....,..w.....
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4 other Aree hcd................I
UPnRADE FXISTING 51NK/HASE CABINET- 1,2501. "-�
3 Pcrttlit Numhcr. !
Address: tG.I8 A� 3
UPGRAD EXISTING; [XX.7R I'9AR1 ARF:$FA.0(1
TOM SPENT ON UPGRADES: 62,800.00
KEY MAP - SBC � BUIL,DING L � S� JIT �� _ _ �._
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PERMIT PLANS: 10-15-07
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GENERAL PLAN NOTES SYMBOLS LEGEND PLAN KEYNOTES GENERAL REFLECTED CEILING PLAN NOTES cn `�' W.
1. REMOVE BASEBOARD HEATING THROUGHOUT. -' EXISTING WALL TO REMAIN � 1. REMOVE EAX ;(ING G4►D, TILES AND LIGHTS AS SHOWN CON DEMOLIP(W HLAN. RE-USE EXISTING LIGHTS AT
_ `J TAKE EX'ISPNC. PARTIAL HEIGHT WALT. PARTITION TO STRUCTURE ABOVE. NEW BUILDING STANDARD SUSPENDED CEILING SYSTEM. SEE CEIL:NC- DE'T'AILS FOR CODE REQUIREMENTS. FOR NEW � z Cvi
2. CLEAN AND REPAIR EXISTING BUILDING STANDARD MINI-BLINDS. REPLACE IF NEEDED. SUSPENDED C-10PIG SYj7EM,
NEW WALL TO BE CONSiT2iJCTED �REMOVE- EXISTING SNEETVANYL AND PREP, FLOOR FQR NEW FLOOitING. 9UIl.C!!NG STANDARD CARPET � �
3. RETEXTURE ALL EXISTING WALLS TO REMAIN TO MATCH BUIL.D!NG STANDARD. THROUGHOUT, E:xCEPr RESTROOMS TO HAVE_- BUILDING STANDARD 94LET VINYL COVED TO 6".
4. REMOVE ALL EXISTING, OTU VOIC DATA CABLING ABOVE AREA OF EXISTING CEILING TO BE REMOVED. - - OVERHEAD BEAM OR HEADER �/ PREPARE EXISTING, CONCRETE FIGOR FOR 1'•il:W BUILDING STANDARD CAR'PE'T.
5, REMOVE ALL ITEMS REQUIRED TO 1,AKE CEILING CODE COMPLIANT'. 0 REMOVE EXISTING SINK' AND BASE' CABINET AND REPLACE o° P-t ADA .'CCESSIBLE, BUILDING U 0
rd NEW 2 X 4 LAY-IN BUILDING S'T'ANDARD FIXTURF �----// STANDARD 'SiNK, UPPER AND I_0%UR CABiNETS. �l�
6. REMOVE All EXISTING RESTROOM ACCESSORIES At'U FIXTURES. , f5 REMOVE EXISTING UTILITY SINK AND REPLACE 'MTN NEW ADA CO.4PLIANT BUILDING STANDARD
RESTROOM WALL MOUNT SINK. MARK DATF
RELOCATED 2 X 4 LAY-IN BUII.DING STANDARD FIXTURE 6 REMOVE EXIS-PING TOILET'S AND REPLA(J. WITH NEW, ADA COMPLIANT, BUILDING STANDARD TOILET
�:J` REMOVE EXISTING SINK AND REPLACE WITH NEW ADA COMPLIANT, RESTROOM WALL MOUNTED SINK. --
I
EXISTING 2 X 4 LAY-IN BUILDING ST,:,'ZARD FIXTURE REMOVE EXISTING POWER POLE. { -�
\, ` TO REMAIN.
R y
FINISH NOTES TE..i REWOVE WASHAVLE WALL BQAPO AND ALL s BANDONED PLUMRiNG AND ELECTRIC, NOT UTILIZED IN f --- --
PLAN KEYNOTE !� ----- --- ---
0 REMOVE SURFACE MOUNTED ELECTRIC OUTLETS.
1. PAINT ALL EMSTING' DOORS AND FRAME'S TO REMAIN. 11 REMOVE' AND INFIL F'�C)QR SINK.
2. RE_MO�iE ALL FLOORING FINISHES AND PREP, FLOOR FOR ;HEFT VINYL AT RESTROOMS, AND BUILDING (D2REMOVE EXISTINV V'£NYIL�.Tt(3N ROAD.
STANDARD CARPET THROUGHOUT REST OF SPACE. -----
oAYF: 10-15-07
3. PAINT ALL WALLS WITH (1) COAT PRIMER, AND (2) COATS BUILDING STANDARD PAINT.
Ci) SYSTEW.
REMOVE EXISTING (:F'II.iN(. uRIQ, TIt.ES, AND LlCHTS. REUSE LIGHTS IN NrWA' SUSPENDED CEILING -REPLACE WITH NEW BUILDING STANDARD SUSPENDED CEILING SYSTEM. _JOB: agmT
4 NEW BUILDING STANDARD t7ESTROOM FIXTURES AND ACCESSORIES. -�, FILE: BASE
`t4)EXISTING GYP. FTC). CEILING TO REMAIN. PATH AND REPAIR IF NEEDED. _ —..—
DRAWN:)S _
5. 4" CONTINUOUS RUBBER BASE THROUGHOUT, EXCEPT AT RESTROOMS. t, ADO ONE NEW BUILDING STANDARD LIGHT, TRAVVN:CHECKED:
16
DEMO EXISTING L0M! CEILING. RE--USF AND REPAIR EXISTING SUSPENDED CEILING SYSTT M ABOWCM
EXISTING GRID.
'^ Ct7P'YRIGHT AFIKROM
J t7 EXISTING DOOR TO REMAIN, NEW ALTA COMPLIANT HARDWARE, ASSOCIATED ARCM/rE-(
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PERMIT PLANS: 10-15-07
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LATERAL BRAIC:ING 4' CX, AT �iITE CC�k3vEla'9 _ - - - --
iEC'f14td SfC'iION • �
_ ALTERt4ATl DIRE(TIC)NS"fu ��, g'iP1�C $EGUiQEC/ TO $TI>r! 'fURE 3 25 362 S 125-10 lb` 15`-4' - 15'-1' tl 'owo {DIt�1P
STRUCTURE WhEN KEQ'D. COMP91E551ON STRUT, LATERAL "�- -� -"'- -I',A p�tl� �; 24r" 13'-�3' 12'-4'
, W" 20 362 S 125-3)
BRACE AE3U�r1: Yrif 16" 20t8" 19'4t" `��► �v
d T-15AR L IGIi,T —. CE IL ING CaRID __ ---
AUL / G£IL.IIS, At.TE'ftVATE � 24° 18'-6' I T'-1" ()
'" GYIUN� C,l.,i�".'3 AT TiIX:) � COMPRI°531101"I-
SOLIND I�.;T i INSULATION TO " !� � 1 1 6• _25 600 S 125-1 t! 24" -
�, « _-.P05T i i2' r r •" 3U'-1• � —W-�m:tr—r.�
I 1 EATENO OVER CEILING;4-0 , � p.ACa+C..''h,AL
I 20 60v., t 2.,-3:3 16 3h7-10
�J MIN, EACH SIDE OF P.ARTITK)N ���' 19f C 1'-_ �C�{G. EA. U;AY l.__._ __-- _�._...-'__-_-• 24` 27'-2• 16'-3b•--_---�
-'� � , pr !�(;' �\ VALUES LISTED ARE HASED ON STEEL STUB}h+tANUFACT11RE1L5'ASSOCIA710N(SSMA) D+
�- TABLES FOR NON-STRUCTURAL COMPOISI1 t SECTION IN INTERIOR AI F11CAT iONS(5 Z C4 U
=-SUSP CLC PST)WITH DEFLECTION LIMIT OF HO 20. u
NEOPRENE fCIAM TAPE /� ,`� ..� / ° t �� / .✓ I \ Z_
+n i 1. VALUES FOR COMPOSITE SECTION RR ORES MINIMUM 1/2 INCE!THICK.
CONT BETWEEN BLOCKS
GYPSUM BOAR?ON BOTH SIDES W/fit CkEWS AT 12 INCHES O.C, MA.X.
�'- CASING BEAl7 �'\, /•� %� C-
�--- � 2. HEIGHT LIMI�S ARE LESS WHERE GYPSUM BOARD iS ON ONE SIDE. PROVIDE 0
FASTEN RUNNER TO CLC
�� +r"�' r BLOCY:ING OR STRAPPINC,ON OPK)SITE SIDE AND USE MON-COMPOSUE
SUPPORT 0 2'-0' OC TPRU CROSS RUNNER,
' SECTO_N VALUES.
:<NEO('tFNBL( X �0� -G
x MAIN RUNNER, GEILiNO3 61RI� CEILING WIRE ATTACHEMENT "
g
d
---"" WALL HAI esE:R WIRE AT �..� � ,�
SOUND BATT rNSULATION _ ,__
MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTi - -i ag FMR WAh S //f CONSTRUCTION TVP!_ FAS`TNER r� F_ O
BRAG;I<j 5AFET`r GABLE ATTACHED - - WOOD - -- 11/4" 3'SCREWWEYE�- _ y I. s N
a I �- - -- —METAL STUDS, 5f L SCHEDULE DULE FOR EMT COtJDUI( _ _ _ _ 1 :G,.,
GAGE AND SPACING 1/2"EM.T CONDUIT - -----'- - '- -- UP TO 5' 111" ~-�_-__ \ L ,� TO CEILINGS :'iRiD FiXTUWE STEEL DECK PRE-DROP WiRES,CMI DCi OR DC 2 1/4' g M
--- ACOUST.SEALANT�SLAB 3/4'EMT CONDUIT UP TO 1'•8" \� �"C:XJ8ING, THEN UJ1@AI"PEG t:+F?x��,9 MAIN _ METAL DOCK SCREW EYES � o
1"EMT CONDUIT UP TO 9:'9" �, F�PIr� FIXTURE WANGIN'� RUNNER RUNNER �— •
POST TENSION PRE-DROP WiRES EMBEDS 114 X 3/4 METAL.
_ GALS4..1= MIN- 4 TI'r1E3 t;ONCRETE HIT ANCHORS !_-
0.
I W/I EMBEDMENT
ACTIVATED O.C.MAX _ _____-__ _ -------_--,-- ----- " '-'
POWDERMETAL STUD SECURE AT MAG. �'-�--
W/1 [MBE'!?MEf�.T AT 4-0 .C.MX t;ORNEt�i9 NOT Gc�l°JTAINiN.a POURED IN PLACE PRE-DROP WIRES, EMBEDS, 1/4X314"METAL l G N
'}+ SINGLE 1 519"METAL STUD(20 GUAGE)
UP TO 12' CONCRETE HfT ANCHORS
INTO CONCRETE Utt:K. CONCRETE CLIP$ _-_______-.-__-_ -___ HIT _ � W
BACK TO BACK 1 519'METAL STUD(20 GUAGE) UP To l5'
« UP TO 13'-Cs" NOTE:POWDER DRIVEN PINS SHALL. NOT BE ALLOWED AS ACCEPTABLE ATTACHMENT z
SINGLE 2 1/2 METAL STUD(20 GUAGE) ( c
BACK TO BACK 2 1/'l'METAL STUD(25 GUAGE) UP TO IS' DEVICES IN fONCRETF CONSTRUCTION BASED ON THE PROHIBITION U. THEIR USE
_____.___._�—______.__�__- _ 13Y ASCE 9.6.1 ;+.5 THIS iABIE )S PROVIDED f0 GIVE G1.11DENCE FOR ALTERNATIVES. 6
WALL TYPE _-_-__ -__----- -- SPAG✓I NG` OF LATERAL RECESS MOUNTED
SCHEDULES < g "
r_7""""\ INSULATED PARTITION WALL 2 GRID LATERAL FORCE BRACING 3 BRACING � � TI,_IGHT FIXTURE SUPPORT T$z N.T.S- -� 3 0
3 1 r-0« 09MAL-i2 T-2 1 112"-1'-0" �ycrlc�n�llu•+> o T-2 N.T.S. ...........,..... GW WAW7 T-2 N.T.S. ! 0K)UG03 `� t/) W
T-2 ' N
STRUCTURE
-0 98
G '-' --
8" MAX 4 POP-RIVET " CJSURE ANGLE. STABIUZATION BAR
9A 11 a MAX: t�2�
---{� ° a FASTEN IN - - - V) CLOSURE ANGLE,��-
v r, . 1 a 2 TO STUDS .� �
- 'J° PERitiIE R HANGER
— --- - �` 4 I WIRE,U3
\^
6' MAX. LATERAL BRACE AT 12' O.C. MAX —_—_- �� `` • ^ ��tolN RUN'�tkR, `
,RID SYSTEMS RE UIREMFNTS:
f
//--
k - GRID SYSTEM RATING: HEAVY f)U19C R€QUIREMENT�S:TY_ �` (ND ATTi1CHMENT)
_
-GRIDS SYSTEM RATING : HEAVY DUTY FASTENER
J ��0. � �
DESIGN REQUIIREMENTS: CEILING MUST BE DESIGNED PER STATE OF OREGON 2007 ` 4
,..� TO STUDS " . q•, PERIM R HANGER
STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F, ASCE 7-02, CISCA -CLOSURE ANGLE: 2 INCHES �� a'..� ` / PERE .
RECOMMENZ,ITI�aN FOR SEISMIC ZONES 3&4. '�� Uj
INSTALIATION: -ATTACH GRID TO CLOSURE A14GL1E ON TWO ADIACENT �
". WALLS WITH POP RIVETS 2„ �,---MAIN RUNNER, U
QMAIN RUNNERS: 4 FEET O.C., SUPPORTTD WITH NO. 8 GA. WIRES AT 4 I`EET O.C. (OR NO, = \�4,'\�.
10 GA. WIRES A) 5 IEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT -PROVIDE l INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN , ^
RUNNER AT PERIMETER AT UNATTACHED WALLS
NOT LESS THAN 100 POUNDS.
I A9ILIZER OARS: PREVENT SPREAD OF MAIN RUNNERS AND ^ .4 Uj M
CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRY!NG CROSS RUNNERS AT UNATTACHED CONDITIONS Uj
DESIG;4 LOAD WITH DEFLECTION EQUAL TO 1160 OF ITS SPAN OR LESS.
-LATERAL.BRACING
HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. Lur�
-PFRIMF fER SUPPORT HANC�FR WIRE V l
`� GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2INCHS �- G
MAINE
A NERUONNE RRUAND SPLAYED 90 DEF CRSS RUNNER GREES FROM EACR I OTH RI PLAN IAT AN ANGLE TYPICAL 2 "2 GA. WRES SECURED TO WALL ANGLE TY P I GCA L 2 " WALL ANGLE
NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH ��" ATTAG�H.E D) ! /� t�
WAY 7 A 11 I A' HED 8 (U N V) o
kZ2Jt'-0" ISGG[NEkK T-2 3" 1'-0° YtIGO�,llNERIC V
i?G�
�� COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE Z
ADEQUATE TO RESIST VERTICAL FORCI. ( OMPONENT INDUCED BY BRACING WIRES, M
SPACED 12 FEET ON CENTER IN ROTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH
SUSPENSION SYSTEM. •�
6 SYSTEM HANGERS MORE. THAN 1:6 OL;+ OF PLUMES, PROViDE COUNTER SLOPE F,. ,;,ERS. U � � �
Cy D[ ~
t WHERE HANGLR WIRES ARE NOT i'OSSBLF: DUL TO OBSTRUCTIONS, PRO)'IDE TRAPEZE
ORE EQUIVALENT DEVICE. TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE T_
Q Ln CL tn
MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROH-C-D CHANNELS.
o EACH HANGER WIRE ANCHOR TO STRUCTURE TO HAVE 100 FOUNDS MINIMUM MARK DATE -_
WITHDRAWAL STRENGTH. --- ---- ----
(9,) 116HT FIXTURE SUPi'ORT: DF TAH. 13 — --�� ---�— -
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 MAV USE
COMMON WIRES. -
8. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA. SLACK WIRFS
FROM FIXTURE HOUSING TO STRUC,URE ABOVE,
C. IK;HT FIXTURES IN EXCESS OF 56 LBS. TO BE SUPPORTED DIRECTLY FROM STRUCTURF
ABOVE BY APPROVED HANGER.
D. LK;HT FIXTURES TO BE POSITIVELY ATTACHFD TO GRID SYSTEM. ATTACHMENT DEVICE
TO CARRY 100 PI RCENT OF LIGHT FiXTURE WEIGHT ACTING IN ANY DIRECTION, ----
DATE: 10-1547
INTI RIOR PAR I I I iON WAI IS FXTENDING TO GRID, THAT DO NOT ALIGN WIT;-! 4-WAY
BRACING; OI- GRIP, !s1US I HAVL THEIR GOWN LATERAL WALL BRACING FER DETAIL 6. Jas 057731
FiLE: CD _
PROVIDE SFISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,5(1)SO. FT. CUR PROVIDE FULL _AWN:IS
HEIGHT PARTITION. DETAIL. 5 OR DFTAII 14, CHECKED;
1 2 INCH CLOSURE ANGLE AT PERIMETEP OF FAC-'H 2.50(1 SF SUSPENDED COLING SYSTEM,
(2) SIDES TO BL ATTACHED TO AD(ACLN I WALLS, (2) OPPOSITE ADJACENT SIDES TO BE
COPYRPGIiT ANiKROM Ml(.)ISAN
UNATTACHED PER DETAIL 15. ASSOCIAIT-D ARCHITECTS 20-1)
WHERE SPRINKLFR HEAD) AND O'FHFR PENETRATIONS OCCUR, PROVI")F 2 INCH
Ing' OVERSIZED ESCUTCHEON OR ADAPTLR TO ALLOW AT LEAST 1 INCH MOVLMENT IN ALL DETAILS
HOR17ONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND PENETRAiIONS
a WITH FLEXIBLE HEAD CONNECTION, -
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CEILING SUSPENDED NOTES ,s
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O2� PERMIT PLANS: rR tI-1 5-07
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