10260 SW GREENBURG ROAD STE 170 lY r, T
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- _ _ -- --- - - --- f �, GENERAL NOTES - CONTRACTOR IWOWATION
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I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO
CONSTRUCTION, CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE
r - ARCHITECT BEFORE CONSTRUCTION. In
''7
2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISEz
NOTED. ,
SUITE3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND < U ~
DEBRIS ON A DAILY BASIS.
W
100 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR 5HALL THOROUGHLY
CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS 50 THAT
_ THE SPACE 15 READY FOR OCCUPANCY FOR TENANT, O T
5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT t„_, U
Nr AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF > 04 V
ONE (1) YEAR, UPON COMPLETION OF CONTRACT. '�+
' I 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE
ARCHITECT PRIOR TO IMPLEMENTATION.
I� 4-114 I 1. ANY SUBCONTRACTOR DESIGNED ITEMS rO BE SUBMITTED TO AND APPROVED La.!
a
_ I , BY THE .ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR F-' 8
/ / /' ALL CASEWORK A FIRE ALARM, F'RE SPRINKLERS. O 3
44I ' 8. ANY ADDITIONAL DRAWINGS ANC' SPECIFICATION-!S REQUIRED FOR PERMITS
fl O SUITE IL - I - `, ' TO BE SUPPLIED BY THE CONTRACTOR. U
O : 1 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS 0 q
1 ` O 170BNALL BE SUPPLIED AND INSTALLED BY THE GENERAL GONTRAGTGR
rl UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY .•��-.�
LJ _I COORDINATE ALL WORK TO A55URE THAT ALL SCHEDULES ARE MET AND
THAT ALL WORK IS DONE 1N CONFORMANCE TO MANUFACTURER'S
REQUIREMENTS.
I _ - r
10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO
PROVIDE ALL DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE
U NECESSARY FOR CONSTRUCTION AND PERMIT5. PROVIDE THE ARCHITECT
{__ _ - WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO CONSTRUCTION.
11, ALL NEW WALL OUTLETS TO BE AT IFI' AFF. UNLESS NOTED OTHFRW15E.
BRIDGE TO PARKING
I 12. CONTRACTOR TO VERIFY WIrN TENANT THE EXACT LOCATIONS AND
I REQUIREMENTS OF ELECTRICAL AND VOICE/DATA OUTLETS. TENANT
RESPONSIBLE FOR CONTRACT OF LC VOLTAGE DESIGN AND INSTALLATION,
1 - 13. SWITCHING DIAGRAMS AT RELFEGTED CEILING PLANS SHOWN DESIRED
LOCATION ONL,'e.
NUMBER OF CIRCUITS PER LWITCH IS TO BE DETERMINED BY CONTRACTOR O
14, BUILDING OWNER TO PROVIDE BLINDS AT ALL PERIMETER WINDOWS.
�MMOL i � i ori FLOOR FLAN 15. GLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE
DAMAGED .:FILING TILES WITH MATGH:!1NG BUILDING STANDARD TILES. O �J
16. PARTITIONS, DOORS, RELITES AND ITEM& SHOWN DASHED ARE TO BE
REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED 13
TO BUILDING STOCK. Lu Z M
M *I �` DRAUJINCs INDEX GE'NER4L NOTES � CODE INFORMIATION Il, MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLE85 NOTED Q W 0
DEMOLITION ITN®f `1 1 `IOTES � OTHERWISE.
I. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE `'��` � �-
I. REMOVE ALL POWER SIGNAL, SWITCHING AND OTHER PERT,NENT TI.I COVER SHEET AND DEMOLITION PLAN 1F !VINITY MAP
ITEMS FROM WALLS TO BE DEMOLISHED. LATEST EDITION OF THE UNIFORM BUILDING CODE AS AMENDED BY _ � W f�
THE STATE OF OREGON AND LOCAL CODE REQUIREMENTS THAT APPLY. _
2. MAINTAIN Imo% COVERAGE FROM EXISTING FIRE SPRINKLER TI2 FLOOR A ELECTRICAL PIAN 1 dPt'0 i tff I AI 0 600m re ~
AND SMOKE 4 FIRE ALARM SYSTEMS PER FMO. 2. MAINTAIN 100% COVERAlsE FROM EXISTING FIRE SPRINKLER AND 1 /� <' - 120�'t +�+
T13 REFLECTED CEILING PLAN SMOKE t FIRE ALARM SYSTEM PER FMO. , �'• � ; +----� � tj)
3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ►,1 v0�'� !'
ALARM COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS `': Bradley.Corner't-' ~
T2 FIRE 4 LIFE-SAFETY PLAN 3. ALL EMERGENCY LIGHTI"G. SPRINKLERS, FIRE DETECTORS, FIRE 111 ! I I
TO CONFORM TO OREGON STATE BUILDING AND LIFE &A FETY ALARM COMMUNICAT40• DEVICES AND ALL OTHER REQUIREMENTS _ ! ` �� Casa Ct - '
CODES. TO CONFORM TO CALIFORNIA STATE BUILDING AND LIFE SAFETY "K I ! �u r_-6 "' N
4. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN. CODES. ., �,t • ^1 Robins P1�emeee y: r Corol CoY ray Pk�-'� :
5. CONTRACTOR TO REUSE DOOR 4 RELITE A8 REQUIRED. PATCH 4 REPAIR 5l,llLD INCx INORMI4TION 1� _ �• -�'
4, FIRE Ex rING:UIN4L%ERS FINAL LOCATIONS TO BE APPROVED BY THE
FIRE MARSHAL. FIRE EXTINGUISHERS TO BE LOCATED IN
AS NEEDED. r' •. - , --
ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE
FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 15 FEET. ! Oak St-
FEET I Sw 4a St
..�v;l�%.lpoP.. .
TYPE OF CONST: 11-FR .. __. Q)
` r t'*"'�le1ti► k 'n __. fi _.-. IN1tir Spr Ca_ t V
5. PROVIDE A SIGN READING 'THIS DOOR SHALL REMAIN OPEN DURING � 1
. � t
OCCUPANCY, B BUSINESS HOURS' AS DESIGNATED OR REQUIRED BY CODE OR I. ' '� 1 ��,•„ {'� 4 ( t
;3UILDING OFFICIALS. North Oak
Fo RT I T I ON TRI'P'ES t...
NO,OF OTORIES: I
E. OAROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, `: L. I _ eton- Grfyeribu N .J , I{
THE UNIFORM BUILDING CODE, AND THE UNIFORM FIRE CODE. r'�' Sw T and t I I
EXISTING WALL TO REMAIN
111a FOOTAGE
AREA OF WORKr 5194 SF. 5..� a._ ._. _. :\ - i �•_1I e� ( Y
1. FRIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH UBC
OCCUPANT LOAD: 52 bECTIONS 10032.1, 1003.28, AND 1003.2.9.
EXISTING WALL TO DE Di?Mri
8. PENETRATING ITEMS PASSING ENTIRELY )�!R000N BOTH
PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO _
/�*I 1�/�I HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING
DEMOLITION ��lel ` 1 1 ,OT � PROTECTED OPENINGS S PER E ION TED WITH THF2CXICnH Lo"T m�er1 way
PENETRATION FIRE STOPS PER SECTION i09b. � � ky;�.►�r� � -- ���'••••.. ,i.
crvE
O DEMO OPENING FOR NEW DOCS 9• THRESHOLDS SHALL BE NO HIGHER THEN I/2' ABOVE THE FLOOR EDGE TO PAmnNo r' LINCOLN
' bttlo ;,' - PARKING
BE BEVELED WITH A SLOPE NO Gf�ATER THAN I IN 2 IF MORE TH.;;� 114'. (1004.9) •
Z REMOVE EXISTING 'TENANT ENTRY DOOR 10. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED CENTERED BETWEEN �' 1,
PROJECT TEAM 30' l0 44' ABOVE THE FLOOR AND OPERABLE WITH A MAX. EFFORT OF 8.5 LBB. FOR
EXTERIOR DOORS 5 LBS. FOR INTERIOR DOORS. LATCHING AND LOCKING DOORS SHALL w�� LINCO'.N THREE
O GAPPED) EXISTING t0 ISE REMOVED PLUMBING. BE ACTIVATED BY A SINGLE EFFORT LEVER STYLE HANDLE a orgy a KnRimDINo c
11NCOLN
BUILDING ADDRESS: 10260 SW GREENWRG ROAD It. , ` ; , �� CD c► r 7 REVISIONS
NO STRUCTURAL WORK IS TO BE PERFORMED UNDER THIS PERMIT. ,rr `
TIGARD, OR .,
G REMOVE EkIOTING DOOR 4 HARDWARE TO E►E REU6ED. .:•' .. ,. ' ----- _ ---
171t�w • ',t, TWO --
ARCNITECT, ANKROM MOISAN ASSOCIATED ARCHITECTS '" LINCOLN
PARKING - -
6120 OW MACADAM, SUITE 100 } r
PORTLAND, OR 91219 C L 0 - --
C•ONTACT: YUWEN SU k PAIRKpa -
PHONE: (503) 245-1100
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FAx: (5®3) 245-1110 '•• of+t>L ,•NcoLN -
N
O TENANTr FIRST AMERICAN TITLE
PARKING - -
° 1100 SW 4TH
*3
PORTLAND, OR 91201 -- _ - --- -
CCNTACTi STEVE
0 603-1901850 BOND \o co"At;o covrnro
o►c '+�' PARKING I'AMINo NdRN DATE MIM+IM
►%i3 CONTRACTOR: JOE SNUG�HCl3 CONSTRUCTION CITY OF TIGARD � \�`<�:�. r __�____- __-
FILE 35925-CD
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cv TIGARD, OR 91223 A indifhonelly Approved.................... I I r NK
DE3-6 -1100 Y ( fir only thew k described m I DWN w
gt 509-6?4-11160 NEeMIT NO ctz- GJ17
I
Clot Sr+c Letter to Folio w........
ELECTRICAL: t0 BE DETERMINED AftaCh..�...... ... .......I J
� ON MAPE
MECHANICALT TO BE DETERMINED lob Aetfress '� ��� _jam1'- 17 C, N.T.S.
9y fa.N:. �-_ Dire -�i•-,�-',�j
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GENERAL NOTE v - _ J� . OF&GO" .o
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4 IN N N N N N \ I, ALL NEW WALL OUTLETS TO BE AT .I6' AFF UNLESS OTNER�UISE HOTEL ( (1`�'
.� I C [CE
OFFICE A I 2. ALL NEW WALLS TO BE NON-IN511LATED PARTITION UNLE5:+ �I
N 4 �' 6 4 4 N I IZ 11 A > Ap�
�J _ III TYP 110 �J Oe TYP• 108 OTHERWISE NOTED. SEE WALL DETAILS.
__ N -
U4 a► } NOFFa N ';> > GONFEREI� A _ 3. PAINT ALL WALL5 AND TRIM AND FINI6H DOORS. r O
4 �- TYP. r 113 TYP. ; ,
h4) 2 r4 ' O 4 4 I INTERIOR FINISHES TO BE DETERMINED.
6'-4 3/4' 101 SUITE 4. MATCH EXISTING GCnvii!TIONS ANr' FINISHES A1' ALL LOC-ATION5
- �� 8' 10' ''� 8'-2' � 9'-5' 9 -5' 9'-I' 9-5' 9',5' ;� 4N UNLE66 OTHERW16E NOTCD. m-
A
I
� EGi EQ N � I cv N 100 5. CONTRACTOR TO VERIFY' WITH TENANT EXACT LOCATIONS AND �J (I�
4 N 4 4N — 'Q4 � ;p WS-14 REQUIREMENTS OF ELECTRICAL/VOCIE 4 DATA OUTLETS ''�
�\ _ a W&__2 6. CONTRACTOR TO COORDINATE WITH TENANTS LOW VOLTAGE
02 U
N 115 - N N 3 -- '�► N 6 N v 6 3' O CONTRACTOR VERIFY ALL LOCATIONS 4 REQUIREMENTS.
-5'1,6_-4 3/4' 6'-4 3/4_ -3' :6'-6' 4N - TYP. 4N 4 -` TYP. 'ITYP 4 1. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN. w y;
A �' 4 4N 4N 8. ALL WALLS EXISTING 4 NEW TO BE PATCHED AND PAINTED.
N '-1 ' '� I2'-4 3/4' -* N N �q IN i -- ) 9. REPLACE ALL WALL BASE IN AREA OF WORK. T IJ;
IN IN
VELD TIGHT UMy A _ u
'- - - O CO I 101 II C 103 8 L ICN N N N NA N N YF
N A �$J4�-: c
116 ov 07v TYP. o
►rA0 No T Q� 4 Cmb Iv
5 -- II 102 N N N W a
�' SUITE -
O , t - N N ': ALI FUTER 41 'r '+ 5BEBIS13r� �(' ; i�
O 170 `v� 104 I d 105 '��
_ FAR I I T I ON TYPE 6 U
a
zV)
NON-INSULATED PARTITION TO UNDERSIDE OF CEILING � r
3v2 MTL STUD WALL 24' O.C. WITH (I) %' GYP. BD. ;
EACH FLOOR TO I � BRACE IDALL9 O 9TRt1CTURE UNDERSIDE OF GEILNGTY
'9"r"� D A DV IA In "� f �I � I - — s 2 0 o.c, P.
EXITING WALL TO RETAIN
FLOOR FLAN r ' �
FLOOR PLAN NOTE 6
LATERAL OV �,
BRACE ABOVE 1�1EGE ELECTRICAL LEGEND Q
CEILING - --
-� SOUND` BATT INSULATION SANDWICH PANEL: 3/4'
1 TO EXTEND OVER CEILING - � DJPLEX WALL OUTLET �—
iii111 TRIM (MATCH SILL) EACH SIDE OF ,t1
4'-m' MIN. EACH 51DE D 4' I I 4.1 QUADS DATA/PHONE. PROVIDE PULL STRING 4 CONDUIT TO ABOVE CEILING, v
OF PARTITION pEr E 3/4 SOUND BD. USE CLIPS TO SECURE I— /
r � VARIES d DATA/PHONr_. PROVIDE PULL STRII�, t CONDUIT TO ABOVE CEILING. z
6USP CLG V' ' p I ` c•TEEL STUDS
' �r 5,p W/ GYP. BD. EA. SIDE. -4 PHONE OUTLET. PROVIDE PULL STRING 4 CONDUIT TO ABOVE CEILING. Z
�---NEOPRENE FOAM TAPE 2" 1� TE�' GORE DRILLED FLOOR OUTLET/PULL BOX FOR (1) DUPLEX , t (1) PHONE 4 DATA
�\ GOVT BETWEEN BLOCKS I 0 1�` CO OUTLET, PR'DVIDE FLUSH MOUNT ALUMINUM RECEPTACLE
\ --CASING BEAD ` EQ Iu FULL HT. STEEL. STUD FACE OF
EXISTING SILL BELOW O SECURITY PASS CARD READER Q/
FASTEN RUNNER > DUPLEX � �ul ��tn� r1�r1//
TO CLG SUPPORT
• 2'-0' OC THRLI C QUARDRUPLEX
NEOPRENE BLOCKS
SOUND BATT INSULATION
FIN. SILL. BELOW DUPLEX FLOOR MONUMENT (TJ
PARTITIONS 1/4'x 1/4' REVEAL. PAINT BLACK PHONE/DATA FLOOR MONUMENT, L ~
3 (/?'METAL STUDS, 25 GAUGE, 24'
ON CENTER gR CINCs� BRACING -5/4'x 4' WOOD TRIM EXTENDS FROM 'rv' NEW
}"
HEAD TO SILL TRIM BELOW SILL INFILL Cn
AGOI:ST, SEALANT • SLAB WALL WALL
WITH WOOD SET IN SEALANT. 'dad' DEDICATED OUTLET (�
COMPRESSIBLE NEOPRENE GASKET EQUIPMENT NOTE �
EACH END. NORTON °r154
I. CONTRACTOR TO VERIFY RECEPTACLE CONFIGURATION W/ MANUF
5FAC INun OF LATERAL
a WALL TA'P'E -A 3 BRACING 4 WALL � WIN. MULLION
11/2' . I'-0' 09DWAL01 N:f,B. ■ I 0' MULLION
<E"0T�.5
WOOD CAP. STAIN TO MATCH - —
Ct OF MODULE 4/OR EXISTING DOOR FINISH.
4 OF PARTI T!� O INFILL WALL AT EXISTING DOOR.
DOOR f O NEW FULL HEIGHT TEMPERED RELITE, CONTRACTOR TO VERIFY SIZES.
FIN. CEILING •f f'
NEW GLA55 DOUBLE DOCKS. GLASS TO BE TEMEPERED.
NEW OR RELOCATED 36' DOOR
U, f 5/8' GYP. BD. ALL SIDES 5 NEW TENANT ENTRY DOOR TO SWING OUT.
< '
EXISTING RECEPTION DEE,< TO REMAIN. REVISIONS - -
?' O REUSED EXISTING COUNTER TOP AT 36' AFF. NEW LOWER CABINETRY TO BE
SWITCH .L SIMILAR AS IN CONFERENCE ROOM-- CABINET UJ/DOOR 4 ADJUSTABLE
GANG r' SHELFING, GON'1RACTOR TO VERIFY W/ TENANT.
J 3-I/1' METAL STUDS • 24' O.C. - unrDOW _7 -- ---
z BEYOND P COUNTER 3'-6' BI-FOLD CLOSET DOOR FINISH TO MATCH EXISTING DOOR. - -_
in
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O INSTALL COAT ROD • 5'-6' 4 SHELF • 6'-0� AFF.
_ u }�� -4'WIRE RJLL, TYPO. �_ADJU6TAALE� ' -
O Y4 (Y SHELF,TYP. _ a---
O � —PLAN • DOOR FACE
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----- STIFFENER • WALL END AND
WALL MID-POINT - - =� r --.- -• - - —
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CEN +ii�AL NOTES to �=:
I.CONTRACTOR TO VERIFY ALL DIMENSIONS / CONDITIONS PRIOR TO CON5!RUC rIOr!, 014 1 --
., ;.. , , ;, .. -. �.._,� t,ONFLICTB SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE
` (.' .1'
• • CONSTRUCTION. o
2.ALL WORK .-%D MATERIALS TO MATCH EXISTING CONDITION UNLESS OTHERWISE _
• : • • : • : • 111 J0 • I ® N
O R 112 Im93. ALL EMESIGE Y
R R • R R •
DEVICES T BE DESIGN-BUILD TO RE DETECTORS,
ONFORM TOAOREGONLARM�3 A EI FsUIL ING AND
r I �+
I r• -) r O R �� I LIFE SAFETY CODES. VERIFY LOCATIONS WITH ARCHITECT IF NECESSARY.
1,
't
.. 10T ` 4. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO F
i �• I 'I 'I
i
• • • • PROVIDE ALL DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY U r
E FOR CONSTRUCTION AND PERMITS. W N
i ••. • .. ® PROVIDE ARCHITECT WITH ALL DRAWNG5 FOR REVIEW OF LOCATIONS PRIOR TOcj
�_ o
CA
. . ..tr_.�I . . .; •.: CONSTRUCT ION.
: O' • O ,• • • • N 5. RE5WITCH LIGHT FIXTURES AS REQUIRED. n~
® ® ExIT i.REPLACE DAMAGED OR STAINED CEILING TILES WITH MATCHING BUILDING " N
• p .
... ....... ...............
STANDARD 'TILES. `� m
•SEW \ 1. PROVIDE BUILDING MANAOEM NT WITH I T
I EXIT E AS•BU L DRAWNG9 AT COMPLETION OF q
Q �., �... , ., LTJ E - CONSTRUCTION. < u
' C� XDq uA1T1NG . R • W a
.'a . . ..0 ... .. ;
. NETWORK/
O :M . . ; 1m8 ..... .......:..... ...........• ; • ,... : Im6 '�" O Q.
MCEPTIOW
EXIT -- b : O 102 <E rNO I E & 04
_ - SUITS — ;.. + „ u
1 �: T t
-- 1 EXISTING CE LING GRD LITE 4 ITEMS TO REMAIN
O 0 O 10he
_ -- 104 I I GRIDS, T
`J • • n • • DEMO OR RELOCATE LIGHT FIXTURE IF IS IN THE WAY OF NEW WALL
. .,'-�J CONSTRUCTION,
� VI
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W
Qc�inn� Tn P A DV IKirl
�--09 STRUGT - FLAN LEGEND5
URE 1-0
rim**NREFLECTED CEILING PLAN
6 EXISTING 2X4 CEILING TO REMAIN
Q
t SWITCH �
3 - 8
® EXIT LIGHT �—
8' MAX I 2 NEW OR RELOCATED 2' X 4' LAY-IN FIXTURE.
- v Z z
6' MAX. LATERAL BRACE AT 12' 0.C.__ 2 X 4 LAY-IN FIXTURE W/ EMERGENCY BALLAST. _Z Q O
� SUPPLY GRILL
MAIN MN14ERS OF AN 'INTERME:DIArF- DUTY' SUSPENSION SYSTEM l�JLu
AT 4'-0' O.C, SUPPORTED 'N' NEW
'R' RELOCATED Qul
'D' DEMO �
I. MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSION SYSTEMS
AT 4'-0. O.C:., SUPPORTED WITH NO. 12 WIRES AT 4'-0' O.C. (OR NO.
10 WIRES AT 5'-0' O.C.). HANGER ATTACHMENT SHALL SUPPORT 5X
CEILING LOAD, 50 LBS. MINIMUM. '^
2. CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR CROSS L
RUNNERS.
3. PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. UL
u'
4. HANGER SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER.
5. LATERAL BRACING SYSTEM TO BEGIN WITHIN 6 FEET OF PERIMETER
AND WITHIN 2 INCHES OF CROSS RUNNER INTERSECTION. (4)-12 GA,
WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES
FROM EACH OTHER IN PLAN AT AN ANGLE NOT EXCEEDING 45
—(2) FIXTURE 14AN5IN6 CABLES DEGREES FROM CEILING PLANE. BRACE AT 12 FEET O.C. EACH
AT OPPOSITE CORNERS
SPRING CLIP SECURED TO STRUCTURE WAY.
6. VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE
LOCATION. STRUT TO BE 3/4 INCH 50. RD. TUBING WITH SPRING
T-DAR LIGHT CLIPS AT EACH END AS MANUFACTURED BY ROBLIN PRODUCT
012 GAUGE SUPPORT WIRE CLIPS AT TWO CEILING GRID SYSTEMS, OR SIMILAR. CONNECTION DEVICES TO BE OF
0 45' EACH WAY DIAGONAL COMPRESSION APPROVED TYPE AND HAVE 1009x. COMPATIBILITY.
POST * 12'
COMPRESSION P CORNERS O.C. EA. WAY 1. AT HANGERS MORE THAN 116 CUT OF PLUMB, PROVIDE COUNTER
SLOPE HANGERS.
3/4'aO E DUTY
HEAV1 S. WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS,
� DUTY
• TUBING a PROVIDE A TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE
2Q i \ SUSPENSION FOR SPANS EXCEEDING 48 INCHES SHALL BE A
MINIMUM OF BACK-TO-BACK 1 1/4 INCH COLD ROLLED CHANNELS.
REVISIONS ,
/ 9. EACH ANCHOR TO STRUCTURE TO HAVE 100 LBF�. '11MMUM
WITHDRAWAL STRENGTH. - — ----- ---
CROSS RUNNER CEILING GRID- 10. LIGHT FIXTURE SUPPORT: - --� —
A, WITH 'INTERMEDIATE DUTY' SUSPENSION SYSTEMS, 12 GA.
HANGER WIRE AT HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS
X6PRW.s CLIP MAIN BEAM 45' FOUR WAYS \ WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE - - -- ---.----
TANDEM FIXTURES MAY USE COMMON WIRES.
SAFETY LADLE ATTACHED B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE -- -- "-
4 TO CEILING GRID FIXTURE ! (2)-12 GA. SLACK WIRES FROM THE FIXTURE HOUSING TO
COMPRE55ION TYPICAL BRACING HOUSING, THEN WRAPPED CROSS MAIN THE STRUCTURE ABOVE.
ROUND FIXTURE HAW_sING RUNNER RUNNER C. LIGHT FIXTURES IN EXCESS OF 56 LB°,. SHALL BE - ---- --
POST CONNECTION CAtBLE MIN. 4 TIMES
cg MAXIMU'1 LOAD - 3S4 LBB. SE:U� AT C`IAG SUPPORTED DIRECTLY �-ROM THE STQI.,ICTURE ABOVE,
CAPITOL TESTS - 191d D. ALL LIGHTING SHALL BE P0;,1 rIVELY ATTACHED TO —`�--
�C CORNERS NOT CONTAINING THE CEILING 8 USPENSION SYSTEM WITH TEE BAR
PATE VIlb7
LIGHT CLIPS OR SIMILAR DEVICES, FILE 35925 GD
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for "1 ENDED OEILINCA 3 LIGHT FIX 1 BARE SUFFORT ABOVE, AT 12' O.G. MINIMUM.
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