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GENERAL NOTES - CONTRACTOR INFORMATION BUILDING/CODE INFORMATION DRAWING INDEX < zull
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, INTERNATIONAL BUILDING CODE 2003 EDITICN�I T-0 COVER SHEET d
` CONFLICTS SHOULD BE BROUGHT TO THE ATTENTaG:N l-W THE ARCHITECT BEFORE AMENDED BY THE STATE OF OREGON 2004 EDITION
, s^ HCONSTRUCTION. T-1 DEMOLITION PLAND AND FLOOR PLAN 8
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CONSTRUCTION TYPE: v+
s 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. SPRINKLERED T-2 DEMO REFLECTED IECTED CEILING PLAN AFID REFLECTED CEILING PIAN
Y :, 0
BUILDING HEIGHT: 4 OC v+ <
3. THE CONI RACTOR SHALL KEEP T HE AREA Of WORK FREE OF GARBAGE AND DEBRIS ON A DAILY T-3 DETAILS O 0 3
BASIS. BUILDING OCCUPANCY: 8
T-4 FINISH PLAN w O
4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES
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`, ,�s `�� �• ;�,;;, ^`,.,�„ AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE !S READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: 1,206 U.S.F.
TENANT,
OCCUPANT LOAD FOR TENANT IMPROVEMENT: 12
5. THE CONTRACTOR.SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED ui
UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT.
�6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO U '-
` IMPLEMENTATION. ua
7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT Y 3 Z
PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK V
11. ANY ADDITIONAL DRAWINGS AND SPFCIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY
THE CON TRACTOR.
9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED
AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE
DEFERRED SUBMITTALS
V9ET AND THAT ALL WORK IS CONE IN CONFORMANCE TO MANUFACTURERS _
NERAL CONTRACTOR SHALL CLOSELY COURDINAI�E ALL WORK TO ASSURE THAT ALL
SCHEDULES ARE, a •
REQUIREMENTS. ELECTRIC
._ 2. HVAC
y^( '� 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL
DOCUMENTATION INCLUDING SHOP DRAWINGS THAI ARE NECESSARY FOR CONSTRUCTION AND 3. SPRINKLER
PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO
i 1x 1 k s. CONSTRUCTION.
11 D AND TILES REPLACE DAMAGED CEILING TILES WITH
�•, i :. , ", , ' CLEAN AND REPAIR EXISTING CEILING GRID
� MATCHING BUILDING STANDARD TILES.
�` " M ` 12. PARTITIONS, DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED.
i, 4+ REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK.
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13. REMOVE ALL POWER SIGNAL, SWITCHING AND OTHER CONTROL ITEMS FROM WALLS TO BE
/TN\VICINITY MAP DEMOLISHED.
SCAM hiy 14, EXISTING ELECTRICAL OUTLETS IN EXISTING; WALLS TO REMAIN AS IS. Ln
15. ALL NEW WALL OUTLETS TO BE AT 16"A.F.F. UNLESS NOTED OTHERWISE. N
16, CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF W
ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE
DESIGN AND INSTALLATION. 7
+ 4
17. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. � O
16. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE.
REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAWDOWNS TO <
ARCHITECT FOR APPROVAL PRIOR TO APPLICATION.
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GENERAL NOTES - CODE INFORMATION PROJECT TEAM z L
1. ALL CONSTRU4;,TION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL. BUILDING BUILDING ADDRESS: TIMES SQUARE OFFICE BUILDING < ca
CODE 2003 EDITION AS AMENDED BY THE STATE OF OREGON 2004 EDITION AND ALL C:HER STATE 6975 SW SANDBURG STREET z
AND LOCAL COIF. REQUIREMENTS THAT APPLY. TIGARD, OREGON 97223 u � Q
AREA OF WORK - SUITE 250 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER OWNERAANDLORD: AMERICAN PROPERTY MANAGMENT CC*P. � O
FMO. 2154 N.E- BROADNVAY � � '� W
PORTLAND, OREGON 97232 ..�.
3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES CONTACT: MARCIA RE15 cx
AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STA 9UILDING AND LIFE SAFETY PHONE: (503)281-7779
CODES. io% (503)460-2616
4. :IRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY*THE FIRE MARSHAL. FIRE ARCHITECT: ANKROM MOISAN ASSOCIATED MARK DATE DESCRIPTION
/ EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE ARCHITECTS
j� FEET OF FLOOR AREA WITH A MAXIh LOM PATH OF TRAVEL OF 75 FEET. 6720 SW MACADAM,SUITE 100 —
PORTLANO,OR 97219 --
/ 5. PROVIDE A SIGN READING,; "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" CONTACT:)ILL SABIN
AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. PHONE:(503)245-7100
FAX: (503) 245-7710 _
6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAI. BUILDING
/ CODE, AND THE INTERNATIONAL FIRE CODE. TENANT: OREGON BUSINESS ASSOCIATION
7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING
CODE,SECTIONS 1006 AND 1011
\ 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING
WALLS ARE REQUIRED TO HAVE A FIRE"RESISTIVE RATING AND WALLS REQUIRING PROTECTED �- �% ��
OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 Applaud...... --- - --
DATE:
S � OF THE INTERNATIIONAL BUILDING CODE. ��,� Candki�lty►Appored.............o( � ----6.12.06
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MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE,SHALL BE ILLUMINATED AT ALL
TIMES THE BUILDING SPANS OF EGRESS IS OCCUPIED.CE SERVED BY THE MEA9 OF
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t WORKICU"Y PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION FHALL NOT BE LESS
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OFFICE
252 MEANS OF EGRESS ILLUMINATION 5HALL NORMALLY BE PROVIDED BY THE PREM;iSES
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r-2 33 ELECTRICAL SUPPLY. IN THE EVENT Of A VWER FAILURE,THE EMERGENCY POWER V U
1 t0U B SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THEAN 90 MINUTES ANS
{ SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT,OR AN ON SITE GENERATOR Z
<n 1 100 8 THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL NE IN ACCORDANCE WITH Z
OPEN WORK 2004 O.S.S.C. SErTION 2702, PER 2004 O.S.S.C.SECTION 1000.3
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1 100 8 255 EXIT SIGN
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1 100 8 NEW TENANT PARTITION WALL TO UNDERSIDE OF CEILING
EXISTING WALL TO REMAIN
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1.COMMON PATH OF EGRESS TRAVEL(SECTION 1013.3,EXCEPTION 1.)
/ \ THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY
GROUPS B.F,AND S, SHALL NOT BE MORE THEN 100 FEET,PROVIDED THAT 0
THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 1
SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 < ry1
W 0CON V)COMPLIANCE:MAXIMUM PATH OF EGRESS TRAVEL.- 56'-1" N
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2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1015.1) V
' ® EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM < ®L
LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE MOST REMOTE Z W
® POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL 0 Z
AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED in
300 FEET. (SEE TABLE 1015.1) Z W
OOMPU ANCE:MAXIMUM TRAVEL DISTANCE- 125'-3" < W Z)
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3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1014.1) V , � Z
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE W o O
PROVInED THE OCCUPANT LOAD OF THE SPACE EXCEEDS S0,
(SCE TABLE 1014.1) :2 Lm < V
COMPLIANCE:EXIT DOORS REQUIRED- 2 y■ N u
% COMPUANCE:EXIT DOORS PROVIDED- 2 Imm � O
j 4.TWO EXITS OR EXIT ACCESS DOORWAYS. %SECTION 1014.2.1,EXCEPTION 2)
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC MARK DATE DESCRIPTION
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, _
THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS
DOORWAYS SHALL NOT BE LESS THEN ONE-THIRD OF THE LENGTH OF THE
e MAXIMUM OVERALL DIMENSOON DIMENSION OF THE AREA SERVED. -
�/ COMPLIANCE:MAXIMUM SEPARATION REQUIRED- 41'-0' --
rb COMPLIANCE:MAXIMUM SEPARATION PROVIDED- 70'-11• - ---
EGRESS PLAN - 2ND FLOOR LNATE: 6.12.06
103: 063778
FILE: CD-SIFT
DRAWN: CH
CHECKED: 1S -
COPYRIGHT ANKROM MOISAN
ASSOCIATED ARCHITECTS 2000
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DEMOLITION PLAN FLOOR PLAN
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DEMOLITION PLAN GENERAL MOTES FLOOR PLAN SYMBOLS FLOOR PLAN GENERAL NOTES �-[A� `DWARF NOTES HARDWARE GROUPSFZ)
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I. DEMOLITION CONTRACTOR IS NOT TO RLACIVE ANY STRUCTURAL ELEMENTS � 1- ALL PARTITIONS TO BE INSULATED ripE B UNLESS NOTED OTHERWISE-REFER TO
WITHOUT P'RiOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. --- EXISTING WALL TO REMAIN SHEET T-4 FOR WALL DETAILS. GROUP 1 - INTERIOR PASSAGE V j <
1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE 1 1/2 PAIR BUTTS-4 1/2" � (�
THE DOOR STATING: "THIS DOOR TO REMAIN
2. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. - -_ -' - WALL OR ITEM TO BE REMOVED 2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESSUNLOCKED WHEN BUILDING IS OCCUPIED' LEVER LOCKSET-"PASSAGE'TYPE W M
HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS , ^ NOTED OTHERWISE. FLOOR STOP
THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR
TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO 3. PROVIDE BUiLOING EXIT DOORS ARE OPERABLE FROM THE GROUP 2. -INTERIOR LOCKING -OFFICE ce w 1'-J
MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS INSIDE WITHOUT THE USE OF A KEY, TTS-4 1/2"BUTTS r � 1�
PERFORMING WORK.FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING NEW INSULATED PART,110N WALL T� AT COMPLETION OF CONSTRUCTION. SPECIAL KNOWLEDGE OR FORCE. T -"ENTRANCE"TYPE V
REJECTED BY TENANT OR ARCHITECT. TO LZ:' GRID LEVER 1 1/2 PAIR
BU
B FLOOR STOP
3. DISMANTLE AND REMOVE ALL ITEMS AND CONSTRUCTION WHICH ARE NOT TO BE 3. ALL HARDWARE IS ADA COMPLIANT. :D Z
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IWLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. GROUP 3-INTERIOR LOCKING -STOREROOM (� � Z
GLASS RELITE 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP 1 1/2 PAIR BUTTS- LOC
LOCATIONS, IF APPLICABLE. a u
4. CARE SHOULD BE MADE IN CAPPING OFF All UNLISFD ELF-CTRICAL AND PLUMBING LEVER LOCKSET-"STOREROOM"TYPE :z w N
FEEDS.WHERE P05SIBLE ALL ABANDONED UTILITY rFEEDS TO BE REMOVED BACK TO OFFICE ROOM NAME FLOOR STOP
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THE SOURCE OF ORIGINATION. 100 ROOM NUMBER F LOO R PLAN KEYNOTES (A 0
5. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUN-HONING EQUIPMENT BUILDING STANDARD
THAT 15 TO REMAIN. REMOVE THEM HACK TO PANELS.ALSO REMOVE CON'K)ITS O KEYNOTE �� INSTALL NEW WINDOW IN DOOR TO MATCH EXISTING BUILDING STANDARD. -� -�-- ----- W � � O
WHERE POSSIBLE. t--/ T
DOOR SCHEDULE __ °L
6. CARE TO BE TAKEN DURING WALL DEMOLITION Whin' NEW WALL CONSTRUCTION 2 DETAIL. OR SECTION REFERENCE O INSTALL NEW BUILDING STANDARD DOOR WITH RELATE. _ UJ
IS PROPOSED TO INTERSECT OR JOIN EXCTIEIG OR ADJACENT CONSTRUCTION. T' DOOR FRAME - (i H a
O RELOCATE EXISTING THERMOSTAT. // No. SIZE `-
7. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAf 308 NEW DOOR TAG i O TYPE MAT. FIN. MAT. FIN.
AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE 225 3'-0"x 7-0" A WD ST MTL CLR
MATERIALS AND RUBBISH DURING THE ENTIF,E CONSTRUCTION PERIOD. kEMOVE -+ MARK DATE DESCRIPTION
CRATE /A.T
S,CARTONS,AND OTHER FLAMMABLE WASTE MEMAI.S OR TRASH FROM A �' 253 3'-0"x 7'-0" A WD ST MTL CIA -
THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SO-,AFTS, WALL TYPE 236 3'-0"x T-0" A WD ST Mn CLR
CHASES,FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LETT FREE
OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS,EXTRANEOUS CONSTRUCTION � NEW DUPLEX RECEPTACLE
MATERIAL, DIRT,AND DUST. wmmmmmm -" - -
DOOR
8. CONDUCT DEMOL'TIJN TO AVOID DAMAGE TO EXISTING BUILDING SHELL 'd NEW WALL VOICE/DATA OUTLET- ORPE - ------
STRUCTURE.LIASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL MUDRING AND PULLSTRING ONLY
STRUCTURE APPEAPS TO BE IN DANGER. WALL SURFACE MOUNTED THERMOSTAT -_-
9. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE FINISH PLAN GENERAL NOTES -
LIMITS UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAJN.WHETHER TO -"-
DEMOLISH AN ENTIRE WALL TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION.
1. REPAINT EXISTING PAINTED WALLS USING ONE(1)COLOR OF LESSEE SELECTED
RODDA COLOR PAINT. COLOR TO BE SILVER PLUME N 8443. — ---- ---------
DATE:_ 6,12.08
ABBREVIATIONS�SnA� 2. RECARPET PREMISES USING BUILDING STANDARD CARPET AND COVE BASE. COLOR
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DEMOLITION P LA N KEYNOTES E - ' TO BE NIGHT CLASSES X527. COVE BASE TO BE TWEED#50f1 --
N -NEW
R -REMOVED FILE: _ CD_SET
OH DEMO OPENING FOR NEW BUILDING STANDARD WINDOW IN DOOR. RL -RELOCATED+44" -MOUNTING HEIGHT AFF.TO t CHECKED:DRAWN: CH
D -DEDICATED
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COPYRIGHT ANKROM MOISAN
ASSOCIATED Ai!CHIIEC,TS 2.008
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CEILING SYSTEM TO I+ EXISTING BUILDING STANOARD 2 x 4 LAY-IN FIXTURE 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS
' NOTED OTHERWISE.
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Z
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COMPLETION OF CONSTRUCTION.
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METAL STUD TABLE-MAX WALL HEIGHT U240 �� V
SECURE ► 3 HANDLE APPLIED LOADSMD SIZE sTua atsicrunoN �P�aNc MAX w�ucfrr TWO FIXTURE HANGING WIRE AT O
SEE SCH'.DULES FOR APPUVED C044KWTE SECTION NONCOMPME SECTION OPPOSITE CCI�NERS SECURED TO
ATTACHMENT DEVICES.COORD. 3 5/8 16 14.4 17'-6" STRUCTURE 9 MARK DATE Dt3t�IPTION
362 S 125-18 "
\\ WITH AHI FOR SPECIFIC REQMENTS. 24" 13'-5" 10'-10" TWO(2)MAIN '
�\ LATERAL WALL BRACE 20 362S125-33 16" 16'-5" 15'-6"
\\ UNDERSIDE G,STRUCTURE RUNNER LIGHT
ABOVE CEILING, ��,� 24" 14'-9" 13'-6" CLIPS AT OPPOSITE
LATERAL WA d BRACING 4 FEET O.C., ALTERNATE �` v 6" 25 6005125-18 26" 16 '-9" CORNERS _
ALTERNATE DIRECTIONS TO STRUCTURE DIRECTIONS TO
WHEN REQ'D. STRUCTURE PER ASCE 20 1600 S 125-33 16" 24'-6" 23'-11MIN " ---
SOUND BATT 4(FEET 7-05 SECTION 13.5.8.1 24` 21'-7"! 20'-10" ,
COMPRESSION POST AT
VALUES LISTED ARE BASET?ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES 12 FEET O.C. EACH NAY.
EACH SIDE OF PARTITION FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE SECTION IN INTERIOR SU -
SUSPENDED CEILING SYSTEM APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U240.
NEOPRENE FOAM TAPE CONT. BETWEEN 1. VALUES FOR COMPOST TE SECTION REQUIRES MINIMUM 1/2 INCH THICK.GYPSUM
BLOCKS BOARD ON BOTH SIDES W/06 SCREWS AT 12 INCHES O.C. MAX. - --"`-
CASING BEAD 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING
----FASTIrN RUNNER TO CLG SUPPORT AT 2 OR STRAPPING ON OPPOSITE SIDE AND USE NON-CONIPOSITE SECTION VALUES.
FEET O.C.THRU NEOPRENE BLOCKS ,,�' CEILING WIRE ATTACHEMENTDATE: 6.12.09
HANGER WIRE AT 450
`SOUND BATT CONSTRUCTION TYPE FASTENER — FOUR WAYS \ JOB: 063778
WOOD _ 1/4"X 3"SCREW EYES FILE: CD SET
GYPSUM BOARD p STEEL DECK PRE-DROP WIRES,CMI DC1 OR OC 2 1/4"
SAFETY WIRE ATTACHED TO -r�+ MAIN RUNNER, Q1 DRAWN: CH
rte~ -METAL STUDS,SEE SCHEDULE FUR '� METAL DECK SCREW EYES. CEILING GRID FIXTURE HOUSING,
GAUGE,SPACING,AND HEK;HT POST TENSION PRE-DROP WIRES,EMBEDS, 1/4"X 3/4"METAL WRAPPED AROUND FIXTURE CHECKED: IS
HANGING WIRE MIN.FOUR
CONCRETE HIT ANCHORS
0.1450 POWER ACTIVATED DRIVETIMES.SECURE AT DIAGONAL
PIN W/ 1
1/4 INCH EMBEDMENT AT POURED IN PLACE PRE-DROP WIRES,EMBEDS, 1/4"X 3/4"METAL CORNERS NOT CONTAINING CROSS RUNNER COPYRIGHT ANKROM MOISAN
4 FEET O.C.MAX INTO DECK.REFER TO PARTITIONS CONCRETE HIT ANCHORS _ MAIN RUNNER LIGHT CLIPS. CONNECTION ASSOCIATED ARCHITECTS 2008
TYPICAL BRACIN
STRUCTURAL FOR SPEGFK:INFORM. _/ NOTE:THIS TABLE IS PROVIIIED TO GIVE GUIDANCE FOR ALTERNATIVES;FOR OTHER STATES
ACOUSTIC SEALANT AT SLAB LATERAL WALL BRACING: IN LIEU OF VERIFY WITH AHI. NOTk:
BRACING ABOVE CEILING PROVIDE REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES
ADJACENT WALL FRAMING FOR LATERAL WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. DEMOLITION
OI SUPPORT OF WALL. RCP AND
WALL TYPE B STC 45.49 RECESS" MOUNTED
REFLECTED
PARTITION WALL TO GRID 12 WALL LATERAL BRACING 13 SCHEDULESrl4 LIGHT FIXTURE SUPPORT CEILING PLAN
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