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I. CONTRACTOR TO VERIFY At L DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, INTERNATIONAL BUILDING CODE 2003 EDITION T-0 COVER SHEET fcw� J
` } s°C CONFLICTS SHOULD BF BROUGHT TO THE ATTENTION OF THE ARCH�IITECT BEFORE AMENDED BY THE STATE OF OREGON 2004 EDITION
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CONSTRUCTION. T-1 EGRESS PLAN
i' CONSTRUCTION TYPE: VII SPKINKLLU0 0
# r a.wylIW « 2. ALL DIMENSIONS FROM CENTER OF WA:L OR GRID UNLESS OTHERWISE NOTED. 1-2 DEMOLITION PLAN smogs
BUILDING HEIGHT: 1 tiTUKIFS � Z p
} 3. THE CONTRACTOR SHALL KEEP THE AREA,)F WORK FREE OF GARBAGE AND DEBRIS ON A DAILY T-3 NOTE PLAN
t BUILDING OCCUPANCY: B W{ w w
BASIS. T-4 DEMO/EXT'G RCP n
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4. UPON COMPLETION OF THE WORK, 11 it CONTF,ACTUR SHALL THOROUGHLY CIFAN TETE PREMISES j a 't9 AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE FOOTAGE: lU,!I�t6 U.S.F. T-5 REVISED RCP :E ._ N
! TENANT. ` O
t nu p OCCUPANT LOAD FOR TENANT IMPROVEMENT: 110 Th DETAILS uj
TELE CONTRACTOR SHAH WARRANTEE All PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED r 'n
UNDER THIS CONTRACT FOR A PERIOD OF ONE (1)YEAR, UPON COMPLETION OF CON IRACT. D
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ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE #%RCHITECT PRIOR TO u 'n Q
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4w( 7. ANY SUBCONTRACTOR DFS!C,NED ITEMS TO RE SUBMITTED TO AND APPROVED BY THE ARCHITECT U 6
d 1 PRIOR TO CONS IRUCIION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK, ce < �
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8. ANY ADDITIONAL WZAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SL-PPI.IF-D BY
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y. At 1. WORK LISTED, SHOWN OR IMP[IED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED _ I O Z
AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLI 55 NOTEDOTHERWISE. 11TE GENERAL NO-1 IS - C.ODE I N FORMATION DEFERRED SUBMITTALS �' �
GENERAL CONTRACTOR SHALL CL05ElY COORDINATE All WORK 10 ASSURE THAI ALL a
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SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S 1. At L CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WI IH THE INIERNA T IONAI BUILDING SPRINKLERS
' REQUIREMENTS. (ODF 2003 ED.TION AS AMENDFD BY THE STATE OF OREGON 2003 EDITION AND All OTHER STATE •-- _�—_�---
4 AND LOCAL CODE REQUIREMENTS THAT APPLY. LLECTRIC
10, ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR 10 PROVIDE ALL
DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONS FRUCTION AND 2• MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER 11.V.A.C.
PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR RE'/iEV%.'OF LOCATIONS PRIOR TO FMO.
Oft NA#0110,11""qIft
p CONSTRUCTION.
Ir
orrx+uNh� 3. AH EMERGENCY I IGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES
o 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH AND ALL OTHER REQUIREMENTS TO CONFORf�.TO OREGON STATE BUILDING AND LIFE SAFETY
i so"thh r MATCHING BUILDING STANDARD TILES.
4te,.rvw qs,.usw Sh` CODES.
12. PARTITIONS, DOORS, RELIES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. 4• FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY IHE I IRE MARSHAL. FIRE
`bi0e^n
Mot OW REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK.
EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE
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SIN ltrA�n * ��` FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET.
°20MWw h "'^`020°"lof,�^ 13. RFMOVF At L POWER SIGNAI, SWITCHING AND 01-IIER CONTROL ITEMS FROM WALLS TO BE
_1C1 N 1 TY MA[�
DEMO LISHF,L). 5. PROVIDE A SIGN READING "1 HIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"
�( ]` _ - ___ AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS.
,:Al[ N,' � _ 14. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS.
6. PROVIDE SMOKL DETECTORS F'ER FI!+L MARSHAII. REQUIREMENTS, THE INTERNATIONAL BUILDING r -1
15. ALI- NEW WALL OUTLETS TO BE AT 16" A.F.F. UNLESS NOTED OTHERWISE. CODE,AND THE INTERNATIONAL FIRE CODE. z
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16. CONTRAC-1OR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING
ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONT RACE OF LOW VOL[AGE CODE, SECTIONS 1006 AND 1011
L FSIGN AND INSTALLATION.
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8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING
17. R►_SWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING; PROTECTED
OPENINGS SHOUT D BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 LJJ
18. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNI ESS NOTED OTHERWISE. OF T Fit IN I ERNA I IIONAL BUILDING CODE.
REFER 10 THE FINISH SCH!LDULE FOR ALL FINISH MAI ERIALS. SUBMIT PAINT DRAW-DOWNS TO
ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. W r,4 J
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/ / / OWNER/LANDLORD: KG INVESTMENTS O C.) F"r
10240 SW NIMBUS AVE,SUITE LA U-
PORTLAND,OREGON 97213 U Q O O
CONTACT: KYLE LATTA
PHONE: (503) 59t3-9980 (/7
ARCHITECT: ANKROM MOISAN ASS(KL4TED MARK DATE
ARCHITECTS6729 SW - — `--
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• y ,, n n � ' -' � � - / /% / PORll/11 MACADAM, SUIT
DAM, SUITE 100 -
CONTACT:jlLL F
PHONE: 503) 245-7100
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c . FAX: (503) 245-7711)
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TENANT: SOFTWARE PROFESSIONALS
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DATE.: 10.10-06
_2 _ � SOB: 06238
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1. COMMON PATH OF EGRESS TRAVEL ISECIION 1013.3,EXCEPTION 1.1
MEANS OF F(;RE SS, INCLUDING THE EXIT D(SC'HARGE, SHALE BE ILL UMINATUDA I ALL THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY
71MES THIT BUILDING SPACE SERVED BY THE MEANS CN EGRESS IS OCCUPII D. GROUPS B, F,AND S, SHALL NOT BE MORE THEN ',00 FEET, PROVIDED THAT - —
THE BUILDING IS EQUIPPED THROUGHOUT WI'H AN AUTOMATIC SPRINKLER _
SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1
COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 20 FEE 1 `-
2. TRAVEL DISTANCE LIMITA1IONS, (SECTION 1015.1) - -
EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT TME MAXIMUM
t)ATE: �0-�0-06
FIRE & LIFE SAFETY PLAN LEGEND LENGTH OF EXIT ACCESS TRAVEL,MEASURED FROM THE MOST REMOTE --�- -
POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL JOB; 06238
AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL NOT EX(TEU
300 FEET. (SEE TABLE 1015-1) ���' CO.05623e -
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2700 A-2 ROOM SUMMARY TARCET COMPLIANCE:MAXIMUM TRAWL DISTANCE 180 FEET
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3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED(SECTION 1014.1)
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACF SHALL BE CO-- -
PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, COPYRIGHT ANKRUM MOISAN
PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS (SEE TABLE 1014.1)
ASSOCIATED ARCHITECTS 2006
THAN 1 FOOT-CANDLE (11 L 1X)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE
♦w w w w- MEANS TAF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDFD BY THE PREMISES COMPhAN(T: FXIT DOORS REQUIRED 2 QUANTITY f
♦ ELECTRWAt SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER COMPLIANCE:EXIT DOORS PROVIDED 6 QUANTITY EGRESS PLAN
SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THEAN 90 MINUTES ANS
b SHAI L COf 51ST CX STORAGE BATTFR!FS, UNIT FOUIPMENT,OR AN ON SITE GENERATOR. 4.TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1014.2.1, EXCEPTION 2)
THE INSTAL IATION OF THE FMERGFNC�POWER SYSTEM SHALI OF IN ACCORDANCE WITH WHERE A BUILDING; IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
7004 O.S.S.C. SECTION 27'02, PER 2004 O.S.S.0 SECTION 1006.3 SPRINKLER SYSTEM IN ACCORDANCE WIT'S SECTION 903.3.1.1 OR 90.3.3.1.2,
a THE SE.PERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS
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EXIT SIGN MAXIMUM OVEP,ALL DIMENSION DiA1Eh510N OF THE AREA SERVEDLf
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r O :OMPI IANCE: MAXIMUM SEPARATION KEQUIRED- 55 FEET
NEW TENANT PARTITION WALL COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 120 FEET
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-� :. M 3
ALIGN
1. Bit)ALL WALLS 10 Bl: IWVI W. BID All WALLS 1YI'E "B"AS ALIIRNA IL. -
-- -
?. F INIS11 All WALLS TO MATO I BUILDING STANDARD. I� a4M �AT� - - GF�IcI OFFICE OFFICE
CORRIDOR i z'U"CLR. 12'0"CLR. 5-11 3/4" LL9j ae 107
V
3. KE-USE EXISIIN(; LXX)KS, 1 RAMES AND GLASS WHEREVER POSSIBLE.
-ALIGN-/ & Q
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1 a 2 J
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1 � 0 4 N.
FLOOR. PLAN KEYNOTES -- - - ------- -- - Lu
.— DOOR SCHEDULE - ----- 114 3
--DOOR ------ _FRAME _ ---- FIRE----- -HDW - --- -- �---- - -- /a �a� w D fV J
1 S11(:,N NEW WALL WIIFI IDCA Of EXTERIOR WALL PANEL AS SHOWN. No. SIZE - - RATG TYPE DETAILS NOTES I OFFI E oV o � f-- (r!7 ('4
Q
TYPE MAI. FIN. MAT. FIN.
- --. --- ---- - -- ----__---- ------ -. - I 113 -OPEN oORK O n - - POLFI Z W Q1 Z
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__ - -
U Al l(,N NFW WAi l Willi I XISTING COI UMN. 103 3'-0"x 7'-0" C WD ST MTL CLR - 2 - - - `113' �`�
« " -- MTL CLR - 2 - / r� (!) O V)
02)OWNERPROVIDEUAND INS IAtLEDPOWIKR Pot IS- PROVIUtPoWEREQUAL 1(? 105 3-0x70 A WD ST _ ._.________..._. - _______:
(1;FOlIR-1'IEX, AI FVFKYf'(tWIRF'()lF IOGAfION. 1HONf/UAIh OlJI1Ft LCX.AIION - - - - `-_ - w Lu
W "'� W u'"
107 3'-0"x 7'-0" C WD S7 _ MTL CLR- 1 _
TENANT 10 SPECIFY IAWATION. ADD ADDITIONAL 10 FLET OF WIRE AT EVLRY -------- ---- - - -- - -- �� OF ICE 112 z m � O
L(X%1TION. 108 3'-0'x 7'-0" C WD ST MIL- CLR- - 1 - 112 ;
a °� a
109 3'-0"x 7'-0" C WD ST MTL CLR - 1 - -- - _- _ _
OPEN ° - co co Z LLJ
111 3'-0"x 7-0" /► WD ST MTL CLR _ � - - - 1 TO ABOVE
112 3'-0"x 7'-0" ---- A WE) ST MTL CLR - 1 - - - ` --
FINISH NOTES -- .- — -- -- — �� -- � -� Q
_ `�
113 3'-0"x T-0" A WO ST MTL CLR
114 3'-0"x T-0" A WD ST MTL CLR -- .��- u-
�'. 1. PAINT ALL WALLS NEW A EXISTING WITH BUILDING STANDARD PAINT. -- --- -
-- ---- u 4 �. cn f— CL U
y ' -115 3'-0'x 7'-0"-_- C WD ST MTL CLR 1 -
1. NEW CARPE 1 T11ROl1Gl li}iIT.MONTEREY'S BEST, GIUI DOWN INSIMLA110N• 116 3'-0"x 7'-0" C WD ST MTL CLR - 1 - - -- _- ---- - - -'
117 3'-0'x 7'-0" C WD ST MTL CLR 1 .--_-----_ _- -__-_ -_-
OFFICE
t. 4" CONTINUOUS RUBBER BASE THROUGHOUT,FLEXCO. BUILDING STANDARD. _ MAR
11� J K GATE
118 3'-0"x 7 0" - C WD ST MTL CLR --
t; i�41 4 fXT[RIOR WINDOW BLINKS AS-I5. R[eAIRI'REPLACE DAMAGED OR MISSING; BLINDS. _ _ _ --- ------_--_ I �- _ -
iiii 119 3'-0"x 7'-0" - B Wl? ST MTL _ CLR 1
C;.
S. NO 91 ANDS ON INTI RIOR WIN[)K' NE7WS, !l�1161f1 14"PlJ1-_ _ �
120 3'-0 T
"x -0" B WD ST MTL CLR - _- 1 --- - _-- --------,-- _
4
111 ' 3'0"x 7'-0" - B WD ST - MTL CLP.
122 I,'-U"x 7'-0" B WD ST MTL CLR 1
12.3 3'-0"x 7'-0" A- WD ST - MTL -CLR -�-- 2 -
/ �� O
A WD ST Ml
123A 3'-O"x 7'-0M11.
CLR - 2
/ - -._
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A: - 1 - -
_ _
123 3'-0"x 7'-0" 8 WD ST MTL CLR - ------ - - - - ---- - _-
/ 116 3'-(t'x 7'-0" B WD ST MTL CLR
127 3'-0"x 7'-0" B WD ST MTL CLR - - 1 --- _- -- --_ - DATE: 10-10-0606238
0-10-06 -
TYI'E-DOOR _ (gy:K D00R (TYPE DOOR 128 3'-n"x 7'-0" 8 WD ST MTL CLR - 1 0623 —
129 3'-0"x T-0" _ B WD ST MTL CLR -`— 1 FLOOR PLAN FILE:_--CD-05623d -
t DOUR NOTES•ALL EXTERIOR DOORS TO BE LUCKING. 130 3'-0"x 7%0" 8 WD ST MTL CLR
- i --- - 1 3 1/811-1 -0. DRAWN:EI
---- - ------ --- - --- -- - -____ -- - --- ---- CHECKED: IS
;r A 131 3'-0"x 7'-0" _- 8 WD ST_ MTL CLR-- - - - - _ -
�' OT 132 3'0"4 7'-0"-- B Wu ST MTL CLR- -- � --__ -_ -- -- -
HARDWARE GROUPS HARD !� ARE NOTES _ ASS')CI TFI ANKROTF M(72U%
.,...'_ -. -133 3'-0'x 7-0" B WD ST MTL CLR 1 -__-
ASS'X'IA1E1)AR(:HIIFCT5 2006
GROUP i -INTI RK]it PASSAG[ _ 134 3'0'x 7'-W -- 8 WD- ST -MTL CLR- ------ 1 - - FLOOR --
1 %'2 PAIR MUTTS- A 1(2' 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE - -------- ,- - - - - _ - -- ___--- _ 1-LOOR PLAN
It"Wit LOCICSI T-'PASSAGE' TYPE THE tXX)R STATIN(;: "THIS DOOR TO REMAIN
UNI O('KFL)WF IFN 90110TH i 15 OCCUPIFD" 136 3'-0''x 74)" B- WD ST MTL CLR 1 -
F LOOK$ P
GROUP 2-INTE�110%LOCKING-OFFICE 1, EXIT DOORS ARE OPERABIE FROM THE 137 3'-0"x 7-0" B WD ST MTL CLR
1 111 PAIR BUTTS- 4 1/2' INSIDE WI111OU1- THE US!OF A KEY, 138 3'-0'x 7'-0" B WD ST MTL - CLR - 1
SPECMI KNOWl F I KBE OR Ft)RCE. _ _ - ---------------- -
IEIll LCM"k.ET-'£ 112' 'TYPE -- --
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3. All HARF)WARE IS ADA CCWPI IANT
0GROUP 3 -INTERIOR LOCKING-STOREROOM
1 112 PAIR 8UTY5 _ - 4. PRO*Wlt* 18 GA. BACKING AT ALL WALL STOP
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0 PERMIT PLANS 10-10-0 6
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REFLECTED CEILING SYMBOLS � -- -
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IBJ
PRUVI[X BUIIDIN(� MANAGEMENT Wlfll AS UUII CKX:UMCNTATII)N/DRAWING ONLY. --- -'- - -`- ---
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AI COMPLEIION OF C•ONSIWC[ION. 1
:,. - .. , MARK DATE
X FXISTING SPRINKLER HEAD, SHOWN FOR LOCATION ONLY. I •` I
k (NOTE FOR EMERGENCY I IGH!S)
® ILLI IMINA TED EXIT SIGN
DATE: 10-10.06_
)OB: 06238
FILE CD-056230
DRAWN:EJ -
EXT'G/DEMO REFLECTED CEILING PLAN CIIEC.KED:IS
T-4 tie^•-1'-0•
COPYRIGHT ANKRUM MOISAN
?'
ASSO(:IAtED ARCHITECTS 2006
J
EXT'G DEMO
1
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CEILING FLAN
T-4
F
PERMIT PLANS 1010-06
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1. FXIS IINC, SUSP(NI)tD CIiIING SYS II M TO RT MAIN.
a ~-
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2. NEW OR UPGRADE EXIST1Nr IIGHTS TO MEET EMERC-JNCY PATH Of EGRESS LIGHTIN(; RELUC/1TED EMERGENCY 2X4 LAY IN FIXTURE _ X- - i .. - - - --
or PATH It I UMINATTON. - -s -
REQUIREMENTS,SEE EG...aS PIAN FOR OF _- 1 A.
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EXISTING 2)(4 lJ1Y4N FIXTURE TO REMAIN .-_- _ ._
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® ILLUMINATED EXIT SIGN -. = MARK dATC
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f
DATE: 110.10.06 --
r )d8: 06238-----
_Fill: CD4)S6236
DRAWN:EI
00 D: 15
REVISED REFLECJED CEILING PLAN ---
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A-,;S()CiATED ARCHITECTS 20M
REVISED
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PERPENDICULAR WALL
0 145(4 POWER ACTIVATED DRIVE I I - -------- -- - -- ------ '�� n
METAL STUD TABLE-MAX WALL HEIGHT PIN W/ 1 114 INCH EMBEDMENT AT ( I I Tio• Teel
VOWMA
sluu GACA ME) _MAX wAu IIEK:nT �ET O.C. MAX TO DECKSPAUW,
SIZE DESIGNATUN COMPOSITE N00"OAAPOSITE \\ I I • •
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25 3625 125-19 I f," 15' 1" 15 1" C---- I I �A j v0
• __ `7� Q
3 � 24' 13'-9" 12'-4' LATERAL W,*hLl- BRACING 4 FEET O.C.,
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16" EXISTING ALUMINUM WINDOW �� ` ``,,L`
24" 18'-6" 17'-1" SYSTEM ------ ---- \ WHEN REQ'D• I I V 1' O
• 23 600S 125-I8 16" 19'-9" - '-SOUND BATT 4 FEET --- TWO PIECE CLOSURE MULLION
6 -- STEEL STUDS®24"U.C. W/ GYP. BD. EACH SIDE OF PARTITION FASTENED TOP & BOTTOM. FINISH TO I I I.
24" 16'-9" .
20 600 S 125 33 16" 30'-10" 30'-1" �— EA. SIDE. \` / MATCH WINDOW SYSTEM.
ACOI!S11CAL CEILING PANEL I I (�
24" 27'-2" 26'-3" \ I I ! - -' 0
- - -�- --- --- -- -- --- - --- FIN. SILL BELOW- Z w
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Z U
NOTE: ALL SILLS TO BE INSTALLED \ BLOCKS VERIFY BEFORE INTERIOR WALLS, DU NOT CUT I I GANG
BEFORE INIERIOR W,"LLS. DO NOT - --
VALUES LISTED ARE BASED ON STEEL STUD MAN LA ACTURI'RS' ----
'--CASING g(Ap SILLS FOR MULLION CLOSURES OR WAl.I. I I (,� 7_ z
�— CUT SILLS FOR MULLION CLOSURES -. 0
ASSOCIATION(SSMA) TABLES FOR NON-STRUCIURAL - INTERSECTIONS. I I "'�
COMPOSITE SECTION IN IN'iERIOR APPLICATIONS (5 PST)WITH
I
OR ALL INTERSECTIONS. \ FASTEN RUNNER TO CLG SUPPORT AT 2 _ I ( - - _- �, Q
DEFLECTION 11k111 OF H/120. x �� FEET O.C.THRU NEOPRENE BLOCKS0
+ - — FULL TIT. STEEL STUD 0 FACE OF STEEL STUDS W/ GYP. BD. EA. SIDE. i i q 3
- SOUND BAIT ( W p
II EXISTING SILL STUD. 41 __ _ `` I O Z O
1. bAll1E5 FOR COMPOSITE SEC FION RfC2UIRF5 ti31NLb1t IM 1/2 II - °' I GYPSUM BOARD ( I ►_I I g
INCH THICK,GYPSUM BOARD ON BOTI I SIDE.W/M6
SCREWS AT 12 INCHES O.C. MAX, r ``--METAL STUDS, SEE SCHEDULE FOR I --- I I w a
- 050" ANODIZED ALUMINUM TO GAUGE, SPACING,AND HEIGHT li .050" ALUMINUM-FINISH TO MATCH I I i I 0
2. HEIGHT LINIIIS ARE LESS WHERE GYPSUM BOE:°. � MATCI I W'INLK)W FRAME, FULL.HT. � /�--� WINDOW FRAME FULL HEIGHT C�iF � y � _,, N
IS ON ONE SIDE. PROVIDE BLOCKING OR 0.1450 POWER ACTIVATED DRIVE PIN W/ 1 \ WINDOW. I ( a d1 - fn
STRAPPING ON OPPOSITE SIDE AND USE ! fU WI'VI�W. 1/4 INCH EMBEDMENT AT I I p 8 O
in
NUN-COMPOSITE SEC-I ION VALUES. 4 FEET U.C. MAX INTO DECK
--�_�_•��-- BLACK NEOPRENE GASKET WITH � I
-- NEOPRENE GASKET WITH ~``---ACOUSTIC SEALANT AT SLAB SEALANT EA. SIDE
--- - ACOUSTICAL SEAIANT EA. SIDE. —
NOTE:WHERE WALL HEIGHT IS GREATER THEN 9'-0", WALL AND GRID TO BE ���_____ NEOPRENE - C `)1 -�-- - --
INDEPENDENT. �— FIN. FLOOR H O
UNDERCUT DOOR AS REQUIRED lO OUTLETS z = p t7
WALL TYPE B STC 45 4 / CLEAR FLOOR FINISH ' ►n
. A + Q � It
MTL. STUD SCHEDULE z WALL AT WINDOW MULLION 3 PARTITION WALL TO GRID W/ALL AT GLASS DETAIL 5 STD. MOUTING HEIGHTen
N.1.S. 'e( WAII S(_WAllf •f-6 ,3"-1'.-1)" 08MIN01 T-6 1 1/z"-1'_0" NI(-WAII-I,P-N T-6 -3"-1'-01, (MII;WIrvt, T-6 3/4"- 1'-0" M,C:1�r+,�N1 � in
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STRUCTURE —�
20 GA.CONT. OPPOSITE CORNERS SECURED TO
DEFLECTION CHANNEL STRUCTURE, C9)
PAINT TO MATCH WALL TWO(2)MAIN r--_T
RUNNER LIGHT / IATERAL WALL BRACE --�
-- --- - - --------- SAFING INSUL. CLIPS AT OPPOSITF ABOVE CEILING,
CORNERS \ , ALTERNATE
--- DUCT WORK DIRECTIONS TO \`
STRUCTURE
--- - - -
- COMPRESSION POST AT
X1`22 FEET U.C. EACH WAY.
V
-- BLOCKING
- EXISTING CEILING
: .., CEILING
--- SOUND BAT INSULATION A"M.
HANGER WIRE AT 450 � � � � fi V
FOUR WAYS
SAFETY WIRE ATTACHED TO MAIN RUNNER, 'J ,NII
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SIDE(STAGGERED)-1 LAYER® WRAPPED AROUND FIXTURE
OPP. SIDE OF WALL FIANG114G WIRE MIN. FOUR LJJ
TIMES. SECURE AT DIAGONAL
CORNIRS NOT CONTAINING CROSS RUNNER.
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TYPICAL EIKACING CONNECTION (� t� Q
BASE- PER FINISH SCHEDULE Z �
NOTE: LATERAL WALL BRACING: IN LIEU OF
0.1450 POWDER ACTIVAIED DRIVE REQUIREMENTS ARE FOR LIGhT FIXTURES WEIGHING 56LB OR iESS. LIGHT FIXTURES 9RACING ABOVE CEILING PROVIDE LJJ W
—_ PIN W/ 11/4"EMBEDMENT AT 4'-0"O.C. WEIGHING MORE THAN 5618 TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. ADJACENT WALL FRAMING FOR LATERAL U z S�J
MAX INTO CONCRETE DECK.
SUPPORT OF WALL. C/') < O V
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LIGHT FIXTURE SUPPORT � WALL LATERAL BRACING z co ce a
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MARK DAT C
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DATE: 10-10-06_
,08-- 06238
T I L E: — CD-056238
DRAWN:El
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