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Plans (16) BU P2016 - 00204 RECEIVED MAY 21 2016 CDS-.) '` TENANT IMPROVEMENT forITYOFTIGARD BUILDING DIVISION #3082 v. MARTIN W. HANSON F FINANCIAL PLANNERS NORTHWEST - ` BUILDING LOCATION liall& rficLACKAVAS, OREGON * itQTO PORTLAND CARMANRD. /, /� çjv PROJECT NARRATIVE PROJECT CONSISTS OF MINOR ALTERATION WORK TO 1 ,812 SF OF EXISTING OFFICE TE--; 1-1-4-% a = ,_ I� P =i ,. PROJECT # 16300 SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, I I I I i I I - I , c16 if , DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. ( 11I1I . �yy� ,%> fl - q U OT141 11111161„ wits* i 7IllfLc �9 w F @ -'----------7--„"has millItii; ) H * C\I a o WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT z - _ -lit o ��s. _ >- 0 W cc , FIRE PROTECTION SPRINKLERING ri 1 5 j II j 11_12 HEATING, VENTILATION & AIR CONDITIONING WORK : I4 !1 .Vjt 'et_•1-4* PI " Ill Olf --- -- ‘‘, " . . C\1 h- a ELECTRICALWORK, BOTHLINEVOLTAGEANDLOWVOLTAGE , �� z00 C-ON o N Z � ° 44 NN - (ThLOCATION MAP z z (Do m pt. DRAWING INDEX A- ) SCALE 1 " = 600' z I- o Q 0 0 v OC � � �� Q A-1 GENERAL INFORMATION Q LL0 O = X 0. CITY OF TIGARD r 0_ EL LL A-2 DEMOLITION PLAN & NOTES REVIEWED FOR CODE COMPLIANCE Q A-3 PARTITION & POWER PLAN & NOTES OTC:velli t LI A-4 CEILING PLAN & NOTES Address: 6i1 ',, , rstS C D Address: �����• ��t� �► ,,1 A-5 SPECIFICATIONS suite# ,`nk Dam ( L1J A-6 DETAILS dwccri ah.\ k = 0 AREA OF WORK OFFICE COPY I 1 N 0 � * �_ ra z z BUILDING INFORMATION r = •— --ine #250 ía • . 1 - . CC U BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. I • P "[ L1J W O N 15350 SW SEQUOIA PKWY #300 n I illiS z 1- Q N PORTLAND, ORE 97224 -ii. -r' 'isE It �— Q ,.. m� Amid _ __ _= jr. isaINV _I 0_ v (503) 624-6300 (PHONE) a A...R.,m d " m,��... CZ W 0 ........m -' 1 _J0 W1� ���31F . ._ _a [^I^7 �[�.[1uPiifi1 #220 k2W _:; (503) 624-7755 (FAX) - ^ MP al iN q2,0 o z BLDG. #: PCC BLDG. #17 (pcc241 ) sm. Elk I �+ U 0 CO < , up amyl. , w = 1 O J U Q - Lo I- CONST. TYPE.: TYPE II/ONE HOUR SPRINKLED I. It I ill I� a z Q O 1 co cc V, I--I 0_ T 0_ TENANT INFORMATION L . i � i i _ar eillear TENANT: FINANCIAL PLANNERS NORTHWEST : , ibig REVISION - . In limi; . — OCCUPANCY: B CITY OF TIGARD 1 Approved by Planning 2 FLOOR AREA: 1 ,812 SF OFFICE Date: G it � a Initials: ntib DATE : 06/16/16 / 2\ BUILDING PLAN ZED PERMIT/BID SET 1°\- ' SCALE 1 " = 40' A- 1 0") "4/1? ce\\. 0 113082 . MARTIN W. HANSON F2) • Ir / .s. rJl C ICKA AS, OREGON , ^ 1 1 D2 1 I _ ll lI I I I II I I I ,Ir�® 0-%S)C I L J I iii LI _ _ _ D4 ° ` PROJECT # 16300 re L J F- 0 o , D k _ _ Ay fi2 _ _ _ 4 CD T TT\ m I I-- * C\I a D1 ,iii I • L . _ >- U0 W D2 \\ U Q a II ) I IIC\I H a I ILopi I i��� Q a- 'd" 0 ra. v LJ�-7- L ..1`7- LJ�7- Lc= = = 1 X11 1- 0 D2 /� oO � OLD * a mgr - '' U) D � o �coi z H in -k--_-„ , I , CD2 = c CV CV Jrr C W. 11 Z a) (0 :.,11 Ft C_ -:2 HO pc OE- 0O Q � � Lin0., , L° 2 Ri_< ...-\ 1 _j_ r„..) ...__i____ ) LLJ cj c_ ) rr I Co H x ,� z z > A - - o - W LJ LJ 0 A - - - - r rr. U d- C I-- L_ u W W N � � � 07 0_ ° W0 o < viz DEMOLITION NOTES: ._33 crr T W z E. O Q al REMOVE EXISTING PARTITION & DISPOSE OF; p __ U P 5 D2 REMOVE EXISTING FLOOR FINISH & BASE- PREP WALLS FOR NEW LI_ 0_ r 0_ BASE INSTALLATION; 2 REMOVE EXISTING DOOR/FRAME/RELITE AND SALVAGE FOR REVISION REUSE; D4 REMOVE EXISTING CABINETRY AND DISPOSE OF; 1 . 2 . cli) DATE : 06/16/16 DEMOLITION PLAN PERMIT/BID SET SCALE 1 /8" = 1 '-0" A- 2 01) -4/Ve 4 #3082 Q . MARTIN W. HANSON ---5 'r BUDGET FINISH MATERIALS U . U. z C CKA�IAS, OREGON , _ ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. • Cnr LXV J Q It X CARPET LOOP PILE: f N , f' LP LP-1 MOHAWK GROUP CROSS KNIT BC375 / B1375 - 859 FOUND OBJECT, e OF ORS)Cs.- _........ ____ _ ...... ....._ X OOFFICE 3 X UA QA H DIRECT GLUE WAITING 203 Li -� PROJECT # 16300 201 [J XON — - - — J BASE ® O © X CONFERENCE o � 4 ► / RF BURKE MERCER 4" FLAT RUBBER BASE , 071 BLACK / BROWN AT ALL to X X O (\ 204 /) O ► T CARPET AREAS U O la X X 7,U OFFICE 2 C 4 W o . F F x X _ - r XXXXXXXXXXXxXXX X�F 0 X O 205 PAINT: I- N ALIGN X O _,,, ,� ,, ,�X © �._i PT-1 MILLER 110-4 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX = >_ 0 W PT-2 MILLER 110-4 ACRO PURE ULTRA-LOW VOC 0233 DEEP MARSH, SATIN LATEX ( a a Th° . DOORS HARDWARE AND FRAMES < c\I I` 0 1 OPEN © XxXXXXXxXxXXXXXXXxxXXx HARDWARE 605 POLISHED BRASS Q N T C 202FRAMES PAC RED 0 0 O L a 0 0 cn � � � � z I- z Wo N o N D D D OFFICE 3 ► ABBREVIATIONS Q - d- 4 J 0 n . 0 I U r 206 C E (E) EXISTING I 0 NCV L l J_c 1l 1 ETR EXISTING TO REMAIN / EXTEND TO ROOF z z (DE,-,) E m in 0 O O HM HOLLOW METAL 1- 0 Q 0 0 [] -- - LP LOOP PILE CARPET CC 01 Lo 0 N (N) NEW Lif L00 ZX - - J 0 PGWB PAINTED GYPSUM WALL BOARD T 0_ W E.P. 0 TELEPHONE TUU PL-# PLASTIC LAMINATE 4 i j C_ _r-) K11 p 01-1-> BOARD D D 54 PT-# PAINT r j II C RC RUBBER BASE COVED I J RF RUBBER BASE FLAT W (_ ) BREAK- SAT SUSPENDED ACOUSTICAL TILE ,J VCT VINYL COMPOSITION TILE 207 WBC WALL BOARD CEILING I- 1-- O WW WINDOW WALL I W o I- - Th_. X cji GFI GFI z 4G �5 C� W —IL I U - - ' CU U r U Y C = 01 W WAN CONSIRUCIIONLEGEND Q Q 0, ° 0C �, h _ I 1 EXISTING TO REMAIN 0_ cc CW 0 • —I O I = EXISTING TO BE REMOVED O Q o z r = Kxxxxxxxxxxxxa El \ NEW STANDARD WALL WITH INS. UUPLAN NOTES: -. W Z LL p -I O z NEW CEILING HEIGHT PARTITION W/ SOUND ATTENUATION INSULATION; © NEW DOOR/FRAME(/RECITE); DUPLEX RECEPTACLE 0 � I a LL < r 0 0 RELOCATED DOOR/FRAME(/RELITES); 4 NEW DUPLEX ELECTRICAL OUTLET AND ADJACENT MUD-RING W/ PULL 0 FOURPLEX RECEPTACLE STRING; REVISION 0 NEW CARPET AND BASE; DEDICATED OUTLET 6 PREPARE WALLS AND PAINT; 1 � ® EXISTING ELECTRICAL TO REMAIN Cot FLOOR MONUMENT W/ SERVICES SHOWN 2 . PARTITION POWER PLAN "� SPECIAL OUTLET DATE : 06/16/16 0 O TEL/DATA MUD RING WITH PULL STRING PERMIT/BID SET SCALE 1 /8" = 1 -0 2 r ELECTRICAL PANEL A- 3 3 OD 44t) 4. #3082 MARTIN W. HANSON ?t-TS. L-. tr co C GRANAS, OREGON „�� P u Ca , re _ _ it } L1 ! r , / �I � I \ é' (Th' O - 1. • J� 0 X SII IIH PROJECT # 16300 c1 X >< / X O Ca x x >< ' n-ctiv\-71 x - X „ ,,,,_ 0 U o x -X po3/41J=1-, • W ter}. _ II- C3 X 1 * N a , xx ,--„, ss `\ xxxxxxxxxxxx�cxxxxx�i C3 ›6‹ X _ U0 III . I II � I I I Xx . uuu� \ —y ark Iii rsi ��� / � Y a � ��-1 ,VRJ Le moi \\ . ......, ,.......,- ,"!„,, ,,I ` ,� z. A • ..:....• Q fit 0 1 I / N N a _ _ _ _ _ — a I ',•� � '� _ - - - • `// illlllllllilllllliu,: ����� O O 0 0 ter_ _�, nullll�l� iiiiw,. - , xxxxx xxxxxxxxxxxxxx co D O L!7 (5 I- • X Ifilr:47; . - . X \ 0 \* z os co ,N _z al LLI ci et"; >< _ = U) 0 N N J rr rr E �- �- 00 Q � DIM ...-, .-.... L-i 2 ?:•( ai wx __ 4 ..----)..., . •. ./‘ < CY) ((;) •••••,'%,. ...• Q _____, C _0 , r j C_ 1'' ` LJ U II,j CI ) pz �Th_ UU fej)--- 1 IFJ _ `D U _iL1 A A 0 _ G LLJ � QN E J c - -LJ CONSTRUCTION LEGEND z <cc O � K -- 2 X 4 FLUOR. FIXTURE 0 PARABOLIC LENSE cc O Cn Q 2 X 4 FLUOR. FIXTURE PLI U z CEILING WORK SCOPE PARABOLIC LENSE/STEADY BURN BALLIST C 0 U) Q REMOVE EXISTING LIGHT & RELOCATE; `J RECESSED INCANDESCENT LIGHT ON RHEOSTAT (TYP.) U Q LO U O or) CC • NEW LIGHT LOCATION- MATCH EXISTING; gLi — C3 RELOCATE EXISTING HVAC/SPRINKLER HEAD; SUPPLY DIFFUSER vi U-- n- T- a. U X NEW HVAC; / RETURN DUCT REVISION R NOTE- EXISTING CEILING SYSTEM TO REMAIN AS-IS 0 THERMOSTAT 1 . 2x2 TILE • SPRINKLER HEAD 2 . 9 EXIT SIGN (LED RED) N DATE : 06/1 REFLECTED CEILING PLAN i «,�:. HORN/STROBE FIRE ALARM PERMIT/BID SET SCALE 1 /8" = 1 '-O" FER FIRE EXTINGUISHER IN RECESSED CAB. A- 4 <Op L 01 GENERAL DATA 09 FINISHES N, 1 . ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING GENERAL Cb. #3082 \-'-? Cr---) CODE. AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT 1 . ALL GYPSUM BOARD TO BE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO METAL STUDS 24" O.C. WITH 1 " VARTIN W. HA� SON APPLY. TYPE S-12 SCREWS 12" O.C. UNLESS OTHERWISE NOTED. • 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND 2 FINISH COATS WITH SANDING BETWEEN FINISH ti) Clk<A AAS, OREGON , , BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT AS INDICATED. 0 it 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 3. ALL OTHER GYPSUM BOARD TO RECEIVE ON TAPE COAT AND 1 FINISH COAT WITH SANDING AFTER FINISH COAT. ORS)C34 CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED PAINT AS INDICATED. O CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 4. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING. PROJ ECT # 16300 4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 5. ACOUSTICAL CEILING SYSTEMS: SUSPENSION SYSTEM TO BE EXPOSED METAL T-BAR, PRE FINISHED WHITE, TO H COMPLY WITH U. S. O. STANDARDS. INSTALL LATERAL BRACING PER CODE. 5. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. W CO T WALL CONSTRUCTION MATERIALS • 6. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING IT 1 . PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE * U Lam DOCK ACCESS AREAS. FLOORS TO BE SWEPT OR VACUUMED DAILY. INSTALLATION. U }' 0 W 7. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS) AT ALL TIMES. CC y `� 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL PROPERTIES ARE NOT INDICATED, THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LOADS. DESIGN N N. 0 8. ALL DIMENSIONS ARE TO FACE OF SHEET ROCK UNLESS OTHERWISE NOTED. FRAMING IN ACCORDANCE WITH AISI SG-673. Z < N r Y• 0 pfic) 0 i a 9. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A (33000 PSI) (f) 0O LQ ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. G60. z in O cc co ii . z N El10. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE OWNER. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S. GYPSUM, GEORGIA PACIFIC, NATIONAL GYPSUM OR AN Q w - 4 3 11 . PROVIDE RECORD DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. RECORD DRAWINGS MAY ig APPROVED EQUAL. ?� CNO D BE IN THE FORM OF TWO MARKED-UP COPIES OF CONSTRUCTION DOCUMENTS. DELIVER RECORD DRAWINGS TO THE z (0 < C'D (� m [] ARCHITECT. 5. STANDARD GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES CONFORMING TO ASTM C-36. H O r 0 O 4 EC LO LO Ll) 12. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES. CONFORMING TO ASTM C-630. Q co m LL LI) 0 i X PROJECT INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT CEMENT BACKER BOARD SHALL BE 1/2" THICK WITH SQUARE, REINFORCED, SMOOTH EDGES. PROVIDE DUROCK '- a' a- W 4 INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON BRAND CEMENT BOARD OR APPROVED EQUAL. THE DRAWINGS. 8. TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 13. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.I.C.". CO LII 14. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF ELEMENTS IN THE SAME PLANE, 12 FURNISHINGS (ONE OF THE FOLLOWING OR COMBINATION) EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 1 . CONTRACTOR TO CLEAN / REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. = O 15. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. 2. CONTRACTOR TO REPLACE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS AND PROVIDE BUILDING IC I N STANDARD BLINDS TO MATCH AT NEW EXTERIOR GLASS. BLINDS SHALL BE PER CURRENT PACTRUST STANDARD 0 4 16. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, AND (WHITE, VERTICAL, NON-PERFORATED.). Z Z >- MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY Cr) W PACTRUST. SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL. ONE COPY 3. CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. CC 0 Y LIJ WILL BE RETAINED BY PACTRUST AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. N 16 ELECTRICAL z Q < � 17. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS GENERAL m Li O) Q CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY 1 . PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR IDENTIFICATION PURPOSES. THERMOSTAT LOCATIONS TO BE 0 5 THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH REVIEWED BY OWNER PRIOR TO INSTALLATION. J D- 0 m EXISTING BUILDING SYSTEMS AND WITH BUILDING OWNER. 0- m W 0 18. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SEQUENCING WITH THE BUILDING OWNER AND 2. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1 -FOOT o SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CANDLE. - Z CURRENT TENANTS. 4_i U U 3. TELECOMMUNICATION SYSTEM BY FUTURE TENANT. W U Q 1 OO i 08 DOORS AND WINDOWS 4. LIGHTING ENERGY MANAGEMENT IS REQUIRED IN OFFICE AREAS 5,000 SF AND LARGER. m 1 . RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE. EL r 1 5. OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. , 2. ALL DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. REVISION OFFICE LIGHTING 3. DOOR HARDWARE SHALL BE SCHLAGE AL SERIES U.N.O. 1 . OFFICE LIGHT FIXTURES - LITHONIA 2PM3N G B 3 32 18LD MVOLT GEB10IS 1 . 4. ALL INTERIOR GLAZING SHALL BE TEMPERED. 2 . DATE : 06/16/16 PERMIT/BID SET A- 5 • ) A,0 4 - -kite 20 GA 3 5/8 METAL STUD BRACING TO #3082 ROOF STRUCTURE AT 10'-0" OC WHERE W. REQUIRED MARTIN HANSONCrS SO* R-11 BATT INSULATION 4' CENTERED OVER WALL WINStl&le R OF DECK OR BEAM c• p. C L CKAVAS, OREGON --.r. EXISTING SUSPENDED CEILING ,t,. l RACO STYLE RECESSED RACO STYLE ,7?)�`� Ii% OP REVEAL HEADER. CONCEPT �iQ WALLS #1 -487RDT RECESSED REVEAL OF HEADER. CONCEPT SUSPENDED CLG ASSEMBLY PROJECT # 16300 3-1 /2" BATT INSUL. WALLS #1 -487RDT AM H 3-5/8" MTL. STUDS @ 24" O.C. ' o U O >- / 5/8" GYP. BRD. BOTH SIDES , 45 W co 7i- En O CENTER LINE OF STUD \ I=- * U a o = \ 20GA35/8" METALSTUDBRACING U Q W a TO ROOF STRUCTURE AT 10'-0" 01OCW/ (2) #8 SHEET METAL < D_ N N SCREWS AT EACH END. BRACING Z Q ' -; 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS TO BE PROVIDED WHERE DISTANCE 0 O p) 0 a �AI BETWEEN PERPENDICULAR INTERSECTING Lo Cl) Deco 4" RUBBER BASE-TYP. z So N WATTACH BOTTOM TRACK TO FLOOR WITH WALLS OR HORIZONTAL BRACING CT) 4 4 -a 3 POWDER DRIVEN ANCHORS AT 12" O.C. BETWEEN WALLS EXCEEDS 12 0 OC = > d N N J rr la FINISH FLOOR / z > z 0 O m Ft CoQ R^ ►� �' J O O 4 7/8" t CC 0 , � � Al 1 WALL SECTION W/ SOUND INSUL . WALL BRACING DETAIL Q coo = x aA-6 SCALE 1 " = 1 '-0" (3 ) - SCALE 3" = 1 '-0" I-- CID 4 Lu = 0 d- TYPICAL STUD CC W z z> - CT) w W LLI `t N z gQ NII TYPICAL TRACK Z C 0) INSTALL STUDS WITH SAME Q 00 0DIMENSION (10" MIN.) FOR cc W 0 BRIDGING ALIGNMENT p� Q 00 > d O CD 0 co J U Q ± o F aa., z coQII 0 0/ , POWDER DRIVEN u- 0- r ANCHORS AT 24" O.C. REVISION (1 ) #10-16 SCREW 1 PER STUD FLANGE 2 . DATE : 06/16/16 (7\ WALL BASE DETAIL PERMIT/BID SET KA-6) SCALE 3" = 1 '-0" A- 6