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Plans (113) BUP2012 - 00136 ARCHITECT ABBREVIATIONS 72 . s� MARSHALLS TENANT SPACE BATHROOMS DISTRICT ARCHITECTURE S INTERIORS, LLC & AND DO DOOR OPENING HOR HORIZONTAL QT QUARRY TILE AGRAB BAR MANAGER'S L ANGLE DR DOOR HR HOUR UPGRADES OFFICE SUITE H. WestDn Drumheller,AIA AT DWR DRAWER HT HEIGHT R RISER — — SEE 3/A2 SEE 14/A1 33144 Sone Rd. Warren, OR 97053 0 DIAMETER DS DOWNSPOUT RAD RADIOUS Phone: (503) 396-8353 CENTER LINE DSP DRY STAND PIPE ID INSIDE DIAMETER RD ROOF DRAIN a-mall: hwesb xW&ahoo.00m 1 PERPENDICULAR DWG DRAWING INSUL INSULATION REF REFERENCE # POUND or NUMBER INT INTERIOR REFR REFRIGERATOR It PROPERTY LINE E EAST REINF REINFORCED - - EA EACH JAN JANITOR REQ REQUIRED ABV ABOVE EXP JNT EXPANSION JOINT JT JOINT RESIL RESILIENT ® _= JUL ACC ACCESSIBLE EL ELEVATION RM ROOM 2012 ACOUS ANCHOR BOLT ELECT ELECTRICAL KIT KITCHEN RO ROUGH OPENING ® ® B INF A.B. AREA DRAIN ELEV ELEVATOR KD KILN DRIED RWD REDWOOD VI N A.D. ADJUSTABLE EMER EMERGENCY RWL RAIN WATER LEADER ADJ AGGREGATE ENCL ENCLOSURE LAM LAMINATE AGG ALUMINUM EP ELECT. PANELBOARD LAV LAVATORY S SOUTH AL APPROXIMATELY EWC ELECT. WATER COOLER LT LIGHT SC SOLID CORE APPROX ARCHITECTURAL EXIST EXISTING LF LINIAR FEET SCHED SCHEDULE 'ool� ARCH ASBESTOS EXPO EXPOSED SECT SECTION ASB ASPHALT EXP EXPANSION MAXIMUM ECEIVED SHT SHEET 'JUL 1 12012 ASPH EXT EXTERIOR MB MACHINE BOLT SIM SIMILAR BOARD MC MEDICINE CABINET SPEC SPECIFICATION �' CITYOFTIGARD BD BITUMINOUS FBO FURNISHED BY OWNER MECH MECHANICAL SQ SQUAREl BUILDING DIVISION BITUM BUILDING FA FIRE ALARM MEMB MEMBRANE SS STAINLESS STEEL BLDG BLOCK FB FLAT BAR MET METAL STD STANDARD 'oo / BLK BLOCKING FD FLOOR DRAIN MFR MANUFACTURER STL STEEL BLKG BEAM FDN FOUNDATION MH MANHOLE STO STORAGE G� BM BOTTOM FE FIRE EXTINGUISHER MIN MINIMUM STRL STRUCTURAL BOT FEC F.E. CABINET MIRR MIRROR SUSP SUSPENDED CABINET FHC FIRE HOSE CABINET MISC MISCELLANEOUS SYM SYMMETRICAL CAB CATCH BASIN FIN FINISH MO MASONRY OPENING CB CEMENT FL FLOOR MTD MOUNTED T TREAD CEM CERAMIC FLASH FLASHING MUL MULLION TC TOP OF CURB I `- co CER CAST IRON FLUO FLUORESCENT TEL TELEPHONE N I W LiJ CI CEILING FOC FACE OF CONCRETE NORTH TERR TERRAZZO I V CLG CALKING FOF FACE OF FINISH NIC NOT IN CONTRACT TBG TONGUE & GROOVE I CLO CLOSET FOS FACE OF STUD NUMBER THK THICK / LL CLR CLEAR FPRF FIREPROOF NOM NOMINAL TOC TOP OF CONCRETE Y X � C COL COLUMN FS FULL SIZE NTS NOT TO SCALE TV TELEVISION - O (j) �L1 N F CONC CONCRETE FT FOOT OR FEET TOW TOP OF WALL — �\ Z = N 1 .1 1 CONN CONNECTION FTG FOOTING OA OVERALL TYP TYPICAL Y CONST CONSTRUCTION FURR FURRING SBS OBSCURE \� co O W CONT CONTINUOUS FLIT FUTURE OC ON CENTER UNF UNFINISHED " Z CORR CORRIDOR OD OUTSIDE DIAMETER UON UNLESS OTHERWISE NOTED CTSK COUNTERSINK GA GAUGE OPNG OPENING ~ 0 U) CNTR COUNTER GALV GALVANIZED OPP OPENING VERT VERTICAL p �� 13 = uJ CTR CENTER GB GRAB BAR W WEST AC�F�C yam, • Q V GL GLASS PRCST PRECAST W/ WITH LA Z Q 0 DBL DOUBLE GND GROUND PL PLATE WC WATER CLOSET \ o _________ o MWDEPT "DEPARTMENT GR GRADE PLAM PLASTIC LAMINATE WD WOOD Q d DF DRINKING FOUNTAIN GYP GYPSUM PLAS PLASTER W/O WITHOUT O a D.F. DOUGLAS FIR PLY PLYWOOD WP WATERPROOF Path of Travel Areas Of Work Q o DET DETAIL HB HOSE BIB PR PAIR WT WEIGHT DW DIAMETER HC HOLLOW CORE PER' PERPENDICULAR 32 V 4tDIM DIMENSION HDWD HARDWOOD HARDWOODPTPOINr NTS Z NTS z _ W CID N DISP DISPENSER HDWE HARDWARE P.T. PRESSURE TREATED DN DOWN HM HOLLOW METAL F-- 0 Proiect Data CD SUMMARY OF PROJECT: ' d y i CONVERSION OF 778 S.F. OF EXISTING FIXTURE STORAGE TO NEW DISTRICT DRAWING SYMBOLS FLOOR/WALL POWER SYMBOLS MANAGER'S OFFICE SUITE WITH TWO OFFICES AND CONFERENCE ROOM. ALSO REMOVE ACCESSIBLE BARRIERS IN BATHROOMS AND FITTING ROOMS. NORTH ARROW EMERGENCY REMOTE LIGHT HEADS, F F W 7 1 .F. REFERENCE NORTH CEILING MOUNTED, SEE SPECS. SQUARE FOOTAGE O WORK 3 S (TRUE NORTH ON STAMP &SIGNATURE NORTH SITE PLAN ONLY) DUPLEX CONVENIENCE OUTLET, CENTERLINE 18"AFF PROJECT ADDRESS: DEFERRE UNLESS OTHERWISE NOTED. 16200 PACIFIC HWY, SUITE X, TIGARD, OREGON 97224 Fire Sprinkler Fire Alarm �� C X DETAIL DESIGNATION WITH Mechanical '�C' Nr� DEDICATED SINGLE RECEPTACLE OWNER: � H. ON XX DRAWING NUMBER AND SHEET NUMBER Plumbing DRUI E LER HARSCH INVESTMENT PROPERTIES Elecical QUADRUPLEX OUTLET 1121 SW SALMON ST., PORTLAND, OREGON 97205 Truss g Engineerin , SITE (503)242 2�0 OR Shop Drawings �, Q� X ELEVATION DESIGNATION WITH Other —' 5O XX DRAWING NUMBER AND SHEET NUMBER CONTRACTOR: OF QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND B.DAVIS, INC. 1A 1441-A TERMINAL AVE., SAN JOSE, CALIFORNIA 95112 (408)436-4800 REVISIONS DUPLEX RECEPTACLE WITH ISOLATED GROUND. 0-T-C ,� 07/11/12 BUILDING PERMIT �t : Occupancy L.. ID APPLICATION X FINISH MARK AND NUMBER BUILDING DEPARTMENTp OC CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT Occupancy Load BLANKED OUTLET WITH 3/4" EMT RUN UP WALL TO ABOVE PERMT CENTER BUILDING Construction Type SUSPENDED CEILING. HEIGHT AS NOTED. 13125 SW HALL BLVD., TIGARD, OREGON, 97223 hated corridor Energy Code Vicinity Map ' ROOM Accessibility �— � TRU ROOM NAME DEFERRED/SEPARATE SUBMITTALS AND PERMITS: NTS NORTH ROOM NUMBER O JUNCTION BOX, TO HEIGHT INDICATED. FIRE SPRINKLER SYSTEM -AS REQUIRED C F TIGARD FIRE ALARM SYSTEM -AS REQUIRED Appmed......................„.......[ [ CD DOOR MARK AND NUMBER TELEPHONE-WALL HUNG. Conditional)Y Approved..,,„, ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES: Sheet . Index SeO Letter to:Follow.. . ........... [ � REVISION MARK AND NUMBER TELEPHONE-DESK SET. 2010 OREGON STRUCTURAL SPECIALTY CODE PennitN ber:Attached... �"'i3b � 2010 OREGON MECANICAL SPECIALTY CODE Address: 2 PROJECT NUMBER: H12016 2008 OREGON ELECTRICAL SPECIALTY CODE AO - COVER SHEET Br. Date: ISSUE DATE: 07/11/12 I.C. ISOLATED GROUND 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE SCALE: AS NOTED 2010 AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES Al - PLANS a CENTRAL VAC UNIT PLOT SCALE: 1:1 OCCUPANCY CLASSIFICATION: GROUP M -NO CHANGE- A2 - ACCESSIBILITY DETAILS DRAWN BY: HWD n CENTRAL VAC PORT MOUNTED CENTERLINE 10”A.F.F. CONSTRUCTION TYPE: III-B SPRINKLERED -NO CHANGE- A3 - DETAILS SHEET NUMBER: OCCUPANCY S EGRESS: -NO CHANGE- A4 - LIGHTING CALCULATIONS AO OFFICE COPY ARCHITECT 72. A Avg[ • 11 �t 1� GHE �;) ULE aricfrr►Ecrv�a IivrE�ores, uc R`C�HALL & R0OI1VIFINI &H ` H. Weston Drumheller,AIA re arren, OR NO ARE A5 FLOOR 545E lel AL_L_ CE I L_ I NG 33144 PPhhoneR601:i 97053 e�nall: hwe�sbond�yyahoo.0om o z 1 IATER1AL_ 0 0 -q U - U ( / —1 Q ,1 Co w1^: LIGHTING FIXTURE SCHEDULE O Q cR U Z :z +� z U v! SYM SIZE FIXTURE Q LAMPINCz REMAR<S U (D :3 1.L 2' x 4' RECESSED 2 IGHTING 3100 LUMEN/3500°K 2ESSP 232LMVOLT 51HP L835HT8 z Ov1.Uz 1U Z I �- WWZ Z ` v � 0 W R EMERC�ENCI' WALL 2 IKRYI=TON DGM LAMPS D CONTAIN QUANTUM ATT Y ACK UNIT } U � Uu.I LL > U 1.L Y0Yu > LL -4knz U ALL LAMPS SHALL 5E TYPE 835/XP/ECO AS MANUFACTURED 5Y PHILIPS/ADVANCE. 1 DML P OFFICE • 308 • 131 • 303 • 131 -011 NO SU55TITUTIONS UNLESS OTHERWISE NOTED 2 D1„I OFFICE • 308 • 131 • 130301 131 -011 3 CLERICAL OFFICE • 308 • 131 • 303 • 9' -0" 4 CONFERENCE fROOM -77 101308 • 131 • 303 • 1 1131 -01 F IN I5�4 SCHEDULE FINI5H r ATERIAL 1"MANUFACTURER SPECIFICATION NO. 131 VINYL WALL COVE EASE ARMSTRONG ARMSTRONG #6O JET 5LACK, 6 " HIGH NOTE: LEGEND USE EXISTING LIGHTING PANELS AND CIRCUITS FOR NEW LIGHT EXISTING WALL 303 PAINT 5ENJA1"MIN 1"MOORE #OC-65 "CHANTILLY LACE ", SEMI-GLOSS FIXTURES. EXISTING WALL (DOORS 4 FRAME5). EGG5HELL (SALES) CONNECT NEW AND REPLACEMENT FIXTURES TO EXISTING NOVAR ---------- TO BE DEMOLISHED W W NEW WALL - EXTEND WALL 308 VINYL COl"MPOST I ON TILE ARMSTRONG #51899 COOL kH I TE, 12 " X 12 " X 1/8" I1"iPERI AL SYSTEM STORE LIGHTING CONTROL PANEL. CONSTRUCTION TO UNDERSIDE V Q TEXTURE (ALTERNATING PATTERN) TOP OF OUTLET BOXES FOR LIGHTING CONTROLS AND SWITCHES OF DECK. SEE CONSTRUCTION LL SHALL NOT BE MORE THAN 48"ABOVE FINISHED FLOOR. PLAN FOR WALL TYPE LL C X NEW WALL GYP. BRD. FINISH (n W REUSE EXISTING ELECTRICAL CIRCUITS FOR NEW ELECTRICAL MIN. 6" ABOVE FIN. CLG. O ill- LAYOUT. N LAYOUT. SEE DETAIL &/A3 Z METAL KNOCK � DOWN FRAME 00 (TYP.) O Z� � U o w �. OPENING SIZE HEAD 4 _ Z DOOR LOCATION NO, WIDT HEIGHT JAM5 TYPE TYPE KIGKPLATE HARD WAR j : _ Q LU DMLP OFFICE 25 3'-0" �'-0" 5 2 1 SIDE ACGLV Q V 0 DM OFFICE 26 3'-0" -1'-0" Z 5 2 1 SIDE ACGL1/ (' FL CLERICAL OFFICE 21 3' 0" �� 0" 5 2 1 SIDE ACGLVIm -m° �— d CONFERENCE ROOM 20 3'-0" -1'-0" 5 2 1 SIDE ACGLVt7 I O . a s 0. HOLLOW 7 - - EXISTING WALLS DM D.L.Pa"i. pISTRICT * OPENING SIZE IS THE ACTUAL SIZE OF THE DOOR UNLESS OTHERWISE NOTED. METAL ,q ,q R TO 5E DEMOLISHED 0 OFFICE OFFICE CONF. _ ~ O 2 e 1 O � � A _� A e � K 0 K ROOM a _ � � � REPLACE ALL DAMAGED DOOR HARD WARE DOOR TYPE HEAD AND JAMB A I A - iA iA AS SPECIFIED IN THE GENERAL REQUIREMENTS ��1 26 _ 25 28 SECTION OF THE REMODEL PROJECT SURVEY. 2 -8„ CD �— DOOR 14ARDWARE A A" _/ A ie CLERICAL co � OFFICE NO HARD WARE MANUFACTURER � � - � �� �� �� _ EXISTING A HINGE STANLEY F55 1"19 4 1/2 X 4 1/2 (11/2 PR.) A 1 FIXTURE EXISTING Al HINGE PIN DOOR STOP IVES *069 HINGE PIN DOOR STOP (F15 FINISH, 5/16" DIA.) STORAGE FIXTURE STORAGE 5 DOU5LE ACTING HINGE 50MMER #3021B 6 X 41/2" (1 1/2 PR.) C CLOSER LCN "SMOOTHEE" *4033 (ON HINGE SIDE) 2� STAMP 8c SIGNATURE D CLOSER LGN SMOOTHES 4133 (ON STOP SIDE) E PUSH PLATE SALDWIN *2124 (16 X 4) F PUL5ALD W IN *235-1 X 2124 onsReflected CeilingPlan Ctruction PlanLC, G KICK PLATE 5ALD W IN *20000-8 X 3411 ( 3 H 'ON 1/8 H MORTISE CYLINDER 5EST 1E66HC181-626 NOTE:%" t J TURNKN05 5E5T *1E6A4 HC161-626 SEE SHEET A3 FOR TYPICAL SUSPENDED CONTRACTOR TO CONFIRM THAT WALLS �I K DUMMY BEST *1E04-626 CEILING DETAILS TO BE DEMOLISHED ARE NON-BEARING v. t' ,OR ° L LEVER LOCKSET 5EST *93KID15D-53-626 57 L1 LEVER LATCHSET 5EST 093K1R15D-63-626 M LEVER LATCHSET 5E6T *93K0D15D-S3-626 O� ®�� N TU5U AR A LOCK 5E5T *6IT6L-1-53-626 (for exterior door w/cut out ° N N lollDISTRICT ° N DMLP O PADLOCK 5E5T *256L22 WM 1 1/2" SHACKLE N = _ ¢2„ e CONF. N = = EXISTING WALLS ® OFFICE ® DISTRICT REVISIONS P EMERGENCY ALARM EXIT LOCK DETER NO. ECL 23OD-PH = Ian �CE. ¢2„ ROOM = TO 5E DEMOLISHED ROOM Q EMERGENCY ALARM EXIT LOCK DETER NO. ECL 230H WITH VRA NO. 1435 DOUBLE DOORS DM 42„ DM 07/11/12 BUILDING PERMIT R CHAIN CRASH STOP IVES *115 OFFICE 1ol — \ La La APPLICATION S DOOR SAFETY VIEWER IVES *1005 (wide angle) I T WEATHERSTRIPPING ZERO *339 SILL, *140 HEAD AND JAM5 II U PUSH SUTTON LOCKSET ALARM LOCK DL 2-1001C-26D, TRILOGY T2 (KEY OVERRIDE) CLERICAL CLERICAL II V DOOR HOLDER ULTRA *36030 (ALUMINUM FINISH) OFFICE OFFICE j42 39 W LEVER LOCKSET (TACTILE) 5EST *93K1D15D-S3-626-TL d2 11 W1 PRIVACY LEVER SET STANLEY SECURITY SOLUTIONS -IKC SERIES, MFG* -I3KC0L15DSTK&26 e 2.. EXISTING Y I=UL 15TANLEY CD482 NO3 5RIGHT ZINC FINISH FIXTURE e FIXTURE Z I JIMMY GUARD DON-JO MFG., INC. * ILP 206 STORAGE STORAGE �m HARDWARE TO 5E FINISHED AS FOLLOWS: 8 PROJECT NUMBER: H12016 HINGES: Stainless Steel Finish ISSUE DATE: 07/11/12 DOOR CLOSERS: AL (sprayed aluminum) Proposed Power Plan Proposed Floor Plan SCALE: AS NOTED PUSH, PULL 4 KICK PLATES: U532D (stainless steel satin finish) 21/8" = 1'-0" � 1/8" = 1'-0" PLOT SCALE: 1:1 5ALANCE OF HARDWARE: U526D (dull chromium plated DRAWN BY: HWD O SHEET NUMBER: ALUMINUM ALLOY DOU5LE ACTION DOOR (ONE OR TWO DOORS) 1z TO 5E "EASY SWING" TYPE. Al ARCHITECT ARCHITECTURE a in IW ORS, LLC H. Weston Drumheller,AIA 33144 Stone Rd. Warren, OR 97053 Phone: (503)39618353 LU e-mall: hwestondephoo.00m d) WOMEN16 u ACCESSIBLE L---_ U 4 18" MI II SHIFT EXISTING PARTITION 2"TO PROVIDE 18" CLEAR THE BOTTOM OF MIRRORS PROVIDED ON STRIKE SIDE OF FOR USE BY PERSONS WITH DISABILITIES DOOR TO MEN'S SHALL BE MOUNTED NO HIGHER THAN 20" FITTING ROOM ABOVE THE FLOOR, BE FULL LENGTH, NEW MIRROR MEASURE AT LEAST 18"WIDE BY 54" HIGH, TEMPERED GLASS Li AND BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. WOMEN'S MEN'S i i i i GI9LE LINA Flfx' r - ---- - -- ---- --- - - I IP,L DFR , Accessible FittingRooms L____ _ _ _ ___ ___ _ __ __ ELECT. I I EN'8 W W LOUNGE Q Q . . . . cl) " -� • • • • OMICE SUITE WALL Do -- Q - J N 6 11 9 LL CY 11 COAT P K WOI'IBJ'6 § ® I W MAX 36 -- ® = O � � N MIN ------------------- ------------------------------------- -- ----------------------i W cv W r ® ® � z � � p BACK „ Z WALL X ' O WALL I M u■w O c"v 40" MIN D = W 36" MINAAPWW-A GRAB BAR LA Q w V w —� GRAB BAR 0 o Z Q rL O _ ' CW"WAM DQl6TIG0 — Im Z , - - - i ~ U — 1♦ QQ11 V 11 I -_---_----_- I �_ < w U) 40 36 MAX INTMIN ATAREL - ,t _-- ----- I ® � -- ' 01 ----- - I r'T �I T-T'1 I O M o , r--T� __'_ O LU (? O ' --_---------- --------- -- ---_- Z _ ----- CNSIDE WALL � ---- .- ---- ---- ---- - LL r � r� ® � T T T ---- ---- ---- ---- O (� PLAN VIEW SIDE WALL BACK WALL lai C_=--- ® ------ - ----- Won"WORLD I" cc Grab Bar Installation Details ------ ' --_-------- --- --- -� -----.T�� I 3 ------------ - _ ----- ----- -------------- ' ----- ----- ----------- - _ _ _ X -- � I � _ �_ 1 =--z I AGI"WEM son I ---- ----M Lr. -- ----to Lfi.------- cz_= ti f. - —_= T� I STAMP 8c SIGNATURE " --_---_-- ----------- _- T Ape �$ I FOorweAie I 11my eFoR 61411M ------------- 319w - rae eFORrersae I �� Ij� 2 i 3r�7 LR z,. � ----- 717 --_------------ j H Z'ON ----------- _ I _ 1 �_----- DR I.ER n -- --------- --------- I --- - - - ----y-y- FB ® 7 i% fflwiowEB IMAS" 01.1 ' nn SF. , . , ----------- -_--_--_-- -------T-----, r f r Chan es I n Level I I -----y-y-- 9 � r � �-----T-T-----, r � � � r REVISIONS J L"OJ L+`+J L�J L� ' 07/11/12 BUILDING PERMIT MllAtr `-----1------- res ooLLecTIONs I X Lr. 74 LR I ' o r r�� r r-f, O APPLICATION I MM AGTN! aTOR , ".Lf Lo} • L" IL_1 L"J j co ® ® I ---c`o'o r , N LJ I I I I 2 L J I I I A Wag • " • J PROJECT NUMBER: H12016 -------------- r..— f 4 4 4 4 �-- NIOI.tlf CM11 f,q.If1.q.1!�lal..�NOlftlf --------- ISSUE DATE: 07/11/12 Threshold I SCALE: AS NOTED PLOT SCALE: 1:1 DRAWN BY: HWD AccessablifityDetails Path of Travel SHEET NUMBER: 2 NTS NTS litit O A2 Z ARCHITECT D*"jftAw.Umft 10awaft- • #10 SMS @EA. SIDE ARCHITECTURE a MI'TEowns' LLC OF STUD TO TRACK Not Used N Used 73 H. Weston Drumheller,AW NTS NTS 33144 Stone Rd. Warren, OR 97053 Phone: (503)3964MW e-mail: hw9stond@phoo.00m I° 3-1 X 1-1/4" 20 GA. CONTINUOUS TOP TRACK SUSPENDED CEILING GRID FINISHES PER SCHEDULE 5/8" GWB 3-1 X 1-1/4" 20 GA. STEEL STUDS @24" O.C. 3-1 X 1-1/40 20 GA. CONTINUOUS BOTTOM TRACK #10 SMS SEA. SIDE OF STUD TO TRACK HILTI X-DN1 .14500 W W SHOT PIN @32"O.C. EXISTING TRUSS JOISTS < W/ 1" MIN. EMBEDMENT V Q INSTALL PER ICBO 12388 (2) 16d NAILS u- � X EA END TYP. LL � W CONCRETE FLOOR N O N 20 GA TRACK CO Z = � FOR FULL HEIGHT PARTITION: GWB NOT SCREWED (2) 10 S.T.S. @EA. JOIST OR BRACE (j) 0) USE SIMILAR CONNECTION TO TOP TRACK # " Z O 20 GA DEEP LEG TRACK METHOD FOR CEILING = M W Q ATTACHMENT IF CONCRETE 0 ROOF CONDITION -VERIFY FIELD NOTE: Ll� 0 CONDITION AND CONTACT 20 GA. STUD Q w 0 w F� ARCHITECT FOR APPROPRIATE SEE 8✓A3 FOR BOTTOM Q — N of Used OF WALL CONNECTION Z (' � � W CONNECTION DETAIL DETAILING Q — (� g � o NTS . 26 < W TYpical NonmBearingPartition FuIkHeiht Non-Bearn Partition 8 3 1 -01 - 1,-0 oo 12 GA FOUR D RIRE ECTIIONS SPLAY90 'ED IN FOR CONNECTION TO NOTE: W �o APART © 12'-0" STRUCTURE ABOVE O.C. 5/6' 6YPSuM WIWI? DRYWALL INSTALLER TO INSTALL O MAX EA. WAY y2" EMT 4'-0" MAX HGT. 5/$„ 6YP �,� 5/a" PLYWOOD O OWNER PROVIDED DOOR 2 CONT. ALUM EDGE CO ANGLE. FINISH TO „ FRAMES @ ADA FITTING MATCH T–BAR CEILING COMPRESSION 3/4 5 –2 MAX HGT. ROOMS AND CLOSET STRUT 1 " 6'-6" MAX HGT. TIP d1EA' + NOM. 20 6A NOTE: 1 -Y4" 8'-6" MAX HGT. o ® 4" NOM. zo 6A PROVIDE FIRE BLOCKING AT A MAXIMUM OF wn-. �D ® IV INCREMENTS FOR WALLS OR PARTITIONS 2k OL. STAMP &SIGNATURE 1 -)11 10'-0" MAX HGT. 3 GREATER THAN 1V IN HEIGHT PAIR 1 -5/8" X 25 GA 1 p,-p„ ti A STUDS BACK TO BACK MAX HGT. 5/s 6YPsu�n WARD 5/S" 6YP5t,M BOARD ��� �� D "L FSR _ _ = PAIR 2-y2 X 25 GA 15 –p IF OPEN DECK, 6 STIP TO ex -Dv STUDS BACK TO BACK MAX HGT. G�A3 s o TN 'off • 0 DO NOT APPLY. � 12 GA. VERT WIREOF 0 ' Cs HANGERS © 4 –0 O.C. WALL TYPE NOTs_ MAX EACH WAY TYP. 2'0~ I=URNISH & INSTALL HORIZONTAL /S �YP� BOARD Not REVISIONS ��° CEILING TILES TYP. I 5/a" PLYWOOD 0 Used �STWS TO RECEIVE PERIMETER 07/11/12 BUILDING PERMIT o, CEILING ANGLE. 66 2 NTS APPLICATION (DfURNISH & INSTALL CONTINUOUS NOTE: USE GRID SYSTEM CLASSIFIED AS "HEAVY" SHOE AND PLATE W/ HORZ. I *' NOM. W 6A BLOCKING AT MID POINT OF Mr. 5np STUD HEIGHT. SUSPENDED ACOUSTIC CEILING SYSTEM FROM STRUCTURE ABOVE AS FOLLOWS: (D6TLPe FURN16H & INSTALL HORIZONTAL TO RECEIVE FASTENING FROM WOOD STRUCTURE: #10 CLOSED EYE SCREW AT JOINT f5ETWEEN TOP OF „ PLYWOOD PARTICLE5/$ f5OARP & f5OTTOM O FROM STEEL PURLINS: HILTI CC27/DN22 COMBINATION CEILING CLIPS/SHOT PINS OF GYP. WALLBOARD. 5/5” E;YP" BOARD (ICBO #2386, LARR #2582) OR EQUAL OR CLAMP ON 'UNISTRUT' CHANNELS ® (DEXTENP EVERY OTTERSTUD TO PROJECT NUMBER: H12016 4'-0" O.C., PARALLEL W/ MAIN RUNNERS BELOW. WALLELRSIPE SUPPORT.PROVIDE II/'MIN. IF T OPEN DECK, O" PECO TO EXf1NDO LWER612F Of PECK NOEL 91 � ISSUE DATE: 07/11/12 SLIP JOINT CONNECTION AT HEAD 0 DO NOT APPLY. � A3 SCALE: AS NOTED FROM STEEL BAR JOISTS: TIE THROUGH BOTTOM FLANGES TO ALLOW FOR DEI=LECTION. / PLOT SCALE: 1:1 DRAWN BY: HM SuspendedCeilingNot Used Not Used SHEET NUMBER: Detail Wall 0 � , � 4 1 6 _ NTS 3 - 1 -0 NTS NTS A3