Loading...
Plans (8) BU P2018-003 10 ABBREVIATIONS GRAPHIC SYMBOLS Y f 7t' • kJ ' �i L ANGLE DO DOOR OPENING HSS HOLLOW STRUCTURAL STEEL PLAM PLASTIC LAMINATE TOC TOP OF CONCRETE FLOOR/FLOOR-CEILING!ROOF ASSEMBLY F4 AT DEL DOUBLE HORIZ HORIZONTAL PL PLATE OR PROPERTY UNE TC TOP OF CURB \ORT H ARROW TYPE ! MINIM NORTH o CL CENTERLINE OH DOUBLE HUNG HP HOR'SF.POWER PLYIND PLYWOOD TOP TOP OF PARAPET ASSEMBLY CATEGORY e DIAMETER OR ROUND DF DOUGLAS FIR HE HOSE BIB PVC POLYVINYL CHLORIDE TOS TOP OF STEEL S SCOTTIEDWARDS ARCHITECTURE LLP. 2 ill ASSEMBLY NUMBER A POUND OR NUMBER ON DOWN HW HOT WATER PSF POUNDS PER SQUARE FOOT TOSF TOP OF SUB-FLOOR 5_ DS DOWNSPOUT HR HOUR PSI POUNDS PER SQUARE INCH TOW TOP OF WALL 2525E Burnside Street Pcsdand,OR 97214 0.1 AFF ABOVE FINISH FLOOR DWR DRAWER PIP POURED IN PLACE T TREAD OR TILE WINDOW TYPE phone (503)226-3617 www.eeallp.com ' w GRID UNE AFG ABOVE FINISH GRADE DWG DRAWING IN INCHES PC PRECAST TS TUBE STEEL C ACT ACOUSTIC CEILING TILE DSP DRY STANDPIPE ID INSIDE DIAMETER PT PRESSURE TREATED TYP TYPICAL /,)l X EADJ ADJUSTABLE DISP GARBAGE DISPOSAL INSUL INSULATION o - -` - ACCESSORY/E IPMENT TYPEdRes 0 ALT ALTERNATE INT INTEROIR QT QUARRY TILE UL UNDERWRITERS �V OED �I ALUM ALUMINUM EA EACH IE INVERT ELEVATION LABORATORY �1 © AS ANCHOR BOLT E EAST R RADIUS OR RISER UNF UNFINISHED VERTICAL DATUM �--� „ to DWATERLEADER (INC UNLESS NOTED OTHERWISE rr •I! ANOC ANODIZED ELEC ELECTRICAL JT JOINT RWL RAIN > LUL APPROX APPROXIMATE! ELEV ELEVATION JST JOIST REC RECOMMENDATION UP URINAL NAME MATERIAL/FINISH V APPROXIMATELY EMER EMERGENCY JH JOIST HANGER REF REFERENCE girl ELEVATION • N ARCH ARCHITECTURAL/ ENCL ENCLOSURE JBJUNCTION BCx REFR REFRIGERP.TCiR V8 VAPOR BARRIER ' MATERIAL TYPE tr.A ARRAND,ORMON ARCHITECT VR VAPOR RETARDER CPT-1 LY G�f 4f7�$ EQ EQUAL REINF REINFORCE(MENT) AD AREA DRAIN EQUIP EQUIPMENT KD KILN DRIED RECTO REQUIRED VP VENT PIPE ROOM NAME AND NUMBER �� ' d ASPH ASPHALT MATERIAL NUMBER O 4 AC ASPHALTIC CONCRETE EXIST ExISTING KW KILOWATT REV!. RESILIENT VFY VERIFY (E) EXISTING KIT KITCHEN RB RESILIENT BASE VIE VERIFY IN FIELD NAME SPOT ELEVATION Z EJ EXPANSION JOINT RF RESILIENT FLOOR VERT VERTICAL L101 p ERG BEARING EXP EXPOSED LAM LAMINATED RA RETURN AIR VG VERTICAL GRAIN X'-X"�---HEIGHT ABOVE LEVEL Dl9�eilY�9 by Peer Grimm m BLW BELOW EXT EXTERIOR LAV LAVATORY REV REVISIONS VCT VINYL COMPOSITION TILE BUILDING SECTION I WALL SECTION Dale 201fl70.01 14;11:47-07Y70 *' BTWN BETWEEN LB LEADER BOX RH RIGHT HAND EciWAINSCOT FOC FACE OF LH LEFT RIGHT OF BD M BOARD BITUMINOUS FOE FACE OFA CONCRETE LT LIGHT c� RDW LK BLOCKROOF DRAIN .RCT WgTt�ER RESISTANT A401 Aft-.. __, •NUMBER RUMBER —XX'WING NW PREFERRED TC —TCP OF CURB HEIGHT to BLKG BLOCKING FOS FACE OF STUD LT WT UGHTWEIGHT RM ROOM r c x,_X..7�'�—BOTTOM©. CURB CREDIT UNION O FC FIBER CEMENT LKR LOCKER RO ROUGH OPENING WP WATERPROOF HEIGHT IT'-.1 BOT BOTTOM FG FIBERGLASS W WATT CL N BO BOTTOM OF FRP FIBERGLASS REINFORCED MB MACHINE BOLT SCHED SCHEDULE WRB WEATHER RESISTANT Job Number: 18002 L BC BOTTOM OF CURB PLASTIC MH MANHOLE SEC SECTION BARRIER INTERIOR ELEVATION KEYNOTE t2 C BLDG BUILDING FIN FINISHMANUFACTURERWT WEIGHT p/ MER SAM SELF ADHERED MEMBRANE 1 8950 SW BURNHAM STREET TIC3ARD OREGON 97281 O BUR BUILT UP ROOF FA FIRE ALARM MO MASONRY OPENING SSK SERVICE SINK VW,IF WELDED WIRE FABRIC FE ARE EXTINGUISER b1AT MATERIAL SHTHG SHEATH?NG W (REST 4 t 2+_ 07-02 4. CAB CABINET FEC FIRE EXTINGUISHER CABINET SHEETWO WHERE OCCURSDRAWING MAX MAXIMUM SHT Oa. CPT CARPET FRT FIRE RETARDANT TREATED MECH MECHANICAL SM SHEET METAL WF WIDE FLANGE NUMBER - REVISION NUMBER FLASH FLASHING CtP CAST IN PLACE FLR FLOOR MC MEDICINE CABINET SHWR SHOWER W7 WITH3 SHEET NUMBER CSMT CASEMENT WOW WINDOW REVISION IL GI CAST IRON MTI METAL SIM SIMILAR WIC WITHOUT L°, --- FD FLOOR DRAIN MIN MINIMUM SC SOLID CORE DETAIL CALLOUT CS CATCH BASIN FLUOR FLOURESCENT MIR MIRROR SP SOLID PIPE WD WOOD /� — RFI 123 -----REVISION DOCUMENT CLG CEILING FT FOOT/FEET MISC MISCELLANEOUS SEM SOLID SURFACE MATERIAL WIWROUGHT IRON �-1 NUMBER •CL CENTERLINE FTG FOOTING MRGIAS MOISTURE RESISTANT OWE S SOUTH NEM CT CERAMIC TILE FON FOUNDATION MTD MOUNTED SPK SPEAKER A7.01 SHEET NUMBER CWC CLAD WOOD FRZ FREEZER MULL MULLION SPEC SPECIFICATIONS CO CLEANOUT FURR FURRING SQ SQUARE DOOR NUMBER CO CLEAN OUT FUT FUTURE (N) NEW SF SQUARE FOOT CLR CLEAR NOM NOMINAL SIN STAIN (1., ?DOM NUMBER CW COLD WATER GALV GALVANIZED N NORTH SS STAINLESS STEEL `COL COLUMN GI GALVANIZED IRON NlC NOT IN CONCRACT STD STANDARD iIOWA DOOR Q� CONC CONCRETE GA GAUGE NTS NOT TO SCALE STA STATION CEILING HEIGHT .WI�� CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR NO NUMBER STL STEEL Ty♦/ O; CONN CONNECTION GL GLUCAN �T;����� STRUCT STRUCTURAL CEILING HEIGHT CONT CONTINUOUS ABOVE LEVEL �G pc,�PERMIT GR GRADE DES OBSCURE SA SUPPLY AIR 1-9'-O-1 {SSUA• ' CJ CONTROL JOINT THE CN CO` RUCTiC3!`d GND GROUND OG ON CENTER SUSP SUSPENDED P4 -• ACCENT PAINT AND OTHER CTSK COUNTERSUNK GYP GYPSUM 0 T OPEN TOSTRUCTIJRE SYM SYMMETRICAL OCCURS RASED `�fv� CFM CUBIC FEET PER MINUTE GWB GYPSUM WALL BOARD OPNG OPENING WALL 1 ASSEMBLY TYPE DOCUMENTS 1OT PEVENT OPP OPPOSITE TEL TELEPHONE _ DP DAMP PROOF HNDCP HANDICAP OD OUTSIDE DIAMETER TV TELEVISION 1 CONFIGURATION DATA SHA``CFF{C1Al.FROM • DEG DEGREE HDWR HARDWARE OFCI OWNER FURNISHED TEMP TEMPERATURE 4'-0• THE CODE DEPT DEPARTMENT HOWL) HARDWOOD INSTALLED TERRAZZO IRRA WALL TYPE NG THE CoR RECTI©" DHDR HEADER OFOI OWNER FURNISHED OWNER THK THCTHCKNESS MODIFIERS RECUIR1CS /105. DTL DETAIL HVAC HEATING VENTILATING AIR INSTALLED TIM TO MATCH OF ERRORS.© DIAL DIAGONAL CONDITIONING TLT TOILET DIA DIAMETER HT HEIGHT PNT PAINT TSG TONGUE AND GROOVE DIM DIMENSION HPL HIGH PRESSURE LAMINATE PTD PAINTED TJ TOOL JOINT OW DISHWASHER HC HOLLOW CORE P PANTRY TP TOP DR DOOR HM HOLLOW METAL FLAB PLASTIC TO TOP OF DIMENSIONS GENERAL PROJECT NOTES PROJECT TEAM PROJECT SUMMARY SHEET INDEX 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO OWNER NW PREFERRED CREDIT UNION PROJECT DESCRIPTION OFFICE INTERIOR TENANT ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING 8...%0 SW BURNHAM STREET IMPROVEMENT.NEW NON-LOAD SHEET# SHEET NAME SHALL A DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS NOT THOSE FURNISHED BY SUBCONTRACTORS. TIGARD OREGON 97261 BEARING WALL FOR OPEN OFFICE BE SCALED FOR DIMENSIONS. TEL 1503)403-6211 NEW TELLER STATION.PREVIOUSLY a DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS:DO NOT SCALE DRAWINGS TO CONTACT:STEVE CANFIELD OFFICE(NC)CHANGE OF B. IN MAN'INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY EMAIL STEVE4DMYCREDI T UNION.COM OCCUPANCY)NO CHANGE TO GENERAL IF ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN THESE CASES,THE DISCREPANCY PRIOR TO CONTINUING WITH WORK. EXTERIOR, 1 CS COVER SHEET NOTATION"EQ"OR"ALIGN"IS USED IN LIEU OF A DIMENSION. 3. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN CONTRACTOR CYPRESS NW CONDITION AT ALL TIMES DURING THE PROJECT. 7873 NE WADE LANE NE PROJECT ADDRESS; 8950 SW BURNHAM STREET,TIGARD C. DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. REFERENCE 4. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, KEIZER OR 97303 OREGON 97281 ARCHITECTURAL INDICATED DIMENSION POINTS. INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER, THE CONTRACTOR IS TEL 503.201.7889 TAX MAP. 23-75 RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF CONSTRUCTION CONTACT ALAN SCHINDLER 1 A2-10 FIRE LIFE SAFETY AND DEMO • D. DIMENSIONS SHOWN ARE TO GRIDLINE,CENTERUNE OF COLUMN,OR FACE OF WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT.BRING EMAIL ALAN SCHINOLER@CYPRESSNW.COM 1 A2.11 SECOND FLOOR PLAN/RCP/FINISH LEGEND STUD/MASONRY,UNLESS NOTED OTHERWISE. UNFORSEEN CONDITIONS TO ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY STATE I.D. 2E102AD0240G POINT.THE MEANS OF CORRECTING ANY ERROR DR UNFORSEEN CONDITION SHALL SCOTT I EDWARDS ARCHITECTURE,LLP ZONING. MU-CBD A3.01 INTERIOR ELEVATIONS AND DETAILS E. INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO FIRST BE APPROVED BY THE ARCHITECT. ARCHITECT 2525 E.BURNSIDE STREET • CENTERLINE OF WALL. 5 ALL REQUIRED CITY AND/OR COUNTY UCENSE SHALL BE ACQUIRED AND PAID FOR BY PORTLAND,OREGON 97214 THE INDIVIDUAL TRADE. TEL 503225.3817 USE: B-OFFICE F. DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS 6. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE FAX 503.226.3715 SHOWN ON PLANS OR LOCATED 4 1/T FROM FACE OF WALL TO ROUGH WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A CONTACT:SUSAN BALOGH Y a OPENING. SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY tN WHICH THE ITEM FUNCTIONS. EMAIL SBALOGHI SEALLP.COM _ N 7, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL C) k, 0 EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM tY hCONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR VICINITY MAP KEY PLAN 112PIY 'TVP. DAMAGE. THE �+^� � 0 0 0 ' REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN L Z �R�i GA / W CONJUNCTION WITH THE EXECUTION OF THE WORK. CITY s O I W- T� & CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USEDRE.T �, D ©R ©DF� C© ,5�P ' $ BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL a'""<I(' V J(4T CC SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. THE ar .„ . D J Q I CONTRACTOR SHALL ALSO MAINTAIN,IN GOOD CONDITION,ONE COMPLETE SET OF `- { ,.-:. �.. LC3L'C�:,_ a 0.W T -( STAMPED CITY APPROVED PLANS WITH AU.REVISIONS,ADDENDUMS,AND CHANGE i. t' CD SET 9/28/2018 S ORDERS.ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF OTC �,A 1 - aL1 F' THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE 'vA " ISSUE DATE W LL _ ALTERNATES INSPECTIONS FOR REFERENCE DURING CONSTRUCTION � -, Z 0 W 10, THE CONTRACTOR SHALLL SE RESPONSIBLE FOR THE ALL NECESSARY PRECAUTIONS ONS TO SECURITY OF THERE 4` h �S i`Pa "� ' al O a THE CONTRACTOR (y SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. . Drawing: Q Z IN ADDITION TO THE BASE BUILDING BID,THE CONTRACTOR SHALL PROVIDE THE A d'z FOLLOWING ALTERNATES: - ,dI��yJ iL `� �+ O }? 11. THE CONTRACTORS SOLELY RESPONSIBLSAFETY OF THE OCCUPANTS AND E FOR ALL AT ALL CONSTRUCTION MEANS AND }" I I I IJ u 4 I COYER SHEET W Q O SEE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR ADDITIONAL SCOPE OF ALTERNATES, METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY i �.��a �" I- 0 CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL.LOAD CARRYING SYSTEMS - ! iC --- i , • ) LU Z Z12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY MPLETED. v}•• p b p BUILDING Date. (� 4 1. REPLACE EXISTING TROFFERS WITH UTHONIA AVANTE RECESSED c 4 .I_ DIRECT INDIRECT LIGHT FIXTURES ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL N USC APPEAR WITHIN ONE(1)YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE Z I- 2. PL-2 AS ALTERNATE TO SS-1 AT TELLER STATIONS WORK UNDER THIS CONTRACT. Fj Ino ' F-W 13. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL +' V a WINDOW FILM F-1 ON NEW DOORS WALL MOUNTED SHELVES,EQUIPMENT,ACCESSORIES.CABINETS,ETC. Creek Park _ 14. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR REMOVAL a. Is 4.ASSOCIATED DOOR FFR THE, EL HG DEMOUNTABLE AND A L OTHER TRIM DURING CONSTRUCTION, NORTH W W d 15. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA AND TO Sheet No: co p ENSURE THAT MATERIALS DEUVERY AND STORAGE DOES NOT INTERFERE WITH ZT- DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC RIGHT OF WAY, , LII- I- i ,, Dal 'CITY F T GARLl PPt`CVed y PIar?ijr;Date: T 7 ♦.d Initials: (.. ! -,0 I 111111W ,a2 IIIIIIIII 0_ LI irr..„7„ . 1 Z1 -----------------------L-' . ^ __-_,— CN COMMON PATH OF TRAVEL DISTANCE STORAGE I 0 EGRESS ri:65' 0 SCOTT'EDWARDS ARCHITECTURE LIP. co ' ' . "7 ..,..r` OFFICE STORAGE OFFICE OFFICE OFFICE 71 1:1q41111 1 1; 11 1 i 1 MANAGER L V ci°"!4'.) OFFICE OFFICE OFFICE !II 2525 E Burnside Street,Pcrtiond,OR 97214 irCi irtff:. I --120. - ...„-i- F___. -1-0,.7 5P,.7:_ 11 11 F:1011 . ._ . _ .„_ _ I 10—5 1 -- - [ 106i L1.0771 ;! Phona:(503)22Smov -3817 wseellp.corri in 1 1 ipa_2_ , 2 r- - -- dpo, 2 TIXII ;2- I . . . . 1; a) ( l Id_ silt-SUESS I STS ,41 7:h ,gustiEss, wsiElEss 614.911EgS i ciij_)i' r -,, L 102/ 3 ' 7---1 , . _____. . . i f2 , : . , I-I ns\ a -- \ /I 11 NI __--„. { , 1 t I , . 1 I ILJ] b.-,. • cn 7 : K I 1 , I ( ___A 17 j • 4 I , I \ L f , 0 II ilil i -1!-- - IL ,,J e u.. ::,, 4- 1 I .._....... _ .:-_I_. . I il 1 :TETER, •',._..,.. . TATIONS [I, I! .-- -7.. I..I 1 rff-----) i. — . .. . I( !,_ , cL ow\ — I ii I , , , , (!i6i-') 1 II 1 .._..... 1 1 •-.---.4 _.---1 , i____ OPEN I , - , OFFICE I I I- ,, 1 ,--- OFFICE OFFICE Dila"sIgne•by Pew Gfirnm " 0 I I ii i; ,i r10-1 L 108_,i : I Dale-2018.10 01 14:11 507'00 is•-• I a. -L '-'-'-- 1-' TELLER L i ' --, co JusiNEss , (70---)4 I KIN) 7 — ,....: , NW PREFERRED igpl ii I "g 171 g ..,81.1SINESS., _ 11 1 Iii ,, ,:b 7'-• ! II CREDIT UNION 1 -- li To OPEN I a. Job Number: 18002 DEE tr Ta (11 ' . CONFERENCE j ; % 8960 SW BURNHAM STREET ("1-61)-/ 7.BF ; I e I! ' —065-) TIGARD OREGON 97281 .2 7 100 6 BW.XF_SS 1”ff i CONFERENCE _, rig] cc r LOBBY 7 „ ,_______) 111 l )) I 8 DER8 LI 1; 2r / ,--, Ul I //(///' -"-T ridg] :-.-I IT. '; - I07-; ; ; / // ji/ / ,"r:., ,' ;P //Mill.1 t: ' / / ,- • / / BUSINESS i ' / Ll'Ir'..!! ; "IIP! 1 , ESSIB1 LE-7 '1 /7/_,/ /' TI ACC 7 r i: CCESSIBLE 1 '; ROOMS z :/// / /RikESTP°°In 1! Ir"--.I;\ 1 7/1"-- I ACCESSIBLE 7 7-1 /VrIN SCOPE-iIII ,: /// / ir/NO,',1 IN/SrPE -, !I r I 7 f TORAGE 7 4grNRS°C°VE '/.' ! /// RiOECPCI"ENFT.80PALEA a EY 11 / ' 1,,, - 6 ' fr 1.17 LOBBY / V • I, -i 1 - / A • I ! --A-757g--- - _ Liz:_Z-,A/. _z_i. , rt .• 1 _______If _ ri I 1-.1T911 , . Tor,/,.„; I ci-c--,4') --It '004) . .00,3) . __. , EXISTING HALLWAY [ ,,----1- PATH OF EG'RESS — I I 1 TO STAIRS DOWN 1 , i r --,----2 • I 1 I 1 I • ' 1 I 1 I I I ; 1 i 1 ! 1 1 , - , t I I i - (Th SECOND FLOOR LIFE SAFETY PLAN (i7' DEMO FLOOR PLAN \A2.10 i 3/16”=1-0" •‘2.10 i 3/16"=1-0" CODE SUMMARY CODE SUMMARY LEGEND SITE PLAN KEYNOTES KEY PLAN 100 REMOVE EXISTING CASEVVOR IC TERMINATE DATA AND POWER AS SECTION 302 OCCUPANCY EXISTING: 5 REQUIRED.COORDINATE WITH OWNER TO ASSESS WHETHER . DESKSr$TORAGE ARE TO BE DEMOLISHED OR STORED FOR FUTURE 2ND FLOOR CONSTRUCTION TYPE: t AREA NAME — • ., ,, ,ii:Ie. -' “-II.V %;;;Ii,..";•!,:,.-- ,,, USE 101 DEMOLISH EXISTING WALL PARTITION.PATCH FINISHES AT EXISTING AREA OF WORK NAME . 1' ,, ---?.; ',': _,, rrc,, ,-- .-..,1 REMAINING WALL A-S REQUIRED COORDINATE WITH OWNER TO STORE SECTION 602 CONSTRUCTION TYPE, EXISTING-TYPE V-B UNSPRINKLERED ; I" 4,4'-- • „ "."2-- „-- -- ", ,i4', Oec Grp--.,-- - OCCUPANCY(CH 3) ( : COMPONENTS IF DESIRED (NO CHANGE PROPOSED) SF AREA(SF) 102 SPACESAVER SYSTEM TO BE RELOCATED OWNER TO COORDEI4ATE ALLOWABLE AREA: 61-ffi-P- OCCUPANT LOAD FACTOR 1 z,„ I'-'' ' ' ' .----... ;,;; I . / DIRECTLY WI SPACESAVER REP. FiRttell NUMBER OF OCCUPANTS , . „,,,, .. TABLE 503 SASE.ALLOWABLE AREA, 103 RELOCATE VAULT TO ROOM 104 AS NOTED B 9,000 SF 1 2 STORY - FUNCTION(CH 10) / 31;3,1\i, +''''_' '„4 , i n.,krt,:5.• i'f-' -' 1 104 REMOVE EXISPNG CARPET ANO RUBBER BASE,PREPARE FOR NEvV. 105 REMOVE EXISTING CHECK WRITING STAND COORDINATE WITH OWNER FO--LII;I!!!!!;,II ; III;IIIILl_al .,,,.,-,;„ . •,-;N: , TO STORE IF DESIRED L9 EXISTING NO CHANGE PROPOSED: 7 1 :' '' ':!!'Zi! 1 ,,"!,,,,,,,..,r. ! 1 GC) REMOVE DEFIBRILLATOR,RELOCATE AS smovvr+ON A2 1 PATCH AND ' S ; ,;. ; I ! i; i I I I I 1 . 3 I PAINT AS REQUIRED. B 6,050 SF/2 STORY „3, . . EXITINGSuMMARY: . , „ GENERAL DEMO NOTES [I.I SECTION 16.2 EXIT ACCESS TRAVEL DISTANCE 200 FEET MAX :' '4: ' ;•., MO SPRINKLER: 107 FEET ACTUAL COMPLIES - "- 'Ii'';`' A COMPLY WITH ALL APPLICABLE LOCAL CODES . :, /( AND X 0 . AND ORDINANCES CONCERNING DEMOLITION CC LU SECTION 143 COMMON PATH OF EGRESS TRAVEL: 75 FEET MAX OPERATIONS.RECYCLING,AND RESTRICTIVE O(1) es'-r ACTUAL COMPLIES - '4' - ck. ': REMOVAL - .:L,, , . 8 LIMITS CF DEMOUTION SHOWN IS FOR GENERAL ag 0 1- ( "4:'.,:,:i , , i GUIDANCE ONLY CONTRACTOR SHALL 0 a t I LUea :-., ' I;', ° iI ASCERTAIN THE FULL EXTENT OF DEMOLITION i :,4_ . I f -.....M i REQUIRED TO ACCOMMODATE THE NEW WORK "±" 1 :-.11 4IL AND PRODUCE A CONSISTENT APPEARANCE C. PROVIDE TEMPORARY EXITING AS REQUIRED CC 0 m ; r ,, ,,, ,,„,,' „, AND APPROVED BY LOCAL FIRE MARSHALL I 0=IIIC .7 1 D. COORDINATE ALL DEMOLITION AND SALVAGE .Le CD SET 9/28/2018 WITH OWNER. OWNER TO COORDINATE I °E 1 . i ,,,, ,-, -1 ,,,,' ; ,,,,,,,, , ,,,, , v;;;; .,,:. !,._ _ ,*, ,;'0,H :,o,;'," ,', . REMOVAL OF EXISTING'FURNISHINGS.FIXTURES -- -3•-:;;'.' 1-; 3e;',23:111=:-3it343':'':3-jA e,-:113'33, ,,1; ',1:,;:,., 13,1 I 5 AND EQUIPMENT UNLESS NOTED OTHERWISE. ISSUE DATE i z ca 0 1 E CONTRACTOR SHALL BE RESPONSIBLE FOR -1-k- SHORING OF EXISTING STRUCTURE AS I L,L,....„,,, ;,,,,,,;,, ,,L,po' ;,"!,\A ,-,-=',077-7- i REQUIRED. Drawing: i cz z le LIFE SAFETY OCCUPANT LOAD SCHEDULE F CONTRACTOR SHALL VERIFY EXISTING 3:1;3'31::;-31'3,:111 -1f-13111 ;'3,11711-1113-3::;1 ,3333-*33:33:,,,1f:, -31:37 :3"1111,1:1,7„ : '3:- 1 CONDITIONS AND NOTIFY ARCHITECT FIRE LIFE SAFETY I w 4 o AREA I OCCUPANCY FUNCTION I OCCUPANT I OCCUPANT , „„„,,, „„,,,,, „,,i,, u,,„ ;,,„,:',„! „ ,, IMMEDIATELY OF DISCREPANCIES. 2 0 NAME I (CH,3) !AREA(SF)1(TABLE 1004,1.2) I LOAD FACTOR LOAD -7---"r „",„':i ,, „ 2,,'!,'". „ G IF EXISTING BUILDING IS TO REMAIN OCCUPIED AND DEMO LU 2 iT, FIRST FLOOR -- - -_,;Q i I DURING CONSTRUCTION,CARE IS TO BE TAKEN 4 CONFTFIENCE I LOBBY i I B 8 115SF i I 351 SE ASSEMBLY BUSINESS , , 15 -T._.__ a 155- -i- --4 _ , " \ „,: „11,4" ,„w,„,„„, „,„ „ — 'I' :'I',','„ ',"q, „,,11,„ . ! TO MINIMIZE NOISE,DUST,ODOR AND DISRUPTION OF OCCUPANTS AND UTILITIES. ALL V)0 R. :35;T,./ :;33,:3: '' 3:11':;_ ,' i BUILDINGOUTAGES REQUIRED FOR I 2 i I COMPLETION OF WORK TO BE SCHEDULED WITH f 0 81 Z 1-- 'OFFICE OFFICE -I- B B , 138 SF I 16B 5F BUSINESS BUSINESS 100 103 I 2 OWNER WITH 48 HOUR ADVANCE NOTIFICATION. -±-LU OFFICE B I 120 SF BUSINESS I 100 1 2 OFFICE B I 120 5F-- BUSINESS 1 100 I 2 j 'N I1 i2qce //' "'?' , 0 z OFFICE B I 117 SF BUSINESS 100 I 2 ..,„, '2,,,---,2 -, LEGEND w w 0 OPEN OFFICE 8 1 575 SF BUSINESS ;!---I--:- C4t:;;' ; . Sheet No ir21 STORAGE B I 65 SF STORAGE- i 300 I 1 2 U.-• STORAGE 8 i 120 5F I STORAGE I 303 1 i -------- DEMO EXISTING P 0 TELLER : B I 204 SF I BUSINESS 100 3 " - 20S3 SF ------------ EMSTING TO REMAIN A2 II 1 0 _ . . . _ . . . .. , „,.•I; -o = moi 7 ,, I , I i I i ( I I- — _ IIS. Z ! Il T EN `1 f ( I! j 1 I SCOTTIEDWARDS ARCHITECTURE Li.P. co i MANAGER STORAGE OFFICE OFFICE OFFICE 11 { i j! i 2525E Burnside Street,Portland.OR 97214 _ iii �301� :301 �301� �3f71� 301 I T ri©s� [ 104 1 210} I it35� r 1(?6 [TOT f �� TVP. I TVP. I I TYP , TVP- P. phone:(503)226-3617 w,M+lseellp.corn •7.-r) GPT-1) ( 220 (CPT-1) {CPT 11 11 \\` J I I - __. .__,_._. _._.__-11 !.. jr-_•. C \l` (CPT 1) CPT-t �t - ( I �) i220 I _ _ i ?jib) II JIB I i.... I I tc, ' 1731) Li a ( ! ( \�-.�� 4 22n i --,.0 I I I H_ .. 1 I -F _' .. ;;FEMWI I i i i ' LL ¢ ,� 1-P. 306!-� i • 'i--1 I I E 30a + OR v 1t l _ {. OREGON r- I ( I I I I /'' #4566 E 217>- L.1_J �.1�' I �22", Rl" r ` 1:-.„-AX I � 0�.' # 0- i- 4 \ X218/ Zt3 - �216) - i / 215 41J2 ., �.OFFICE i s J I L...,._..-. -i 301TYP OFFI ! CR 8 - ( 1 08__ 1 P-,_-� MI IP 1--� Oigtally signed by Peter Grin m p s - �1 a r-- O l IDate.2018.10.61 14:1201-uoty tD TF1 t FR A3.61 © �` (CPT-1� j, 1 I I I f STATIONS CP t i}– 1---r". ,�. . � i I {{^'''� II �g I 141. �2t7�` a� 1 0 '4 a I 1E"X /��' �- N 1 _ (Y6-7rYP 12 1 I I I NW PREFERRED a/r 22 5 ,� — _ —__ I CREDIT UNION P-2 D_CV act ,Y . /� co t;-IT -6 I r « ( Y' Job Number. 18002 L. CPT-1 1 6 1 I/`�`�1 F a c 217}, + 1.- z12 CONFERENCE ' _'' Ea U i Q ( x109 ! 361 P I 8950 SW BURNHAM STREET r I > ��--((z1a (215} 2is`' (cPT-1) I —!! 11 TIGARD OREGON 97281 H.. f 8'-S" 1' 0' N iI - a – i y ,.. _ — _... ��// f Lt. - LOBBY , 1 — Irl e I! � ; W 7 1©Q t f--I �� v IL A3.01 13.7.'•-•-.7;-.!': -..;-,-,>. I (l -1( f I 1 �-- 7 1 I I NOT IN NOT IN NOT IN J I eI- S1 NOT hV I NOT IN _pT IN I I SCOPE SCOPE • SCOPE I 1 E, "34-------...-7';7 SCOFF�1{ SCOPE �'t t11'221 (120:7 ( f I 1 I 1-----o • 6 (-2.21 ;; SQST 11 i� , I i I —fYP I ;�– +((/ I ORALE I 3 7-P ` ' 7. '1 _._�_ ; 110 __ _�..I: ❑ 1.. 11 q _..'. n - 11 ti 11 It 301 I 1 I . �� FLOOR PLAN � REFLECTED CEILING PLAN .11 3/16"=1.-0„ 1,`1/I 3116„=1._0" it FINISH LEGEND GENERAL SHEET NOTES DOOR TYPE CPT-1 DESC' CARPET TILE A ALL DOOR AND WINDOW DIMENSIONS ARE TO OUTSIDE OF FRAME,TYPICAL MIREMANNINGTON MATCH BUILDING STANDARD COL.LECTIgN,RIDGELIKE B. PROVIDE FIRE EXTINGUISHER CABINETS AS SHOWN I SPECIFIED. COORDINATE FINAL LOCATIONS WITH FIRE MARSHALL DOORS W/REUTE, SIZE: ae" C. ALL INTERIOR WALLS TO BE TYPE P1-8,UNLESS NOTED OTHERWISE. AND FRAME TYPE COLOR MOUNT 14907 D. FOR ROOMS NOTED TO RECEIVE MULTIPLE INTERIOR FINISHES,REFER TO THE RELATED DRAWINGS 3' 0 INSTALL. 3-STEP VERTICAL ASHLAR L FOR EXTENTS. ¢' - 1- (CPT-2) DESC: CARPET TILE E ALL CASEWORK AND WOOD ARCHITECTURAL FEATURES TO BE AWI PREMIUM GRADE CONSTRUCTION. wf---- ii— MFR: INTERFACE F. WHERE NEW WORK TOUCHES EXISTING FINISHES TO REMAIN AND WORK IS DAMAGED IN THE COLLECTION.STATIC LINES PROCESS,PATCH TO MATCH ADJACENT FINISHES N // SIZE; 25CM,1M G. ALL CEILING HEIGHTS ARE FROM FINISH FLOOR ELEVATION. z / COLOR: 105842 GRANITE STATIC H. VERIFY WITH OWNER NEW LOCATIONS FOR ANY CEILING MOUNTED SECURITY EQUIPMENT TO BE 0 PATTERN: VISUAL CODE RELOCATED. z INSTALL. VERTICAL ASHLAR I. REMOVE ALL EXISTING RECESSED TROFFER UGHTS AND REPLACE WITH NEW LED DIRECT/INDIRECT N NOTES: AREA RUG-ON TOP OF LVT TROFFERS. u ( B-1 ) DESC: RUBBER BASE z // MFR: JOHNSONITE V MATERIAL RUBBER i SIZE. 4 INCH COLOR: 48 GREY WG 1 (IVT-1) DESC: LVT TYPICAL DOOR ELEVATION MFR: MANNINGTON PRODUCT. AMTICO SIZE. 4.5'X8 PATTERN: NEUTRAL PINE INSTALL: 1/3 ASHLAR 4 P-1 1 DESC: PAINT MFR: BENJAMIN MOORE COLOR. SWISS COFFEE OC-45 Y Q FINISH: SATIN W NOTES: g' ( P-2 DESC: ACCENT PAINT KEYNOTES • MFR: SHERWIN WILLIAMS W Q COLOR' SUMMIT GRAY SW 7659 FINISH: SATIN WQ ( P-3 ) DESC: GOORIFRIM PAINT 01 210 RELOCATE VAULT FROM STORAGE 110,CONTRACTOR TO VERIFY BRACING IN FLOOR (13 h S ` MFR' BENJAMIN MOORE ADEQUATE TO SUPPORT RELOCATED VAULT I a U COLOR: SWISS COFFEE OC-45 212 PATCH AND REPAIR ALL FINISHES IMPACTED TO MATCH(E) 03 u re FINISH: SG OIL 213 NEW TELLER STATION:GYP.PONY WALL WITH PLASTIC LAMINATE CLADDING AND SOLID CL"7 ( DESC: DO(7R/TRI.M PAINT SURFACE COUNTER TOP = P4 MFR: SHERWN WILLIAMS NEW PAINT GRADE 3'-0'DOOR WIFULl LIGHT TO MATCH BUILDING STANDARD DOOR HEIGHTl- COLOR: SUMMIT GRAY SW 1669 216 PROVIDE POWER AND DATA FOR SYSTEMS FURNITURE WHIP CONNECTION,VERIFY POWER CD SET 9/28/2018 Q W W FINISH: SG OIL LOCATION WITH FURNITURE VENDOR. ISSUE DATE coO NOTES' AT P-2 WALLS 217 PROVIDE POVVER/DATA AT EACH TELLER STATION -I-E- (PL-1] DESC: PLASTIC LAMINATE 218 INSTALL RECESSED POWER/DATA OUTLET FOR T.V.AT 48'AFF. Drawing: FE 2 111 MFR: WILLIFENIX - PATTERN: FENIX 218 RELOCATED DEFIBRILLATOR Q 7"V INSTALL' GROG LONDRA0718 NOTES 220 PRIME AND PAINT EXISTING DOORS AND TRIM LEGEND KEY PLAN SECOND FLOOR 1M Q Q LOCATION: TELLER STATION 221 PRIME AND PAINT 00OR AND TRIM SUITE SIDE ONLY. ©U (SF-I I DESC: SPECIALTY FINISH 222 PROVIDE POWERIDATAAT 16'AFF. PLAN/RCP/FINISH 117 3 z MFR: 3 FORM 301 NEW LED DIRECT/INDIRECT RECESSED TROFFER.TYP. - --- ---.- DEMO EXISTING A. INSTALL RUBBER BASE THROUGHOUT UNLESS I STYLE: MONOUTHIC GLASS LI OTHERWISE NOTED. 302 EXISTING CEILING TO REMAIN,REPAIR ALL CEILING FINISHES IMPACTED. LEGEND U)H ri COS: BANTER ETCH B. FOR ACCENT PAINT COLORS CONTRACTOR TO 303 CEILING MOUNTED CAMERA TO BE RELOCATED.COORDINATE NEW LOCATION WITH OWNER EXISTING TO REMAIN 0 w COLOR: SCALE A,INVERSE PAINT SAMPLE ON WALL FOR DESIGNER APPROVALt 0 GROUT: 114" 304 CEILING MOUNTED MONITOR.COORDINATE HEIGHT MODIFICATION WITH OWNER I ACT-EXIST 3 PRIOR TO COMPLETION OF WORK I =W FINISH CLEAR FLOAT C. ALL NEW AND EXISTING GYP WALLS TO BE PAINTED 305 EXISTING SMOKE DETECTOR TO REMAIN UNLESS RELOCATION IS REQUIRED FOR CODE ! �� .„� ,,,, COMPLIANCE. I f ` ;y'`r,' { g% (SS-1 ( MFR. SOLID PO SURFACE P-i UNLESS NOTED TOOTHERWISEI ON THER E 306 EXISTING SECURITY CAMERA TO REMAIN. ” O: DUCORLAN D. CONTRACTOR PAI WHETHER EXISTING' Sheet No: Q"Th PRODUCT: CORIAN DEMOUNTABLE WALLS ARE PAlhiTABLE- -11 W W O SIZE: 114'THICKNESS NEW LED TROFFER WCOLOR: WHITE JASMINE 11��._ LOCATION: COUNTER TOP(WATERFALL MANUF_ UTHONIA Q~} MODEL. IIND NTE LED VL)RECESSED DIRECT185-2) DESC: SOLID SURFACE MER: CAESARSTONE SIZE: 2 X 4 COLOR: RAW CONCRETE 4004 LOCATION: TELLER STATION i A3.01 A.,3,0-1 GENERAL SHEET NOTES J =mow iz7 _ P2 --.., a. r7 •-, SIM A. ALL NEW WALLS TO BE GYPSUM BOARD, - ...- IS 1- 1 A , PAINTED P-1,UNLESS NOTED OTHERWISE CIBUNG TYPE W-301) A3 01 13. VERIFY ALL EQUIPMENT DIMENSIONS AND ' - MOUNTING I BACKING REQUIREMENTS PER LAY-IN ACOUSTIC PANEL CEILNG&CLOUDS OR DIRECT(SCREVV)ATTACHED 5/8"GYPSUM EMI 7-4.__L_j-i- 17 , I CI" MANUFACTURER'S SPECIFICATIONS. SCOTT I EDWARDS ARCHITECTURE LLP. WALL BOARD Ii COORDINATE WORK TO ENSURE PROPER AND o , ADEQUATE PROVISIONS OF ALL REQUIRED f ss_i_j___\ 7/ 1'71 1 SE-1- --j1 I ... I SF-1 i 2525 E Burnside Street,Portland,OR 97214 5..- LOAD CRITERIA, VERTICAL 4 PEE ./.,/;" /./7 .• SS-I UTILITY SIZING AND LOCATION,AND FOR _1J cT) / -.Pr-7C- phone:(503)226-3617 WWINZeallp.corn INSTALLATION AND ANCHORAGE CF EQUIPMENT -'-' C. FIELD VERIFY ALL DIMENSIONS AND REQUIRED DUTY CLASSIFICATION. HEAVY-DUTY PER ASTM C-635-00 / IMM I V/ Nmow x (711 I g-2-7 -''-'11111r CY) CROSS RUNNER DEFLECTION. L/360 MAX 1 ....„„4-[SS-1 ) A3 01 EQUIPMENT CLEARANCES PRIOR TO „ 1.x,.-•_==_---, ----, i GRID LIMITATIONS. I EZi FABRICATION OF CABINETRY, . kr i 4., D PROVIDE BACKING AT ANY WALLA4OUNTED MAXIMUM GRID SPACING. CM' '.- t• ,s b EQUIPMENT INCLUDING THOSE PROVIDED BY 0 INTERSTITIAL SPACE HEIGHT- 15'MAXIMUM .- i.% I OM 4463101 w t 1 7 MI-7 o, OWNER. (.81 INTERIOR NON-BEARING I, PL-1 PARTITIONS: INDEPENDENTLY SUPPORTED AND BRACED-SEE N Del-AIL& 1 a"gm ., 1 ! 8 „ . _ I : 4. • . LL REFERENCE SOURCES I (A[ I 1 et -a 6'-4' 3'.10' 2 PER HIERARCHY: 2014 OSSC S. 1 ' RTLAND,OREGON • .-. GUIDELINES ARMSTRONG SEISMIC RESTRAINT TECHNICAL LICEICE#4956 lb w 7---2 '‘\ NORTH RECEPTION DESK ELEVATION -1,?k., i 0- A.SYSTF_M COMPONENTS: (Th WEST RECEPTION ELEVATION •(--T OF e sk PRE-ENGINEERED SUSPENDED ACOUSTIC TILE-ARMSTRONG PRELUDE OR EQUAL `...,__, I SUSPENDED DRYWALL-ARMSTRONG DRYWALL GRID SYSTEM OR EQUAL. r•I ,O__../1 DiplallysignetI by Pet et Grffiim 0 I Dam X16.10.01 1412-07-07"03' MAIN RUNNERS 1-112"COW FORMED STEEL'C.'CHANNEL,CR PROPRIETARY'TSECTION MEETING DUTY RATING SPECIFIED ABOVE, 4',48"0 C -.I. 6-PLASTIC LAMINATE a-3 '"`7 MAX ,$-',„, 2'MAX . --- , I _ --- -----MOUNTED ON MDF :7. CROSS RUNNERS 7/8-X 2-W X 25GA.CARBON SKEET STEEL HAT CHANNELS,OR I I 4:. I / / 3-7 A3.01 77 7 / _.,/,(/' I PAINTED GYP NW PREFERRED PROPRIETARY T SECTION MEETING DUTY RATING SPECIFIED ABOVE @ 2' I :•-• T5 O.C. .,, N 4..r'-: ------.,--- ----SOUP SURFACE \ COUNTER TOP AND SUSPENSION WIRE #12 SWG GALVANIZED WIRE .. .:1 . CREDIT UNION a.04 TIE WIRE #18 SWG GALVANIZED WIRE-DOUBLE STRAND s -' WATERFALL Job Number: 18002 I .c V _, 0. ANCHORS TENSION LOAD CAPACITY:209#MIN.EA 11IV, ''-' / WALL ASSEMBLY 8950 SW BURNHAM STREET 3 WOOD: 1/4"X3"SCREW EYES ' 7,..• / ,, / il ,• b STEEL DECK CMI DCI OR DC 2.1/4"METAL DECK SCREW . ,, , , ' Ill t TIGARD OREGON 97281 I EYES A. ,.. ,• ' CONCRETE: EMBEDS OR HILTI X-U FASTENERS AT HANGER .1ta.". WIRES AND KWIK-HUS EZ AT SPLAY WIRES PROPRIETARY SYSTEM FIELD FRAMED SYSTEM 1 •' 13. • , LATERAL SPACING-CEIUNGS OVER 144 SF: .. LU I 1 4.4 PROVIDE 4 WRES OF MINIMUM NO.9 GAUGE IN 4 DIRECTIONS 90*APART,AND I „...- COMPRESSION STRUT @ --'r I. .i "!. CONNECTED TO THE MAIN RUNNER WITHIN 2'OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 FROM THE PLANE OF ,.../., THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 8*-0”0,C IN , ( EACH DIRECTION WITH THE FIRST POINT WITHIN 4'FROM EACH WALL Iiii 1 ;IV.- CROSS RUNNERS --4--N\ EAST RECEPTION ELEVATION 1-3---'\ TELLER COUNTER DETAIL 4 COMPRESSION STRUT LOCATE AT AND CENTER ON ALL LATERAL SPLAY WIRE . 1 LOCATIONS NOTED ABOVE ATTACHED RIGIDLY FROM MAIN RUNNER TO I '...7,•-1,..... ,,P- #12 WIRE BRACING @ ' \ ..._0_,:il ' 3/8"=-r-cr '+. ..._?..y 1 112"=V0"- STRUCTURE ABOVE I 61;ALIGNED WI EA RUNNER 3/4"O EMT CONDUIT 7--Ir MAX LENGTH B. (4 DIRECTIONS) 1"23 EMT CONDUIT 5.-6'MAX LENGTH . ' 250S162-33 METAL STUD 6'-0"MAX LENGTH - MAIN RUNNERS (2)BACK TO BACK 2505182-33 METAL STUDS 11,0"MAX LENGTH 8'MAX 46'0.C.TYP 6"MAX %,- . . ' C. PERIMETER CLOSURE-LAY-IN ACOUSTIC PANEL CEILINGS OVER 144 SF: RUNNERS ---\ r NIH CLR TO ALL --1.- STABILIZER PENETRATIONS -N,,, PERIMETER SUPPORT ANGLE SHALL BE ATTACHED TO WALL FRAMING WITH 314" SF-1 PRIVACY MINIMUM#6 SCREW©24"Q C.MAX,AND ANGLE SHALL HAVE A MINIMUM 2" I I vl 0, I 1 '......;L,ASS PARTITION----..„.....,,....., I wo HORIZONTAL LEG. ONE END OF GRID SHALL BE ATTACHED TO THE CLOSURE . L _ ; ANGLE AT EACH OF TWO ADJACENT WALLS W/RIVETS. THE OPPOSITE END 711+ r4-1- - 7 I /2 9 1/2" OF THE GRID IN EACH HORIZONTAL DIRECTION WILL REST FREE UPON THE .4. . — r-,-..,--,-,..-0 ,.....-=----......- [-___,----_,.--, ----1 > 1 1' SUPPORT ANGLE VW 3/4"CLEARANCE BETWEEN GRID END AND WALL, GLASS MOUNING ,,,,,,s,_ t- I- - ..--' SOLID SURFACE SOLID SURFACE „,,,, Li , I --------- BEYOND WHERE PERIMETER L da \-CEILING CHANNEL SCHLUTER al L 1 --- ', ,..-,., , PROVIDE 1"CLEAR ON ALL SIDES OF PENETRATIONS. 2' STARTED WALL PENETRATION PERIMETER L(§ DECO-SG----..„ x OCCURS ,----4, OPPOSITE WALL FIXED END -.. I ,I ^' 1 . D. STABILIZER BARS-LAY-IN ACOUSTIC PANEL CEIUNGS OVER 144 SF: C. D. FLOATING END 1, , . , , , SOLID SURFACE. OFOI FURNITURE SOUl)SURFACE COUNTER TOP AND 1 ICOUNTER TOPANO GRID MEMBERS PERPENDICULAR TO THE WALL AT THE UNATTACHED SIDES OF '_ I' . WATERFALL ,,-', SYSTEM SHOWN 1.,---:',--,sz-LH--:7-....-.3,,T7,...):*. WATERFALL THE GRID SHALL,BE TIED TOGETHER(STABILIZED)AT A POINT NOT MORE THAN 8' (4)#12 DASHEDL----',.::::11,-i-L•-'1.I..':- . FROM AND PARALLEL TO THE WALL TO PREVENT THEIR SPREADING, I\DIRECTLY ON . . ..0 , I FIXTURES -- - , ---„, ; '', 4" , E. VERTICAL SUPPORT: i, - ,., SCUD SURFACE 1 [ MAIN RUNNERS SHALL BE HUNG USING IJNSPECIFIED VVIRE AT MINUMUM 4"0.C. \ 1 - GRID HANGER ..., .... -- --- - - - - • 1 L. ----------- BEYOND WHERE 1,1 OCCURS ' AND;CROSS RUNNERS AND MAIN RUNNERS SHALL BE SUPPORTED WITH IN , „...-----,56#FIXTURE .1 0 - 1 r , ADDITIONAL HANGER WIRES WITHIN 8"OF ANY DISCONTINUOUS END,INCLUDING .-- - PERIMETER SUPPORT ANC,LES. I • , 1 , , I HANGERS SHALL NOT PRESS AGAINST PIPER OR DUCTS. HANGERS MORE THAN ,,..... 444011004.7."':...- . I , r, —0E01 FURNITURE I EIGHT ADJUSTABLE r, , SYSTEM SHOWN ' 1.6 OUT OF PLUMB SHALL HAVE COUNTERSLOPING WIRES ADDED 01 DESK OF01 I DASHED TO BE HEIGHT , Ft COUNTERSLOPING HANGERS SHALL BE INSTALLED WITH A MINIMUM 45 DEGREE ..,...•"•-...„... 'I- 1 — . . , ADJUSTABLE , , ANGLE FROM HORIZONTAL. PROVIDE A TRAPEM MADE OF MAIN RUNNER STOCK WHERE OBSTRUCTIONS TO STRUCTURE REQUIRE DIRECT ATTACHMENT. PAINTED GYP P.1- i <,3 - : 77-; / Lil i PAINTED GYP Li 'cC2i_1.:.i __ , , -- _ 4 PAINTED GYP HANGER WIRES SHALL ATTACH TO RUNNERS AND SUPPORT ABOVE WITH A I,I, < . > MINIMUM OF THREE FULL TURNS Will-UN A 3 INCH LENGTH. E. DATA ELECTRICAL , RACEWAY ACCESS , ;i 7-200-56#FIXTURE oti. F. FIXTURE SUPPORT (2)#12PANE43 o us. --__ --------fi.€ 1 0 , SAFETY / r : HANGER ST------ / r HARDER DATA ELECTRICAL 1 , „„„.. . DATA ELECTRICAL UGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY B'f — 4 , .. ,„------ RACEWAY ACCESS I , . RACE.NAY ACCESS , . , 12GA WIRES TO THE STRUCTURE ABOVE BY A MINIMUM OF 4 HANGERS,ONE AT / /I PLASTIC LAMINATE fi -'._ I I PANEL 1 , PANEL • EACH CORNER . f • MOUNTED ON mc.../- . EXCEPTION:FIXTURES NOT OVER 5/3 LBS IN WEIGHT BUT MORE THAN 29 LES IN I 6-PLASTIC LAMINATE • WEIGHT MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM SCHEDULED Iti .."'I, . ' II.t' RUNNERS WITHIN T.OF GRID INTERSECTIONS BY A POSITIVE ATTACHMENT SUCH • G. I SI. ------ ---- MOUNTED ON MCF AS SCREWS OR BOLTS,AND SHALL HAVE(2)#12GA HANGERS DIRECTLY FROM METAL SCHLUTER CAP . , THE FIXTURE HOUSING TO THE STRUCTURE ABOVE THESE MAY BE SLACK / , , METAL TRIM-SCHLUTER 1/4"NEGATIVE REVEAL ' I ' ,,,,, ..".'-'''''''. JOLLY ....",...., ..--r : I , FIXTURES WHICH WEIGH NOT MORE THAN 20 LBS AND WHICH RECEIVE NO PAINTED BLACK--- , ---114"NEGATIVE REVEAL 1/4"NEGATIVE REVEAL TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND 1 ---- PAINTED BLACK ,... ___.... PAINTED BLACK : CI 8 SUPPORTED BY THE CEILING RUNNERS ALONE F. ,...-., GRID HANGE.R .. I1 .I—41, ------ "1 , 0‘1) ., ---i'l• - - -. - ':.r- ,, 4k.t„ 2,0 ...,•cel,.: ,,,p1/2 ...., . z(2 F (5 TELLER COUNTER DETAIL 1 w 11M\ ACT DETAIL ( -7--, TELLER COUNTER DETAIL 3 (6-\\ TELLER COUNTER DETAIL 2 !-- 11 a C.3 3,01 ] 1 1d'.=I-0" GO 0 A, M--• .____...,„3.01 1 1 1/2"=1-0" 3.0-1 I 1 1/2"=1-0" .--/ o.-4 CD SET 9/28/2018 Z CL“J CLEAR GLASS PANEL, V I. ___.. - - WALL CONST W/GYP ED \s,31)9- 1 1/2"=1'-0" '7 r-7-• I' 1 _ , ...._ -- I .,-----'- m 8 1 HOUR RATED 7.*6 w/1,"2-PLY- TEMPERED 218"P-I t , ...-- EA SIDE.rev.SEE ------- .,. PLAN FOR WALL ISSUE DATE THICKNESS. I ..._ /..---- ALUM GLASS SILL -- I MOULD OR CORNER Drawing: 002 I -' II EQ EP E CHANNEL, ? 1 I I, „."- .62 ACOUSTIC SEALANT.TAPE , • i rx, RECESSED BEAD AT ALL GYP BC)EDGES TYP 2 X 4 MIL STUD WALL J MOLD OR COWER BEAD i/ /\ 11 INTERIOR AND FINISH 4,GYP WALL ANO \,>,,,, 12" I / ,. CEIUNG.WHERE OCCURS 112" I / AT o /11 i .,-.-"- BLOCKING CONST 6!U -. W;GYP BD EA SIDE.TYP A I , ' ALL GYP BO EDGES,TYP Lir ELEVATIONS AND 3625102-33 BRACE 8'-0'----------" a ''''1,-- .11/ IV. .777"- - -- !MOLD OR CORNER BEAD DETAILS w-z -- ------------3 5/8"20 GA MIN METAL W ,-• t STUDS,@16"OC -:-- ACOUSTIC BATT 0.C,U 0,N.-LAP WITHIE) 2x6 JOIST OR VVITH ADDEO 2x6 BLOCKING wi(2)412 SMle-'sr` \ ( \ / / I i i=f, _:-:.::.-.. it-' 2 LAYERS 5/8"GYP BD ,. ._ , - __. AT ALL GYP BD EDGES,TYP INSULATION.MIN 3- * 'IV - -BLOCKING 411 WPWHPAP '...--- ''.-, • ,--...,Z---.SCREWS I - 1/2*THICK Ns\ SEE ELEVS. CLEAR GLASS PANEL, ,,-;=-4,„ 1 r,--------- -2 X 4 STRUCTURE WALL ! ALUM HEAD \ A /''i 0 I TEMPERED 3/8"TH --It)LAYER 5/8"TYPE'X' (2108 SCREWS . (1 ,„- 1 r•.,- . , CONS,T _ CHANNEL / I, GYP BD TO TOP TRACK --- ._ _ ' 1 . jj . W/GYP ND EA SIDE,TYP i I -------__ RECESSED 5-,....• [ '...,..--.-, .- .or- , /-ACOUSTIC SEALANT UNDER , ,. •• 1 1` V: -:---.'"------ -:1 CLEAR GLASS. U1 0 I P1-X 1 / GYPSUM BOARD AND TRACK .--- - I 1 , , EO EQ TEMPERED ! Sheet No: ACT LOCATION ,, 1 )......„. „-- - / ORLULSEIi"T HICK CLOSED it -1 NEOPRENE GASKET I I L I-, I I ''' ‘1 :-_".. w0 , iiii.*1 I STC I 1 >-.17_, TAPE BENEATH TRACK EXISTING SUB-FLOOR I ICC I ----... ..-.--F E\I 1:I1 II 1 1 A3.01 1... ... rii-,. ASSEMBLY- METAL STUD r \, WALL BRACING v_...L._ ii-iNI RELITE SILL (r197\, GYP HEAD DTL @ RELITES (---6-\ GYP JAMB DTL a RELITE !,,,.....____), ., I \ ?-.,y 1 1/7''---1'-0" 3.01 3 -1-0 \& ) - " ‘& 1) 3" l-0" 3 01 3 1-0 . _ \ .0.,/1 i 1 1/2".l'-er . . ,. . . . ; .