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Plans (10)
1:itiP2 (1) 1 : - 00 ) 62 2 Ln OFFICE COPS ��� Dt � • w run:.i i.u�a SCHOLLS BUSINESS CENTER ... . CITY OP TIGARD a m ErI3FORCODECOMPLIANCE A ()�z[i.nti��, aiz1:c;c�i� rn Appronedt � c_k ��, rio. gzsti �' 0F O% 4/t. rCttnIt#: r °, Q� Address: i,4 N'. b�.5 Suite It: LI)d-dZ-sv.1c- Y:- } a R- I b By "-k".. Date: 9 ..a,c--Lis> b KRUGER TM t SUITE R la gc R 1Ankrom Molsan OPTICAL , R , 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE,SUITE 300 SEATTLE, WA 98101 T 206.576.1600 SHEETINDEX 1014 HOWARD STREET BUILDING/ CODE INFORMATION SAN FRANCISCO, CA 94103 .. T-0.0 COVER SHEET T 415.252.7063 p' ,i, i..:...- 4 a� GENERAL NOTES ©ANKROM MOISAN ARCHITECTS, INC. - OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION T-0.1 ACCESSIBILITY SHEET ` " _, , I, ' -1' _ 1. Washingtonre - ' T-1.1 LEVEL 1 &2 EGRESS PLANS ' ` ' CO NTRACTO R I N FORMAT! 01\1 CONSTRUCTION TYPE: VB T-2.0 LEVEL 1 &2 DEMOLITION PLANS - .. , a -: ,` SPRINKLERED T-3.0 LEVEL 1 &2 FLOOR PLANS k ,,, ii% 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS T-4.0 LEVEL 1 &2 REFLECTED CEILING PLANS I ' "" SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. BUILDING HEIGHT: 2 FLOORS T-5.0 LEVEL 1 &2 DETAILS 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. 0. .,:,..il, ' , ' BUILDING OCCUPANCY: B T-6.0 LEVEL 1 &2 FINISH PLANS � - !I.._ . 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. RECEIVED k ' = 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND ti' '. - L TENANT IMPROVEMENT SQUARE FOOTAGE: 12,450 USF(R-1a)&3,504(R-1b) .. , L„. iWASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. SEP 2118 gi: _ * 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED ', . UNDER THIS CONTRACT FQR A PERIOb OF ONE(1}YEAR UPON COMPLETION OF CONTRACT. OCCUPANT LOAD FOR TENANT IMPROVEMENT: FIRST FLOOR 105 CITY OF TIGARD '' f....,,, : 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ilkSECOND FLOOR 42 uILI� II[( DfVIS�pN 1 11 s. IMPLEMENTATION. REFER TO EGRESS PLANS ' 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT-\��� - -- '�� �. PRIOR TO CONSTRUCTION. DEFERRED SUBMITTALS s 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE -SO ' ' # `ti CONTRACTOR. ELECTRICAL r a ' 9. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED +�"v ' w` MECHANICAL J. . iir a ,. k I M AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.THE GENERAL ., - Z _* �VAW CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL ,W,.'' ilii , ,, WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. GENERAL NOTES - CODE INFORMATION PLUMBING ' 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL yy� Y - i EiUi DING R" DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. FLS/SPRINKLER ,.. , _ .. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL "i - ' - 7 i--.. ' - g- *. . . "g . 4, igNINifil4 * "-'eg N A ,vit.- '- vi . .- ;!..-t•-tPROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. e . '. ' ., Vii'- _ 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH n1° 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE& FIRE ALARM SYSTEM PER " Er�glerad .„ .. MATCHING BUILDING STANDARD TILES. FMO. Park _ %, ,,.� = 12. PARTITIONS, DOORS RELITES,AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. 1� - ; 3 ' .; f 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND .02igos ff REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. a ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. UNLESS NOTED OTHERWISE 4 FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL FIRE EXTINGUISHERS ; l 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS . E „ 16"AF 14. ALL NEW WALL OUTLETS TO 8E AT F UNLESS NOTED OTHERWISE. x> . TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA 1� , I la. ADA UPGRADES SUMMARY 8 w. . ., -, �£ ��• � � ..:.,,�,,, ,1/4.0� ^ ��' � 1- ' 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL • WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. ..: , t" 1 -, ,� `" 9_� - �� 4 � . .� °. AND VOICE/DATA OUTLETS.TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND „ /a iiApo if , . ' : -: ry' ,. 5. PROVIDE ASIGN READING"THS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED AS � � � ,�,. �� �- -: INSTALLATION. 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF ' ' `, A 4' ' DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. N 3 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLA ." 4, 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING N 5 ffi- ' :, " ++ .. , $ :r ,�. 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER DE,AN CO D THE INTERNATIONAL FIRE CODE. TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO ARCHITECT 4. W CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY FOR APPROVAL PRIOR TO APPLICATION. CODE 2014 EDITION, SECTIONS 1006 AND 1011. SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL / I 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN I WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS THE FOLLOWING ORDER: VIC I N ITY MAP ,} SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON NTS PROJECT STRUCTURAL SPECIALTY CODE 2014 EDITION. A. PARKING; PROJECT SITE COMPLIES B. AN ACCESSIBLE ENTRANCE; PROJECT SITE COMPLIES C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; PROJECT COMPLIES 06 RI A D D A LT E R N AT E NOTES D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A fY SINGLE UNISEX RESTROOM; w PROJECT COMPLIES i- 1. PROVIDE PRICING FOR A 24-HOUR COOLING AND POSITIVE, CLEAN, FORCED-AIR i.L. 5 SYSTEM. UNIT TO BE LOCATED IN UTILITY ROOM ON FIRST FLOOR. E. ACCESSIBLE TELEPHONES; W V"1 2. PROVIDE PRICING FOR FLUSH FLOOR MONUMENT JUNCTION BOX ON 2ND FLOOR N/A I� 1 OPEN OFFICE.TENANT PROVIDED SYSTEMS FURNITURE, FLOOR BASE FEED IN. z MAXIMUM OF(4)WORKSTATIONS PER CIRCUIT. FINAL LOCATION TO BE F. ACCESSIBLE DRINKING FOUNTAINS;AND z COORDINATED WITH TENANTS FURNITURE VENDOR. PROJECT COMPLIES W - 3. PROVIDE PRICING FOR BASE FEED IN JUNCTION BOX AT WALL ON 2ND FLOOR V 0 OPEN OFFICE. FOR TENANT PROVIDED SYSTEMS FURNITURE, MAXIMUM OF(4) G. WHEN POSSIBLE,ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS AREA OF WORK WORKSTATIONS PER CIRCUIT. FINAL LOCATION TO BE COORDINATED WITH STORAGE AND ALARMS. f30 TENANTS FURNITURE VENDOR PROJECT COMPLIES V) , f C1 W w m J [ 11 qffr/Ir ,-- //' /- v�+r 1 _ z - - W , , D iiO QCL zo o / / .I IRV tY LU H - ri... , ,,' ..1 r LU • - -- ,Ik Ell fY 0 din ti) - , �IIiIIIIE'n;a ; % E 11111111;11 . .J 2 Q D - - n PROJECT TEAM z - 400.41K-r ,Pq` iti�t �i H BUILDING ADDRESS 10110 SW NIMBUS AVENUE- BUILDING R, O (!� Q ' .. aim SUITE R-1 a&R-1 b = p H Q PS PORTLAND, OREGON 97223 12 z il U / 1Wo O w IOWNER/LANDLORD KG INVESTMENTS a Illlllliilllllil /' / /AMR IIIIIIEhr - 10240 SW NIMBUS AVENUE, SUITE L3 ;` VIIIII-1; PORTLAND,OREGON 97223 - CONTACT: KYLE LATTA -' i- �� �� J PHONE:(503)245-7100 REVISION DATE REASON FOR ISSUE c _ \-/ " `-/ _ FAX:(503)245-7710 m Q .3.1,sf _ II _ _ , _ Iii `� ARCHITECT ANKROM MOISAN ARCHITECTS, INC. 1 11���///„ __!�' ^/ 1.1 ,5 ' ' 38 NORTHWEST DAVIS, SUITE 300 CL /PO !.I ,t � PORTLAND, OR 97209 d a! I■I I. �% ` PHONE: (503)245-7100 d FAX: (503}245-7710 •, �• ■ o CONTACT: BETHANNE MIKKELSEN w1.7'. goo ,„ __--s & me 6. �' OF WORK K - El= PHONE: (503)952 1593 �, % � �% AREA O - I TENANT KRUGER OPTICAL vi r9 m '9 o - - -'" %IL ° ° CONTRACTOR CCI � % [ NI -+ II 5573 S. 1ST CIRCLE 11 �! [ to lo ° ,� DGEFIELD,WA 98642 MP Er - - --, _ 1 - - 1 - ;RAI KE MONEY / amid, 1 i - - - - PHONE: (360)931-4361 Q JilLor--L--Tror/ IIIIIIIIlII1 ° 0 0 CCB#: 123729 / IHHIIIIIII1l, 'i - IIIIIIIIII�I a/ IIIII[IIIIIIII °7.. // / r IMIA Ism ! °B°WCOVER SHEET 03 Millil i 0 OPEN c L - -1 ip BEIO'h' Q� - - - - - ' ._ I IIIL laill -Illillil --- ------- --- PERMIT SET o BUILDING R - LEVEL 1 KEY PLANLI ABUILDING R - LEVEL 2 KEY PLAN 1 1/32" = V-0" PROJECT 3/64" = 1'-0" PROJECT a ,1; DATE PROJECT NUMBER NJ co CIT./ OF ,T IGARD 09/13/18 182540 Approved by planning SHEET NUMBER w Date: n 1 :- Initials: . AV 1-0 .0 ccu 2 m v / \ Tll/ard Q. IlJll'c'....-",.., cA APPROACH BARRIER PREVENTS --.rr.- g...._ m _'` ) PASSAGE OF 4" TYPICAL SYMBOLS 1'01{11 AND, ORE C N3 o, / 1 /& . 1 SPHERE WITH ANY 30" 20"MAX 20"25"MAX tl� No. 4768 O� / ,� } PORTION WITHIN SIDE REACH DIAGRAMS ,c��j 4�� 60" / - \ _ 4"OF FLOOR - \ z 1i OF 6 51-0"DIA / ill, ",p i 1,1 2 0 Ilk AFP'''1 2 A _ - — im' s , \ _ _ / EO„ - 09' 1 t / I I1 w CHANGES IN FLOOR w ���� `Y jdim 1 CHANGES IN FLOOR I m LEVEL w LEVEL '� qrq. o _ _ / rWHEELCHAIR wIII/i:, mit 11%Ii:,TURN-AROUND BARRIER I = x I • �1 ¢ IiIrt v x ��,i.- �= ��1i.— — \ I 1 ��� I ,I � I \ 'n- 2 `T' .%1►\; Tro, . TM I� �i If "' %LL\,►, �!l ILL_`►TWO DOORS IN A SERIES PIVOTING TURNING SPACE \ TIL-- .III ��� �� �I� ��``�-14� ; -�oi�` V •-wow- WHEELCHAIR CLEAR FLOOR ADA-FLOOR LEVEL TRANSITIONS An rom Moisan i SPACE&CLEAR AREA REQUIRED 10"-24"* CIEl `. BEYOND DOOR SWING MAX MAX MAXI 38 NORTHWEST DAVIS,SUITE 300 a PORTLAND, OR 97209 ce T 503.245.7100 0 0 0 FRONT HINGE 1505 5TH AVE,SUITE 300 \ \ — — APPROACH APPROACH - HINGE SEATTLE,WA 98101 PULL SIDE FRONT PULL SIDE APPROACH- LATCH T 206.576.1600 / \ APPROACH \ PULL SIDE HINGE APPROACH LATCH 1 / irlii/ 1 —PUSH SIDE \ r APPROACH - PULL SIDE \ APPROACH - 1014 HOWARD STREET z / } I I PUSH SIDE PUSH SIDE SAN FRANCISCO, CA 94103 o ' 60"MIN ;� 60"MIN z I I z .e' 1 • '< 1 i >. \ T 415.252.7063 w / g z g + H ©ANKROM MOISAN ARCHITECTS, INC. 60"MIN \ N / / _ z z I I I Bo v ! Il oo I 1,1n1 x J 18"MIN 12"MIN* 36"MIN 42"MIN 12"MIN* 22"MIN 24"MINjrI 24"MIN , ,ii o cc o o cc 0 MANEUVERING CLEARANCE AT MANUAL * DOORS WITH BOTH LATCH &CLOSER SWINGING DOORS ** 54" MIN. 1F CLOSER IS PROVIDED ***48" MIN. IF CLOSER IS PROVIDED RECESSED DOORS- DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN THE RESIDENTIAL SLIDING DOORS WITHIN THE PULL SIDE RECESSED RECESSED DOORS- FRONT POCKET OR STOP OR \ DOORS- PUSH SIDE WITH ACCESSIBLE ROUTE INTENDED FOR USER PASSAGE UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER APPROACH AND>24"DEEP CLOSET PASSAGE AND>24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET HINGE LATCH PUSH SIDE CLOSER AND LATCH WIDTH \ r APPROACH APPROACH I I .,� o ce w I I �� <=7.11 \ z „ I I I I 36"MIN cL Ow 0 0 I I I Iz Z b V,SMINS I I I I 0 0 0 r4 I I I I N I I N I I 1z'°MIEa- N* LL p + p O I I 22"MIN I I 24"MIN I x x I I x , 32"MIN `\ IN A 32"MIN 32"MIN — — — — — _ — — - — — — — — — --� 36"MIN CLR OPENING CLR OPENING / CLR OPENING \ i € ', 1 \ 1 € ? _ i i� \ �� — \ CLEAR DIMENSIONS MANEUVERING CLEARANCE AT SLIDING&FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS MEASURED IM TRIM OR OTHER ITEMS THAT ACCESSIBLE TOILET TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHTI RESTRICT CLEARANCE 4"MAX STALL CLEAR APPROACH MAXIMUM 0.5 INCH 2 INCH 5 INCH 6 INCH 9 INCH 11 INCH I FRONT PARTITION REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) ti x1' IL IL MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES \ GENERAL NOTES: REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) CENTERED 1.THE SPACE BETWEEN THE GRAB BAR AND REFER TO HIGHEST 0 \ ON TACTILE PROJECTING OBJECTS BELOW AND AT THE ENDS OF MINIMUM STALL @PULL OPERABLE PART z CHARACTERS CLOSET D THE GRAB BAR SHALL BE1 1/2" MIN.THE SPACE HIGHEST HIGHEST KNEE AND TOE �� ROD g DIMENSIONS PER HANDLE , \ I BETWEEN THE GRAB BAR AND PROJECTING OBJECTSPERABLE PART OPERABLE PART R.H. CLEARANCE REQUIRED \ 45° __ r 1 CC AlA117.1 ABOVE THE GRAB BAR SHALL BE 12" MIN. SECTION 604.9.2 ---_� \ \ MENNOT IN z �— _� _ t s 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE ❑❑ w S. o \ {tea �- - - I -'�� [] — � —E A‘TV _\_ \ o, PICTOGRAM \ = z z Al HAND AND SHALL NOT REQUIRE TIGHT GRASPING, 4 MAX OR 56"MIN zAV LOWEST CO 0 ¢ 2 FIELD \.)-> "' r , PINCHING, OR TWISTING OF THE WRIST.THE FORCE /� OPERABLE PART N w "' �" m "' "' 18" ti 15 I - w Z m m w .4( m m Z m m ~ / v g w N REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE ,"l a ¢ ¢ ¢ ,; z w v Z -• Jo o U 5.0 POUNDS(22.2 N) MAXIMUM. o _ ~ ~ C _ z 0 RAISED MIN �� w ,I w "'LU in O Cp) m CHARACTERS TO BE 5/8"-2" LL in ¢ eZ) g 6-2 - i o6 3.THESE PICTOGRAPHS DO NOT DESCRIBE ALL \ \ "\� \ \ \ \ \ \ ). \ \ \in � \ \ "'\ \ 't LL CD CONDITIONS WHICH MAY BE ENCOUNTERED IN THE 4 FIELD. VERIFY QUESTIONS WITH ARCHITECT V FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDARD SIGNAGE CLOSET ROD LIMITS OF PROTRUDING PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER DRINKING DRINKING ELEVATION OBJECTS (1-.1f..1 BOX &COMMUNICATION DRYER TRASH SEAT COVER *35" MAX WHEN FOUNTAIN FOUNTAIN N RECEPTACLE DISPENSER MIRROR IS NOT OVER Ce D BUILDING CLEARANCES LEGEND MOUNTING HEIGHTS LAVATORY OR CABINET Lu v, PER ICC A117.1 CHAPTER 4--ALL DETAILS MAY NOT APPLY TO THIS PROJECT PUBLIC SPACES r ❑ AN ENTRY OF 36" V J MINIMUM SHALL BE HAND SHOWER* HAND SHOWER* COUNTER 34" MAX TO FOR ADA COMPLIANCE AT CO 15'"MAX A PARALLEL APPROACH COMPLYING WITH 36" PROVIDED(INCLUDING �' FULL WIDTH FULL WIDTH STANDARD ALLOWABLE SECTION 305 SHALL BE PERMITTED TO A PROVIDE OUTLETS LEAST 50%OF SHELF Ln 1 CONTROLS -/ iii 18" /- SHOWER DOOR IF CONTROL AND HAND SHOWER KITCHEN SINK IN A SPACE WHERE A COOKTOP LLQ W m _..I GRAB BAR TO WITHIN REACH RANGE SPACE IN CABINETS SHALL / PROVIDED) ��� 60 MIN LOCATION OR CONVENTIONAL RANGE IS NOT PROVIDED N Q BEGIN AT EDGE OF / / BE WITHIN REACH RANGE ALLOWABLE EQUIP.AREA z CV U \ SEAT AND NOT CONTROL WALL /�6 MAX GRAB BAR TO EXTEND my o CLEARANCE BETWEEN ALL OPPOSING BASE KITCHEN APPLIANCE NO SHARP SURFACES z LENGTH OF WALL AND ce CABINETS, COUNTERTOPS APPLIANCES, OR CLEARANCES CLEARANCE OFFSET FAUCET TO COMPLY LFA REQUIRED TOC� (� Q Ell cri 1--, J FULL WIDTH „ n 0 LE Z SEAT CONTROL o EXCEED 48 ,l \ y� I NOT REQUIRED TO F WALLS WITHIN KITCHEN WORK AREAS PER AN51 WITH ANSI A117.1 SEC 309 I Q T �\ EXCEED 30" ce INSULATE WATER M C4 WALL .r WALL mI ;it; z SEAT ! I Cw7 SUPPLY / E4 ER �I W D WWI g z 16 MIN. CO (.. AII: Lu I0 WALL ;o ! *PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. LL "1"� AND DRAINPIPES m L IN LENGTH THAT CAN BE USED AS BOTH A FIXED REFR. SPEC _ Se \ ■ A+ �I 6"MAX SHOWER HEAD AND A5 A HAND SHOWER.THE TO OA 17T 1 �II `i ��4 _ _ ni z Y * 7 r•r.r...,r...ru�.� €�.rill ' ANSI « 1 1� I� �II lin MI € fl/ 2 I I01.111111°76 HAND SHOWER SHALL HAVE A CONTROL WITH A u �^ 36" -� .. J ..� Q — SEC.804.5.6 \ i \ \ �� � � ,IrE ; Q o "' / / GRAB BAR LENGTH o NON-POSITIVE SHUT-OFF FEATURE.AN ADJUSTABLE f z € 04:400 I� OI to m I I WOF WALL NOT TO I _ 0 Z HEIGHT HAND SHOWER MOUNTED ON A VERTICAL ' I_ - I I = z oFULLWIDTH nn O EXCEED 30" m ,t8 — m BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT 2 T II IIEo b M SHOWER a, SHOWER I Q fir r 2 z in THE USE OF GRAB BARS. HAND SHOWER MOUNTER o I I II 1 = V O 0 W SEAT r--- ---"'" '� rn I` I o0 L_ — — — — J n SEAT AN ENTRY OF 60 od SHOWER J w I I I I �► {� r-• �I �� �' AT 45" MAX TO BOTTOM OF SLIDE BAR. v ¢ I ` I . .i 48" MINIMUM IN WIDTH - \ r r„7 to SEAT z = I I I I 30„ I 4$' INI6" 30" ,� , CONTROL WALL BACK WALL SEAT WALL SHALL BE PROVIDED(NOJr, 60" L 48" I ,� — — Jr i 30" ACCESSIBLE �' SHOWER TO BE FLUSH WITH ADJACENT SHOWERHEAD/VALVE DOOR ALLOWED) SHOWER SEAT 1/2" MAX b z — — -- — SINK WITH �' �' KITCHEN SINK MIN MIN MIN CLEAR WALL TO PROVIDE CLEAR FLOOR SPACE THRESHOLD REFRIGERATOR KNEE&TOE CLEARANCE -- - - - J \ SEAT WALL CONTROL WALL SIDE WALL A - o NO CABINET ALLOWED IN DISHWASHER REVISION DATE REASON FOR ISSUE STANDARD TRANSFER SHOWER STANDARD ROLL-IN SHOWER KNEE CLEARANCE SHOWER DETAILS BREAK ROOM DETAILS PER ICC A117.1 SECTION 608 PUBLIC SPACES C at LI IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES y DOOR MOUNTED -SIGNAGE(TYP.) a) C N • • NOTE: PICTOGRAM ANp/OR LETTERING ARE N T °t° 60"MIN ( II& REQUIRED ON DOOR MOUNTED SIGNAGE o it— WALL MOUNTED BIKE -c vo INSULATE 1 COAT HOOK 39"41" MEN WOMEN UNISEX DOOR-MOUNTED SIGNAGE RACKS PER SPEC 30"X48"CLEAR n WATER SUPPLY TOILET PARTITION FLUSHOOR SPACE & AND DRAINPIPES VALVE 6"MAX z\ 54"MIN ' z WALL MOUNTED SIGNAGE TO �,-� MAX1NAX DRINKING 14"MIN AFF • € 1 1 I N ,r �' a / / 12" 42"MIN 25" MEN BE LOCATED ON LATCH SIDE OF FOUNTAINS N 36"MIN Ea 17"MIN -', / _ MAX I wwoivavra�rarssia� DOOR CLEAR OFDOOR-SWING u. ;Jr- N� - 1 12"MIN \ —I RESTROOMS MONNOHH�srr€aoa „ (MEN , 1=1 - �\ \ rl r� C� N. I 4 0 MIN I o0S \ � _ - AFF I go I 5%OF BIKE RACKS TO BE �I I'') U'I Ilg ACCESSIBILITY SHEET / �* E 42"G.B., �� It a LETTERS co w cL Y z z g z SIDEWALL I \ \ r- 111pi m - z RAISED 1/32' '� '� I I -'I-• o Z ,� Z WALL -SIGNAGE(TYP.) z ACCESSIBLE. FLOOR I � €€ m Z m m �� I �z o, ¢ ._ ' Z �m °; m � e„ \ HEIGHT OF o o I I MOUNTED WITH CLEAR { �- =r '� € m n O -� CONTROLS TO BE 2 7 11 I - ^ 0 N v �' li v ^ v z N to n O oo z _ z N F �, 0 LETTERIN1G 5/8" MEN O �' I I FLOOR 55 SIDEOUTSIDEI I . \ N\ \ \ \ \ '�\ ON OPEN SIDE ^\ o I - I MW TO 2 MAX. Z - a' / / I 12"MIN iw \ Q°°. FOOTPRINT OF BIKE y_- — — vC, �8"MIN .1 1I' - T.P.D. 7„-9” r T.P.D. \ UPPERCASE I.t, L ____ — _ u triu m ACCESSIBLE 6'MAX��/11"MIN/ ACCESSIBLE URINAL ACCESSIBLE 16"- 18"MAX 42"MAX ACCESSIBLE ACCESSIBLE 0 r-.1 CHARACTERS PERMIT SET �' TOE CLEAR TOELET STALL of DRINKING FOUNTAIN WORKSPACE CORRESPONDING FRONT APPROACH ACCESSIBLE BIKE PARKING s WALL HUNG LAVATORY *OR T.O.COUNTER, �WWHICHEVER IS HIGHER GRADE&BRAILLE N 6 ✓ RESTROOM ELEVATION DETAILS MISC. PLAN DETAILS DATE PROJECT NUMBER Ln PER ICC A117.1 CHAPTER 6 PUBLIC SPACES C° 09/13/18 182540 U SHEET NUMBER a) L GENERAL NOTE; SOME DETAILS ON SHEET T-0. 1 MAY NOT APPLY TO THIS PROJECT T-O. 1 2 Lri .03D ARC co MALI Q. Hill N...--- 6 m LIFE SAFETY SUMMARY FOR FIRST FLOOR ' FIRE & LIFE SAFETY PLAN NOTES LIFE SAFETY SUMMARY FOR SECOND FLOOR ""�"A"" 01t1 L1011 ., o� 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OF A COMMON PATH OF EGRESS �, No. 42f5t3 c TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OF A COMMON PATH OF EGRESS 1_1>MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACEQ ' Off' TABLE 1014.3 TABLE 1016.2 IS SERVED BY THE MEANS OF EGRESS OCCUPIED. TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE FIRE & LIFE SAFETY PLAN LEGEND TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL WITHOUT SPRINKLER SYSTEM OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER (FEET) (FEET) SYSTEM (FEET) ROOM SUMMARY TAG. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE TO WITHOUT SPRINKLER SYSTEM OCCUPANCY WITH SPRINKLER occ CLASS QUARE Fr CHAPTER 3 OF 2014 O.S.S.C. USE AND OCCUPANCY CLASSIFICATION. A BUILDING OCCUPANT LOAD A, E, F-1, M, R, S-1 200 250(B) B X (FEET) Aft _ SYSTEM (FEET) OLP OCC LOAD OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF OCCUPANCY WITH SPRINKLER TM <_30 >30 B 200 300(C) Y =XIY LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS OCCUPANT LOAD SYSTEM(FEET) B, S(D) 100 75 100(A) (A)SEE THE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN A n k ro m M a i sa n ACCORDANCE TO SECTION 303.1.1. 530 >30 A(C) 75 75 75(A,B) REQUIREMENTS: B,S(D) 100 75 100(A) FOR SI: 1 FOOT+304.8mm (B)BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION A(C) 75 75 75(A,B) 38 NORTHWEST DAVIS, SUITE 300 PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE PORTLAND, OR 97209 903.3.1.1. OR 903.3.1.2.SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS (A) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE ARE PERMITTED WITH SECTION 903.3.1.2. LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR S. 1 FOOT}304.8mm T 503.245.7100 WITH SECTION 903.3.1.1 j FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE (A)BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE 1505 5TH AVE, SUITE 300 (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE _WITH SECTION 903.3.1.1 EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT WITH SECTION 903.3.1.1 SEATTLE,WA 98101 WITH SECTION 903.3.1.1 OR 903.3.1.2.SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT T 206.576.1600 SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 135'-4" EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM 1N ACCORDANCE POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C. SECTION 2702, PER WITH SECTION 903.3.1.1 OR 903.3.1.2.SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC 1014 HOWARD STREET (C)FOR A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING,SEE SECTION 2014 O.S.S.C.SECTION 1006 SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. SAN FRANCISCO, CA 94103 1028.8. 3. EXIT OR EXIT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY T 415.252.7063 SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) (C) FOR A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION ©ANKROM MOISAN ARCHITECTS, INC. ® OF (D)THE LENGTH OF A COMMON PATHEGRESS TRAVEL IN GROUP 5-2 OPEN PARKING GARAGE SHALL EXIT LIGHT AC WITH BATTERY BACK-UP, DIRECTIONAL ARROW UNITS WHERE LINE 1028.8. NOT BE MORE THAN 100 FEET(30, . COMPLIANCE: EXIT DOORS REQUIRED- 2 —1 OF SIGHT TO NEAREST EXIT IS OBSCURED COMPLIANCE: EXIT DOORS PROVIDED- 3 (D)THE LENGTH OF A 100FEECOMMON PATH OF EGRESS TRAVEL IN GROUP 5-2 OPEN PARKING GARAGE SHALL COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 93'-6" NOT BE MORE THAN 100 FEET(30,480mm). 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2) WHERE A FEC FIRE EXTINGUISHER CABINET BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 39'-6" 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS - DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL L - WHEELCHAIR SPACE/WHEELCHAIR CLEAR AREA DIMENSION OF THE AREA SERVED. 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 49'-2" ( ) 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 99'-8" \ / TABLE 1016.2 EXISTING WALL EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER NEW TENANT PARTITION WALL.SEE FLOOR PLAN FOR CONSTRUCTION TYPE. (FEET) SYSTEM(FEET) - MAXIMUM TRAVEL DISTANCE A, E, F-1, M, R, S-1 200 250(B) B 200 300(C) ImIN` COMMON PATH OF TRAVEL (A)SEE THE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE REQUIREMENTS: jI _ u-. v u u IIIA , (B) BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION I>!4 EC � �� "A* , 903.3.1.1. OR 903.3.1.2.5EE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS i ��� ♦ ®♦� f ARE PERMITTED WITH SECTION 903.3.1.2. i PA N • I •C• / •Si* vvr 1;; — (C)BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE ��7141,70#‘14-114F". � , _WITH SECTION 903.3.1.1 ♦ k,#4, �� . .. / �•� ♦ • •.*A,i i ilk COMPLIANCE: MAXIMUM TRAVEL DISTANCE 111'-6" ri 0,ss, 1 _ I / ��0, `�♦ 4,74i ,♦ ♦0110 3. EXIT OR EXIT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY i / .8 V� ♦ SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) (E) MEN'S NOT IN SCOPE.#44k, COMPLIANCE: EXIT DOORS REQUIRED- 1 111li‘ COMPLIANCE: EXIT DOORS PROVIDED- 2 rS.I•s',4 ,11 II O ♦ �.♦.♦• ♦♦+4t#T. 4. TWO EXITS OR EXIT ACCE55 DOORWAYS(SECTION 1015.2.1, EXCEPTION 2)WHERE A BUILDING IS li u oks , • EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION WORK /L,..���, iii .. 0t.# ♦ ♦� 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS o . ROOM � AV SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIMENSION OF THE LEi / 112 ® �,� �,���'�®�� AREA SERVED. lDOCC CLASS SQUARE FT �� � w VI I ♦� COMPLIANCE: MAXIMUM SEPARATION RE UIRED N/A WOMEN'S F4tillsWerie Q oLF oCgLOOAD ' � , , COMPLIANCE: MAXIMUM SEPARATION PROVIDED- NIA `� 110 .e ♦♦ - � ♦ � lik00 100 50 ♦ ♦ rift.1* ....4 Al_&. ., .. AfilksasAls.,. Hi,IV kap � lir— m FEC � tr.•44,, � 111t Fr7: (E) .--- STAIRS 109RS ,�up � `J�� • O�� 113 N STORAGE PART ♦ 1k... ♦♦ cL -v C� ii ♦, w 0 ■ rn Q�Q' ////// a 114 ♦�, W '1 IOCC CLASS SQUARE n O J Gj ¢O OCC CLASS SQUARE FT Ce D B 370 / -I ��C. OLF OCC LOAD (E) BREAK — aro nB 279 v1 U I z �0 g OLF OCC LOAD W RM LL Amor ~ m4 Z L9 VW:. ♦ Z10$ ' � ♦ ♦ Z (2)/ / Fit 1”1101:0411VOM LLI — le ♦ 4-triv ,��® �4 .400 ilk D / 'kg 1 * I ♦I �i ♦ vi) in 1 PP* \MI fVAtir AllirdiriOXEri.fferi Air/ rts,44,‘ 41 . LLI Lu co T ‘IIPAINSW& A 1‘41L6r titarea. Z (NI • ' OFFICE ir (iD j' IIINIM= & Avir,Srie FT♦ #;.4._._ ARE FT tn Q Z OFFICE 105 104 O / AlliEr >LLI al 1070 t; occBLAsssQ180 03 D O W n n "ti � r� n ❑ 0 PART `� V' P. W III ISI ISI Wa ' zKik/41 OLFOCC CLASSSQUARE FTcc Qm N ,u-,-,e4 7 STORAGE 15 OCC13 AD 2 LLI B 284 u ' p�u ■ PI . 0 O / _, Air OLF OCC LOAD V vv O''i V OFFICE 115 foto 44. J100 3 I wo . g w0SQUARE ♦♦Ak (E) MEN'u ) OFFICE J Z Pr- 0:,_,., m 0 1=EC 116 DCC$LASS Fr 208 �� y,F, ncr z ' WOMEN 1 O In ' w ip E'IIV O I Vi ,.,. 0 OCC CLASS SQUARE FT OLF OCC LOAD I� 211 212B134300 1IiG� ♦ 209 CONF. RM o z OLF OCC LOAD ` 1�4Mr F. occ gLAss sQ� Fr OCC CLASS SQUARE FT Q 144' RAGI 100 2 ♦ ♦� oLF OCC LOAD B 112 U ♦ 100 2 O 0 W llhIII5T0E,� l03 ,♦ ,I i f I 100 oat AD -- OCC CLAS 5 DARE FT I — 1r"102 4 Meer♦ r I B 48 .5) WAS# C o t OLF OCC LOAD I Fn A re.. • Z ���� ♦ ♦♦ ♦ / COMMON PATH OFiTRAVE 1 111111111111 uP dao..__` ?._ i ` ®��� �� t fE) BREAKRM / / / / g� _ _Tr' RONTi JLAB ' ♦ • 11111M11164%1 � 41r ` LJ / REVISION DATE REASON FOR ISSUE (E) I , 207 )123 • ESK 118 tb. t1 ♦♦ ` ELEVATO' / q 4--..wwl.11 .44m — -- ►_I� ,♦ occ cLAss s4UARE Fr OPEN / B OCC CLASS SQUARE723 — _ ~ -— e -� o I LL ° iiill ♦`� o P occ oAD / OFFICE106 OLF OCCLOAD SQUARE REC:p 1O 1 O OCC CLASS SQUARE FT OCCCLASS SQUARE 404 ♦♦♦ 15 6 7 100 8 2$0 = B 2200 B 111 4 • ® �► ,� / 200 OLF OCC LOAD I C E, OAD OLF OCC LOAD ♦ ,15 19 Q 100 oc 23 t1002 A� ,+ FEC I / I a OFFICE ��� , / OCC CLASSSQUAREFr .T 11 ■ ; ♦ ♦ I B 838 cifaaw ZO 117 •�• ° �� WAVk (E) OFFICE n K occ9ono `�� �� i 0 0 B 109 / ii,ca N O T I N S COP E !Irk OLF OCC LOAD i /V ♦ " 100 2 D /MAXtMCJM 1R�AEL DITANGE1 603 1 •���i� ♦ ♦ ♦♦ ♦ I // /� i Vii.♦ ♦rate I ♦ ♦ ♦ ♦ (E) OFFICE ®1 'Qu IN '71N r41.74141 ,� ♦ �•�� ♦ ♦ OCC CCLASS S4AREFT all• 205 ‘... . D N // vI — Yi4+41 1OLP 00\I i B 79 OCC LOAD I I � ,; r \ PICON I ` t ,FL > EC/// l .� I ec r _._.___—_i___,�._ LEVOJIIIOFr & 2 EGRESS 025 a`��'�4,* ` �, � E) OFFICE ,� FICE „ L •«,rr,,,rr, ., 204 PLANS LOBBY 201 r a 0.0•rr/,``,{',Ir'',rI'/r0.$4+/ OCC CLASS SQUARE FT U I i•yi•,•r•«j•«•.••r4•r•+rrr«rrrir OCCLOAD ELEVATOR DCCCLA55SQUAREFT '/,rrr00000;004.4..,,;/; 100 2 _- 2Q2 OLF oCCaLOAD E Ilia;l•::::•''�•.,•.r;,4,•0.4 ; 100 3 PERMIT SET OCC CLASS SQUARE FT (E) OFFICE B 144 n2�3 OLF OCC LOAD 100 2 0 (-'4 N DATE PROJECT NUMBER `� LEVEL 1 EGRESS PLAN co LEVEL 2 EGRESS PLAN 09/13/18 182540 a 118" = 1'-0" PROJECT 1/8" = V-0" PROJECT SHEET NUMBER 0 cc T- 1 . 1 Cri ED ARC Il1A[! Q. l.lJl.J. ' '''-e....- ig......=- *- �^I'ORfLAhII7, Ol EG(NJ �'j 01 No. 4,6BO� 010 DEMOLITION SCOPE KEYNOTE LEGEND DEMOLITION PLAN LEGEND 1. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. 2-01 EXISTING CONCRETE FLOOR TO REMAIN. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 2-02 EXISTING DRINKING FOUNTAIN TO BE REMOVED.CAP PLUMBING PER EXISTING WALL 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE CODE. DEMOLISHED. 2-03 REMOVE EXISTING DOOR AND FRAME-SALVAGE FOR POTENTIAL WALL OR ITEM REMOVED 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW FLOOR REUSE. . IL TM � K FINISHES AS INDICATED ON FINISH PLAN. 2-04 REMOVE EXISTING RELITE. DO NOT SALVAGE. _.' _T- 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR 2-05 EXISTING SINKNANITY, PLUMBING FIXTURES,&TOILET STALL GLASS RELITE ROOM Al k COm M O Sa n =r DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER.CONDUCT DEMOLITION TO AVOID PARTITIONS TO REMAIN, PROTECT FROM DAMAGE. REMOVE EXISTING NAME DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE OPERATION AND NOTIFY OWNER FLOORING AND PREP SUB-FLOOR AS REQUIRED TO RECIEVE NEW ROOM TAG IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. FINISHES PER FINISH PLAN. 101 38 NORTHWEST DAVIS, SUITE 300 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD 2-06 EXISTING SINK/PLUMBING FIXTURES,&CASEWORK TO REMAIN, PORTLAND, OR 97209 CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL PROTECT FROM DAMAGE. REMOVE EXISTING FLOORING AND PREP KEYNOTE (1-01 ) T 503.245.7100 CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR SUB-FLOOR AS REQUIRED TO RECIEVE NEW FINISHES PER FINISH PLAN. CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION 2-07 DEMO EXISTING FLOORING, PREP FOR NEW CARPET. 1505 5TH AVE, SUITE 300 BEING REJECTED BY TENANT OR ARCHITECT. 2-08 EXISTING ELECTRICAL PANEL TO BE RELOCATED,COORDINATE WITH SEATTLE,WA 98101 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. T 206.576.1600 BIDDER DESIGNED DOCUMENTS. COORDINATE SALVAGE OF MATERIALS/ITEMS WITH TENANT. 2-09 CARPET TO BE DEMO'D, CLEAN EXISTING FLOOR. GRIND AS REQUIRED 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS.WHERE 1014 HOWARD STREET POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. TO REMOVE ALL ADHESIVES. PATCH AND FILL AS NEEDED. SAN FRANCISCO, CA 94103 REMOVE CONDUITS WHERE POSSIBLE. T415.252.7063 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO ©ANKROM MOISAN ARCHITECTS, INC. INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES,CARTONS,AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND DUST. 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 11 f u u u u 11 I I I - *A6 4 4. .4LS% N . I .C. d ♦♦ � I II - 2-fl1 % 2-os � I I 1 �♦40141iNti ♦ � 1-4,♦ , ♦♦♦ A., 1 2-fl **** Ifr �� TA . �1 _1 1I 11 r I 1 i 1 1- 7 r i \ ,_ W+ tir ritturalY V ,� • + ,♦ /—(2-05)—/j"-- 2-02 I I 11 H VNOT IN SCOPE 44 1,7/-0-03) LL 2-03 ♦ ♦♦�♦ 11 n 2-03> ®i♦ �` ♦10/�♦♦I L a Ill O 11 I� � � r � ♦,���I I".40\ ♦®�� ♦��♦, tit•*A6,- .441TVNir—S+VIFIV�♦ ♦♦ 0 15 '_ 0 II II 2-09 1I (2-03)--x II II TYP. I I `TI 14__v ♦♦, I I I I I- I I ♦♦ �.,f.41.1�.... ..._,._74, ,, ,`— LJ ,_(2-o5)_1 11 1 I ) EI I I ♦1‘ ♦•♦♦♦��♦����� II rite. ..._ •♦.4, rt_._•_ 46=,-..–-- A',4 UP — 0 I I 11 11 L4o I-01 --_ _ II .V♦� ♦rte®• .tt♦ cL 71 ll 11 2-a3) I I `�2-031 11 #A1'46•41!,^tr•(2-06)/ I I II I I _ / LLI ti) %limy, Ce D _1 I 1 11 n rcir, ~I ' 0 il L 4w.4 ro,4iitr 1 1 4 8 • A..4 4111161,S LIU — MI 4 • Z I Ii 4d11%,.. C 0 f •44-ww. # vl 1 II ! ritr..t♦�1�♦♦ ♦� _ _4.0144.41* ♦♦ W w md46 Aldhl(2-04 ❑it `� I � � � ♦mos... V� LLJ al a I I (2-03 _ 6....*♦♦♦♦♦♦♦ Q p . [ N./ ce 2-fl3 1r 1 m m w W Y I _L 2-- .w- 10-. L3- P 1 ♦ ♦ L 1 z ec , �''► 4 vs ♦ , ,, 2-05 ' ` 2-05 N z f . ri _ _ \ 1113.41040,_.‘ ,,,„, 1111110 tate 44 V � L z f \ rI ,41 ♦♦ ♦4 �!a o 12 H Lill 4sm Imp, e.6_,., `�t.*;04111 #V. {E) a ` ♦��4._ 10 ��� — REVISION DATE REASON FOR ISSUE -00ArAll .iltedaiiii big!' •404# **A* ' ( -CV—T‘; '' 1 ° ELEVATOR ° .J . &-..1441011011101p 13 ' k ♦' 4 Wft-WI 1 W. IR ri 1 , -"N. - k 40W ,„0.4„, �� / („, / _ : I W_ 1M M_ wA x i Kg/ 1411t ,*, ,_, 03 ;A: 41\421P10 # ...!'I r : 40A..#� , 1 4r1P.WS, ..... 6 . . .. . I I 1 U n t'-' A;4, A , - 2 & •S 4” .Nr0, # kinmei ,DN , _21. �� - '•A V ‘•##NIr.'',� .N NOT I N SCOPE '♦♦♦� ! Li?' 3±4,1 1 ♦♦ '4P ♦:t*•404.41 , tegfalk • ••44# 4 • •41 P.440 ri NI , i Fel' \ i .. —; - ve4-0)- 4 .‘.A A L•4 To 1 t ail, •S4*, A ' m – 111111111111 i \ , ri. o \ •••41 p F . , ,. ec F.'s / ,_. , . 03 • 4 ' , , . A _ r LEVEL 1 & 2 d ii______._11 U d I E DEMOLITION PLANS 4,000,0000 0,1 Zlic •44j+'4.i+rrirrr'+i+rrirrr'ri++r+� PERMIT SET . 44,00,4044008 '_^ �' �✓'trot+r44'4i4+,4S! , `��r`r,+�,1v i 6 . . it_. A. is 'a vE sa 0 co .01,-„,„„ '..0%O u 0 (2'vii DATE PROJECT NUMBER 1 LEVEL 1 DEMOLITION PLAN 2 LEVEL 2 DEMOLITION PLAN0 09/1 3/1 8 182540 Y a 118"= 1'-0" PROJECT 1/8"= 1'-0" PROJECT SHEET NUMBER 0 fl T-2.0c.,› 6 2 v r O ' cr7........- ,g...._ OUT[AMI7, (MI fif}f � j no. 068 PLAN GENERAL NOTES KEYNOTE LEGEND HARDWARE GROUPS I� OF # 3-01 CENTER WALL W/COLUMN FLOOR PLAN SYMBOLS LS 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. 3-02 PROVIDE FLUSH FLOOR MONUMENT JUNCTION BOX AT FLOOR FOR TENANT PROVIDED GROUP 1 - INTERIOR PASSAGE 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT COMPLETION OF SYSTEMS FURNITURE, FLOOR BASE FEED IN. MAXIMUM OF(4)WORKSTATIONS PER CIRCUIT. NEW HARDWARE TO MATCH BUILDING STANDARD EXISTING WALL ' FINAL LOCATION TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. • CONSTRUCTION. LEVER SET-"PASSAG"TYPE An3��e 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI 3-03 PROVIDE BASE FEED IN JUNCTION BOX AT WALL FOR TENANT PROVIDED SYSTEMS FLOOR STOP NEW INSULATED PARTITION STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT'OR EQUIV.) PRIOR TO FINAL FURNITURE, MAXIMUM OF(4)WORKSTATIONS PER CIRCUIT. FINAL LOCATION TO BE SILENCER WALL TO CEILING GRID 111 T-5.0 • FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. COORDINATED WITH TENANTS FURNITURE VENDOR. TM 4, ALL POWER/DATA TERMINATIONS ARE NEW UNLESS DENOTED AS EXISTING. IF THERE IS EXISTING 3-04 NEW OR RELOCATED 3'X7' BUILDING STANDARD DOOR& FRAME W/ADA COMPLIANT LEVER GROUP 2-INTERIOR LOCKING-OFFICE /� n I, POWER AND/OR VOICE/DATA RECEPTACLE(S)WITHIN 2'-0"OF NEW LOCATION, NEW POWER AND/OR AND RELITE. HARDWARE, REFER HARDWARE GROUP 1. NEW HARDWARE TO MATCH BUILDING STANDARD A 1 Cl�OI t m I M O S� EXISTING PARTITION WALL 4 VOICE/DATA IS NOT NEEDED. 3-05 — NEW OR RELOCATED 6'X7' BUILDING STANDARD DOOR&FRAME W/ADA COMPLIANT LEVER- 2 PAIR BUTTS-4 1/2" WITH NEW GYP. SOFFIT ABOVE MATCH EXISTING FINISH IN SUITE, REFER HARDWARE GROUP 3. LEVER LOCKSET-"ENTRANCE"TYPE T-5.0 3-06 PROVIDE BLOCKING FOR WALL MOUNTED FLAT SCREEN DISPLAY. COORDINATE EXACT FLOOR STOP 38 NORTHWEST DAVIS, SUITE 300 LOCATION WITH OWNER. SILENCER GLASS RELITE II I PORTLAND,OR 97209 3-07 PROVIDE NEW LOCKING HARDWARE AT EXISTING DOOR, HARDWARE GROUP 2. GROUP 3- DOUBLE CLOSET ROOM T 503.245.7100 3-08 PROVIDE NEW 110V OUTLET NEW HARDWARE TO MATCH BUILDING STANDARD ROOM TAG 3-09 TENANT PROVIDED SYSTEMS FURNITURE,SHOWN FOR REFERENCE ONLY NAME 15D5 5TH AVE, SUITE 300 2 PAIR BUTTS-41/2" 101 SEATTLE,WA 98101 DUMMY LEVER EACH DOOR T 206.576.1600 BALL CATCH KEYNOTE (3-01) 1014 HOWARD STREET HARDWARE NOTES WALL TYPE121 SAN FRANCISCO, CA 94103 T 415.252.7063 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: "THISc0 ANKROM MOISAN ARCHITECTS, INC. DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" DUPLEX RECEPTACLE I I I 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA 4-PLEX RECEPTACLE I KEY,SPECIAL KNOWLEDGE OR FORCE. 3. ALL HARDWARE IS ADA COMPLIANT. VOICE/DATA OUTLET V 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. JUNCTION BOX O DOORAND FRAME NOTES FLUSH FLOOR MONUMENT A , 1. SALVAGED DOORS TO BE REUSED AS NEEDED. ABBREVIATIONS E EXISTING N NEW RL RELOCATED +44" MOUNTING HEIGHT A.F.F.TO CENTERLINE D DEDICATED IT /4. ) aril ,/ I FEC �, N . I•.C. N„rw, Ai. � •♦♦ ,moi_ E ,'I I W♦ ♦I, AHlki, • IV WSW.÷WO Wint 4 4 V40 VA.E _ OVA/ r•4"i 01 ,tl* 01& AA fE) MEillNS (( OTNSCO •4: N I PE III ,_ • 4$0 O4441.1Q ro., o ♦ V V 0 E WORK ,♦, ®♦��r♦® ��♦�e\. — ROOM ♦ � �♦♦♦�♦ ♦♦ —I E 112 • _���,♦�Ti �® WOMEN'S ❑ ❑ FE•_ ♦♦� ���� � � 110 © © ®♦♦♦I�♦♦I�♦���♦4,7 I so �.s 3 07 •$P4, 4firi.IP ,,L 7 ,....)„, 11 +4I �♦♦' as STAIRS/ UP WH ROOM M co ° II PART ♦♦„ eL 109 On HREF. W ♦ (E) �� STORAGE N114,-114Atta1- (E) BREAK �� M ` ,♦, 12 RM - I- Q # 11 -♦♦ ~ 0 108 =fh µ�`�.� I �� r� Z I�♦ ��� w D : , -- ,I* ♦♦ 41Axim".4414,1)41:ff p74u t in D — E (3-05� A Si*�� S , ♦oini pii ,,,i'�♦ CO ALIGN ♦ ♦ , �♦ � W W m J T l �► Ve+)..4*411tAtt. (3-04) (3-04) (3 04) �3-01 (3 04) CORRIDOR 3-07) �+♦• 1-1-I M' ♦ W al F---ITe. •01!„, ® Q ZCL CORRIDOR EQ EQ 5 O 0 O —A OFFICE OFFICE A �` CLRCO D w w OFFICE ___ 105 104 A (3-D4) PART QP419401 i,n mCC l7 107 z (3-011—' A _ 41 / A ot_♦♦,� ♦ ♦® ' _ J - O CC STORAGE �, ♦, 17 - 6" 11 -2" 11 0" z A G z FEC z .. 115 ����� or � 0 J d . , �u ¢ PEACE 7-4(r.;‘ �, ♦ L '� - 0 Z F- L ALIGN ASC TAIRS STORAGE 116 itNr#41P1 � 1 ` 41 Q 103 (E) MENS 11VOMEN S �� "+6''P OFFICE V z 1 102 1 , ♦� 208 209 _. CONF. RM H+ •� OFFICE o O W CORRIDOR '°'� • _L„ --� G 0 e 210 1 211 212 IZ 1- z UP ��. 4.1 1 .71 ¢ 3-06)--/ LAB ♦♦�I1► ♦� !-- --- -� o .I. A 118 '��♦♦� �i w10 z II e o , jdKi ) '�♦�����♦��IAN � A mA � A REVISION DATE REASON FOR ISSUE 1 N m FRONT ��� .�'It T- LAB o � �® , w �`� 106 101 0 110 7.4 , ♦ ♦ ♦� OPEN (9) � OFFICE ♦ ♦ II (E) BREAKA 117 .. .- 9Oil ''�♦ OFFICE 8'-0"X 10'-0" 06 , RECEPTION P���Z�Z�pZf�� ♦� �� , RM 200 .9 WKSTN,TYP. ♦ ♦ 207 v 100 _�����ll�� ,®- �� FEC dCif J K1 (, a s u ir Al III Kg♦ ♦�,♦� ♦ 3-02)7i 3-03 �, vs. ♦I,�♦,I' d 09) 309) NTilitt4P.SIM NOT I N S C O P Eitch7 ' irm co T-5.0 y at*. ♦ • ♦o. 1 p (E) OFFICE - Z_. _ 0 #.4 ♦ ♦ ♦ 4D 206 ,. .11 L, O ,.I —4 NdrieVrAti.60"*# 44111A r 41 r. OFFICE Ln gf.00 1 205 ` si 1411 e ♦ j/ .1 _ FEC 0 3 " A 4 1 �� J� _ — - -- ��,GN 10' LEVEL 1 & 2 FLOOR LANS,,,y*4}1,'1`,'1+,,,,,,, B �f1,11},111/'111/y4.**•o 000yo i` 1 c 44%04,41,4400)•%1 ..». ...-.. C 4.004,40$•4•4$0,1Iy1y1/Iy111r c`' ' 7.---- o (E) OFFICE (E) OFFICE LOBBY " fE) OFFICE o 7, ►1'4!+f`,**1,,44i4'y�1'*1,�4i*�4�4* //// .01 I 2D4 203 iELEZoATOR ¢ 201 SlQ4{,o,,/�,yy%ty/m `4''` - PERMIT SET Ln _F., P4 @,------x r z______- I Ln Q (iF N ()SIM 4\ DATE PROJECT NUMBERco LEVEL 1 FLOOR PLAN LEVEL 2 FLOOR PLAN X 09/13/18 182540 _,-„, v 1/8"= 1'-0" PROJECT 1/8" = 1'-0" PROJECT SHEET NUMBER 0 L d -4,-,,, T-3 .0 ccU 4 Cri 01) A./?C)' 00 IIJAN 0. I.Iii ��, o geLC-4 NI rn POR LAND, ORf"-G(Ni ai 4' OF 10 REFLECTED CEILING PLAN GENERAL NOTES KEYNOTE LEGEND REFLECTED CEILING PLAN SYMBOLS 4-01 REMOVE EXISTING CEILING GRID, PREP FOR OPEN CEILING TO STRUCTURE. 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. 4-02 REPLACE EXISTING CEILING TILES IN LAB WITH ARMSTRONG CLEAN ROOM FL CEILING TILES EXIT LIGHT AC WITH BATTERY BACKUP AND 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. OR APPROVED EQUAL. SWITCH II DIRECTIONAL ARROW. UNITS WHERE LINE 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. OF SIGHT TO NEAREST EXIT IS OBSCURED.s ii 4. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION 1613.1) OFAVYt TMTHREE WAY SWITCH 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION DETECTORS AS y�I` /gym n n NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR os GYP BOARD CEILING/SOFFIT A! 11�ro I t Moi S�I i TO DEMOLITION. OCCUPANCY SENSOR 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW - ♦♦• NECESSARY CODES AND REGULATIONS. AREA NOT IN SCOPE ., EXISTING LAY-IN LIGHT FIXTURE 38 NORTHWEST DAVIS,SUITE 300 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. E PORTLAND, OR 97209 8. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT COMPLETION OF BUILDING STANDARD ACT CEILING &GRID TO REMAIN, T 503.245.7100 CONSTRUCTION. LIGHT FIXTURE WITH NIGHT LIGHT/ iii _/ U.N.O. 9. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. EMERGENCY CIRCUIT EM 1505 5TH AVE,SUITE 300 10. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE BUILDING STANDARD ACT GRID TO REMAIN. .e Q e O ; SEATTLE,WA 98101 LATERAL FORCE BRACING. PLASTIC CEILING TILES. SPEC:CONTRACTOR TO ,■ T 206.576.1600 11. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING SELECT SPEC AND OWNER TO APPROVE. RELOCATED LAY IN LIGHT FIXTURE RL TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED - 1014 HOWARD STREET AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) OPEN TO STRUCTURE 3 ` ,{ SAN FRANCISCO, CA 94103 12. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATIONOINT SHALL BE PROVIDED. J NEW LINEAR PENDANT FIXTURE T 415.252.7063 13. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. c0 ANKROM MOISAN ARCHITECTS, INC. N ABBREVIATIONS E EXISTING N NEW RL RELOCATED 7,- r i r , r r r i u u u u 3 V401c#ott•#S, SOS4rx _ - - - s ♦ ♦ d ./EQ./ N N w N N , , N N N N N N N N _ EQ ' 4 0411' ♦ ........,•1 ! ., ,,,,. ___________ ... WORK ♦,♦• ♦ ♦♦ *. z o M ♦40y ♦44°:*4 • ♦,�t ®�♦112 " ••4 kiV•%„,,, J Q Q Q ! N N N N N N N N N N � ;"♦ ♦ Nr5„,,,.,.:,,,,...,:::„.,.:::,....::::„..„.„,„ , �E � I I � •N .A I .4 iiOT IN SCO. \ PE „ , z , : ,4,,, , ,,,,* .• „ . . . . . . • ' - I EQ EQ _ ”' J .- 0" ' ' ' ' ' ' ' < \# ��♦� I < .■.rte - -- o N N N N N N N N N N 1 0 I I ......:::....-.... .. ..,::.::.:,:::.-.,-,..:.-.,.:.•-:;.: ,-.:.,..,:._. . -: ��� � � :a� oma mme�_ � ��:;:- 4��,. ,----... 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RM OFFICE OFFICE LU Lii rn N z 3 N _,Q _ etet � �■ At 1 . ,�I _ 209 210 211 212 .-111 al ireE ...0.0A 111111111M1 M Ir 1 I WA;I I ‘IP OFFICE ----■ MI 111/11\1 1� ee�� ♦ e � e% ���`� e % �'RT ,� 0:9 0 /1 Fi �. ILIP/ . .�.PARMWR ■■■ MIS ■ �I 107 `�=- ■ ■- �- � � (E) MEN'S �E ' E I� r r . .6►i A ■_ R !� .r... _ � / J V) > w �-`- titM.,� CO 'RIDO' .1 e� /4`�� ■e 115 ,_11449043+..._47...F..... . � r' 208 . : E © E \ m ill i 1.. :•H:::.'..-- _..::.,-. _ 11111111 IIIII �� tel � r�►�e �� �� 1' �i�j/�►'� �� I/���� •FFICE �� • :.. .--. ? .` 0 . "-' �1.- IC ` 06 -�I ■. --■U . -- tel �i .� i � �:. aCal_ el�l�.�7r �� F ---■ ®off ♦IIIITS*11( .+ ..., '._ - �� } r � E. �.��ir -- , Z im � 1� ® W ,_ f �, � . `116 �� U• �• o R` ■ �- "TOM N e' �� ® � ._ Icy • ♦� -1 �C+ © Z N CO Jz ` _ . r ,, Q sl _- STAI R 1111 103 ► �• � s • ►. ■-- —���_■iii ♦ ♦�� ~ V z • i -a ��. .� .;. -. ��. TE ♦ (E) BREAK rn � o O w iiiM iL1' 1��®■® Millin_MIME �' a �e �►.� -4-D2 "����.,� � , ��e �..� RM p IE © IE F- I��I■���I����I��� r "4* / 44 v 41•44,41e 0t/ ,441 ice . ci it f ©�� --- ------ ,..�P♦ it ibtv,--1\wgiagp. 207 OPEN � �I111■11111lIl1111■ .—A- iFA n Al ,i. ®�9p ' ► ,__vp ♦� k4.t. 4-01 OFFICE 00 - E � ��� ► '� � �,e +• Ai � , ♦ ---�" _ - REVISION DATE REASON FOR ISSUE LAB _—_.._ . _ ■ i - ��_ • /P♦ ro ,.fid' �® a i" e � �s®� 8� 0 . �,��� 7 © \ E 106 ----- ■ g� �..�� � � .��� 10.1 - MI [MN_ 1 a BM=M1 "47:07:149;Waririfel PAAPIP2WWWANI AA I 46, A 1 A•", EA L A 6E., iiirge , e MINA' 41M._ ► � I� _ ♦ (E) OFFICE as ■--_=-MINIM Is�a�'� a�►:�® _ n K ,.� Y Ma WA _ 1� cF'M ritOIVIOPOI K.fil' �♦ 206 'E------\ hili... i---------.1_1:2p. l'-----------: ibilli.... 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IFe \ii i _ ��°�'o e��WAWA e —*, V94. 41 ' ParinfinrAMMIPLeteteidealeAto T A r e zar 4 4, 41 46,.4#.*,#4*01b* +I :e.i - � vri,lit;♦ °S!7 li o 0 E) OFFICE o �'�I e � I � �I �'Itre Tsi �� iiiii%g_ _ � � © © E` • 201 N RL ® , . � Ire � � AV Kra �./7 ��I I4 (E) OFFICE 204r li ��� �ig Irytell -r7 KM - ' % I!��s i M4 f - LEVEL 1 & 2 ra .mil a .amiss oz avr.P �o�.a a�a►'.�mg ♦L�, E E E ,, E ciL - LREFLECTED CEILING C /f/4f�f j/+//{j/4///j/,f///�f//�/�j/ ..., i . _ _ �I II I1 1f H♦ II III 1 "ft lJ ooff �j�1/j4/I/+//1f//,//I/f/// PLANS f///+/�///'///////f/ //I/4///r (E} OFFICE LOBBY N 'ff/f*'/'/''i,/'///'4/,ifs*`%�///'r A ..�:., �;.�•,.',`;!� ,! ® 203 ELEVATOR PERMIT SET Ln 202 I ) _C Lt Li) 71 LEVEL 2 REFLECTED CEILING Ln DATE PROJECT NUMBER NJ LEVEL 1 REFLECTED CEILING PLAN 0 PLAN 0 09/13118 182540 a 1/8"= 11-0" PROJECT 1/8" = l'-0" PROJECT SHEET NUMBER .- 2 o 2 A. a T-4.O lJ 2 Q Cri D ' METAL STUD TABLE-MAX WALL HEIGHT 11240 i '71: N , MAX WALL HEIGHT J 00 SECURE TO EXISTING , i�ara Q. Hill ZS \ NON-COMPOSITE STRUCTURE WITH SCREWS SCHEDULED PARTITION i -� ''.1 .0.......4. g.L4 STUD GAGE STUD DESIGNATION SPACING SIZE m COMPOSITE BRACED AT 48"OC i Pf,)+2Tt_Arlt), U I t,t>�ti rn 16GAX4"SHEET MTL. ' r t.P �' �, 25 250 5125-18 16" 12'-10" 9'-8" ' j` ' No. 4268 2112 24" 1 V-3" 8'-2" ANCHOR TO VERTICAL + �f�i�, OF " 20 250 S 125-33 16" 14'-3" 12'-1" TRIM FLANGE, BEND WEB AND FRAMING WITH(2)10# ; 24" 12'-5" 10'-6" REPLACE FASTEN TO EXISTING STRUCTURE SCREWS PER STUD. - aumgameortomrao SECURE TO HANDLE APPLIED 25 362 S125-18 16" 15'-2" 11'-4" / CONTINUOUS CLEAT rit-,:i.--_, ,,,tir: _ ...,.,„,.-.•-I______il ji7,,Ittl LOADS.SEE SCHEDULES FOR 3 5/8" REQUIRED FIREFROOFING AS i i '_._. ' 24" 13'-2" 9'-3" � i 3625125-18 LATERAL BRACE,4'-0" OR SIM.ALIGN WITH inviimq APPROVED ATTACHMENT DEVICES. 16" i i 20 362 5125-331- 17-5 16-1 BEAD SHEET MTL BACKING. O.C. BACK SIDE ONLY i \ "4 UNDERSIDE OF STRUCTURE 24" 15'-3" 14'-0" ig / SECURE BRACE TO STUD WITH J ==" 600 S 125-18 16" 20'-1" NEW GYP BD SOFFIT 1/ \ r - /---,v„--,e, LATERAL WALL BRACING,4 FEET OC 6„ 25 24" 10'-4" \ \ i SCREWS. SCHEDULED EQUIP OR i or-..7 ` 7k, %k \ % �)1 ;\� ,\ ,,, ALTERNATE DIRECTIONS PER LATERAL \ \\ PLAN ACCESSORY SECTION = \` \t I,% i ' ' \: 600 S125-33 16" 25'-6" 23'-11" - • _Jr. \ (E)WALL BRACING TO REMAIN ADD =- - - STM h CTI N # 20 \ \ NEW AS REQUIRED TO MEET CODE A 1krom 'LI isan, ` BRACING DETAIL. �\ \ i (N) - - SOUND BATT INSULATION EXTENDING REMOVE(E)WALL \ z ' CONTINUOUS � s� „ VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES `t7 T C) 4' 0"OF EACH SIDE OF WALL BRACING AT OUTSIDE STUD TRACK FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48"OC SECTIONS IN OF SOFFIT Q•\ -\ i 0 0 0 0 0 9 (A)TYPICAL WALL BACKING FOR OBJECTS UNDER 25 LBS/LINEAL FT. 38 NORTHWEST DAVIS,SUITE 300 SUSPENDED ACOUSTICAL CEILING SYSTEM INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF L/240 4, I I w■ - NEOPRENE FOAM TAPE,CONTINUOUS 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM PORTLAND,OR 97209 T 503.245.7100 f BOARD ON BOTH SIDES WITH#6 TYPE S DRYWALL SCREWS SPACED AT 12"OC MAX SCHEDULED PARTITION ' /\/ : GYP BD CASING BEAD FOR STUDS AT 24"SPACING AND 16"OC MAX FOR STUDS AT 16"SPACING. 4) FRY REGLET "�� REVEAL MOLDING 1505 5TH AVE,SUITE 300 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING (E)SUSPENDED ACOUSTICAL CEILING ADDITIONAL BLOCKING r SEATTLE,WA 98101 T FASTEN RUNNER TO WALL TOP TRACK AT OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48"OC OR SIM. SYSTEM, CUT BACK GRID TO INSIDE AT UPPER CABINETS, ' SHELVES; ETC. ; / T 206.576.1600 2 FEET OC THRU NEOPRENE FOAM TAPE SECTION VALUES. FACE OF WALL. 1 Y� GYPSUM BOARD,ONE LAYER EACH SIDE 16 GA MTL STUDS AT EA . - 1014 HOWARD STREET CEILING WIRE ATTACHMENT NEW PERIMETER ANGLE TRIM S SIDE OF BACKING PLATE, SAN FRANCISCO,CA 94103 SOUND BATT INSULATION,WHERE NOTED CONSTRUCTION TYPE FASTENERTYP — " " T 415.252.7063 \� „ E GYP. BD. PARTITION TO REMAINWOOD 1/4 x 3 SCREW EYES O 11116"X 16 GA UN-PUNCHED ©ANKROM MOISAN ARCHITECTS, INC. METAL STUDS,SEE MTL.STUD SCHEDULE STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW NEW GYP. SOFFIT OVER WALL T�4FOR GAGE,SPACING,AND HEIGHT. EYES. SHEET MTL TRACK. NOTCH 0.1450 POWER ACTIVATED DRIVE PIN W/1 1/4 FLANGE AT VERTICAL POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 314"METAL HIT ANCHORS. 4 TYPE, E - EXIST, GYP• WA L L j FRAMING AND ATTACH INCH EMBEDMENT AT 4 FEET OC MAX INTO DECK. WITH{3}#10 SCREWS AT EA # ' f . ACOUSTICAL SEALANT AT FLOOR SLAB POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4"METAL HIT ANCHORS. 1 1/2"= 1`-0 I STUD.ATTACH TO(2) x_,' I STUDS MIN AND EXTEND 6" • STC RATING 45-49 NOTE: PLAN MIN BEYOND POINTS OF SECTION WITH INSULATION THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY CONNECTION. WITH AUTHORITY HAVING JURISDICTION e 1WALL - TYPE A - TO GRID WALL FRAMING SCHEDULE CONTINUOUS CLEAT /` SECURE TRACK TO OHEETnMTL BACKING. 1 1/2"= V-0" TERAL ALL S�RACE ABOVE 1111,, EXISTING STRUCTURE W/ SCHEDULED EQUIP OR 1/4"X 1.625 EMBED HILTI KH-EZ @ 24"D.C. a' CEILING.ALTERNATE DIRECTIONS \ ACCESSORY 4 NI TO STRUCTURE POP-RIVET 8'' #8 SMS EA.SIDE,STUD TO \ EXISTING ALUMINUM WINDOW PER ASCE 7-10 SECTION 13.5.8.1 til TRACK 16 GA MTL STUDS AT EA SIDE OF x SYSTEM FASTEN TO STUDSl' il°1BACKING PLATE,TYP STEEL STUDS WITH GYP BD ‘ ' 15. CLOSURE ANGLE i • EACH SIDE • • / / - TRIM FLANGE,BEND WEB AND �- 0 J-BEAD , 6"X 16 GA UN PUNCHED SHEET \ 40001# 0 / FASTEN TO STRUCTURE W/ MTL TRACK.NOTCH FLANGE AT x FINISHED SILL BELOW- } / / 1/4" `� _ \ I NOTE: ALL SILLS TO BE ev 0 NO. 12 GAUGE PERIMETER X 1.625 EMBED HILT! KH- TICAL FRAMING AND ATTACH x INSTALLED BEFORE INTERIOR d 0 HANGER WIRE EZ @24"O.C. WIVETH O10##SCREWS AT EA STUD. \ I i 3625125-18 LATERAL BRACE WALLS. DO NOT CUT SILLS FOR I MTL.STUD ATTACH TO(2)STUDS MIN AND MAIN RUNNER / 4'-0"O.C. BACK SIDE ONLY \ �� T MULLION CLOSURES OR WALL ?,, 0 FRAMING, 0 EXTEND 6" MIN BEYOND POINTS INTERSECTIONS. N �Q�' 0 TYP. SECURE BRACE TO STUD OF CONNECTION �\ CL ---- — -------- ------- A� 0 y WITH SCREWS. s7 FULL HEIGHT MTL STUD AT FACE REQUIREMENTS: el CONTINUOUS _ SUSPENDED ACOUSTICAL ISOMETRIC T _I 0 0 OF EXISTING SILL STUD GRID SYSTEM RATING: HEAVY DUTY 0 STUD TRACK • o o ��/ o CEILING SYSTEM p� • CLOSURE ANGLE:2 INCHES � - _ _,. • (B)TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 • a LBS/LINEAL FT OR 250 LBS POINT LOAD \\ ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT ALIGN u \\ I .050"ANODIZED ALUMINUM TO WALLS WITH POP RIVETS NOTE: \ MATCH WINDOW FRAME, FULL • PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLELa - 1. COORDINATE BACKING PLATE LOCATION WITH ACCESSORY MANE MOUNTING HEIGHT TO WINDOW. PARTITIONS TO MAIN RUNNER AT PERIMETER AT UNATTACHED INSTRUCTIONS. WALLS 2. SEE STRUCTURAL ENGINEER FOR BLOCKING FRAMING FOR HEAVIER LOADING. \ I NEOPRENE GASKET WITH -- LATERAL WALL BRACING IN LIEU OF • SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS 5/8"GYP. BD.ALL SIDES 3. PROVIDE BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, RESTRM \ I ACOUSTICAL SEALANT EACH BRACING ABOVE CEILING. PROVIDE AND CROSS RUNNERS AT UNATTACHED CONDITIONS GYP BD CORNER BEAD AT ALL FIXTURES, HANDRAILS,GRAB BARS,SIGNAGE,TOILET ACCESSORY I SIDE ADJACENT WALL FRAMING FOR • LATERAL BRACING OUTSIDE CORNERS,TYP. ANCHORAGES;ETC.AS REQUIRED FOR PROPER ATTACHEMENT AND AS LATERAL SUPPORT OF WALL. • PERIMETER SUPPORT HANGER WIRE REQUIRED BY THE GC. 6WALL - CLOSURE - AT MULLION WALL LATERAL BRACING WALL ANGLE ATTACHED IQ SINGLE WALL WIDTH SOFFIT 0 TYP BACKING 1 1/2"=1'-0" 3"= 1'-0" 3"= 1'-0" 1 112"= 1'-0" 3"= 1'-0" 12 GAUGE SUPPORT COMPRESSION POST AT WIRE AT 45 DEGREES 12 FEET OC EACH WAY TWO FIXTURE HANGING WIRES AT FOUR WAYS V \ OPPOSITE CORNERS SECURED TO �'r° Q STRUCTURE / © iSTRUCTURE �` 8"MAXf 0 / / T96R3SPREADER BAR SSEONPOSTAT r TWO(2)MAIN RUNNER 12 FEET OC EACH WAY �"` Illkpl3 3 f1/4 0moi/ cL .0007e/ O LIGHT CLIPS AT OPPOSITE • O 111) CLOSURE ANGLE HANGER WIRE ` ; ® W CORNERS / �: `•oils_ ► THREE(3) FULL TURNS WITHIN ` �� 0 0 0 Ce D /". 111 THREE(3)INCH MAXIMUM '� •0000illIll 2". 0 Q 4'-0". ° I 4'-0". W In NO ATTACHMENT / 8`' , •� ,� 6'-O"MAX LATERAL BRACE AT 12'-0"OC MAX / �' 4i4,-t- MAIN CEILING GRID RUNNER / / FASTEN TO STUDS �,, "..- 0 GRID REQUIREMENTS: Z Z FASCIA MOLDING OR SIMILAR, ,kd� 41,111. 10" 0 GRID SYSTEM RATING: HEAVY DUTY W Q COLOR TO MATCH GRID ! 0 V J 0 40, 0 DESIGN REQUIREMENTS:CEILING MUST BE DESIGN PER STATE AND LOCAL CODE 0 NO. 12 GAUGE PERIMETER FOR SEISMIC CATEGORIES D,E&F. _ 0 ca CROSS RUNNER MAIN RUNNER V) HANGER WIRE HANGER WIRE AT 45 \ INSTALLATION REQUIREMENTS: W W m I0 0 0 o a o 0 0 o a am DEGREES FOUR WAYS �• 0 MAIN RUNNERS:4 FEET O.C.,SUPPORTED W/NO. 12 GA.WIRES AT 4 FEET O.C. N MAIN RUNNER _; . ; •, MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS 1O 3 Q (I I { -' I , MAX. HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT NOT LESS THAN 200 G z U 41114411 �.. SAFETY WIRE ATTACHED TO ' EMT CONDUIT LBS. W C� I- 0 / CEILING GRID FIXTURE HOUSING ` 1/2"DIA.x 0.042"EMT CONDUIT UP TO 47" Q za. 0 3/4"\ WRAPPED AROUND FIXTURE `� ,..0••••••••••••( MAIN RUNNER 3/4"DIA.x 0.049" EMT CONDUIT UP TO 61" /\ CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF 0 REQUIREMENTS: 0 r ��"� t/1 CC MIN HANGING WIRE MIN. FOUR /j 1"DIA.x 0.057"EMT CONDUIT UP TO 78" CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. 03 D (,'J` w • GRID SYSTEM RATING: HEAVY DUTY TIMES.SECURE AT DIAGONAL '� � • CLOSURE ANGLE:2 INCHES POP RIVIT TO GRID, �. METAL STUD j COLOR TO MATCH GRID CORNERS NOT CONTAINING CROSS RUNNER 4 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. kn — O • ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT MAIN RUNNER LIGHT CLIPS SINGLE METAL STUD(20 GAUGE) UP TO 85" I JCC WALLS WITH POP RIVETS SINGLE METAL STUD{25 GAUGE)2505125-18 UP TO 87" GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN _I z ACOUSTICAL CEILING TILE TYPICAL BRACING CONNECTION • PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE NOTE: 1-5/8"x 1-5/8"STRUT(16 GAUGE) UP TO 120" 4 2 INCHES OF CROSS RUNNER INTERSECTION. O Z F' TO MAIN RUNNER AT PERIMETER AT UNATTACHED NOTE: REQUIRED BETWEEN EACH 2,500 SQUARE FOOT REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES BACK TO BACK 1-5/8" x 1-1/4"x 0.0197"CHANNEL UP TO 130" A. (4)-NO. 12 GA.WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES O _..l Z WALLS CEILING AREA OR PROVIDE WALL THROUGH CEILING GRID. WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM FROM EACH OTHER IN PLAN AT AN ANGLE NOT EXCEEDING 45 F- Q • SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS NOTE: Z AND CROSS RUNNERS AT UNATTACHED CONDITIONS IF A SEISMIC SEPARATION IS REQUIRED,AN APPROVED PROPRIETARY STRUCTURE -WALL MOLDING SHOULD NOT BE USED AS STRUTS. DEGREES FROM CEILING PLANE. V O 0 L JOINT MAY BE USED,OR THE GENERIC JOINT DETAILED HERE.THE LG - RECESSED LIGHT FIX -A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAN 14 B. BRACE AT 12 FEET O.C. EACH WAY. • LATERAL BRACING AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4". PERIMETER SUPPORT HANGER WIRE FEET 0, COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE • 5 WA L L ANGLE UNATTACHED 1 2G R I D SEISMIC J 1 3 BRACE GRID LATERAL FORCE BRACE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS.STRUT TO BE COMPATIBLE c 3"= 1'-0" 3 =1'-0" 1 1/2"=1'-0" 1 4 3"=1'-0" WITH SUSPENSION SYSTEM. REVISION DATE REASON FOR ISSUE RS 6 SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. n WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE 05 ft) O TRAPEZE OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 & NOTES: INCHES TO BE MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. a 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC193". 8 EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS N 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308" RESILIENT I CONCRETE O MINIMUM. c 3. POWER ACTIVATED FASTENERS(PAF): FLOORI RESILIENT I CARPET m A. MUST HAVE CURRENT ICC-ES REPORT WHICH IDENTIFIES THE REFERENCE i CENTER OF DOOR FLOOR ! LIGHT FIXTURE SUPPORT: 9 o CODE. j. (WHERE APPLICABLE) CENTER OF DOOR Ti B. CANNOT BE IN TENSION. E IIW I �► (WHERE APPLICABLE) A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO in C. REDUNDANCY REQUIRED. MINIMUM 3 PAFS INSTALLED IN ANY APPLICATION. ��� ' RESILIENT FLOOR PER SCHEDULE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM F MINIMUM SPACING SHALL BE PER PAF LISTING. I = •♦ t T RESILIENT FLOOR PER SCHEDULE FIXTURES MAY USE COMMON WIRES. D. INTERIOR WALLS: INCREASE FACTOR OF SAFETY TO 2:1 MIN.(50%OF LISTED I StIOT# j �4��.� B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE(2) NO. 12 GA.SLACK N6 .46 VALUE)OR AS RECOMMENDED BY MANUFACTURER. I I , et, 14` �'�� WIRES FROM FIXTURE HOUSING TO STRUCTURE ABOVE. E. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. !! z �� t 1 I woe C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM #c F. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE I 3 �� � FLOOR FILL TAPER 1/8"PER FT STRUCTURE ABOVE,WIRES MUST BE TAUT. � — AS REQUIRED ; , � / ��� FLOOR FILL TAPER 1/8"PER FT D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM. & ADOPTION OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE. �� i i �,� - as 4. STATEWIDE ALTERNATE METHOD: 14#x ``� r-'`SAS REQUIRED ATTACHMENT DEVICE TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT LEVEL 1 & 2 DETAILS SCREW ANCHORS: 1N THE ABSENCE OF AN APPROVED ICC-ES REPORT UNDER THE { +�♦ j ACTING IN ANY DIRECTION. i NEW ICC ACCEPTANCE CRITERIA,SCREW ANCHORS MAY BE USED SUBJECT TO THE �� SEALED CONCRETE �,� ���, „,r CARPET 10 c FOLLOWING: I - ` ‘C) NOT USED u A. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED. I ��� Q vPERMIT SET B. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING d �� PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS CODE OR 2000 INTERNATIONAL BUILDING CODE, DESIGN SHALL BE BASED ON �'�Y,`, `.�, ,., i I lrt 11 2,500 SQ. FT.OR PROVIDE FULL HEIGHT PARTITION. SEE DETAIL m 50%OF THE VALUE LISTED. "" �. ,1,,..,1;,...1:` x :..... x: .''x.`:Y.'-, "x r i,f:jti:;!' I1 i',�';,'i{�i li %�.;�,'ll�`{l,, Ilifijr. TRANSITION STRIP ,. 4,.. ' C. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER +, ':. �- 12 2-INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM,(2)SIDES TO BE ATTACHED TO ADJACENT THE NEW ICC ACCEPTANCE CRITERIA PER 2009 INTERNATIONAL BUILDING r+ s #' J WALLS,(2)OPPOSITE ADJACENT SIDES TO BE UNATTACHED PER DETAILS CODE, DESIGN SHALL BE BASED ON 80%OF THE VALUE STATED IN THE • : ' TRANSITION STRIP . CONCRETE REPORT. A COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION CONCRE E S LAB --- 6 HAVING AUTHORITY. ' ; `' f f CONCRETE SLAB 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH in (NI D. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. HIS ALTERNATE ( OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN DATE PROJECT NUMBER t847.4.1::::.4fixt:.;--,14:1:i'lt: METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN REVIEW PRIOR RESILIENT FLOOR TO SEALED I co ALL HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND t,,0, 9/13;18T 182540 V TO MAY 1,2009. PENETRATIONS WITH FLEXIBLE HEAD CONNECTION. 2 a SHEET#NUBER . CLG - OR ANCHORING NOTES CONCRETE RESILIENT FLOOR TO CARPET TRANSITION IBC CEILING NOTES Y v1 8 201 7 - :-.t- .O ce 1 1/2"= 1'-0" 6"= 1'-0" 6"= 1'-0" 1 1/2" = 1'-0" i----.0%. .. _ .,--. - , ,� _ .. .. . ,_ - _ 2 al QED 144)C" 00 rz.,� i t.iAra Q. I.u � • -11 ,e,D00.4,:4- g...---r PORI LAND, ORI:::CON . al Na. 4268 eO �4 OF O ' FINISH PLAN NOTES FINISH LEGEND FINISH PLAN SYMBOLS 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS.APPROVED MPI P-1 PAINT, MAIN.TBD BY CONTRACTOR&OWNER "1/71 rf VCT FLOORING / / . PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. /, �� 2. ALL PAINTED SURFACES TO BE MPI LEVEL 3-EGGSHELL FINISH.PREMIUM SYSTEM INSTALLATION U.O.N. P-2 PAINT,ACCENT.TBD BY CONTRACTOR&OWNER / /" - �i 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. - `" Ankrorn IIs�r B-1 4-1/2"RUBBER WALL BASE TBD BY CONTRACTOR&OWNER CARPET , _ -• �•� ' , CPT-1 CARPET.TBD BY CONTRACTOR&OWNER 38 NORTHWEST DAVIS,SUITE 300 SEALED CONCRETE PORTLAND,OR 97209 VCT-1 VINYL COMPOSITION TILE.TBD BY CONTRACTOR&OWNER " < T 503.245.7100 • CONC. EXISTING CONCRETE,SEAL AS REQUIRED 1505 5TH AVE,SUITE 300 SEATTLE,WA 98101 SV-1 SHEET VINYL(DURABLE FOR RESTROOMS).TBD BY SV FLOORING _)--,,,,-;_›-,_,-,„>••<„--,_;•••; >"aT 206.576.1600 „, CONTRACTOR&OWNER =' `- .� ,-:<_.� QTSAANN T Z-1 QUARTZ(FOR FRONT DESK TRANSACTION COUNTER).TBD IHOWARD STREET FRANCISCO,CA 94103 BY CONTRACTOR&OWNER T 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. • r , r& V,Tiet.&,A111*--NV4‘40A.r N . I .0 • W41 I 044 Irt..1 IT‘. A I hil.. AITI*TW iti la. \ n - 110'••4 1111 1 r4.1 p‘441104 rcip; • #4 , • .41 1• ��� • E �. 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