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Plans (28) BU P2018-00333 _ . .. lir INSURANCEk P . FARMERS if A FARMERS AREA." INSURANCE r ��: _- 10200 SW GREENBURG RD SUITE 365 RECEIVED SW Locust Street ,,•/,:.4-1# „ �� -?. _ iil 13, i1 III II I it 7 2018 FARMERS PORTLAND , � -- � Dov ) i �I� �, iL1 �-lifli�il i-lili -- 2 Project ' ISSUE FOR PERMIT CITY OFTIGARD r ,, ii1Ii i , -- •, ',; � I If'Ilf BUILDING BLO OFFICE F , II . , ,, i ' 1 . j x::44.-'.L12.,1,t;r llliiil i j ii 11 /27/2018 - .'■■■■N 13 i 111 I I I ti ! Prepared for I j E I I v - ra.�T a8. eI... a": /� . 1i► SA STRUCTURED PARKING -_ it +` /00 ,.:_. 4 - -O. �:L._. ,s 1 I /jam '00/4J,._. t j/ FARMERS INSURANCE ' a°1� f GENERAL NOTES PROJECT TEAM PROJECT LOCATION MAP z /sp° i 1 l ,; . , ' ). 4-- l F., r I - _._.,_ i ! l / CLIENT REPRESENTATIVES ARCHITECT f _.: .� I _ • ;� .,- � V , A. GENERAL NOTES: CUSHMAN &WAKEFIELD HELLMUTH OBATA 1 �- \ . / 1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALLTA+ ;; a ad `�y �. -'� REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS. JOHN BORKGREN KASSABAUM, INC. 0 4 a ;p( (1\\ ``� "''* y Vis' I - J i _;' :/,,,,,,/,r,... // TEL ONE BUSH STREET, SUITE 200 c r� � (7)}�f -�- ,t h-;.- 0 �- 2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS,AND COMPLY WITH ALL JOHN.BORKGREN@CUSHWAKE.COM SAN FRANCISCO, CA 94104 ��^y�''�� ' V _ - r' ��. APPLICABLE BUILDING CODE, REGULATION&ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT 10200 SW �' f ;._!, i -<x i `' ' ,w, TO THE PROJECT AREA BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING ZURICH FAN WANG- JOB CAPTAIN I UDR ER C� .r i KIM JOHNSON TEL:415 356 8544 GREENBURG RD a. E : - --->_-_ CONSTRUCTION OF THE PROJECT 1 .. ® �q � • __ _ I f`3�. ,. .� Q LINEOLN 210 TIGARD, OR 97223 6301 OWENSMOUTH AVE, STE FAN WANG@HOK COM 1 '''.---------r--- ,�- ��-�--) � � WOODLAND HILLS, CA 91367 ANDY POTTER-ARCHITECT jh k----- ••. � . �;,C - m� , /� �' 3. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE 17x r 'pima: � %. ff TEL 818-876-3885 TEL 415 356 8 t,. I /rriIy1 r/1, 1; fWORK. @57@2 :., �.;,il r ,� .....7,,,,,„,1 I -- _ -_ #"' ; ,, KIM.JOHN50N ZURICHSERVICES.COM ANDY.POTTER HOK.COM H ,ISO � SSB U Inc. • , ", 4 ti .. -_ /1/ 1 4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS. I =,i„,> V.,x\ \\) \. r w -- rLL ?. -- > ; •1 MEP DESIGN E SIN RS �� , `� �. '. _ I1, r 5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS,UNLESS OTHERWISE NOTED. N E� - One Bush Street, Suite 200 SYSKA HENNESSEY GROUP San Francisco, CA 94104 USA GENERAL CONTRRCTSJR 1 1 IA ` �" '%i`.' WILL f t HE WORK WITH EQUIPMEN URNISHINGS AND SYSTEMS PROVIDED BY THE OWNER. -� w .- RUSSELL CONSTRUCTION INC EVAN SWEDO „ "',.�� -1- 6 COORDINATE T T F 401 WEST A ST. SUITE 1850, SAN -:' t +1 415 243 0555 f +1 415 882 7763 11- 7.1 -.L'' . '� 9 LING® N ` �- ___�:) , AVE TUALATIN 1 'f I r LINA©LN >> C. DIMENSIONS. 20915 SW 105TH OREGON 97062 DIEGO t e : ,1;-=7. ( � i -0 4 TO BR -�- 1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE TEL 503-692-9002 FAX 503-692-9008 CA 92101 � ' ;!i � ! , WALL, NOMINAL FACE OF CMU WALL,FACE OF PARTITION TYPE AS SCHEDULED, UON TEL 804-433-3618 }rF I 4 #•'::: EMAIL: ESWEDO@SYSKA.COM Al!reproduction&intellectual property rights reserved O 2018 I 2.ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT,TRUE&PLUMB.THE BLDG MANAGEMENT .,.. In Association with "� LINCOLN CENTER/NIMBUS : s�,, et } t s l '1 l � ' PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: CORPORATE CENTER SYSKA HENNESSY GROUP \� - ; , „ li > •I�1 �f� j ( I ' I A.MIN DIMEN FOR ACCESSIBILITY CLEARANCE&BUILDING CODE REQMT EVAN 5WED0 PL^ZA - s �� 1�1 �� 1� `f � 11 ( � MORIAHNEVIUS :i k , 1, I ;,;,, • B,LARGE SCALE DETAILS RD SUITE 310 SUITE 1850 ,,.-_.. ST UG�TUI i PARKING - STRUCTURED PAR f ILS PORTLAND OR 97223 1 D1 ,:�l, C SMALL SCALE DETAILS 10220 SW GREENBURG 401 WEST A STREET, S i , ,i 1 i i ! - 1 : i , D.ENLARGED VIEWS SAN DIEGO, CA 92 I� I I i l ll T � -,_ i Elil � I � j� I I� ,sl ' :, E.FLOOR PLANS AND ELEVATIONS TEL)804 433-3618 ROB FABIAN g �„ ,,t i, i , l f i;i iii i 7' `'!. -`- - ': IIS-Ill ''./ E ' i ' „. r�:I ',� I '.I. f!fi1 IIS 1 :.111; PROJECT MANAGER �� , . L - 1 3. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB,UNLESS OTHERWISE NOTED. 5335 MEADOWS RD, SUITE 275 SW Oak Street 4.VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL LAKE OSWEGO, OR 97035 ter_. „ „ TEL: 503-412-4844 i' it,,merl 8cA0:Y7 AT THE DIMEN POINT,UNLESS NOTED ABOVE FINISH FLOOR-"AFF". RFABIAN@SHORENSTEIN.COM 25 00' 200' 5. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ,n SUSPENDED CEILING SYSTEM OR FACE OF FINISH MATERIAL AS SCHEDULED Key Plan . SITE PLAN - NTS 6. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE,CLEARANCE,AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS.DIMENSIONS SHALL p NOT BE DETERMINED BY SCALING THE DRAWINGS. BUILDING SUMMARY SHEET INDEX II =- - f - _ _ - - I Work - Sheet Index J YEAR BUILT-1990,RENOVATED 2006 ' BUiLDINGCONSTRUCTIONVTYPE: IB I ISSUE FOR STORIES: 7 SHEET PERMIT - f44.1..\11.11110 HIGH RISE:YES TRUE PLAN FIRE SPRINKLER: EXISTING THROUGHOUT NUMBER SHEET TITLE 11/27/2018 NORTH NORTH IL. -I-,� - ,,,,,,c., . ,......._ jir) FIRE HORNS&STROBES: EXISTING THROUGHOUT s� 0000 COVER SHEET X Professional Seals , ri H A103 DEMOLITION PLANS LEVEL 3 X b I PROJECT SCOPE A203 CONSTRUCTION&POWER DATA PLANS-LEVEL 3 X � 4 t 0 . . '. - �-- A403 FINISH&REFLECTED CEILING PLANS LEVEL 3 X �� '�____T:= - . . OCCUPANCY:B(NO CHANGE FROM EXISTING TO NEW) A503 ELEVATIONS-LEVEL 3 X _ tl r 't © L A900 DOOR TYPES&SCHEDULES X __ INTERIOR11-7 . III NEW INTERIOR MULTI TENANT FLOOR BUILT OUT FOR NEW TENANT MOVE INTO A902 GWB PARTITION TYPES X 1 THE 3RD FLOOR.DEMOLITION OF EXISTING FLOOR FINISH,WALLS AND MINOR A903 PARTITION DETAILS X • an 'rancisco,CA • PLUMBING.NEW WALLS, FLOOR AND PARTIAL NEW CEILING FINISHES AND A931 DOOR AND GLAZING DETAILS X Lic.#ARI 4655 RELOCATED EXISTING LIGHT FIXTURES THROUGHOUT.MODIFICATION TO(E) A941 CEILING SYSTEM DETAILS X IJ�, j MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. RELOCATION OF FIRE/LIFE CC - - i SAFETY ELEMENTS FOR NEW LAYOUT. A960 CASEWORK&MISC DETAILS X OF O� 1 -$„ 4� Grand total: 11 CP �('" "� r GROSS AREA OF THE FLOOR:17,540 SF X • AREA IN SCOPE:4,977 SF No. Description Date 1111 ' r� '� CONSTRUCTION VALUATION: EST.$250,000 ISSUE FOR PERMIT 11/27/2018 �I 1 NI `"" -It/ �' I I 1 1 ISSUE FOR LL REVIEW 11/3012418 a I 1. ti {{ I 1 I LL ,\ ,, _J DEFERRED SEPARATE PERMIT APPLICABLE CODES j l _ y )r/' �!` .-1 i , h, /� // C"I �/ �, ' [ T /// HFE - HALLWAY • 0j---‘\._-- 49' 6" 3'-4" - - 2�I 3>a� ALL WORK FOR THE PROJECT SHALL COMPLY THE 31: t 1 WORK AREA 1. MODIFICATIONS TO THE FIRE AND LIFE SAFETY FOLLOWING APPLICABLE GOVERNING CODES; ' =`H 1--) . ,,, . . illim r � 65s �, SYSTEMS SHALL BE SUBMITTED AND REVIEWED UNDER 1 'l - 320 (i -- ''� ��► "'� ' i� 5g�" ,• �� i9a.57 sF A DEFERRED SUBMITTAL 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED I ie I` �\ \I\`�� ` PO OFFICE COPY RM r'OMMON PATl•1 ! I . t;UNFRM . " ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) elipy.its, = �.r;� \ � � ` 318 OFTRAVEL. 34-2 2. MODIFICATIONS TO THE ELECTRICAL, MECHANICAL, .0.i , . _ �f . �. _ �� -OFFICE COPY ` _� r15 160C . 165.4S.05= 120C 130.17 SF 14.355 1 AND PLUMBING SHALLE BE SUBMITTED AND REVIEWED --- .-7-...i... ----a---- 11 - -...- -- - iI 22D.71 sF115= 15�• I UNDER A DEFERRED SUBMITTAL 2014 OREGON MECHANICAL SPECIALTY CODE MS EC ) 1 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (I C - _ �� ,� ~ 1 "' CI'T QF 1'IGARD �� `��:� Q k LR'+W Ll�11R'�t� ��' tir�iVi r ..... T r ‹% 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) -. \\ �• `- .58�" _ - E _'SET HALLWAY 4'-3" .:'..;•',/ ,_._.- 312 . �� °' 323A 1323 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) Approve& fdj OTCs v c�� I Li.80 Sj/ ' g.1.M or ` HALLlI1rAY �� ,� .._... permit#u 3 • �= 1 ,azo 32, PARTITION PLAN LEGEND MEANS OF EGRESS TEL I DATA_ 3,'-\_..- OFFICE OFFICE: OF 'E232.8 SF • Addtesst In -t .. 5. ./ �..r., A- ..v.4s-.-_ I'_.. it / OFFICE OFFICE ( I 302 I 314 313 ® 311 310 wig (E) PARTITION TO REMAIN Suite#i41.‹.-- By: MAX COMMON PATH OF TRAVEL(B OCCUPANCY) 100 FT(SPRINKLERED BUILDING) Date: Z�-1.c6. r J 87.50 SF �� OPEN OFFICE 127.02 SF 126.30 SF 126.90 SF I B + `� " - ` I126.94 5F 126.90 SF , MIN NUMBER OF EXIT PER STORY: 1 500 OCCUPANTS 2 EXITS(2 EXITS PROVIDED) MON "' 326 L 198.34 SF r r I (N)PARTITION. NOT FIRE RATED EGRESS ACCESS TRAVEL DISTANCE B OCCUPANCY 300 FT(SPRINKLERED BUILDING) �' n " I I - I CORRIDOR FIRE RESISTANCE RATTING 0 HR ori 4-� , _.--11-- - - - 4 EGRESS PATH OF TRAVEL - I �7`� i�i�r oOP .s 1 :a Project No: 18.04708.00 I OFFIC OFFICE OFFICE OFFICE OFFICE MIN CORRIDOR WIDTH 44" f ` i\ Sheet Title: Lrl 305 306 307 '" 308 �� COMMON PATH OF TRAVEL MIN STAIR WIDTH 44" 44"PROVIDED [1---VTI- � _ etSa , ® k o 1; I 15- 10 OCC MIN EGRESS DOOR WIDTH 34" 34"PROVIDED -� .. � �=- ]25.85 5F 125.97 SF' __-� 125.97 SF 125,97.SF 125 97 SF I �` �'` ' _ Flo it. � � 1 1� I OFFICE AREA IN SCOPE:4,977 SF COVER SHEET r , . � s‘. *41 I `�_-" I B OFFICE: 3,690.43 SF !100 37 OCC L J �� B ACCESSORY ASSEMBLY B ACCESSORY ASSEMBLY:1,064.02 SF 115 74 OCC ��• � �` 58'-0" S1 STORAGE: 222.55 SF 1300 1 OCC m iiii TOTAL. 112 OCC CITY OF TIGARD --l •ANTRY '---• AREA NOT UNDER SCOPE OF WORK in Co I 3031 HALLWAY FEC by Planning a I. 301 SF 115- 21 OCC Approved Original is 36 x 24.Do not scale contents of this drawing. 325 �� FIRE EXTINGUISHER CABINET Date: i-L Sheet Number AREA OF WORK EGRESS PLAN - LEVEL 3 311.39 SF CR CARD READER EGRESS DOORS TO HAVE FAIL-SAFE DEVICE Initials: �L CARD READER IT ROOM DOOR TO HAVE FAIL-SECURE DEVICE : G 0 0 0 06 3132"= 1'-O" 0 N r' 'sRa.�q R � -3 g:. -rP :, ,Z ?<t y'.x il,:.,,3 ..> ..... - Alt w • ,. .] .. ., ....P. Wm.,e.... dem. ..t.. ,. ,.. E.. -.:.,:s ... ,.,. -...if:,.. ,gam� m9. :... p�v8E:¢—C" ..., � - a. , f. ....... ......... :�.ki.Ww ..•i::•:—,-7 .. mei ten m t � S WI ....s...zea. _.,......_.. ... .._.. ..>, . ... .T.. _.._. .. ___. -_.It ,e .. .,. .,.. .. '2.,,, . . , . . [ %i , I h:, FARMERS , .,-,:: a. ... .,.., . (R). , ... < „.„.....,.„...,,,,,.„.....„:„..,..,:„., ....,...„:„....„..,::„..,..„.„......„...„,.. . . . , . , ,,,, „....... .... . .. .. , , .. . .. . INSURANCE ,.> A � y4 r i "2 «d; .§ i ___:. - i r f "s r� : i `:k3,� E .:--:"-'< '✓'- .3..:> ;:`, fdl�u:u:- -•tw&- f.-.i:::.- ,�.: .-Yx3 "rGNf z..,'r%FS% .T .,.,.. ... ..-.. -..,:..:o- .. «. w .,,e, ,nx, MF :, ..'...-. - - __ t E.e,.:is � ,� _� � _ - Project _ � ." _ Pr ct (R) PORTLAND FARMERS I VIIIA• EE VIIIIIII VIII BLO OFFICE IIII IIIIIIII. EIIEIII E II .I IIIIIIII II III I III IIII E III I I I E E.I I � I VIII I I , ��-III. _— III .III / r l 3 --J E 6 i �°.e_ iF _ I E�lul VIII II i o L Prepared I — s i _ I . repave or II 1 gm- 4j_... ._h__ +_ r___ ti (R) 1I II FARMERS INSURANCE : ' : — __ _ . i E ` J g S • 1 I ( I —C . s- ._ 1 I'. I ( I.... I I 4 I i (R) i ! 0 . + Pi — �g '_. r. , I. i (R) • �.._.__.. 1_ i _ (R) (R� , I r 1 • 1 I SUITE 365 • _ Milk III _ ( _ Helimt Obata Kassabaum, Inc _ ... �1 • h (R) I _� E I ' .. -:._ • © One Bush Street, Suite 200 • a O San Francisco, CA 94104 USA r_..-_... – — : _ �.. ,._ — R +1 415 243 0555 f +1 415 882 7763 I ¢ Th . .. .. . .,.. ... . _ . . ... . _ ___ d - (R) „ .. All reproduction&intellectual property rights reserved J 2018 I E ` I I— , Li XLI :::19 ` —1 II In Association with (R) (R) _ E II ! -- ._ -... ._.._.._._-.-....-.-- -- -------_... SYSKA HENNESSY GROUP i • l ; T l ��x s EVAN SWEDO i • E 1850 I �` 401 WEST A STREET, S i,. �� ` II • l rTl II SAN DIEGO, CA 92101 - ; I f . I , I (R) (R) III TEL)804-433-3618 1E .P II I I r� ... _.,.. - lam: v f',. _/ .....:.Y.... -C....,.,.... _- YIYWWYYWYY ... .: .: . ..-: .._ QAC'. .:: .. .::.:. ....... .:.:..:. ...a.,.:,_�..ai ....... �., ,. III Key Plan illDEMOLITION CEILING PLAN - LEVEL 3 DEMOLITION, 0 PLAN - LEVEL 3 #4111:011"$ 118"= 1'-0" 118" = 1'-0" DEMOLITION GENERAL NOTES TRUE PLAN REFLECTED CEILING DEMOLITION PLAN LEGEND REFLECTED CEILING DEMOLITION PLAN - KEY NOTE DEMOLITION LEGEND NORTH NORTH (E)ROOM OR ZONE TO REMAIN, NOT (E)CEILING TILES AND GRID TO BE REMOVED TO THE EXTENT AS SHOWN. INCLUDED IN THIS SCOPE OF WORK ` ` ' (E)2X4 LIGHT FIXTURES TO BE SALVAGED&RELOCATED 1>THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION Professional Seals 10— EXISTING CONSTRUCTION PARTITION, DOOR, GLAZING AND FRAMES TO AND REMOVAL/STORAGE OF ALL ITEMS AS INDICATED. D ' D (E)GYP BD PARTITION TO REMAIN REMAIN 2. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM EMANATING FROM e DEMOLITION/CONSTRUCTION AREA, KEEP AREA CLEAN. 4*.„ AIA O (E)DQWNLIGHT TO BE REMOVED,RETURN TO BOLDING - C 3. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH �1. L = =_ EXISTING PARTITION,DOOR,GLAZING AND FRAMES TO BE REMOVED THE ARCHITECT PRIOR TO PROCEEDING • San Francisco.CA • (E)CEILING TILES AND GRID TO REMAIN 4.AT COMPLETION OF DEMOLITION WORK,THE CONSTRCTION AREA(S)SHALL BE LEFT IN"BROOM CLEAN" tic.#ARI-4655 ,� CONDITION.ALL DEBRIS, MISCELLANEOUS MATERIAL SHALL BE REMOVED. (E)2X4 LIGHT FIXTURES TO BE [ • , AREA NOT IN CONTRACT 'OF OCL-- SALVAGED&REUSED. REFER TO RCP 5.DEBRIS REMOVAL SHALL BE PERFORMED USING THE FREIGHT ELEVATOR.ALL DEBRIS REMOVAL SHALL BE FOR NEW LOCATION PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES.COMPLY WITH CITY PLEASANTON CONSTRUCTION DEBRIS RECYCLING. No. Description Date R (E)2X4 LIGHT FIXTURES TO REMAIN. 6.THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER IN THE SPACE BACKGROUNDS 10/10/2018 PROTECT DURING CONSTRUCTION. DURING CONSTRUCTION IF REQUIRED. EXISTING EGRESS,FIRE AND LIFE SAFETY SYSTEMS SHALL REMAIN ISSUE FOR PERMIT 11/27/2018 OPERATIONAL AT ALL TIMES. ISSUE FOR LL REVIEW 11/30/2018 'Or REMOVE AND SALVAGE FOR REUSE; EGRESS SIGNS DEMOLITION K EYN OTE S 7. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS,SWITCHES WIRES,THERMOSTATS ETC TO - THEIR SOURCE AS REQUIRED. ENGINEERS DOCUMENTS GOVERN THE EXTENT AND METHOD OF REMOVAL, CAPPING OFF AND MAKING SAFE MECHANICAL,ELECTRICAL AND COMMUNICATIONS SYSTEMS. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR -- 1. EXISTING DEMISING PARTITION T4 REMAIN HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN BUILDING LOBBY, ELEVATOR LOBBIES,PUBLIC GENERAL REFLECTED CEILING PLAN NOTES CORRIDORS,RESTROOMS AND TENANT SPACE. REFINISH TO MATCH EXISTING ADJACENT FINISH OR AS NOTED 2. DEMO ALL FLOORING AND WALL BASE THROUGHOUT, U.O.N. HEREIN. 1. CONTRACTOR SHALL TEMPORARILY SUPPORT EDGES/TRANSITIONS OF EXISTING TO REMAIN CEILNGS SO 3, REMOVE ALL INTERIOR DOOR&FRAME&HARDWARE,RETURN TO BUILDING. 9.NO EXISTING SMOKE DETECTOR,PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, AS TO PROECT FROM DAMAGE UNTIL NEW CEILINGS ARE INSTALLED AND SUPPORTED. INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT 4. (E)SHAFT TO REMAIN CONSTRUCTION.RELOCATION OF SMOKE DETCTORS,PUBLIC ADRESS SPEAKERS AND FIRE ALARM EQUIPMENT _ 2 FIRE PROTECTION/LIFE SAFETY DEVICES TO REMAIN UNTIL CONSTRUCTION PHASE. REFER TO LIFE SAFETY DRAWINGS (DEFERRED SUBMITTAL) FOR NEW LOCATIONS AT NEW LAYOUT 5. (E)BLINDS TO REMAIN. PROTECT DURING CONSTRUCTION IF PLANS.NSNOOIACTIV BY NEW CONSTRUCTIONSHALL BE COVEREDV O ACCOMPLISHED OTHERWISE A REMOVED PRIORITY AND PER THE ACTIVE SMOKE DETECTOR BE OR REMOVED OR USED FOR OTHER 3. SPRINKLER HEADS TO REMAIN AS POSSIBLE AND RELOCATED AS REQURIED FOR NEW LAYOUT. THAN ITS INTENDED PURPOSE. 10.ALL EXISTING FLOOR MOUNTED OUTLET/POWER POLES THAT ARE TO BE REMOVED SHALL BE CAPPED OFF 4. REFER ALSO TO GENERAL DEMOLTION NOTES ON SHEETS AD200. TO THE NEAREST JUNCTION BOX. 5. EXISTING PERIMETER WINDOW SHADES TO REMAIN. GC TO PROTECT DURING CONSTRUCTION 11. GC TO REMOVE ALL EXISTING FLOOR FINISH IN THE SCOPE OF THE PROJECT. PREP FOR NEW FINISH. -----' ---"--"'--- - ---- --- - 12. REMOVE TO SOURCE ALL PIPES,VENTS,APPLIANCES OR DRAINS NOT BEING REUSED. ENGINEERS ---- — DOCUMENTS GOVERN THE EXTENT AND METHOD OF REMOVAL,CAPPING OFF AND MAKING SAFE MECHANICAL AND PLUBMING SYSTEMS 13.ABOVE CEILING DUCTWORK SHALL REMAIN.SALVAGE DIFFUSERS,GRILLES,AS REQUIRED FOR REUSE IN Project No: 18.04708.00 NEW LAYOUT. Sheet Title: 14.STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. DEMOLITION PLANS — 15.CONTRACTOR SHALL COORDINATE WITH OWNER FOR DIRECTION ON SECURE ROOM OR AREA FOR THE LEVEL 3 STORAGE OF ITEMS NOTED TO BE REMOVED AND RETAINED FOR REUSE. 16, CONTRACTOR SHALL MAINTAIN A FREE AND CLEAR EGRESS PATH TO ALL STAIRWELLS. 2 a rci Original is 36 x 24.Do not scale contents of this drawing. ul Sheet Number N LoA 1 0 3., ,, N #111111!44 ::..,.::„::,,,,: :.,:.,::„::„:, /1 11 i 11 Il II 1i- 11 1 FEF FARMERS S-18. ? ALIGN • • `n, OF3 _ INSURANCE MAIL MACHINE 4'w l B , ��. � � : �-- .. . ....... . . _ ..._.,-.e..,.. .. HALLWAY 6 FEC-1 I , I f i �� Project �..:P.• _ a- HALLWAY - 321 D - FARMERS PORTLAND 321 G �__FALIGNOV3 .! �G.� ` 321 A503 Z 1" , v r-; _ . - . ( BLO OFFICE _ i C C19MOPY RM ----7 ' ' - ___.) i CHECK PRINTER(2w)A . ; i • I� " Pre aced for El r , CEPTION CONFR DEPO pRE D W EAA503 2I :.�.� - r , k i . . WORK AREA ,r1 ) 301 0 17 7 -1'2" r- i iiiii,Sx 315320 INSURANCE -�• _ " 3 " A5032 WORK AREA FARMERS 0V3 `` �P 1� nor .- NETWORK PRINTER 2'w 320 ¢ 1 UA3A ' J , 0 RECEPTION .,� } N 301A I _ a I fir± .; , .i„ j � , 0 M ¢ 301 f/..____,').! IC , ..-.,I,Ir.__-1 .. I 317 _ IN "' _ OFFICE = Z �� l 1110 CONF RM OFFICE I 50 T _ 1 8 ¢ f - a c� 315 CR 318 2 � E N ® _� G CLRECYCLE 61N SHREDDER) y ' ' A 310 /2" ?' ¢ 318 a DV3 ¢ • F joSET ( . - 3158 3 3A - 38 =�X317 !� , \; -'-"---\:\:)- t/ N 3'-0"2'-3112" dibi? RICOH PRINTER ' 1 ELEC CLOSET = 1'7" DV3 7 HALLWAY _-.-. -.__ A503 DA3A HALLWAY • i: •-411 341 ) 0.6-3A 323A °' 323 `= k 4 i- I 323 METALSHELF _ _ 2" -� , i i r N 314 ---._� 313 ( 311' El j I OFFICE OFFICE :. OFFICE OFFICE OFFICE ` _� 3 A A /�� 5� C 312 \ 310 HALLWAY ALLWA ::: �.........I�,"�I 4 314 313 312 311 - -' 310 •i4'-7" EQ EQ EQ 324 ' 6'9112" 6'$" "' s ./. ,. i EQ EQ OA3A i �;, . , 1 ' E///-''. ri:•.. , 3a ¢ OFFICE a OFFICE a O 1 1!2" 9'9" A ICN EL l DATA i . o <o 313 0 312 -A__ a CEfril 310 Y' 6 ,' 1 4 3 OFFICE OFFICE 311 HelII. ut Obat� KBSSabauInc. im 302 � 3EN OFFICE � �� ; . J w r , H � TEL I DATA 3 +■■ OPEN OFFICE OFFICE ._I.j1.1 326 '' `+ ---t' � 302 '! i� Ij • i 3' 326 314 One Bush Street, Suite 200 5 © -- HALLWAY 48 48 � - OA3A 4A3A OA3A DA3A DASA San Francisco, CA 94104 USA TYP OA3A 342 I 324 a I + I I i I t +1 415 243 0555 f +1 415 882 7763 ,A) DSII j ■ o �.:. ill 2A I,- . if / 14fi. �, • L J `1 ,..., /;/: Fl < 4" /, ,• OFFICE OFFICE • OFFICE OFFICE OFFICE OFFICE OFF/ OFFICE OFFICE OFFICE OFFICE o 1� :? 1� 1� t, f: OPEN COLLABORATION VER WI R m OPEN COLLABORATION All reproduction&intellectual property rights reserved O 2018 PANTRY306 u p 1i 307 308 lj I MW-01 REF-1 I S-01 I 304 _ 305 bFEQUIP PANTRY - '.::'2- 309 Q� 304 305 306 307 308 309 In Association with � 303 _ r -- - -._.. ALIGN 4 M 303 Z'7° SYSKA HENNESSY GROUP F..11 ti k ._ ".' ="' _.._.. J M o - EVAN SWEDO ,..... , - FEC-1 - i ( max. l ; } , - �o o Qo /; \ tib, .. �i �� _.. :.........: I71 - ' :_._; _- TYP 3 A503 SUITE 1850 \/ V -/ '`', _ - �, ;�3� �1n�T ADB }, �p 401 WEST A STREET, © SAN DIEGO, CA 92101 o N TE ) 04 433 3618 DV3 L 8 /N. HALLWAY 0G3 HALLWAY 307 ._.._ ......................................................... 325 `r 325 _.. - _ _- : J l 0 POWER & DATA PLAN - LEVEL 3 ( CONSTRUCTION PLAN - LEVEL 30" Key Plan 118"= 1'-0" 1/8" = 1' ...) 4011.11\441111N GENERAL CONSTRUCTION NOTES POWER & TELEDATA LEGEND GENERAL POWER & DATA NOTES TRUE PLAN NORTH NORTH DUPLEX,18"AFF,UON TELEDATA AUDIO VISUAL,MOUNTING HEIGHT AS INDICATED 1. REFER TO NOTES ON SHEET A001 FOR ADDITIONAL CONSTRUCTION GENERAL NOTES- 9.ANY DAMAGE TO ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH COMPARABLE MATERIAL HAVING THE O AV 18 1.ARCHITECT TO VERIFY ALL POWER&SIGNAL LOCATIONS PRIOR TO INSTALLATION. SAME FIRE RESISTIVE RATING REQUIRED BY CODE. CI 2. REFER TO GENERAL ACCESSIBILITY NOTES&DIAGRAM SHEETS FOR ACCESSIBLE INSTALLATION Professional Seals DUPLEX DEDICATED, 18"AFF,UON 0 2. COORDINATE OUTLETS WITH MILLWORK IN ALL LOCATIONS. GUIDELINES. 10. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. DO * TELEDATA DUPLEX, 18"AFF, UON L} 0 3. PROVIDE GFI OUTLETS IN ALL"WET"AREAS- 3.ALL PARTITIONS TO BE TYPE A03 DON. REFER TO PARTITION TYPE SHEET AND PARTITION DETAILS FOR 11. CONTRACTOR TO VERIFY THE CONDITION OF THE EXISTING FLOOR AND MAKE NECESSARY PROVISIONS PRIOR TO [ .1 OO DUPLEX GFI, 18"AFF, UON ADDITIONAL INFORMATION AND GENERAL NOTES. MANUFACTURING OF UNDERCUTTING DOORS. LEVEL OR"FLOAT"FLOORS WHERE REQUIRED FOR LEVEL FINISH AND `� f N�]48 TV OUTLET, MOUNTING HEIGHT AS INDICATED 5. FURNITURE IS SHOWN FOR REFERENCE PURPOSES ONLY, UON. APPEARANCE;WHERE FURNITURE!MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE CRITICAL. dre P o QUADRAPLEX, 18"AFF,UON 4.VERIFY PARTITION LAYOUT WITH HOK PRIOR TO PROCEEDING WITH INSTALLATION OF METAL STUDS. TOLERANCE SHALL BE NO MORE THAN 114"IN 10 FEET. X TELEDATA QUADRAPLEX 6.WHEN FLOOR BELOW IS OCCUPIED,CONTRACTOR SHALL INCLUDE CORING OF FLOOR ON OVERTIME BASIS. Pt l'✓ o 0 5. REPAIR ALL EXISTING TO REMAIN PARTITIONS, DOORS, FRAMES, ETC. RECEIVING A NEW FINISH. 12. WHERE OUTLETS/DEVICES ARE INSTALLED DIRECTLY INTO RATED BUILDING CORE WALLS,SEAL/INSULATE PER CARD READER 7. •SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN.VERIFY LOCATION OF ALL OUTLETS IN RELATION TO ALL FINISHES TO MATCH EXISTING,UON ; REF. FINISH PLANS CODES TO MAINTAIN RATING INTEGRITY.REF.TO POWER I DATA 1 COMMUNICATION PLANS FOR LOCATIONS AND • `an 1 ..ncisco,CA • �± FF 1$ FURNITURE POWER FEED Lip.#ARI-4655 0 STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING PARTITION PENETRATION DETAIL SHEET. WITH WORK. 6.ALL DIMENSIONS MARKED"CLEAR"OR"CLR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS} FF 18 FURNITURE DATA FEED OF ALL WALL FINISHES AND SHALL NOT VARY MORE THAN+l-1I8"WITHOUT WRITTEN CONSENT FROM THE 13. CONTRACTOR TO PROVIDE 114"COPPER LINE AT SINK LOCATIONS FOR NEW COFFEE MAKERS AND NEW OF 0-k - 8. R8.ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE(ARCHITECT TO VERIFY W/ ENGINEER)OF ALL OUTLETS AND TAKE ARCHITECT. REFRIGERATORS. INSTALLED BELOW COUNTERTOP. PRECEDENCE OVER ALL OTHERS,UON. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 7. REF. PARTITION DETAIL SHEET FOR TYPICAL CORNER,JOINT,&CONNECTION CONDITIONS. 14. INSTALL CODE COMPLIANT FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND/OR CEILINGS. No Description Date POWER & TELEDATA PLAN - KEYNOTE BACKGROUNDS 10/10/2018 9. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 24"OC OR MOUNTED AT DIFFERENT HEIGHTS IF 8.VERIFY ALIGNMENTS IN FIELD. IF MISALIGNMENT SHOULD OCCUR,VERIFY OPTION OF FURRING OF 15. PROVIDE FLOOR LEVELING COMPOUND AS REQUIRED TO PROVIDE LEVEL FLOOR AT FURNITURE PANEL ATTACHMENT BACKGROUNDS 11/02/2018 INDICATED. EXISTING ELEMENTS TO PROVIDE REQUIRED ALIGNMENT. POINTS. ISSUE FOR PERMIT 11/27/2018 ISSUE FOR LL REVIEW 11130/2018 Q COORD WITH FURN VENDOR FOR FLOOR CORE LOCATIONS 10. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND 16.ALL UPPER CABINET MILLWORK TO HAVE FIRE RATED WD BLOCKING FOR SUPPORT. INSTRUCTIONS. © COORD WITH FURN VENDOR FOR OFFICE POWER&DATA OUTLET LOCATIONS 11. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED&SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. CONSTRUCTION PLAN LEGEND 12. SEE POWER AND SIGNAL PLAN SHEET NOTES BELOW FOR OUTLET,SWITCH AND COVER PLATE FINISH. REFER TO SHEET A911 FOR PARTITION TYPES. REF-1 FRIDGE MANUFACTURER: FRIGIDAIRE MODEL:FPB2777RF-STAINLESS STEEL 13. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT.ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS 0A3 ------ ---- - -- -- S-01 UNDER MOUNT SINK 1 FAUCET MANUFACTURER:KOHLER!KOHLER MODEL:K-8689 5U I K-596-VS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. NEW PARTITION NEW GYP BD PARTITION, SLAB TO STRUCTURE ABOVE Wl ACOUSTIC WI ACOUSTIC BATT MW-01 MICROWAVE MANUFACTURER: GE MODEL: PES7227SLSS TRIM KIT:GE JX7227SFSS(27"TRIM KIT) 14. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC.(UL)LABELED DEVICES THROUGHOUT. r� " .. .,, . ,, PLANNED LANDLORD MULTI-TENANT CORRIDOR AND DEMISING PARTITION. OV3A GC SHALL COORDINATE WITH LANDLORD AND LANDLORD'S ARCHITECT PRIOR TO NEW GYP BD PARTITION FROM FLOOR TO UNDERSIDE OF FINISHED CEILING WI FEC-1 FIRE EXTINGUISHER CABINET,SEMI RECESSED MANUFACTURER:LARSEN SOLID WI LOCK,VERTICAL LETTERING 16. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS,MIN. FROM EDGE OF COVER PLATE,FOR WALL MOUNTED OUTLETS,OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS,WHEN ADJACENT TO A WALL,COLUMN,OR SIMILAR ORDERING CT AND IS HO THIS WALL CONSTRUCTION IS NOT IN THE SCOPE OF ACOUSTIC BATT THIS PROJECT AND IS SHOWN FOR REFERENCE FOR COORDINATION ONLY. ELEMENTS,DON, OE3A INST-1 INSTA-HOT,WITH WATER FILTER.REFER TO MEP DRAWING FOR SPEC DETAILS. 17. INDICATED DIMENSIONS ARE TO THE START OF THE COVER PLATE OR MONUMENT, UON. (E)ROOM OR ZONE TO REMAIN, NOT INCLUDED IN THIS SCOPE OF WORK! _-...- NIC;WORK TO BE DONE BY LANDLORD'S ARCHITECT;UNDER SEPARATE PERMIT NEW GYP BD PARTITION FROM FLOOR TO 6"ABOVE FIN.CEILING W/ACOUSTIC BATT 18. ELECTRICAL,SWITCH AND OUTLET COVER PLATES,SURFACE HARDWARE, ETC.SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS&CARPET SPECIFIED. OW3A (E)PARTITION OR CONSTRUCTION TO REMAIN 20. ALIGN POWER/DATA DEVICES,AND WALL MOUNTED LIGHT FIXTURES AT THE CENTERLINE OF THE WALL SECTION THEY ARE NEW FULL HEIGHT FRAMED GLAZING PARTITION MOUNTED ON,DON. \\22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT NEW CASEWORK/MILLWORK,COORDINATE WITH POWER&DATA PLAN i :1 Project No: 18.04708.00 FIXTURES TO COORDINATE WITH INTERIOR FINISHES AND CASEWORK. NEW GLAZED OPENING WITH ALUMINUM FRAME AS INDICATED Sheet Title: CONSTRUCTION & ------'\\L CONSTRUCTION PLAN - KEY NOTES NEW DOOR,LETTER INDICATED DOOR NUMBER.REFER TO DOOR POWER DATA PLANS - =�� J SCHEDULE ON SHEET A900. LEVEL 3 4 FIRE RATED WOOD BLOCKING IN WALL FOR 65" MONITOR a_ FIRE RATED WOOD BLOCKING IN WALL FOR 55" MONITOR. FEC� Ln '0 Original is 36 x 24.Do not scale contents of this drawing. o FIRE EXTINGUISHER CABINET-BUILDING STANDARD MINIMUM;UON, (N)STEEL, chi� I SOLID FLUSH PANEL,SEMI RECESSED;REFER TO EQUIPMENT SCHEDULE FOR Sheet Number N © FIRE RATED WOOD BLOCKING FOR EQUIPMENT DETAILS ob A2030 N -____ _ .. _ it• 1 11 11\ IliIt- 0 .. :, .::;,..,. ;„,,,,,,.,,,, - I =m: FARMERS � r 10 _ (R) (R) i _ 3 - i A9411. INSURANCE m SlmSlm r4 ;� Project 11 C7--2,/ 11 I HALLWAY- HALLWAY i A941 4A941F. I (R) 1 321 (R) (R• -321PORTLAND FARMERSP BLO OFFICE / 4 i� 03 1 17.-4"h-7: F to f r _ iv. 8,-3. �, 90 -._ .. 8, — _ : -� COPY RM " 2'4" 94� ORiCA �a� _. ' Prepared for n D� " 2' " (1EP COPY RI R R = �� (( 319 WORK AREA FARMERS INSURANCE ,.� :. 0 0 . CON RM OF ICE _ ( 92Q t ) 4 CONF RM _ M DEPO 320 317 / �, a / E RECEPTION LVT-1�,- — 319 } —1'-2" 315 317 E/% RrFP 'IC11V 4 • f / a / I = ) 01 _ I 301 . 8 " : 3YI I i NO CEILING 1 A . Vi i t U - OFFICE -- y : e ( —._� VCT-1 318 ECS I! Ei , (R) ( 0 _ —: I . Ri 10- f HALLWAY r.2'-5" 3'-4'�� '2 'LA - ' �, w A941 323 323 {. 1+ N �1 Vo "I " l 1 r; = EN I. • =�_._ ..... m — ..... .�. ._ ..... -._....i^ . ■ -r. " r i / HALLWAY c– l • / HA A TEL 1 DATA `�' RJ (R) (R) L 324 - 302- / / 1 OlrlL L._._._ TEL DATA / / / FFIC 01'FIC OFFICE OFFIC q - 1 L� L OPEN OFFICE 1111 302 a� a a a a e0 t7i rata + Kassabaum, inc. = a13 El ;11 U� Ob ata 110 OPEN OFFICE OFFICE OFFI+ E OFFIi E OFF CE OF�FI E • (R) 10 (R)! VCT-1 326 314 �cl �I ®� `ii' ' One Bush Street, Suite 200'' San Francisco, CA 94104 USA A941 = (R) I .i(- \LS,. i t +1 415 243 0555 f +1 415 882 7763 L . • . A. `„ HALLWAY OPEN COLLABORATION l • ..\324 3091I _IL:. .. y I I OFFICE OFFICE OFFICE OFFICE OFFICE All reproduction&intellectual property rights reserved©2018 I� I T 4" I� (R) OPEN COLLABORATION . = :-- —Al IG PANTRY [304 305 306 1 ) 307 308 309 In Association with 7'. (R (R OI'FIC OFFICE OFFIC C % PANTRY OF CE OFF ICE ! 303 . 10 _-- 3s5 Rib ;07 ,1vo i 303 LZ-F a c a SYSKA HENNESSY GROUP — . I' LVT-1 EVAN SWEDO A941 d \ / / / I I - \ / / / / / 401 WEST A STREET, SUITE 1850 I 92101 I ✓ SAN DIEGO, CA / / .l TE ) 04 433 3618 ( )I l fACLWai # ® 1-1 ® / iit H Y t I _ 325 HALLWAY on_ 32 5 l I . 3 _..w. ate .W 1 MIr•::_ Key Plan 4 REFLECTED CEILING PLAN - LEVEL 10 FINISH PLAN - LEVEL 3 118"= 1'-0" 118"= 1'-0" REFLECTED CEILING PLAN LEGEND I t-A.N IA-r 1 4. GENERAL RCP NOTES MATERIALS LIGHT FIXTURES TRUE PLAN 2'x 4'RECESSED SEMI-INDIRECT LED RELOCATED OR 1. ALL STROBES SHALL BE LOCATED @+80"AFF. SEE ENGINEERS DRAWINGS FOR BOOR TH NORTH NEW 2'x 2'GRID AND TILE SYSTEM-SEE I ___I NEW TO MATCH EXISTING LITHONIA 2ALL4 CTRF 30 MVOLT GZi LP835 LOCATIONS AND SPECIFICATIONS. FINISH LEGEND GENERAL NOTES SPECIFICATIONS 2.ALL STROBES TO ALIGN VERTICALLY WITH RECEPTACLE BELOW WHERE OCCURS. Professional Seals EXISTING 2'x 4'RECESSED SEMI-INDIRECT LED TO BE PAINT RESILIENT FLOORING (R) REUSED I RELOCATED 3.ALL UNDER CABINET LIGHTING TO HAVE AN INDEPENDENT SWITCH AT EACH �~�� ll A LOCATION WHERE NOTED. LVT-1 LUXURY RESILIENT FLOORING 1.ALL WALL PAINT TO BE P-I,ALL WALL BASE TO BE B-1, UNO. V - • p RECESSED DOWNLIGHT P_1 GENERAL PAINT COLOR(WHITE) MFR: INTERFACE `4 • •• • EXISTING 2'x 2'GRID AND TILE SYSTEM TO REMAIN LITHONIA LDN6 35 30 L06 AR LD-MVOLT-GZI TRW MFR:SHERWIN WILLIAMS STYLE:A00702 2.ALL GYP CEILING PAINT TO BE P-1, FLAT FINISH, UNO 'ti� NA -- 4.ARCHITECT TO REVIEW ALL LIGHT/CEILING FIXTURE LOCATIONS PRIOR TO FINISH:EGGSHELL FOR WALLS,FLAT FOR (7) T.P II ttl a RECESSED WALL WASH DOWNLIGHT INNSSTTAALLLLATT ION. CEILING COLOR:PEWTER y LITHONIA LDNfi 35-30-LW6 AR-LQ MVOLT G Z I TRW COLOR:PURE WHITE 7005 SIZE:9"X39" 3.ALL FLOOR TO BE CPT 1, UNO. GYPSUM BOARD CEILING AS INDICATED ON PLAN. 5. HE SUSPENDED CEILING GRID TO BE LEVEL WITHIN A TOLERANCE OF 118" INSTALLATION:ASHLAR • San ancisco,CA • -- SEE FINISH PLAN FOR PAINT SPECIFICATIONS IN 12'-0". ANCHOR AS REQUIRED. ACCENT PAINT(LIGHT GREY UNDER CABINET LITHONIA RAZ X 30K 90CRI P-2 GREY) VCT-1 RESILIENT FLOORING ilk Lic.#ARI-4655 k. 6.ARCHITECT TO REVIEW LOCATIONS OF ALL SLOT DIFFUSERS,SPRINKLERS,SMOKE MFR:SHERWIN WILLIAMS MFR: ARMSTRONG /S FINISH:EGGSHELL STYLE:STANDARD EXCELON OF(...1i .. )Z ) ANNOTATIONS LIFE SAFETY DETECTORS, ETC. IN GYP BDCEILINGS. COLOR:ARCO 7065 SERIES: IMPERIAL TEXTURE 7. REFLECTED CEILING PLANS INDICATE: COLOR:SOFT COOL GREY 51860 ACCENT PAINT DARK GREY SIZE: 12"X12" No. Description Date 8'-6" FINISHED CEILING HEIGHT AS INDICATED ON PLAN,UON hf EXIT SIGN,ARROW INDICATES PATH OF TRAVELA.GENERAL TYPE AND SPECIFIC LOCATION OF LIGHT FIXTURES OF SIGNAL& P_3 MFR:SHERWIN WILLIAMS J MILLWORK FINISHES ISSUE FOR PERMIT 11/27/2018 LITHONIA QUANTAM THERMOPLASTIC EXIT LQM-P-W-X-G-X EQUIPMENT DEVICES. FINISH:EGGSHELL 8. ELECTRICAL ENGINEERING DRAWINGS INDICATE: COLOR: MORNING FOG 6255 PL-1 PLAM UPPER CABINETS ISSUE FOR LL REVIEW 11130 2018 MFR: FORMICA p.4 ACCENT PAINT(LIGHT BLUE) COLOR: BRITS WHITE A.CIRCUITING AND WIRING OF LIGHT FIXTURES AND SWITCHES. MFR:SHERWIN WILLIAMS FINISH: GLOSS KEYNOTE B. LIFE SAFETY EQUIPMENT. FINISH:EGGSHELL C.LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. COLOR: RYTHMIC BLUE PL-2 PLAM BASE CABINETS D.LIGHT FIXTURE SPECIFICATIONS. MFR: FORMICA COLOR:MARINE BLUE CENTER LIGHT AT THE DOOR OPENING. 9. MECHANICAL ENGINEERING DRAWINGS INDICATE: p-5 ACCENT PAINT(DARK BLUE) FINISH: MATTE O MFR:SHERWIN WILLIAMS ® CENTER LIGHT AT THE TRANSACTION COUNTER A.DUCTS,AIR MOVEMENT REQUIREMENTS AND SIZES OF GRILLES AND REGISTERS. FINISH:EGGSHELL COLOR:SW6811 HONORALE BLUE SS-1 SOLID SURFACE 10. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: MFR: PENTAL QUARTZ COLOR: FERAL WHITE A.LAYOUT, LOCATION AND SIZE OF SPRINKLER LINES AND HEADS. WALL COVERING DIRECT GLUE FINISH: POLISHED B.PRESSURE REQUIREMENTS. WC-1 DIRECT GLUE WALL COVERING C.SPRINKLER HEAD SPECIFICATIONS. MFR: MDC CT-1 BACKSPLASH GLASS TILE D.LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS. STYLE: MDD 3179/4420 MFR: EMSER COLOR:TRAPEZE LUMINAIRE STYLE: LUCENTE 11. WHERE ACOUSTICAL PANELS ARE REQUIRED TO BE CUT,CUT THE PANELS TO COLOR:AZULS ROYAL MAINTAIN A SHARP AND NEAT EDGE. WALL BASE SIZE:3"X6" B_1 - WALL BASE GROUT: MAPEI-00WHITE 12. INSTALL NEW SPRINKLER HEADS AND LIGHT FIXTURES AT THE CENTER OF THE MFR: JOHNSONITE ACOUSTICAL CEILING PANEL UON. STYLE:STRAIGHT 4" CARPET COLOR:08 ISICLE 13. INSTALL NEW SPRINKLER HEADS AND LIGHT FIXTURES AT THE CENTER OF THE CPT-1 GENERAL CARPET ACOUSTICAL CEILING PANEL UON. FLOOR TRANSITION, REFER MFR: SHAW Project No: 18.04708.00 TO SHEET A9 STYLE: DIFFUSE Sheet Title: COLOR:ROUTES FLOOR FINISH INSTALLATION SIZE:24"X24"INSTALL: ASHLAR FINISH & REFLECTED DIRECTION CEILING PLANS - LEVEL 3 m 3 4 Original is 36 x 24.Do not scale contents of this drawing. 'Fr o Sheet Number ,- N A4 03r ObO N E ,... Q. ,, „, i, _..,... ,_ 5.. © © FARMERS A960 A960 P-1 SOFFIT 5)EQ CABINETS INSURANCE LOCK AT ALL P-1 UPPER CABINETS SOFFIT PL-1 /\ /N /\ PL-1 /\ /N N / _ �^� \. = UNDER CABINET _ _% Project N \ /\ LIGHT UNDER CABINET N I � i I i�I FARMERS PORTLAND e� _�1 \L_ _\ LIGHT / �� _L_ 0 P_, 4 _IP-1 4 a S BLO OFFICE SS-1 COUNTER — SS-1 COUNTER I - � er ADJ SHELF Prepared for PL-1 0 �fi` IN 1i` PL-2 0 --�� -II"- �>` moi` -rT` FARMERS INSURANCE N N n n 7 N ----7----<---- >---i- --=--= / ADJ. � • . . SHELF -c- d, 3 6)EQ CABINETS L �, (10)EQ CABINETS drI A960 3 A960 ": 1,- 24, •. ' *:a 0 f.:+: dik t 0COPY RM MILLWORK ELEV HALLWAY 321 MILLWORK ELEV "_ " 6 "_ " �\ V\ 1/4 1-0 1/4 1-0 �w: Hellmuth, Obata + Kassabaum, Inc. FLOOR LADDER PULL W/KEY LOCK One Bush Street, Suite 200 San Francisco, CA 94104 USA A, EQ ii, EQ A, EQ EQ A, EQdt, EQ i( EQ EQ k ,, EQ EQ t +1 415 243 0555 f +1 415 882 7763 / All reproduction&intellectual property rights reserved m 2018 In Association with I / / SYSKA HENNESSY GROUP / / / / / / / / / / / / S EVAN SWEDO \ =/ - 401 WEST A STREET, SUITE 1850 I / I SAN DIEGO, CA 92101 TEL)804-433-3618 \_. ALUM MULLION(TYP) OFFICE FRONT ELEVATION GLAZING FILM Key Plan 1/4"= 1'-0" 5 Professional Seals (2)ADJ.SHELVES - A960 /— P-1 d,EQ/EQ/ �, - (8)EQ CABINETS EQ �, EQ � v ASC f 1 P-1 SOFFIT X40 IA 13-1 I / START FULL TILE CENTER OF WALL (,,, drg tier III- /N /-\ /\ // PL-1 / �l — X �/ — NP-2 / • San F.iancisco,CA • a Cr---X- / \ MONITOR - —� Uc.#ARI 4655 a 1 ,l MW I REF i,V r_\I l/ — v \ ♦♦ UNDER CABINET LIGHT ` / I h - 4 CT-1 I 'OF Ogg w w �MWi� I 1±11 �� SS-I COUNTER PL-2 ED No. Description Date O \ —1 \ /� RASH\\EC // 7 = o p . N \ I \ /\ � \ /- N ___BACKGROUNDS _ 10/10/2018 ♦ \ U 1/2" \ \ V \/ �/ ♦ BACKGROUNDS 11/02/2018 I / ISSUE FOR PERMIT 11/27/2018 I,VER W/ J, VER.W/ , EQ I, EQ ) EQ ), EQ J, EQ 4, 3'-0" 7-0" I, —/ ' ISSUE FOR LL REVIEW 11/30/2018 II EQUIP �I EQUIP �I �( �I 'I BASE 7� 63 4 2 1 A960 A960 A960 A960 A960 �A960 PANTRY MILLWORK ELEV PANTRY MONITOR WALL ELEV 4 1/4"= 1'-0" 1/4"=1'-0" 8 A931 3'-5" GLAZING MULLION EQ EQ I. TO MATCH DOOR / 1, r LINE UP W/CENTER OF TABLE FRAME HEIGHT .- — — I P-3 --., THROUGHOUT GLASS KEYED LOCK @ - RECEPTION DESK ____‘...„II — - — MONITOR- —� SIDE - I,< Project No: 18.04708.00 SLIDING GLASS j I / Sheet Title: "' 2"THICK SS-1 ------6ELEVATIONS - LEVEL fV a BASE T / BASE , N O 9. Original is 36 x 24.Do not scale contents of this drawing. L7). L CONF RM MONITOR WALL ELEV RECEPTION WEST ELEV Sheet Number N 1/4"= 1.-0" 1/4"= 1'-0" 00 - A503 O N DOOR TYPE DIAGRAMS GENERAL NOTES � oN'I� 1. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL SCHEDULED u REQUIREMENTS, GENERAL NOTES & LEGENDS, DOOR AND FRAME DETAILS, AND PROJECT ALIGN DEVICES VERTICALLY / GLASS FILM(3M SPECIFICATIONS. i" " WHERE SHOWN STACKED IN / STYLE:ABPA COLOR: 0 PLAN VIEW / WHITE)PATTERN TO RUN HORIZONTALLY 2. "OPENING IDENTIFIERS" INDICATED ON THE SCHEDULE IDENTIFY DOOR-FRAME FARMERS / ,x ASSEMBLY TYPES, WHICH ARE SHOWN THE DOOR TAG FOR EACH DOOR OPENING ON © LIFE SAFETY DEVICES-CENTER / N THE FLOOR PLANS. INSURANCE ABOVE ELEC DEVICES,SIGNS, \ 'v O OR FEC BELOW \ 17— TEMPERED 3. "DOOR PANEL TYPES" AND "FRAME TYPES' INDICATED ON THE SCHEDULE REFER © WALL10 SCHED�SIGNAGE,WHERE \ N TYPES", "FINISH TYPES", "GLASS TYPES" REFER TO CORRESPONDING LEGENDS SHOWN FARMERS PORTLAND 41) N ON THE DOOR SCHEDULE SHEET. BLO OFFICE PLAN VIEW DOOR LATCH,PANIC FS F DEVICE 4. DOOR WIDTH AND DOOR HEIGHT INDICATE THE NOMINAL DIMENSIONS OF EACH LIGHT SWITCHES, SOLID WD DOOR W/SIDE LIGHT SOLID WD DOOR,W/ALUM FRAME DOOR LEAF (SHOWN IN INCHES). DOOR WIDTH FOR ASSEMBLIES WITH A SINGLE DOOR Prepared for \ / THERMOSTAT LEAF IS INDICATED BY "DOOR WIDTH 1" ("DOOR WIDTH 2" IS BLANK). DOOR WIDTHS FARMERS INSURANCE VARY MATCH EXISTING FOR ASSEMBLIES WITH PAIRS OF DOOR LEAVES ARE INDICATED BY "DOOR WIDTH 1" AND TELECOM,OCCUPANCY SENSOR, �" �" "DOOR WIDTH 2". ACTUAL DOOR DIMENSIONS SHALL COMPLY WITH HEAD - JAMB - FIRE ALARM '�'j r ' 7"UON TUOi 1MULLION - SILL DETAILS AND DOOR SPACING AND CLEARANCES AS SPECIFIED. NOTE GLASS FILM 3M n �/ THAT ALL DOOR THICKNESSES ARE 1-3/4", UON. $ # n , . DEVICES READER,CARD DOOR CONTROL I I I / WHITE) ATTERN TO / \ o 5. FRAME ASSEMBLIES SHALL COMPLY WITH E:ARPA COLOR: "HEAD - JAMB - MULLION - SILL" DETAILS �`� RUN HORIZONTALLY / \ it- / 1 AS SCHEDULED. DETAIL NUMBERS REFERENCE SHEET A931, UON. IIDOOR FRAMENVALL OPNG WHERE I // " / \ // TEMPERED GLASS OCCURS — . TEMPERED GLASS / \ / / 6. "FIRE RATING" SYMBOL INDICATES THE FIRE RATING MINUTES FOR EACH z 3'-4". \ / \ w , ' ASSEMBLY, AS INDICATED BY THE "FIRE RATING LEGEND" ON THE DOOR SCHEDULE o �_ VOICE/DATA/POWERDEVICES, � �� '�� \ \ // @ \\ SHEET. cn \. U 0I UON I_ — ' // /` 4 \ / ..t_ o \ / 7. "HARDWARE GROUP" NUMBER REFERS TO GROUPS SHOWN ON THE DOOR Helmuth, Obata + Kassabaum, Inc. I_ \/ N SCHEDULE SHEET, AND REQUIREMENTS INDICATED BY THE "INTERIOR HARDWARE TYPE" 2 . FIN FLRAS SCHED I bl: = - N� 1- �� LIST, "HARDWARE TYPE NOTES", AND PROJECT SPECIFICATIONS. One Bush Street, Suite 200 °° S F-PAIR FG San Francisco, CA 94104 USA o "' LOCATE DEVICES 6"FROM 4 " Z z DOORNVALL OPNG,oR As t +1 415 243 0555 f +1 415 882 7763 z o DOUBLE SOLID WD DOOR GLASS INSERT DOOR W/SIDE LIGHT 8• "TYPE REMARKS" REFER TO REQUIREMENTS INDICATED BY THE "TYPE REMARK M = DIMENSIONED,WHERE NOT SLIDING DOOR W/GLASS LEGEND ON THE DOOR SCHEDULE SHEET `' 4 z,--61:1DIMENSIONED,LOCATE @ INSERT,GLASS SIDELIGHT M M 0 NEAREST MET STUD FROM All reproduction&intellectual property rights reserved®2018 LOCATION SHOWN ON FLOOR In Association with PLAN NOTE: INTERIOR HARDWARE TYPES ELEV VIEW V -GLASS LIGHT DIMENSIONS ARE TO EDGE OF EXPOSED GLASS —•i• •• •• • •• • SYSKA HENNESSY GROUP HARDWARE TYPE MANUFACTURER PRODUCT NUMBER/REMARKS EVAN SWEDO • 401 WEST A STREET, SUITE 1850 6",UON- ASTRAGAL PEMKO,OR EQ 355_S SAN DIEGO, CA 92101 GENERAL D EV I C E AL I G N M E NT DIAGRAM BUTT HINGES HAGER,OR EQ BB1279,4-1/2 X 4-112,UON FINISH 626 TEL)804-433-3618 2 O 11/2"= 1'-0" A900-3020A CARD READER COORDINATE HARDWARE WITH OWNER&PROJECT SECURITY CONSULTANT CLOSER LCN,OR EQ 4030,FINISH 626 DOOR SCHEDULE ACOUSTIC CORNER PEMKO OR EQ BLKACP112 DOOR PULL CLR LLPA48BS-NO KEY x- N W 2 H II- I DOOR PULL-W/LOCK CLR LLPA48BS-FLOOR KEY LADDER PULL-FOR OFFICE 314 ONLY CC a Z 0 0 - DOOR STOP IVES,OR EQ DOME STYLE:IVES FS436/438(wl 435A RISER AS REQ'D);or HAGER 242F Key Plan m LL"" § I DUST PROOF STRIKE IVES,OR EQ DP2 W W W W W W a CO W GASKETS PEMKO,OR EQ S88_W(HM FRAME) Z 2 Z Z Z Z Z Z CC � PASSAGE LEVER SET SCHLAGE L9010,LEVER TYPE TO MATCH BLDG STD FINISH 626 Z Z a a 0- � Q LOCKSET SCHLAGE L9080,LEVER TYPE TO MATCH BLDG STD,FINISH 626 W W W O O O O O O O 2 2 Ci < LOCKSET-ELECTRIFIED SCHLAGE L9080EU BB1279ETW HINGES,LEVER TYPE TO MATCH BUILDING STNARDARD,FINISH 626 OR EQ 2061 SERIES CONCEALED SHEAR LOCK(FAIL SAFE,UON) 0. 0 0 OD QO OG 0Q OG � � _ � MAGNETIC LOCK DORMA, - MANUAL FLUSH BOLTS IVES,OR EQ FB358xDP2,FINISH 626 LEVEL 1 PANIC EXIT DEVICE VON DUPRIN SERIES 98/99 301 FG VENEER 3'-0" 8'-1" 2"HM PG 02 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER Professional Seals SLIDING DOOR TRACK HAFELE HAFELE HAWA JUNIOR 402 ASSEMBLY,SIZED FOR DOOR OPENING 301A 301 RECEPTION F VENEER Z-0" Z-0" 8'-1" AL PG 04 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 301 B 301 RECEPTION F VENEER 3'-0" 8'-1" AL PG 02 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER THRESHOLD PEMKO,OR EQ 236A :a3,L)A 302 302 TEL/DATA F VENEER 3'-0" 8'-1" AL PG 03 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER e 304 325 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER INTERIOR HARDWARE TYPE NOTES: Ac.7 nd II-- 305 325 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER ; 306 325 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 1. ALL RATED DOOR & FRAME ASSEMBLIES SHALL INCLUDE ALL HARDWARE REQUIRED rI' �-- .� 307 325 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER FOR RATING, WHICH SHALL BE UL APPROVED AND LABELED • San irancisco,CA • 308 325 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER Lic.#ARI-4655 , ► 310 323 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 2. CONTRACTOR TO COORDINATE DOOR HARDWARE HANDING & SIZING, AND 114, 311 323 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER INTEROPERABILITY OF COMPONENTS BASED ON SCHEDULED HARDWARE O.FOo 312 323 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER MANUFACTURERS AND REMARKS AND DOOR SCHEDULE DATA AND CORRESPONDING 313 323 HALLWAY S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER DETAILS No. Description Date 314 314 OFFICE S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER BACKGROUNDS 10/10/2018 315A 301 RECEPTION FS VENEER 3'-0" 8'-1" AL PG 01 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 3. ALL HARDWARE FINISH SHALL BE US626 SATIN CHROME PLATE _____ ISSUE FOR PERnniT 11/27/2018 __ 315B 315 CONF RM FS VENEER 3'-0" 8'-1" AL PG 02 MATCH EX DOOR FRAME PAINT,SEMI GLOSS,NO REQUEST FOR EXIT — ISSUE FOR LL REVIEW 11/30/2018 DEVICE.MATCH EX DOOR VENEER 317 317 DEPO FS VENEER 3'-0" 8'-1" AL PG 01 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 4. ALL WOOD DOOR VENEER SHALL BE MATCHING EXISTING; AA GRADE VENEER TO 318 318 OFFICE S VENEER 3'-6" 8'-6" AL PG 05 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER MATCH EXISTING VENEER DOOR. 321 F VENEER 3'-0" 8'-1" 2"HM PG 02 MATCH EX DOOR FRAME PAINT,SEMI GLOSS.MATCH EX DOOR VENEER 323A 323 HALLWAY F PG 2'-0" 2'-0" 8'-1" AL PG 06 DOOR&FRAME PAINT TO MATCH ADJ WALL PAINT,SEMI GLOSS FINISH 5. COORDINATE ELECTRONIC ACCESS CONTROL AND OCCUPANT KEYWAYS WITH 323B 323 HALLWAY F PG 2'-0" 2'-0" 8'-1" AL PG 06 DOOR&FRAME PAINT TO MATCH ADJ WALL PAINT,SEMI GLOSS FINISH BUILDING STANDARDS AND OWNER'S REQUIREMENTS HARDWARE GROUPS --- 01 PASSAGE LEVERSET 04 DOUBLE DOOR PASSAGE LEVER SET — 4 BUTT HINGES 4 PAIR BUTT HINGES 1 LEVER SET 1 PAIR ACOUSITC CORNER 1 ACOUSITC CORNER 1 PASSAGE LEVER ON ACTIVE LEAF 1 DOOR STOP 1 DUMMY SET FOR INACTIVE LEAF - 1 PAIR GASKETING 02 SUITE ENTY SINGLE DOOR W/CARD READER: 1 PAIR ASTRAGAL 4 ELECTRIFIED HINGES 1 PAIR MANUAL FLUSH BOLTS — 1 ELECTRIFIED LEVER SET - _.__......_._.._...._._..__.______.._.__._....._._____ 1 ACOUSITC CORNER 05 SLIDING DOOR 1 CARD READER 1 SLIDING DOOR TRACK ASSEMBLY 1 CLOSER 1 PAIR DOOR PULLS 1 DOOR STOP 1 CARD READER(BY FARMERS'SECURITY TEAM) 06 DOUBLE DOOR LOCKSET: 1 REQUEST TO EXIT DEVICE 4 PAIR BUTT HINGES Project No: 18.04708.00 NOTE HARDWARE TO BE FAIL SAFE 1 LOCKSET FOR ACTIVE LEAF Sheet Title: 1 DUMMY SET FOR INACTIVE LEAF 03 4 ELLECTRIFFIIEDGE HINGEW/ SRD READER 1 PAIR GASKETING 1 PAIR ASTRAGAL DOOR TYPES & 1 ELECTRIFIED LEVER SET 1 PAIR MANUAL FLUSH BOLTS SCHEDULES 1 ACOUSITC CORNER 1 CARD 1 CLOS READER FINISH LEGEND Q 1 DUST PROOF STRIKE cn 1 DOOR STOP AL ALUMINUM AS SCHEDULED `"• 1 CARD READERBY FARMERS'SECURITY TEAM)CORR TO TI NA NOT APPLICABLE ( Original is 36 x 24.Do not scale contents of this drawing. v PL PLASTIC LAMINATE o NOTE HARDWARE TO FAIL SECURE Sheet Number PG PAINTED FINISH AS SCHEDULED co SS4 STAINLESS STEEL,BRUSHED SS7 STAINLESS STEEL, A900 POLISHED ao - VENEER WOOD VENEER NJ GENERAL NOTES 1. REFER TO INDICATED DRAWINGS FOR HEAD DETAILS;HEAD CONDITION AS APPLICABLE TO SUPPORT CONDITION. trf**A4 2. PROVIDE TYPE'X'GWB AT ALL SMOKE PARTITIONS. FIRE RATING LEGEND /F 3. SMOKE BARRIERS SHALL RESIST THE PASSAGE OF AIR AT THE RATE OF NOT MORE THAN 5.0 CFM/SF AT BOTH AMBIENT TEMPERATURES&400 DEG F AT A PRESSURE DIFFERENTIAL OF 0.30"WATER COLUMN. THE COMPLETE ASSEMBLY OF EACH PARTITION WITH A FIRE/SMOKE RATING TAG SHALL COMPLY WITH ALL 'U 4. MOISTURE RESISTANT, PAPERLESS, COATED FIBERGLASS MAT WATER RESISTANT GYPSUM WALL BOARD TO BE REQUIREMENTS OF THE FIRE-RESISTANCE/SMOKE BARRIER RATING CLASSIFICATION: FARMERS UTILIZED ON THE OUTER LAYER OF ALL PARTITIONS THAT ARE SCHEDULED TO RECEIVE CERAMIC TILE, PORCELAIN TILE,STONE TILE OR ANY MATERIAL THAT IS SECURE WITH ADHESIVES OR THIN-SET MORTARS. TAG RATING CLASSIFICATION 5. PROVIDE 1/2"CEMENT BOARD AT ALL SHOWER AND TUB LOCATIONS. EXTEND A MINIMUM OF 12 INCHES BEYOND INSURANCE WET AREA AS DEFINED BY SHOWER GLASS,CURTAIN,OR TUB EDGE. 0 NON-RATED PARTITION 6. MOISTURE RESISTANT GWB TO BE USED AT ALL STAIR SHAFTS, ELEVATOR SHAFTS,HVAC SHAFTS, PLUMBING 1 60 MIN FIRE-RESISTANCE RATED PARTITION CHASE,EXTERIOR WALLS,JANITOR CLOSETS, MECHANICAL ROOM INCLUDING BULKHEADS,AND OTHER AREAS 2 120 MIN FIRE-RESISTANCE RATED PARTITION WERE MOISTURE COULD OCCUR AND AS SPECIFICALLY SCHEDULED AND/OR NOTED. 3 180 MIN FIRE-RESISTANCE RATED PARTITION Project 7. PROVIDE UL COMPLIANT FIRE AND PENETRATIONS AND AS SPECIFICALLY HOWN OR SCHEDULED.ALL HEAD OF WALL,BOTTOM OF WALL AND FOR ALL 4 240 MIN FIRE-RESISTANCE RATED PARTITION FARMERS PORTLAND 8.ALL BRACING ND UNBRACED LENGTHS TO BE DESIGNED AND BASED ON SSMA(STEEL STUD MANUFACTURERS MTL STUD WIDTH LEGEND BLO OFFICE ASSOCIATION)PRODUCT TECHNICAL GUIDE www.ssma.com. 9. PROVIDE THE APPROPRIATE HEAD CONNECTION DETAIL BASED ON FIRE RATING AND ON CONNECTION CONDITION TAG STUD WIDTH TAG STUD WIDTH AT DECK OR BEAM. PARTITION(AS INDICATED ON FLOOR PLANS) 0 7/8"FURRING CHANNEL 4 4" Prepared for 1 1-5/8" 5 5" FARMERS INSURANCE FIRE RATING TAG 2 2-1/2" 6 6" 3 3-518" REFER TO THE"FIRE RATING LEGEND"BELOW FOR THE FIRE-RESISTANCE CLASSIFICATION. PARTITION MODIFIER LEGEND PARTITION TYPE TAG REFER TO PARTITION TYPE DETAIL INDICATED BY THE FOLLOWING NOTES APPLY TO THE FULL EXTENT OF EACH PTN,WHERE"PARTITION MODIFIER"CHARACTER(S) TAG. ARE SHOWN ON THE TAG: 0 FOR EXAMPLE: TAG"A"=REFERENCE TO PARTITION"TYPE A"DETAIL. TAG DESCRIPTION L 111 1+ MTL STUD WIDTH TAG A PROVIDE SAFB: 2"THK AT 2-1/2"STUD;3"THK AT 3-5/8",4",5"AND 6"STUDS,UON. INDICATES THE MTL STUD NOM WIDTH,REFER B PROVIDE IMPACT/ABUSE RESISTANT GWB COMPLYING WITH HARD BODY IMPACT CLASSIFICATION TO"MTL STUD WIDTH LEGEND"BELOW,UON ON LEVEL 3 IN LIEU OF INNER LAYER OF GWB ON OUTER SIDE OF STAIR OR ELEVATOR ENCLOSURE PARTITION TYPE DETAIL. OR 2 LAYERS OF IMPACT RESISTANT BOARD, EACH OF WHICH COMPLIES WITH HARD BODY IMPACT CLASSIFICATION LEVEL 2. PARTITION MODIFIER TAG S PARTITION IS TO BE TREATED AS A SMOKE BARRIER FOR RATED PARTITION TYPES OR SMOKE PARTITION Hellrnuth, Obata + Kassa aum {nc, FOR NON-RATED TYPES. REFER TO THE"PARTITION MODIFIER LEGEND" One Bush Street, Suite 200 BELOW;NOTES APPLY TO THE FULL EXTENT OF San Francisco, CA 94104 USA EACH PARTITION WHERE SO TAGGED. t +1 415 243 0555 f +1 415 882 7763 ADDITIONAL PARTITION MODIFIER TAGS AS REQUIRED Y Y 'I 'I 771 2 B 3 ABC All reproduction&intellectual property rights reserved®2018 In Association with BASE CONDITION FOR SEISMIC SYSKA HENNESSY GROUP CATEGORY A-C *PROVIDE MIL THICKNESS AS REQUIRED TO MEET 77....._ SEE HEAD DETAILS ON SHEET A903 SEE7HEAD DETAILS ON SHEET A903 EVAN SWEDO LIMITING HEIGHT CRITERIA AS"COMPOSITE ASSEMBLY' //r / j )(f,/,,/ :(2/Lr:.. 401 WEST A STREET, SUITE 1850 SAN j BOTTOM OF STRUCTURE i BOTTOM OF STRUCTURE TEI_}014-4303-361, CA 8101 + BOTTOM OF STRUCTURE 1 \ + J = { ► Acs° BOTTOM OF STRUCTURE I I: I IP DIAGONAL AND VERTICAL BRACE AT 48"OC.SIZE AND + + , + + GAUGE AS REQUIRED TO MEET LIMITING UNBRACED I I -„'1 I ✓ MIN 2-1/2”X 20GA @ 48"OC MET I .:.-1 1 I LENGTH AT 5 PSF APPLIED AT HEAD OF WALL _ STUD LATERAL BRACING, I 1:: I . , ATTACH W/MIN(2)#8 STS, ILI--+--_,,--fili,+'1; =Ju � I ` I + -#`J ` CONT UP TO STRUC .._ CEILING PANEL L ___ X Key Plan ANGER WIRE AT 4"OC MAX HOLD-DOWN CLIP { 5-`ICONT ACOUSTICAL SEALANT, BOTH SIDES OF ' 'L - I1 PTN AT RATED PARTITIONS AND AT NON-RATED PTN ATTACHMENT �l ;f TAG STUD WIDTH OVERALL WIDTH *le PARTITIONS.RATED ASSEMBLY TO BE BASED '{ ='�'{ CLIP 2._-'' 2112" 3 314" I i'. CEILINGJOr , 3 518"� 4 7B" ON UL BW-S-0013-JOINT SYSTEMS , TEE 4 4" 5114" OVERALL WIDTH , /� . j 6 6" 7114" ` HEAD "I I' TAG STUD WIDTH OVERALL WIDTH TAG STUD WIDTH OVERALL WIDTH ,-----•,,--- ---_ --_ - —•„---„----/:„ �� l �. —;l 2 2112" 3 3/4" 2 2112" 3 3/4" 411"' �l',—":--- I' !—' 3 3 5/8" 4 7/8" 3 3 518" 4 7/8" n 1 ",l\ _, , IN ', 4 4" 51/4" 4 4" 51/4" ' ' I ',I - '{ 6 6" 7114" 'I �'�-�`( 6 6" 7 1/4" , % Ej r' {' J; "PROVIDE MIL THICKNESS AS REQUIRED TO MEET J' I,' 'PROVIDE MIL THICKNESS AS REQUIRED TO MEET " Professional Seals - --' I \_-- __ - AT SEISMIC CATEGORY D-F ADD ADDITIONAL5LIMITING HEIGHT CRITERIA AS"COMPOSITE ASSEMBLY" ;Lj ;� - :{ LIMITING HEIGHT CRITERIA AS"COMPOSITE ASSEMBLY I I I I I A I iiiiiil 1� I I 1 I I I I DIAGONAL BRACE AT 48"OC SIZED TO MEET J {' 1 ' _ - v LIMITING UNBRACED LENGTH AT 5 PSF {'�4 I/ DEFLECTION TO BE BASED ON L1240 `I` J% ODEFLECTION TO BE BASED ON U240 � c APPLIED AT HEAD OF WALL PLUS SEISMIC UON + --+''� FACTORS AS REQUIRED 'I._t_--- "- I', FOR TILE,STONE,ELEVATOR WALL, 'I,_ -- ,_ I', FOR TILE,STONE,ELEVATOR WALL, ''- ' ir 4"MINIMUM SAFB,MINIMUM OF 24" ;i ,_ I' —ETC.. — — — CONT 3/16"X 1-1/4"X 1-112" — -- — — !� s ,{' — —ETC._ — — — ndr P r `fir:/ ON EACH SIDE OF PARTITION UON ALUM GLAZING CHANNEL, [��i , � 1 1�V ! '—'3 + SUSPENDED CEILING SYSTEM !'�`' {'' ATTACH WI#8 STS @ 12"OC CEILING 1 I SUSPENDED CEILING WHERE OCCURS 0an Francisco, A • SUSPENDED CEILING WHERE OCCURS C .1 I Lir, #ARI 4655 HEAD _ CONT NEOPRENE CLOSURE STRIP ^ • ANCHOR TOP TRACK TO PTN ATTACHMENT CLIP W!2#8 \ OF O. d) MIN SCREWS PER CLIPI TEMP GLASS AS SCHED Ott__ (I - -; - SAFB PER MODIFIER"A" (I _ . ;( SAFB PER MODIFIER"A" No. Description Date 7BACKGROUNDS 10/10/2018 OVERALL WIDTH ., {,, ��"=-. : _ MIN 1/8"PAF, 1-1/4"MIN EMBEDMENT,TYP, MIN 1/8"PAF, 1-1/4"MIN EMBEDMENT,TYP, ISSUE FOR PERMIT 11/27/2018 I T 16 OR 24 OC MAX WITHIN 1-0"OF ENDS ANDAT 16"OR 24"OC MAX ISSUE FOR IL REVIEW 11/30/2018 - WITHIN 1'-0"OF ENDS ANDA _ `,- --:- SAFB PER MODIFIER"A" ' TO MATCH STUD SPACING {' '�_, �, � TO MATCH STUD SPACING ,--'-;{ MTL BOTTOM RUNNER TRACK I -''-;I - MTL BOTTOM RUNNER TRACK MIN 11$°PAF, 1-114"MIN EMBEDMENT, --'` '-`= TYP,WITHIN 1'0"OF ENDS AND AT 16" CONT ACOUSTICAL SEALANT,BOTH SIDES OF CONT 311fi"X 1 114"X 1 112" c CONT ACOUSTICAL SEALANT,BOTH SIDES OF � -_ I / PTN AT RATED PARTITIONS AND AT NON-RATED _ PTN AT RATED PARTITIONS AND AT NON-RATED i -c, MTL BOTTOM RUNNER TRACKJD 5-` PARTITIONS. RATED ASSEMBLY TO BE BASED ALUM GLAZING CHANNEL, - _ ,/ PARTITIONS.RATED ASSEMBLY TO BE BASED ` SPACING I;-<,, I'' ATTACH WI#8 STS @ 12 OC I;-c ON UL BW-S-0013 JOINT SYSTEMS = ON UL BW-S-0093-JOINT SYSTEMS 5, CONT ACOUSTICAL SEALANT (I _,I _ , 41 I ,_ _,I CONCRETE FLOOR SLAB, UON z CONCRETE FLOOR SLAB,UON `11 -- ,� w,'` / CONCRETE FLOOR SLAB,UON }L SILL SILL . 1 /` / j /,z/ r 7 Ir/ A TYPE OA: 5/8"GWB,(1)LAYER EACH SIDE TYPE OA: 5/8"GWB,(1)LAYER EACH SIDE TYPE IA: 5/8"TYPE'X'GWB,(1)LAYER EACH SIDE 77 TYPE IA:5/8"TYPE'X'GWB,(1) LAYER EACH SIDE 518"GYPSUM BOARD _---� , rr l ^ " n 11 ' 1 1/l- 1! // , 1 I„' ,/ i =) MTL STUDS SPACED @ 16"OC,UON i i 1 x MTL STUDS SPACED @16"0C,UON \ MTL STUDS SPACED FIRE RATING: FIRE RATING: Project No: 18.04708.00 ” TYPE OA NON RATED TYPE OA NON RATED Sheet Title: @ 16OC, UON TYPE IA 1 HRUL U419,U465 TYPE IA 1 HRUL U419,U465 PLAN FIRE RATING: STC RANGE: PLAN STC RANGE: INTERIOR GWB TYPE OV NON RATED 36-40 WITHOUT SAFB 36-40 WITHOUT SAFB PARTITION TYPES STC-35.NIC-30 41-45 W/SAFB PER MODIFIER"A" 41-45 W/SAFB PER MODIFIER"A" W13"MINERAL WOOL BATT&ACOUSTIC SEALANT TYPE V: CEILING HEIGHT: NON RATED \ TYPE E: 6" ABOVE NON RATED GLAZING WALL PARTITION TYPE Q TYPE A: FULL HEIGHT: 0- & 1 -HR RATED oN 3" = 1'-0" PTN-GWB-TYPE-V ` 3"= 1'-0" PTN-GWB-TYPE-E 3"= 1'-0" ` ' 3"= 1'-0" PTN-GWB-TYPE-A Original is 36 x 24.Do not scale contents of this drawing. ,- �' Sheet Number co N A9O2 .6 O N LINE OF STRUCT I I� u ACOUSTIC SEALANT @PTN TYPE WI ACOUSTIC INSUL 04� - - PARTITION AS SCHEDULED I I -�� CONT GWB OFF R S ' RATED PTN @ X u u \� INTERSECTION-RATE -� -��, ACOUSTICAL INSULATION INSURANCE 1-1. WI NON-RATED iPTN ' ` _O lI h, A , wii•••• T INTERSECTION @ PTN - �� -WI EQUAL FIRE RATING = � 1 ►-•�=•-�. COVER PLATE 'I„� / METAL STUDSProject FILL ALL STRUCT CAVITIES FARMERS PORTLAND W/ACOUSTIC INSUL,WHEREZ FLEX CABLE BETWEEN B LO OFFICE • INDICATED BY PTN TYPEN ZMI / OCCURSS,WHERE -- OUTLET BOX PAD / 11� � `" AROUND"J"BOXES Prepared for CONTGWB@FIRE / FARMERS INSURANCE RATED OR PTN W/ HIGHER STC RATING = "'""wI�l -.• OUTLET ACOUS ' THAN INTERSECTING - SEALANT AROUND"J" i PTN 1 U \ 0 BOXES 0 p 'LTYP MET"J"BOX MOUNT ADJOINING"J" BOXES IN SEPARATE J STUD CAVITIES 4::F77 I AD u - -1- ":172,':,-) -14 X INTERSECTION OFn n Heiimuth, Obata + KassabaUm, Inc. EQUAL RATED PTN TYP J BOX @ GYP BD PARTN W/ ACOUS One Bush Street, Suite 200 $ TYPICAL PARTN INTERSECTIONS DET INSUL A915-4012A San Francisco, CA 94104 USA 3"= 1'-0" A910-3313A3"= 1'-0" t +1 415 243 0555 f +1 415 882 7763 All reproduction&intellectual property rights reserved©2018 In Association with 6"MAX BEYOND LAST ANCHOR BRACKET SYSKA HENNESSY GROUP ATTACHMENT POINT EVAN SWEDO �- — — — MIN 3-5/8"X 20 GA MTL STUDS @ 401 WEST A STREET, SUITE 1850 ( .I `� ) NOTE:ALIGN FO GWB CONT COMPRESSIBLE HANDRAIUGRAB BAR ANCHOR SAN DIEGO, CA 92101 -1\--- FURRING W/:MIING COL FOAM GASKET BRACKETS,MIN 20 GA MTL STUDS @ TEL)804-433-3618 // II` BOTTOM OF STRUC ON THIS GRIE,UON TAPEABLE MTL RUNNER CASEWORK/EQUIP ANCHOR // I z I BRACKETS,&DBL STUDS @ANCHOR TRACK,MTD AT END OF PTN, BRACKETS @ END OF PTN fgf-)2 co "NON-RATED PARTITION TOCPMIN 1 518"20 TL STUDS @ ATTACH W/MIN#8 SELF-TAP "' \ STRUC"DETAILS INDICATE 16"OC,ATTACORNER @ t STUDS TOGETHER WI#8 SELF- SM SCREW 16"OC,FINISH ATTACHMENT TO STRUC TAP SM SCREWS @ 12"OC FLUSH WI FO PTN x ATTACH ANCHOR BRACKET x TO EA MTL STUD W/MIN(3)#8 5/8"GWB @ END OF PIN SELF-TAP SM SCREWS /N / ,�F _� CONT CORNER BEAD '- = MTL ANCHOR BRACKET: 6"x16 V I ALL EXPOSED CORNERS -r1 GA UNPUNCHED MTL STUD Key Plan MTLAL CORNER BEAD @ALL WITH FLANGES COPED AT EA - ri 11 i ' _ EXPOSED OUTSIDE CORNERS NC/� MET TOP RUNNER TRACK, _ r �� MTL TOP/BOTTOM VERTICAL MTL STUD,SPAN(2) C; ��//��/�j/, . • — RUNNER TRACKS,AT STUDS MIN,&CONT FULL AS INDICATED ON 5/8"GWB EA SIDE OF PTN, REFERENCED DETAIL f FLOOR&4"ABOVE FINISH NOTCH GWB MTLAL WDW SILL, j'' LENGTH OF EA ATTACHMENT • CEILING C)— STRUC STEEL COL W/ CONT SEALANT JT WHERE GWB _ — — — '1,:�� — — _ — _ SPRAY-ON FPG _ MEETS SILL-DO NOT CUT x 74:,..c. MTLAL SILL <' .# ' " NOTESATTACH MTL TOP RUNNER = PTN TYPE AS SCHEN 1. PTN MTD HANDRAILS/GRAB BARSTO EA ANCHOR BRACKET WIPROVIDE MTL ANCHOR BRACKET @ EA jj //J�f j ////`,; (2)#8 SELF-TAP SM SCREWS =tom ATTACHMENT POINT,SPAN(2)STUDS vf MIN — — � - - - - - 5/8"GWB TO 4"MIN V 0 2. PTN MOUNTED CASEWORK/EQUIP:PROVIDE MTL Professional Seals ABOVE FINISH CEILING ANCHOR BRACKET @ CL OF EA ATTACH POINT, 111 " " J CONT FULL LENGTH OF EA ASSEMBLY,SPAN(3) D A CEILING AS SCHED 2 x2 x16 GA MTL ANGLE / STUDS MIN,COORD LOCATION W/ ` ANCHOR BRACKET BOTH SIDESCASEWORK/EQUIP SCHED&MFR MOUNTING C, e. OF COL @ 4"ABOVE FIN CLG, 1 INSTRUCTIONS d � 10. tei ATTACH TO STL COL W/MIN(2) \ f �11' 1/8"PDF,1/2"EMBEDMENT • _ • San /rancisco,CA • MTLAL SILL EXTENSION A910-3212A Lia#ARI-4655 ACOUSTIC INSULATION BATT WHERE MTLAL WINDOW SYSTEM 43 �OFO� SCHEDULED 6 TYP GYP BD FURRING @ STL COL0 PARTN TERMIN OFFSET @ WDW MULLION 4 TYP MET STUD ANCHOR BRACKET /� / J 1 1/2"= 1'-0" 3"= 1'-0" A910-3312B 1 1/2"= 1'-0" No. Description Date V / A910-3611A BACKGROUNDS 10/10/2018 SEISMIC CAT D-F: - _ ISSUE FOR PERMIT 11/27/2018 3-5/8"x20 GA MIN MTL STUD ISSUE FOR LL REVIEW 11/30/2018 LATERAL BRACING 45 DEG TYP MTL TOP RUNNER TYP HEADER @ OPNG:MTL PTN MTD HANDRAILS/GRAB BARS:TYP 24"Lx16GA MTL TOP RUNNER TRACK Wl _...............-------.......--__-...__--____._- .- __... ......-_.___-- MET STUD WIDTH: BOTH DIRECTION TO / MET STUDS 31 LEGS&1-1/2"DEFLECTION ANCHOR STRUC,@ EA JAMB OF TRACK:GAUGE AS RUNNER TRACK @ 3'-0"TO MU ANCHOR BRACKET,SPAN(2)MTL / A /SLOTS @EACH MTL STUD,ATTACH TO OPNG. INDICATED BY PTN TYPE 4'-6"OPNG,DBL 20 GA MIN STUDS MIN @ EA ATTACHMENT POINT INDICATED @ 16"OC, @0 3'-0"TO MTL STUD+20 GAMIN MTL ' UON STRUC W/(4)MIN 1/8"PDF,1-1/4"MIN 4'6"OPI U 20 GAMIN RUNNER TRACK @ OPNG> PTN MTD CASEWORK&EQUIP MTL DESIGNATION STUD WIDTH EMBEDMENT BOTTOM OF STRUC SEISMIC CAT A-C: ANCHOR BRACKETS:CONT FULL LENGTH - EXTEND T012"EA SIDE 4'-6" 2 2-1/2" 3-5/8"x20 GA MIN MTL STUD OF OPNG>4'-6" OF EA ASSEMBLY,SPAN(3)MIL STUDS - - 1 LATERAL BRACING 45 DEG MIN,COORD LOCATION - - --- 3 3-5/8" 6'-0"TO 8'-6"MAX ONE DIRECTION TO STRUC, W/CASEWORK/EQUIP SCHED&MFR MTG PAIR OF DOORS �� @ EA JAMB OF OPNG.. STRUC NC i (2)16 GA MTL STUDS, " " " " '•""' -3'-0"TO 6'-6"MAX 3'-0"TO 6'-6"MAX �, INSTRUCTIONS,LOCATE MTL ANCHOR \ " 1 �>r i o1 c WIDTH AS SCHED,@ EA i� 1 ( BRACKETS @ CL OF ATTACH PT,UON — 518 GYP BD,(1) LAYER ON FINISH JAMB- WELD TOGETHER , 1 @12"0C AND TO MTL SIDE OF PARTN BOTTOM RUNNER TRACK ' 1 I MIN 1/8"PDF @ 24"OC, " /TL ANCHOR OPEN FIN CLG 1-1/4"MIN EMBEDMENT r '— ANGLES,FUx12 GALL WIDTH OF /` — MTL STUD,WELD TO MTL r — — — r r r MET BOTTOM RUNNER TRACK STUD AND HEADER / / DBL MTL STUDS / / ACOUSTIC SEALANT @ PARTN TYPE SCHED W/ACOUSTIC INSUL MIN HEADER:MTL RUNNER � @ ALL DOOR TRACK&(2)16 GA MTL STUDS, / / I JAMBS,AND I 11 I Clk— . / WIDTH AS SCHED-WELD / S �► / I S DUCT OPNG> / CONCRETE SLAB TOGETHER @MIN 12"OC / �TYP MTL 3'-0"W,20 GA 1, PTN TYPE MTL STUDS @ I 11 BOTTOM MIN ALL Project No: 18.04708.00 AS SCHED RUNNER TRACK, OPNG>4'-6"W FIRE RATING:NON RATED MIN 8"Lx16 GA MTL BOT ATTACH W/MIN 2"x2"x2OGA MTL Sheet Title: 1/8"PDF @ 24" ANCHOR ANGLE, W/(4)M N 1 8C DF,1 1/4H \ / OC,1-1/4 I SUILUDWI@DTI�OF MT. PARTITION DETAILS MIN EMBEDMENT EMBEDMENT STUDS 20GA OR 3-1/2"x12 GA MTL ANCHOR FLOOR\B \ I GREATER / ANGLE,FULL WIDTH OF MTL I �I�- — -� I \I L — J (I ��, Q STUD,WELD TO MTL STUDS FLOOR SLAB &MTL BOTTOM RUNNER c / { DOOR OPNG @ FL TO CLG PTN DOOR OPNG @ FULL HT PTN / DUCT OPENING ANCHOR BRACKETS CORNER A910-1010G-0 / TRACK Original is 36 x 24.Do not scale contents of this drawing. o PTN TYPE AS TYP CORNER:PROVIDE(3)MTL SCHED STUDS MIN CORNER FRAMING Sheet Number N PARTITION TYPE F - ONE SIDE GYP MET STUD FRAMING@HOLD-OPEN DOORS A910-32118 TYP MET STUD FRAMING DIAGRAM A9O3 _ r,910-321 IA 3"= 1%0" 3/8"- 1-0" 3/8"_- 1-0" 0 N • % ' ' - _,.._ ,,*, „, „4. . . 1 M S � _ -- Rya �•• BOTTOM OF STRUCTURE INSURANCE MIN 2-1/2"X 20GA @ 48"OC MET STUD LATERAL BRACING, �` ATTACH W/MIN(2)#8 STS, Project X`� CONT UP TO STRUC POSITION OF FLOOR GUIDE AS SCHED 2 1/2"UON3/16 ., FARMERS PORTLAND I IV BLO OFFICE CONT ACOUSTICAL SEALANT,BOTH SIDES OF • .6.d PTN AT RATED PARTITIONS AND AT NON RATED _ _ - VJ _GLAZING WIDTH AS 1 1/2" PARTITIONS.RATED ASSEMBLY TO BE BASED • _ -' �� SCHEDULED Y DOOR WIDTH AS SCHEDULED-0- ;rPrepared for ON UL BW-S-0013-JOINT SYSTEMSF : 7_ - ` • _ ¢ Z r FARMERS INSURANCE • •'• • PARTN TYPE AS INDICATED ?N I I I��J�II iI• PROVIDE FRAMING AS / ALUM FRAME - .. INDICATED BY MET STUD SLIDING DOOR AS SCHE ✓ GLASS AS SCHED FRAMING DIAGRAMS GLASS AS SCHED w • - - MIN 6X16GA UNPUNCHED MET w GASKET AS SCHEDULED GASKET AS SCHEDULED STUD ANCHOR BRACKET GASKET AS SCHEDULE L'17- 1-*...0 1 1,: ''. \ IL-- - � :11 DOOR TYPE AS SCHEDULED �:- a s PARTN TYPE AS INDICATED-0.- 41 �� - _ T " .. 1 7/16" �� i _ ,' 0'04'. CONT 3/16"X 1-1/4"X 1-1/2" : . \ / • GLASS AS SCHED w N ALUM GLAZING CHANNEL, • I w ATTACH W/#8 STS @ 12"OC •• PRTW BLOCKING ALUM FRAME Hellmuth, Obata + Kassabaum, Inc. FIN TO MATCH EXISTING DOOF 3/4"DIA MET PIPE SLEEVE ? ` ` One Bush Street, Suite 200 FRAME PAINT • . • ATTACH W/MIN 1/2"MB @ 24"OC ALUM SNAP-ON TRIM \ San Francisco, CA 94104 USA r— II " ALUM SNAP-ON TRIM t +1 415 243 0555 f +1 415 882 7763 \ • GLAZING WIDTH ASJ� 1 112 DOOR OPENING WIDTH TEMP GLASS AS SCHED SLIDING TRACK �—SCHEDULED ��ff (1)TO BE SLIDING GLASS • AS SCHED All reproduction&intellectual property rights reserved©2018 —✓'— 11111 : : _ In Association with . 1.1 SLIDING DOOR JAMB DETAIL JAMB DET - HM FRAME SYSKA HENNESSY GROUP 1/� TRACK FOR SLIDING GLASS 1�1 1 0 6"=1'-0" `-' 6"= 1'-0" EVAN SWEDO . r ,. 401 WEST A STREET, SUITE 1850 • - SAN DIEGO, CA 92101 • TEL)804-433-3618 CONT 3/16"X 1-1/4"X 1-1/2" - ALUM GLAZING CHANNEL, • ATTACH W/#8 STS @ 12"OC SOLID SURFACE COUNTERTOP, --. ,t T-1� FINISH AS SCHED . • ft r 3 / .. . :. • 1\1 Key Plan " ' \ I I I y\ // . ,,,.,D-- B„,- , `� PARTN TYPE AS INDICATED C'V I d ..... • •• / I I .. PARTN TYPE AS INDICATED PROVIDE FRAMING AS 2" II PROVIDE FRAMING AS INDICATED BY MET STUD 318" • ,'• 3/8" INDICATED BY MET STUD FRAMING DIAGRAMS MET SUPPORT,PAINTED TO MATCH . ' �_ - I DP FRAMING DIAGRAMS I ADJ WALL \ • I ! . N CEILING t. • - . HT • z 3/8` • . - 3/8" • — T: = M 0 3/8" •. ' .. ; 3/8" : • •• .4I /� MET TOP RUNNER TRACK N -- I I :. , .:. : . " V �.; - _ .. ATTACH W/MIN#8 STMS @ 12"OC / ATTACH W/MIN#8 STMS @ 12 OC 4A• SURFACE APPLIED BASE AS SCHED =0 -SUSPENDED CEILING AS INDICATED ALUM SNAP-ON TRIM �/ 0 w SUS _..� Professional Seals L.Tf —I \ — GASKET AS SCHEDULED 1 '" 1 ALUM SNAP-ON TRIM • �, r II ec w ATTACH W/MIN#8 STMS @ 12"OC - �,, ¢ ` L_4 GASKET AS SCHEDULED o ALUM SNAP-ON TRIM MET BOTTOM RUNNER TRACK,ATTACH o co ` t- w DOOR TYPE AS SCHEDULED ' , , WI MIN 1/8"PDF @ 24"OC,1 1/4"MIN EQ r EQ ALUM FRAME 0 w ALUM FRAME w -1 2" ti,y, .� EMBEDMENT -s-SLIDING DOOR AS SCHEDw / EQ EQ o = ALUM FRAME rd rd GLASS AS SCHED ix N o . y 71- 1- V FLOOR FINISH AS SCHED a • • San Francisco,CA s GLASS AS SCHED uc.a,vRl�sss • �' r .\ SOF O063 CONCRETE SLAB No. Description Date WINDOW OPENING SECTION SLIDING DOOR HEADER DETAIL HEAD DET DOOR HEAD DET BACKGROUNDS ,0/10/20,8 ISSUE FOR PERMIT 11/27/2018 • 3"= 1'-0" 6"= 1'-0" I6) 6"= 1'-0" 6"= 1'-0" ISSUE FOR LL REVIEW 11/30/2018 .9 EQ � EQ EQ EQ )1( INTERSECTING PARTN WHERE /1' y I pill( OCCURS 4"UON (GLAZING WIDTH AS _ __GLAZING WIDTH AS, 1 112" DOOR WIDTH AS SCHEDULED SCHEDULED o SCHEDULED 1 1/2" ATTACH W/MIN#8 STMS @ 12"OC a i, z ALUM SNAP-ON TRIM CLASS AS SCHED 0 z ALUM FRAME t•TIsl\--In = ALUM FRAME CLASS AS SCHED • ALUM REMOVABLE . -, .I r ATTACH W/MIN#8 STMS @ 12"OC ? / STOP w --- • • . z \ k` I = ",LUM SNAP-ON TRIM CLASS AS SCHED GASKET AS SCHEDULED Lu " j.. GLASS AS SCHED � Ir—N ATTACH W/MIN#8 STMS..; @ 12"0C ,i; DOOR TYPE ASSCHEDULED 07< [ ' ll /_.... • 7 3/8 ALUM FRAME a I ALUM REMOVABLE STOP w �, ~ / ALUM FRAME • • • 0 ALUM SNAP-ON TRIM LT Lu • PARTN TYPE AS INDICATED �� r O /8"PDF, Project No: 18.04708.00 ATTACH W/MIN 2 1 PROVIDE FRAMING AS z_ l ...- MAX 24"OC,MIN 1-1/4"EMBED Sheet Title: • INDICATED BY MET STUD ALUM ANCHOR BRACKET - �I FRAMING DIAGRAMS r- r \c,,, _114 „„ I Z r,'t / FINISH FLOOR AS SCHED \ -......„ ALUM SNAP-ON TRIM DOOR AND GLAZING \ • » - f - FLEL DETAILS PARTN TYPE AS INDICATED • . �I • • PROVIDE FRAMING AS V g INDICATED BY MET STUD °- FRAMING DIAGRAMS 0 9. Original is 36 x 24.Do not scale contents of this drawing. M GLAZING JAMB DET - HM FRAME SILL DET - HM FRAME GLAZING SILL DET DOORJAMB DET N 6”= 1'-0" 6"= 1'-0" 6"= 1'-0" 6"= 1'-0" SheetNumber oo . A931 0 N . V 2-1/2"x20 GA @ 16"OC VERT ika • MET STUDS SOFFIT FRAMING, BOTTOM OF STRUCTURE CONT UP TO STRUC PARTN TYPE AS PARTN TYPE ASARMERS SCHEDULE " SCHEDULED " I MIN 2-1/2"x16 GA MET �.��. „DLOGA @ 16 OC �.��. „TOGA @ 16 OC \ / / RUNNER TRACK VERT MET STUDS SOFFIT VERT MET STUDS SOFFIT _ � , COMPRESSION STRUT(UR N FRAMING,CONT UP TOSFRAMING,CONT UP TO RATIO LESS THAN 200 MAX) / v / MINTRUC ^ 4S� STRUC MIN 2-1/2"x 20GA @ 48"OC MET @ EA SET OF LATERAL / S /45, 2-1/2"x 20GA @ 48 OC METBRACING WIRES,ATTACH TO STUD LATERAL BRACING,CONT STUD LATERAL BRACING,CONT STRUCTURE AS INDICATED Pro UP TO STRUC,ATTACH TO UP TO STRUC,ATTACH TO jest 0 zo VERT HANGER WIRE,WHERE —� it:// , VERT MET STUD W/MIN(2)#8 ------A -- ic • VERT MET STUD W/MIN(2)#8 DETAIL,EATACH 0 APC FARMERS PORTLAND OCCURS,MAX 8"FROM END / / SELF TAP SM SCREWS / / SELF TAP SM SCREWS 1 r MAIN RUNNER TRACK W/MIN OF MET RUNNER,CONT UP TO VERT HANGER WIRE,WHERE / VERT HANGER WIRE,WHERE (2)1/4"MB 6 LO OFFICE STRUC �► OCCURS,MAX 8"FROM END OCCURS,MAX 8"FROM END t� LL x OF MET RUNNER,CONT UP x/ p OF MET RUNNER,CONT UP 12 GA VERTICAL HANGER Prepared for r SOFFIT HT 1 _, •, \, , , , , , , , 1 / TO STRUC TO STRUC WIRE @ 4'-0"OC,FASTEN FARMERS INSURANCE \ s'i ' TO APC MAIN RUNNER w APC CEILING W/MIN(3)TIGHT TURNS ASSEMBLY,AS SCHED W/MIN 1-1/2"DISTANCE ce SOFFIT HT 41' SOFFIT HT / L. , ,,1 I I I . � I - 12 GA SET OF LATERAL 5/8"GYP BD \ BRACING WIRES,AS SCHED, APC CEILING APC CEILING • I FASTEN TO APC MAIN ASSEMBLY,AS 'V'-• ASSEMBLY,AS RUNNER(OR TO CROSS CLG HT SCHEDULED SCHEDULED RUNNER,MAIN RUNNER)W/M NM4) ,-L\ -� I I I I I I i l l l l l I I I I I •hI I I I I I TIGHT TURNS W/IN 1-1/2" ` MIN 2-1/2"x 20 GA @ 16"OC MET " 5/8"GYP BD 5/8"GYP BD I I DISTANCE STUDS SOFFIT FRAMING - MIN. x 1-112 x 20 GA;: -a MIN. x 1-1/2 x 20 GA CLG HT I 2"MAX 2"MAXI APC CEILING SYSTEM,AS `� ' ,�,, t i 1 FRAMING ANGLE -D I I CLG HT FRAMING ANGLE di \ ,ti\' - \ .i i i i i 1_1 i_i } I \ ` SCHED MIN 2-1/2"x20 GA@16"OC MIN 2-1/2"x 20 GA @ 16"OC MET STUDS w MET STUDS MET MAIN RUNNER TRACK APC CEILING ASSEMBLY,, \ MIN 2-1/2"x 20 GA MET RUNNER ¢ MIN 2-1/2"x 20 GA MET RUNNER NOTE: HeIlmuth, Obata Kassabaum, Inc. AS SCHED TRACK,ATTACH W/MIN(2)#8 SELF > TRACK,ATTACH W/MIN(2)#8 PROVIDE FASTENERS COMPLYING W/UL EX-2258 One Bush Street, Suite 200 TAP SM SCREWS TO EACH MET SELF TAP SM SCREWS TO (TEST 1 OF 10 VERT CLIPS @ 200 LB,TEST 1 OF San Francisco, CA 94104 USA STUD @ 16"OC EACH MET STUD @ 16"OC 2 LATERAL CLIPS @ 440 LB) t +1 415 243 0555 f +1 415 882 7763 0APC-GYP BD SOFFIT DETAIL A940-4010G APC-GYP BD DETAIL A9404010D I 0 APC-GYP BD SOFFIT DETAIL 9 APC - COMPRESSION STRUT DETAIL 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" 3"= 1-0" A940-2020C All reproduction&intellectual property rights reserved©2018 A940-4010D In Association with BOTTOM OF STRUCTURE SYSKA HENNESSY GROUP MET COMPRESSION STRUT EVAN SWEDO OCCURS @ EACH SET OF 401 WEST A STREET, SUITE 1850 (.) <) • `) f__)/ <) •Tom^•, "•^",^ MET COMPRESSION STRUT TEL)804-433-3618 12 GA VERTICAL HANGER' / RECESSED FLUORESCENT WIRES u u uU@EACH SET OF LATERAL FREE UNATTACHED ENDS ATTACHED ENDS SAN DIEGO, CA 92101 m 4-WAY LATERAL BRACING v BRACING WIRES VERTICAL HANGER WIRE, WIRES W/(4)12 GA WIRES 8 GA VERTICAL HANGER CONT UP TO STRUC RECESSED if ----NC `o SPLAYED 90° FROM EACH WIRES DOWNLIGHT,AS SCHED OTHER AT AN ANGLE OF 4-WAY LATERAL BRACING 12 GA VERT HANGER n n ( ' n 45° FROM THE PLANE OF WIRES-(4)12GA WIRES PARTN TYPE WIRED @ 48"OC, 8"MAX PARTN TYPE , a SPLAYED 90°FROM EACH Li I CONT UP TO STRIA," - THE CEILING `r° OTHER AT AN ANGLE OF AS SCHED I AS SCHED 8^ - •, FINISH CLG AS SCHED %), �� 45°FROM THE PLANE OF 8"MAX SET OF 4-WAY LATERAL Key Plan NOTES: \ THE CEILING ,' �� BRACNG WIRES&MET COMPIRESSION STRUT, 1. HANGER AND BRACING FINISH CLG �-1" AS SCHED = w ^ WIRES SHALL NOT BEND AS SCHEDULED ' 0 = ,. 4-0MAX AROUND OBSTRUCTIONS. • NOTE: / • v w PROVIDE TRAPEZE SUPPORT 7 ' G N U ASSEMBLY WHERE = w 8^ �/ 1. HANGER AND BRACING SHALL NOT BEND I��II'' # -�� - cn , " / / 4 C n�r . Irl 1I1 1 I 1 I I 1 ] ..C: a...„. z OBSTRUCTIONS PRECLUDE c� AROUND OBSTRUCTIONS. ` _U a 2. HANGER WIRES SHALL NOT = _ 4 0MAX PROVIDE ASSEMBLY \HANG MORE THAN 1 IN 6 N V(.:0 � N.-"------ z WHERE OBSTRUCTIONS I APC MET MAIN RUNNER - OUT OF PLUMB '� a PRECLUDE DIRECT 3.ATTACHMENT OF CEILING SUSPENSION 5/8"GYP BD, APC MET CROSS RUNNER GRID TO PARTN TYPE AS SUSPENDED �— — _ _ /� Professional Seals \-- MOUNT RECESSED V SCHEDULED IS PERMITTED 2. HANGER WIRE SHALL LIGHT FIXTURE TRIM APC CLG TILE h CEILING ASSEMBLY TIGHT TO { � AR,..,FL Fl NOT HANG MORE THAN 7/8"X7/8"MET METAL SUSPENSION CLIP — METAL SUSPENSION • / ON MAX(2)ADJACENT 1 IN 6 OUT OF PLUMB CEILING PERIMETER MOULDING, AT EACH RUNNER,CLIP CLIP @ EACH RUNNER, c "t SIDES OF THE ROOM W/(2) ATTACH TO PARTN TYPE TO METAL PERIMETER RIGIDLY ATTACH TO dr F OPPOSITE SIDES FREE& 3. ATTACH GYP BD W/MIN#10 SELF TAP MOULDING @FREE RUNNER W/MIN#10 `r ' w � CEILING AS SCHED,TO SM SCREWS @ 16"OC UNATTACHED ENDS. STS @ ATACHED ENDS, /VT �f` y UNATTACHEDE EACH ADJOINING SEISMIC CATEGORY D-F CLIP TO METAL • (dr Francisco,CA • AS SCHEDULED PARTNPBRACED CEILING PERIMETER SCHED ED TN TYPE AS GYP BD CLG - RECESSED LIGHT FIXTURE ICC-ESR-1308,OREQ MOULDING. Lic#ARI4655 ° APC CEILING FRAMING SECTION A940-2020B GYP BD CEILING FRAMING SECTION A940-3020C I DETAIL 3"= 1'-0" A1110-191(18AP3"= 1'C-0" - SUSPENSION DETAIL 0F 006 1/4"=1'-0" 1/4"= 1'-0" A940-2121A No. Description Date BACKGROUNDS 10/10/2018 ISSUE FOR PERMIT 11/27/2018 VERTICAL HANGER WIRE ISSUE FOR LL REVIEW 11/30/2018 LATERAL BRACING WIRE COMPRESSION STRUT FASTENER: 8 GA VERTICAL HANGER WIRE @ 48"OC, FASTENER: MIN 1/8" PDF, MIN MIN 1/8" PDF, MIN 1-1/4" FASTEN TO MAIN RUNNER W/MIN(3) 1-1/4" EMBEDMENT, EMBEDMENT, COMPLYING W/ICC- TIGHT TURNS W/IN 1-1/2"DISTANCE, COMPLYING W/ICC-ESR 1752 ESR 1752 rC PARTITION TYPE,AS CONT UP TO STRUC - = 12GA SET OF LATERAL BRACING WIRES, CONCRETE SCHEDULED ' AS SCHED,FASTEN TO MAIN RUNNER W/ MIN(4) GHT TURNS N 1-1/2" . t• i . , A STRUCTURE. , e , y - . , e DISTANCIE,CONT UP TO STRUC . . , . . , . . , . . , RECESSED 0 0 0 0 0 / PARTITION ANCHOR BRACKET, LFLUORESCENRTE " " v a v • a v • a V • a v • c v SCHEDULED 1• -1/2 x 1.12LB/FT 48 OC HOT ROLLED Q. o. Q. o o AS SCHED AS SCHEDULED STEEL CHANNEL MAIN RUNNER e. • . -° . - . • . •o . - .• - . •n . • .• • . •n . • .• . •n . • .• • . •n . � J`___ . . . . . . . . . • o • I -/ v o v • • 'I v \ STEEL CLIP,MIN 1"x 2"x 4"L x 12 VERTICAL �V s 4� �e GA,ATTACH W/MIN(2)#10 SELF HANGER WIRE, o . 4 y . A . A . w - ' . • 'y= CONT UP TO PARTN TYPE - TAP SM AS SCHED STEEL CLIP, MIN = STRUC f , PARTN TYPE 8"MAX . AS SCHED - – — -------------------- - ,0241 `�° 1"x 2"x 1"L X 12GA RECESSED DOWNLIGHT, 1/2" t-- � MAIN MIN 12 GA LATERAL BRACING RUNNER AS SCHEDULED MIN 12 GA VERT WIRE,FASTEN W/MIN(4)TIGHT , O HANGER WIRE, FASTEN =-5/8" TURNS W/IN 1-1/2"DISTANCE j i A W/MIN (3)TIGHT TURNS I MAX C. \t7:1 1/ \."--.- \ ) ) I W/IN 1-1/2" DISTANCE B' I 11\a'\ ` — Project No: 18.04708.00 MIN 12 GA LATERAL COMPRESSION STRUT, MOUNT RECESSED - fii Sheet Title: BRACING WIRE, DOWNLIGHT TRIM TIGHT TO R FASTEN W/MIN (4) AS SCHEDULED NOTE: rt APC CEILING CEILING PANEL I PROVIDE FASTENERS SYSTEM,As " CEILING SYSTEM TIGHT TURNS W/IN SCHEDULED MOUNT RECESSED _ 5/8,GYP BD CEILING " COMPLYING W/UL NOTE: FLUORESCENT LIGHT ONTO 7/8"x 26GA @ 16"0C HAT CHANNEL DETAILS 1-1/2 DISTANCE EX-2258 (TEST 1 OF 10 VERT PROVIDE FASTENERS COMPLYING APC RUNNER CROSS FURRING,SADDLE TIE TO EA STEEL CLIP, MIN CLIPS @200 LB,TEST 1 OF 2 W/UL EX-2258(TEST 1 OF 2 LATERAL RUNNER W/MIN 16GA TIE WIRE LATERAL CLIPS 440 CLIPS @440 LB) a. 1"x 2"x 11 x 12 GA @ LB) 1"X 1"X 16GA CONT MET ANGLE, N ATTACH W/MIN#10 SELF TAP SM Original is 36 x 24.Do not scale contents of this drawing. LATERAL BRACING WIRE ATTACHMENT SCREWS TO EA PARTN MET STUD @ 16" ih _ � A940-1015A OC,AND EACH MAIN RUNNER Sheet Number WIRE ATTACHMENT - CONE STRUCTURE A940-1010A 3"= 1'-0" APC - RECESSED LIGHT FIXTURE DET GYP BD CEILING - SUSPENSION DET A941 C8) mtn_991nA °r° 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" A940-3120A 0 N REFER TO PLANIF j j LANDLORD CARPET-NIC �, — _.,h2"v_ Z-.., CEILING AS REFER TO PLAN I F IA E R S ' N METAL TRANSITION STRIP AS lit SCHED ` � I SCHED TRASH BIN FIXED PANEL AS . i ?'-, 1: IiiiSYMBOL • w INDICATED \ `(Di TENANT CARPET 1 112" DIAMETER FINISHED CEILING DPlif INSURANCE BR STL STEEL VERT BRACE @ EACH ° ° I MEDALLION PANEL JT , AND MAX 18" _ MULTIPLE HOLE & PIN OC - . SUPPORTS MIN 2" OC ALIGN/ PRODUCT#CL105 Project µ @ T , , ALOPE 1:2o FARMERS PORTLAND PARTITION TYPE AS ° ARCH HARDWARE, -, , _ '� ` WHITE MELAMINE ON // ////////////////� kj/ ! f//// ELEVATION - SIGN B •� : :. . . :.......� FL EL INC. BLO OFFICE _ = , - .11'--.1,.� ' :, SCHED ° ° INTERIOR SURFACES \ 800-679-2614 SHIN P - LAM FINISH & EDGE ° �. �� (3) METAL ANCHOR N:\ CONCRETE SLAB Prepared for -A 0 BANDING @ REVEAL & ° T.O. DOOR ° ° BRACKETS EACH PANEL JOINT COORDINATE rr"' @EACH TALL STG CAB LEVELING COMPOUND FEATHER ",�R FARMERS INSURANCE ° ° ATTACH TO CAB - ° TO LEVEL FLOOR MORTISE INTO \N°0 ° ° ADJ SHELF W/WHITE N W/DOOR W 1 MIN (2)# 10 SCREWS MELAMINE ON 3/4" DOOR TYPE AS SCHEDULED HARDWARE CABINET DOOR @ 12 OC , W 1 PLASTIC ° ° �' LOCATION ° ° PLYWD �� PANEL i. ° CAPS PULL: DOUG MACKETT DPI-260, TRANSITION POINT, OR dm ° ° DP CARPET SEAM,BETWEEN �„ RECYCLE SYMBOL SATIN CHROME 3 METAL ANCHOR FLOOR FINISHES AS O L- .�._ .. �. ,._ .,._ . _ .,:_ , : �� PLAM ON ALL EXPOSED SCHED + BRACKETS ,- - 1-112" DIAMETER EDGES & SURFACES OF RESILIENT OR CARPET © EACH TALL STG BASE THE 314" PLYWD / BR STL STEEL ° FLOOR FINISH AS CAB - ALIGN SCHED MEDALLION _- a PARTITION TYPE AS —° 0 ° PARTITION TYPE AS n I SCHED PRODUCT#RL25 Pu /////////////..III 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 •FL EL ARCH HARDWARE, Helimuth, 013atc� + Kissabaum, Inc. Y�`'!f/////f.r/irr,!////,�-+'////< <rrrf'd.7`#' SCHED Q I 3/4" — ce I PLYWD FIXED SECTION ELEVATION - SIGN A INC. o SHELF , 800-679-2614 One Bush Street, Suite 200 I San Francisco, CA 94104 USA P- LAM FINISH & EDGE t +1 415 243 0555 f +1 415 882 7763 WHITE MELAMINE ON 314" Z BANDING A960-1101A FLOOR FINISH TRANSITION A920-6010A CABINET MEDALLION DETAIL PLYWD ADJ SHELF ,2 /L - - - - - J '� 0 = g !i/i /',� 6„ 1 -0" 6"= 1'-0" All reproduction&intellectual property rights reserved©2018 Z ° ° w -"--\ --- . (2) REMOVABLE 0 4MULTIPLE HOLE & PIN In Association with ° °– o MICROWAVE AS CEILING AS SCHED SYSKA HENNESSY GROUP w SUPPORTS @ MIN 2" OC w SCHED 00 ix 0 I I 5/8" GYP BD SOFFIT , EXTEND MIN 4" EVAN SWEDO I- — • ° ° w —'r-- ABOVE CLG w I 401 WEST A STREET, SUITE 1850 0 ° PULL: DOUG MACKETT ec _ r. .P TEL}0SAN 14 4303-36182101 ° ° DPI-26D, SATIN CHROME o _--- — MIN 2-1/2 X 20 GA @16 OC MET PARTITION TYPE AS SCHED �— ' � SS COUNTERTOP > Ili STUDS , AND RUNNER TRACK @ FO 0 0 AS SHOWN ON PLAN PARTITION , CONT VERT STUD UP TO WHITE MELAMINE ON ALL I� CABINET BEYOND — I STRUC o INTERIOR SURFACES , r iL _/`_ _ _ J r o" 112„ 3/4" WHITE MELAMINE MDF - ' ,s-,(<1(z1, MIN 1-112" X 1-112" 20 GA FRAMING r, //7777/ ..r r/177 .7717/7 r`r/7�:. 1, •i...- _L__- i r_.- -'_-- •- SHELF =•. . . . . ANGLE ° PULL- DOUG MACKETT -4 WHITE MELAMINE ON 3/4" ME - ♦ QP MULTIPLE HOLE & PIN SUPPORTS , DPI-26D, SATIN CHROME. �, * ° ° �f 2" Key Plan PLYWD ADJ SHELF j — @ MINOC ° ° ° o WHITE MELAMINE ON N ` 2 ^ � 0 ° 3/4" PLYWOOD `"' ° 0 - (1) WHITE MELAMINE 3/4" PLYWD ADJ WHITE MELAMINE ON - 314" NOM DiA SST PIPE, MET SHELF (3) CONT WD CLEATS , z INTERIOR SURFACES ° PLAM ON ALL EXPOSED EDGES & a o � a ° ° ATTACH CAB • (4} CONT WD CLEATS , ESCUTCHEONS @EACH END, ° ° W/ MIN # 10 STS @ 18" OC R- -:c ° ATTACH CAB BRUSHED FINISH SURFACES OF 3/4" PLYWD W 1 PLASTIC CAPS MIN (2) w /// W I MIN # 10 STS @ 18" OCo 3/4" MDF @ EACH END &48" OC ° ° (2) CONT WD CLEATS , ATTACH CAB W/ PER CAB MAX, PAINTED FINISH, ATTACH @ ° ° MIN # 10 STS @ 18" OC WIPLASTIC CAPS MIN 2 1- ° w ° PER CAB v ENDS W/ MIN (2} #10 STS 0 W 1 PLASTIC CAPS MIN (2) PER CAB ° ° PLAM ON ALL EXPOSED — PLAM ON EXPOSED EDGES Z / ---- PULL - DOUG MACKETT DPI-26D, SATIN Professional Seals O 2" '_ — 314" X 4" MDF CLEAT, P-LAM ° ° CHROME. EDGES & SURFACES OF THE & SURFACES OF 3/4" CD 0 0 � o I 3/4" PLYWD 0 PLYWD a FINISH & EDGE BANDING, , ] WHITE MELAMINE ON ALL INTERIOR �� Ake. \ ° ° SURFACES SCHED 1 BASE AS SCHED ¢ W/ MIN (2)H #10 STSNCHOROSC - `� BASE AS © lo - �,, 1;`„ Potter Ill T - FL -- FLOOR FINISH AS SCHED `- _ _� LIGHT FIXTURE AS SCHED ' EL / s FINISH AS \ \ •FL PARTITION &WALL FINISH San ncI��,CA FL EL SH11 AS INDICATED , SCHED TALL STG CAB , 2 MICROWAVES 0 CLOSET SHELF & ROD A960-3911A () WALL CABINET - GYP BD SOFFIT DET opo TALL STG CAB DET T41 , T44 ( ) 0 1 112" = 1'-o" A960-2340B 1 1/2"= 1' 1 1/2"= 1'-0" 1 1/2" = 1.-0" A960-21 JNo. Description Date A960-23506 T22 50A BACKGROUNDS 10/10/2018 PARTITION TYPE AS SCHED PARTITION TYPE AS SCHED ISSUE FOR PERMIT 11/2712018 ISSUE FOR LL REVIEW 11/30/2018 BACKSPLASH 1 WALL FINISH BACKSPLASH I WALL PARTITION TYPE AS SCHED BACKSPLASH I WALL FINISH AS SCHED - BACKSPLASH r WALL FINISH FINISH AS SCHED AS SCHED AS SCHED 2'-0": UON / /, COUNTERTOP AS SCHED (2) METAL ANCHOR BRACKETS �'-o°.UON @)METAL EACH BASE COB BRACKETS �, 2'-0". UON- ,. B2 RACKETS ANCHOR @ EACH BASE CAB }I ► �, @EACH BASE CAB N CUTOUT FOR CONTAINER , z'o".UON COUNTETOP AS SCHED COUNTERTOP AS SCHED � 1 112",uoN�-�' ,� ��! W I EDGE BANDING _ (2) CONT WD CLEATS , ATTACH CAB W - �; % % PLAM ON ALL EXPOSED _ i4 t' 1 MIN # 10 STS @ 18" OC W I PLASTIC APRON PANEL W 1 PLAIN FINISH � C PULL: DOUG MACKETT DPI-26D, I L" EDGES & SURFACES OF • SATIN CHROME CAPS MIN (2} PER CAB 11 `� 314 PLYWD =�/ WHITE MELAMINE ON ALLDPI-26D, o ,r — — — — / INTERIOR SURFACES — J HEAVY DUTY FULL EXTENSION GLIDE — \ PULL, DOUG MACKETT SATIN CHROME J — _ _ ____. [ PULL: DOUG MACKETT — — — —I — f�� ]j ��` Y PLAM ON 314" PLYWOOD FOR ALL ' , ��' 14112" SQ X 24" H REMOVEABLEEXPOSED EDGES .. - PLAM ON 3/4"PLYWD CAB DOOR&ALL DPI-26D, SATIN CHROME I 0 ° _ - 3 DRAWER ON RECYCLE CONTAINER DRAWER ON TOP/ BTM FULL PULL- DOUG MACKETT DPI-26D, SATIN EXPOSED EDGES ( ) '� CHROME. CLEARANCE UNDER SINK: • �� HEAVY DUTY FULL \ : ° ° z MIN 2'-5"AFF @APRON , Z EXTENT SLIDES 1 I EXTENT SLIDES ,AS SCHED ^ O MULTIPLE HOLE & PIN j 2'-3"AFF @8"D KNEE SPACE, �� , - l I (2) METAL ANCHOR BRACKETS ALL E3 SUPPORTS MIN 2" OC f 9"AFF X 11"D @TOE SPACE @ EV. WHITE MELAMINE ON 1 I ° _- @ EACH BASE CAB INTERIOR FINISHES _ r ° WHITE MELAMINE ADJ SHELF, SINK W/REAR DRAIN AND v I I a.'- (2) CONT WD CLEATS , ° • FAUCET AS SCHED N (2) CONT WD CLEATS , Project CAB No: 18.04708.00 ATTACH 3/4" PLYWOOD ` 1 I CAB W 1 MIN # 10 STS @ 18 OC _ ° PARTITION TYPE AS SCHED • DISPOSAL&INSULATED HW& 0 ° DRAIN PIPING AS SCHED -V W M NH# 10 ST5 18 OC i_ _ — — J W I PLASTIC CAPS MIN (2) PER — / t- @ +� Sheet Title: — _ — — • CAB CAB DOOR A5 INDICATED — . (2)CONT WD CLEATS,ATTACH CAB 18"OCW- ` • ,� — W 1 PLASTIC CAPS MIN(2)PER CAB C 11/11 .H__ PE1R CABTIC CAPS MIN (2) PLAM ON ALL EDGES & 2" ; CASEWORK & MISC BASE AS SCHEDSURFACES OF 314" PLYWD BA E CABI ET DETAILS '� � S N, BASE AS SCHED X N -'`'- BASE AS SCHED — ,•. , . , . FL FINISH AS SCHED BASE AS SCHED / FL FINISH AS SCHED FL FINISH AS SCHEDX , ,_ ci SI_ 1Xr ,,-' w \ a EL • EL A960-2211 C Q EL EL Original is 36 x 24.Do not scale contents of this drawing. 7 FL FINISH AS SCHEDB4 Bs21 Sheet Number C-i A960-1011A BASE CABINET W I ACCESSIBLE SINK DET A960-2o21B j� BASE CABINET W/ (3) DRAWERS DET r�Th BASE CABINET - RECYCLE DRAWER DETAILGI BASE CABINET DET �� • A960 • 001 4 1 112"= 1'-0" 1 112"= 1'-o" T l 1 112" - 1'-0" 1 1/2" = 1'-0" tv