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Plans (31) BU P2019-00232 2 a- m ��nn a, SCHOLLS BUSINESS CENTER �� �L� N 4.:.:;\ rn fEAJ r- .� N v Q N PO LAND, OREGON Oa RECEIVED �� No 5725 auu2 2019 �e OF 00 CITY OF TIGARD BUILDING DIVISION ���iC� COQY CITY OI TIGA D MT.REVIEWED FOR CODE COMPLIANCE Approved: I Ankrom Masan TITAN SUPPLY, BLDG N SUITE N A OTC: ( ] Permit #: 1�r ,f?�q J �- Ofl 132 Address: 38 NORTHWEST DAVIS, SUITE 300 1az14 rl cw N wa n 0 PROJECT LOCATION Suite #: R, 4 - N PORTLAND, OR 97209 T 503.245.7100 By: }' Date: SS • . A -,041505 5TH AVE, SUITE 300 1Rpptee t Healthcare SEATTLE, WA 98101 u s Puget Soundd ,. nirtg Medica Supply9 6 ' Go ENERAL N TES BUILDING/ CODE INFORMATION SHEET INDEX T 206.576.1600 6 �; A Chili ren of tkte Sea "15Beaverton Dance OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION 1014 HOWARD STREET ( enter(BOC) CONTRACTOR INFORMATION T 0.0 COVER SHEET SAN FRANCISCO, CA 94103 " ' T-0.1 ACCESSSBILITY SHEET CONSTRUCTION TYPE: VB T 415.252.7063 • T-0.2 ACCESSIBILITY SHEET incl ' SuburbO.an Propane 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS FULLY SPRINKLERED ANKROM MOISAN ARCHITECTS, INC. 411...,_ 4 . 4 ';'' -* . 4-. SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. BUILDING HEIGHT: 1 STORY T-1.0 EGRESS PLAN 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. T-2.0 LEVEL 1 DEMOLITION • x. s.. 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. BUILDING OCCUPANCY: B T-3.0 LEVEL 1 FLOOR PLAN VALIDITY OF PERMIT Club K After t 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND-IlkhloCit T-4.0 LEVEL 1 DEMO RCP THE ISSUANCE OF A PERMIT Scftool Zone , �w � 'i WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 10,079 SF T-5.0 LEVEL 1 REFLECTED CEILING PLAN BASED ON CONSTRUCTION *i 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED DOCUMENTS AND OTHER - • - T-6.0 ELEVATION &CASEWORK DETAILS Oregon Point of Sale ., r - UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR UPON COMPLETION OF CONTRACT. OCCUPANT LOAD FOR TENANT IMPROVEMENT: 57(REFER TO EGRESS PLAN) DATA SHALL NOT PREVENT &Security Systems 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO T 7.0 WALL& FLOORING DETAILS THE CODE OFFICIAL FROM IMPLEMENTATION. T-7.1 CEILING DETAILS REQUIRING THE CORRECTION F t A OF ERRORS. OSSO 105.4 aM .4 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT T-8.0 FINISH PLAN w * Kruger Optical ., PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. - . ` + „ 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE Fresenius Kidney. CONTRACTOR. Care Seholl s Ferry. F111 9. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIEDDEFERRED SUBMITTALS:17: ` .! .* '' AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.THE GENERAL GENERAL NOTES - CODE INFORMATION POWER DRIVEN SHOT-IN- " `• CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL ANCHORS USED FOR 4 WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. ELECTRICAL _....SEISMIC APPLICATION Q 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL HALL REQUIRE SPECIAL " c : ,* 1..:,._ 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. 7` INSPECTION - DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER MECHANICAL r r r OR.INTERP 10-01 .* r PROVIDE ARCHITECT DESIGN-BUILD DRAWINGS FOR REVIEW. 'E Software Professiona S FMO. H td Estate Sales •- 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND PLUMBING CeD Westside; }Jesus f MATCHING BUILDING STANDARD TILES. ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. Ul Ch h Offwes 12. PARTITIONS, DOORS, RELITES,AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. 4. FIRE EXTINGUISHI RS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS FLS/SPRINKLER W Star Z ` • ' REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA I 4;'' t-: 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. i Z Z " . . , t 14. ALL NEW WALL OUTLETS TO BE AT 16"AFF UNLESS NOTED OTHERWISE. 5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS - s 1 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. W ' Westsi AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND ADA UPGRADES SUM MARY u a° � 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING INSTALLATION. CODE,AND THE INTERNATIONAL FIRE CODE. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. Q 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY TOTAL COST OF CONSTRUCTION: $207,954.00 IA ' Goo Ie '` 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER � CODE 2014 EDITION, SECTIONS 1006 AND 1011. W W TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW-DOWNS TO ARCHITECT 8, PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING 25% OF TOTAL COST REQUIRED FOR ADA UPGRADES: $51,988.50 Z Z FOR APPROVAL PRIOR TO APPLICATION. WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS REQUIRING PROTECTED OPENINGS G• 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDSSHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON UNLESS NOTED OTHERWISE. STRUCTURAL SPECIALTY CODE 2014 EDITION. ADA UPGRADES Q VICINITY MAP M (r)1. MEN'S RR 109- RELOCATE WALL& DOOR FOR ADA CLEARANCE, EXTEND W CC NTS PROJECT CEILING,ADD 18"VERTICAL GRAB BAR W/ BLOCKING, PATCH &REPAIR DRYWALL. J J 2 .WOMEN'S RR 109 - RELOCATE WALL FOR ADA CLEARANCE,ADD 18" J Z CL VERTICAL GRAB BARS @ SHOWER&TOILET,ADD ADJ HT SHOWER HAND WAND. Q Ui lt) 3. MEN'S RR 114- DEMO EXISTING NON-COMPLIANT URINAL, CAP I c z PLUMBING, ADD 18"VERTICAL GRAB BAR, PATCH/REPAIR DRYWALL. �' Q tj 4. WOMEN'S RR 115-ADD 18"VERTICAL GRAB BAR @ WC, INCLUDING M AREA OF WORK V.) O BLOCKING PATCH/REPAIR DRYWALL. 5. ENTIRE SUITE- REPLACE EXISTING KNOB WITH ADA COMPLIANT DOOR HARDWARE. el 17-7`T/ �/ / /I/I% / 7 ♦ • /I NOT IN / / REVISION DATE REASON FOR ISSUE a SCOP / TOTAL COST OF ADA UPGRADES: $9,208.00 E. c 0. c in c as IT // PROTECT TEAM 2-3 OT IN u / t•COP2 BUILDING ADDRESS 10340 SW NIMBUS AVENUE BUILDING N O , - - -- - SUITE N-A c ://, PORTLAND, OREGON 97223 IA co OWNER/ LANDLORD KG INVESTMENTS o , / / 10240 SW NIMBUS AVENUE, SUITE L3 /// /I / - /L.' �, PORTLAND, OREGON 97223 % CONTACT: KYLE LATTA 6 PHONE: (503)245-7100 co IF-zt FAX: (503)245-7100 N / _ { / _ ARCHITECT ANKROM MOISAN ARCHITECTS, INC. a: /' / ' 38 NORTHWEST DAVIS, SUITE 300 0 ///./771. PORTLAND, OR 97209 COVER SHEET co PHONE: (503) 245-7100 i; FAX: (503)245-7710 a, �, CONTACT: REBECCA BROCK / / , PHONE: (503)892-8373 .0 / tn / TENANT TITAN SUPPLY GROUP PERMIT SET o12; /j / /i / / CONTACT: GREG NIELSEN _c ^T PHONE: (503) 501-5860 l.1 CONTRACTOR PACIFIC CREST STRUCTURES, INC. KEY PLAN17750 SW UPPER BOONES FERRY RD. SUITE 190 co DATE PROJECT DURHAM, OR 97224 (-4 0 cn ER 1/16"= 1'-0" PROJECT CONTACT: ANDREW DUGAS 08/22/19 1924$0 MB PHONE: (503)968-8949 a) 0 FAX:(503)598-6658 SHEET NUMBER _ CCB#: 66915 T-O . O .+_. a) cc V a. o OiD 'C N N cn M1C AEL G' AT a0 N 8 Q N PO' LAND, OREGON -cP�� No. 5725 cz ?�' OF 6' TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT 4"MAX MAXIMUM 0.5 INCH 2INCH 5INCH 6INCH 9INCH 11 INCH "1 REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) 1. MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES IF ADDITIONAL BOTTLE CENTERED tiVi TM REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) FILLING STATION IS ON TACTILE - A n k I O I I 1 Moisan HIGHEST PROVIDED,ALL o @PULL OPERABLE PART OPERABLE PARTS TO CHARACTERS \ CLO ET ROD HANDLE HIGHEST ` HIGHEST y , k.. ii, BE 48" MAX \ OPERABLE PART , OPERABLE PART 38 NORTHWEST DAVIS, SUITE 300 -- -\----- -\1/4-- ,` R.H. 17"MIN MEN ` 45° z — --___F PORTLAND, OR 97209 `� ; �� NOT IN wI T 503.245.7100 F.E.C. ❑❑ o �c�- - t-" -_ •I I � _ _.\- -. �� nS 7, PICTOGRAM + \ _ z Al VI z� LOWEST _ ,,, o I X FIELD w w ^ 1505 5TH AVE, SUITE 300 otin - 2 OPERABLE PART v ¢ m w CID LLJ 1-1-1 m m z m '� 18" , m m SEATTLE, WA 98101 �, ¢ ¢ I ¢ ¢ z z ' o RAISED MIN o w T 206.576.1600 v `-` e ¢ `n I- _ w Z w w a o Z w O� u ,;; v, �; o ^ r, m CHARACTERS TO BE 5/8' 2" LL �, ¢ x ir, z vLU LLZZUI N "Zr Fo m p ? i 1014 HOWARD STREET �,, , 61 �, \ SAN FRANCISCO, CA 94103 T 415.252.7063 FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDING SIGNAGE CLOSET ROD LIMITS OF PROTRUDING ©ANKROM MOISAN ARCHITECTS, INC. PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK HAND DISPENSER/ MOUNTED DISPENSER DISPENSER DRINKING HEIGHT ELEVATION OBJECTS BOX &COMMUNICATION DRYER TRASH SEAT COVER *35" MAX WHEN FOUNTAIN DRINKING RECEPTACLE DISPENSER MIRROR IS NOT OVER FOUNTAIN LAVATORY OR CABINET MOUNTING HEIGHTS PUBLIC SPACES IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES DOOR MOUNTED - SIGNAGE(TYP.) •CI NOTE: PICTOGRAM AND/OR LETTERING ARE NOTQ60"MIN 6411 $(, REQUIRED ON DOOR MOUNTED SIGNAGE z W INSULATE ROBE HOOK 42" G.B., 39"-41" . MEN WOMEN UNISEX DOOR-MOUNTED SIGNAGE I--- 510EWALL / ' N 5 WATER SUPPLY FLUSH LL 5'-0' MAX AND DRAINPIPES VALVE ,NN 14"MIN 6"MAXIlk �, 54"MIN 1' / z\ WALL MOUNTED SIGNAGE TO AFF W , , . ' 36"MIN �, 12" 42"MIN `/- 17"MIN �` 25" MEN BE LOCATED ON LATCH SIDE OF Z N MAXt. \ I:9 '/ d H,4t@I(APPf�ACCESHIE DOOR CLEAR OF DOOR-SWING r '� / 1 112 MIN - If RESTROOMS ERN - Z z ,` i \ _ C v Y ► J n I \ ` 4' D" MIN,_ (MEN W Q E o ---*7 -� AFF w�' , ,/, U / * '� ° LETTERS Uz f 1' 4-. \ F LI - WALL 51GNAGE(TYP.}' oyRAISED 1132'71- lir m m m in J \ HEIGHT OF M ! z N m n o m • • Z z zIN 4 r^ ci N v N LETTERING 5/8" 1 .50- m r N i U cm a_ _, &'• 6' rn f A---4%-;.-: MIN TO 2" MAX. MEN ru w • • • • • • ...: \ • • • • • \ -\ F2 \- \ . / "--1.-8"/ TOILET SEAT 12"MIN 0 Q_ Z z MIN ACCESSIBLE URINAL e. — T.P.D. 7 9 T.P.D. ACCESSIBLE ACCESSIBLE `, UPPERCASE LU 6"MAXI/11" COVER DISPENSER 16"- 18" MAX 42"MAX CHARACTERS ACCESSIBLE MIN i e DRINKING FOUNTAIN WORKSPACE0 • TOE CLEAR CONTROLS TO BE '� - CORRESPONDING Q WALL HUNG LAVATORY *OR T.O. COUNTER, �`' WHICHEVER IS HIGHER ON OPEN SIDE GRADE&BRAILLE COL/l ACCESSIBLE CO CO RESTROOM ELEVATION DETAILS TOILET STALL V >- J — J PER ICC A117.1 CHAPTER 6 z 11. J � CL o � � = o z uo V) AN ENTRY OF 36" 44 MINIMUM SHALL BE 15"MAXI HAND SHOWER* HAND SHOWER* PROVIDED(INCLUDING w FULL WIDTH STANDARD ALLOWABLE REVISION DATE REASON FOR ISSUE i� i� / SHOWER DOOR IF CONTROLS �iFULL WIDTH, 36" / di r CONTROL AND HAND SHOWER GRAB BAR TO „ • L de 18" ie PROVIDED) c BEGIN AT EDGE OF ,' 50 MIN /� / LOCATION SEAT AND NOT CONTROL WALL ( 6 MAX 27"MAX GRAB BAR TO EXTEND \ // FULL WIDTH REQUIRED TO d / LENGTH OF WALL AND `^ = J EXCEED 48" op/ c SEAT Pr CONTROL d 0 A \ \ 1 NOT REQUIRED TO L WALL ��� , WALL m f` +, o 0 z� SEAT dy Z EXCEED 30" a, ! v -- 16"MIN. I c A � -. ,\ WALL ;9 *PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. a, Or, {" `VI \ i ` . .� m \ IN LENGTH THAT CAN BE USED AS BOTH A FIXED vi J i SHOWER HEAD AND AS A HAND SHOWER.THE .7, V I J �o *' HAND SHOWER SHALL HAVE A CONTROL WITH A I J = 36" Cr cc C. D -\--ID C 9 m I z o ,' / GRAB BAR LENGTH i Z o NON-POSITIVE SHUT-OFF FEATURE.AN ADJUSTABLE "' I Co I z ��� OF WALL NOT TO7 I HEIGHT HAND SHOWER MOUNTED ON A VERTICAL s m O ¢ EXCEED 30" m o m BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT u I FULL WIDTH „� ., SHOWER SHOWER / I ¢'— A I IM _ m z J ' N ` m THE USE OF GRAB BARS. HAND SHOWER MOUNTED Er Er L _ _ _1 \ f___ ----. — SEAT _______ —, ------ SEAT AN ENTRY OF 60" _ o, SHOWER AT 45" MAX TO BOTTOM OF SLIDE BAR. � MINIMUM IN WIDTH \ �60 ,, SEAT 48 a Jf'iNi ,� CONTROL WALL BACK WALL SEAT WALL SHALL BE PROVIDED(NO 60" -'� \ \ `* L �� m SHOWER TO BE FLUSH WITH ADJACENT SHOWERHEAD/VALVE DOOR ALLOWED) '� SHOWER SEAT 1/2" MAX > WALL TO PROVIDE CLEAR FLOOR SPACE THRESHOLD D SEAT WALL CONTROL WALL SIDE WALL d vii STANDARD TRANSFER SHOWER STANDARD ROLL-IN SHOWER ACCESSIBILITY SHEET c rc 22 L SHOWER DETAILS c a, N PER ICC A117.1 SECTION 608 0 a, c IJI E PERMIT SET 0 -cL cn oo GENERAL NOTE: SOME DETAILS ON SHEET T-0, 1 MAY NOT APPLY TO THIS PROSECT DATE PROJECT NUMBER 0, 08/22/19 192480 in a, SHEET NUMBER '0- O-_ Q-_ 7 1-0 . 1 a, V 0_ Ln o N IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, <�\ED 4A A PARALLEL APPROACH COMPLYING WITH COUNTER 34" MAX TO FOR ADA COMPLIANCE AT N THEN 59" MIN. 56" IS FOR WALL MOUNTED TOILET IN 4�'j rn SECTION 305 SHALL BE PERMITTED TO A PROVIDE OUTLETS LEAST 50% OF SHELF MIC AEE G EAT Cn --- STALL OR FLOOR MOUNTED TOILET NOT IN A STALL c..1 KITCHEN SINK IN A SPACE WHERE A COOKTOP WITHIN REACH RANGE SPACE IN CABINETS SHALL REMOVABLE CABINETRY IS '- 0 0cc OR CONVENTIONAL RANGE IS NOT PROVIDED ALLOWABLE EQUIP.AREA URINAL BE WITHIN REACH RANGE TOILET ALLOWED BELOW SINK WITH ' PO LAND, OREGON • °a a CLEARANCE BETWEEN ALL OPPOSING BASE KITCHEN APPLIANCE NO SHARP SURFACES LAVATORY KNEE AND TOE CLEARANCE IN �� N . 5725 Ac CABINETS, COUNTER TOPS,APPLIANCES, OR CLEARANCES CLEARANCE OFFSET FAUCET TO COMPLY 16"-18 �� 15' RESIDENTIAL DWELLING UNITS 0WALLS WITHIN KITCHEN WORK AREAS ti PER ANSI WITH ANSI A117.1 SEC 309 1 / ,. LAVATORY ,i' -k TO SIDE WALL ONLY. EXTEND FLOORING AND OF OS\ ITH KNEE cl INSULATE WATER ` I CLEARANCE), BASE UNDER REMOVABLE 1 SUPPLY ,• ' EQ ,f,.. EQ r CABINETRY. CABINETRY TO HAVE WALL MOUNTED BIKE �� AND DRAINPIPES ,LLOWED I . . $- 30"X48" CLEAR uU REFR. SPEC A 7 _ I •.N« FINISHED END PANELS RACKS PER SPEC ,� II II OTHING I Q / FLOOR SPACE O TO MEET — — � �_ Lu ANSI A117.1 [ L I \ _ �, 6I I I I I NOTE: IF VANITY COUNTERTOP DRINKINGi n n I , WITHIN I I — SPACE IS PROVIDED IN NON- FOUNTAINS <cuSEC. 804,5.6 I `• i 1[ 1L �. \ I �o 0o I oo o0 it L , Y f8" ` z �, a "' TOILET eh �t , ACCESSIBLE DWELLING OR _ W — r L4I4 0<= - —�— — - I = .I w MIN s = �, CLEARANCE - — �f I z z 1 2 z I I I I I I I ' SLEEPING UNITS WITHIN THE .X r �Y- TM L� 4 b m o -- ,¢ m Q SAME FACILITY, EQUIVALENT I }'� `� �1 °� Q I ' I I I - r� N �\ ~ �, „�- I I I I VANITY COUNTERTOP SPACE INI 5%OF BIKE RACKS TO BE c / i li I\� `I i\' A n k r01 1 1 M 0 S a n v. I - �- L L- — -JL — — TERMS OF SIZE AND PROXIMITY r:N T r i i < 1 I c.` I L — — — — +f � ` \ � � I I ACCESSIBLE. FLOOR iii J F,_--,5A,hi 30" 48" 11" 6" 30' 60"MIN 30" 30" TO THE LAVATORY SHALL BE o MOUNTED WITH CLEAR r l 48" J �' — — � �'- ',Jr 30" ACCESSIBLE / / - / •� "' PROVIDED TO ACCESSIBLE UNITS ' 1 FLOOR SPACE ON ONE I� i 38 NORTHWEST DAVIS, SUITE 300 v �t SINK WITH X MIN MIN MIN CLEAR KITCHEN SINK 1 �-�1 1 - PORTLAND, OR 97209 z REFRIGERATOR; _ IF THERE ISA SIDE WALL 56" OR GREATER,THEN PROVIDE z SIDE OUTSIDE ,% �. KNEE&TOE CLEARANCE L - - - �� I I I T 503.245.7100 o + NO CABINET ALLOWED IN L)ISHWASHLK E FOOTPRINT OF BIKE BLOCKING FOR A WALL MOUNTED GRAB BAR. IF NO L - W H L H - OFFSET APPROACH PER A117.1 ANCE WALL OR WALL IS LESS THAN 56" IN LENGTH, PROVIDE 1505 5TH AVE, SUITE 300 N BLOCKING FOR PULL DOWN GRAB BAR. IF SIDE WALL IS SEATTLE,WA 98101 CENTERED APPROACH PER FHA(SEE OPTION FOR 24"TO 54' PROVIDE BOTH SIDE WALL BLOCKING AND FRONT APPROACH ACCESSIBLE BIKE PARKING T 206.576.1600 FORWARD APPROACH TO THE RIGHT) BLOCKING FOR PULL DOWN GRAB BAR BREAK ROOM DETAILS RESTROOM PLAN DETAILS MISC. PLAN DETAILS 1014 HOWARD STREET SAN FRANCISCO, CA 94103 T 415.252.7063 PUBLIC SPACES PER ICC A117.1 SECTIONS 604, 605&606 PUBLIC SPACES 0 ANKROM MOISAN ARCHITECTS, INC. \ r -II FORWARD REACH DIAGRAMS APPROACH / N ( ) TYPICAL SYMBOLS 20"MAX 20"-25"MAX \ /� /� BARRIER PREVENTS ,'✓ �� SIDE REACH DIAGRAMS 30" / / ai ►� �� PASSAGE OF 4" \ 60" 1 - ir / �l"�. - � SPHERE WITH ANY � — — � o , � ,. � 5'-0"DIA ( �: 4,�. L, � ) PORTION WITHIN I I yd M " • -_.1' ¢ • 1 ` N / ( 1~�+I'k,•: ' J 4„ OF FLOOR zw — \ / ) '--- 1 1 - - — ' = CHANGES IN FLOOR J \0� ..L f ¢ ¢ 1......,irrrr■rr■ct \ I f 6 C vQ' '� I I mLEVEL CHANGES IN FLOOR + ` - 'Q � °� LEVEL '� — ♦ �: - Q :�I ' _ _ _ �� e. �� WHEELCHAIR I I �JP" �5, `'v"iyp'�}. ¢ < I .11% SM ��. TURN AROUND �� / AlkiN.Ait V m ���� '� / i L _I, , z ,� y'��...� TWO DOORS IN A SERIES PIVOTING TURNING SPACE BARRIER WHEELCHAIR CLEAR FLOOR ADA- FLOOR LEVEL TRANSITIONS \ \ SPACE&CLEAR AREA REQUIRED 10"-24"* a CI BEYOND DOOR SWING MAX MAX MAX Q \ - z = i w O it D FRONT HINGE Ln _ \ /" APPROACH - APPROACH - HINGE `W z E / 1 / �— PULL SIDE FRONT PULL SIDE APPROACH - LATCH s 0 / \ V �� , - — �- — — APPROACHr PULL SIDE HINGE APPROACH Z Z / ` / \ / PUSH— SIDE -Tt APPROACH — PULL SIDE w Q z / / I � PUSH SIDE J V — `° J 4 60"MIN 60"MIN Z z } <=1 b ' co' r 1 .( 11/ v 1 m r��. ,\ 60"MIN • / up 2o I I o 1 w 1 I ! I W I„N \ / / i \ % 18"MIN MIN* I 36"MIN 42"MIN 12"MIN* 22"MIN 24"MIN Z z ►F. iro ti) .. .. \ CO • g m MANEUVERING CLEARANCE AT MANUAL * DOORS WITH BOTH LATCH &CLOSER VI 2 >- \ <1 \ SWINGING DOORS ** 48" MIN. IF NO CLOSER IS PROVIDEDJ J -- r ***42" MIN. IF NO CLOSER IS PROVIDED z 0_ RECESSED J DOORS- 0 {!') PULL SIDE RECESSED RECESSED DOORS- DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN THE RESIDENTIAL SLIDING DOORS WITHIN THE FRONT I O Z LATCH INTENDED FOR USER PASSAGE UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER POCKET OR STOP OR \ DOORS PUSH SIDE WITH i m Z APPROACH - AND >24" DEEP CLOSET PASSAGE AND >24" DEEP CLOSET PASSAGE AND>24" DEEP CLOSET APPROACH HINGE LATCH PUSH SIDE CLOSER AND LATCH V PUSH SIDE \-- r — — APPROACH APPROACH I I _- - - — — V) 18"MIN I ILu aI 1-1,* —1 < 7 _ I °oma 0 ° o I g Z b / I I zn O m I I 1 I ! _g- In oo REVISION DATE REASON FOR ISSUE til-n1-- \I O sn u v �, N ao 00 co 12"MIN d- — — ±ii. i `` _,,,_ : 1 24"MIN I O O I 22"MIN 24"MIN I '� " — I ><6' I I � 32"MIN 32 MIN 32"MIN — — — — — `� CLR OPENING �' �, CLR OPENING / CLR OPENING �/ � � -\� _ — —� �v Lnr r IT i �- MANEUVERING CLEARANCE AT SLIDING & FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS u ACCESSIBLE TOILET o STALL CLEAR APPROACH c FRONT PARTITION m 0 '3 U d, -- REFER TO ACCESSIBLE ROUTE cG GENERAL NOTES: MINIMUM STALL WIDTH 1. THE SPACE BETWEEN THE GRAB BAR AND DIMENSIONS PER -,/\- Tr rn PROJECTING OBJECTS BELOW AND AT THE ENDS OF 1CC A117.1 36"MIN THE GRAB BAR SHALL BE 1 1/2" MIN.THE SPACE SECTION 604.9.2 / / o BETWEEN THE GRAB BAR AND PROJECTING OBJECTS 0 v, ABOVE THE GRAB BAR SHALL BE 12" MIN. 32"MIN 4"MAX OR 56"MIN ' ACCESSIBILITY SHEET � .' N 2. OPERABLE PARTS SHALL BE OPERATED WITH ONE /� / r g`* v HAND AND SHALL NOT REQUIRE TIGHT GRASPING, C. PINCHING, OR TWISTING OF THE WRIST.THE FORCE - 36"MIN L __N„_ REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE z -%// /� cu' 5.0 POUNDS(22.2 N) MAXIMUM. aCLEAR DIMENSIONS PERMIT S ET 3.THESE PICTOGRAPHS DO NOT DESCRIBE ALL �- MEASURED AT TRIM OR CONDITIONS WHICH MAY BE ENCOUNTERED IN THE v FIELD. VERIFY QUESTIONS WITH ARCHITECT \- OTHER ITEMS THAT L RESTRICT CLEARANCE rn 0 oo DATE PROJECT NUMBER BUILDING CLEARANCES LEGEND 08/22/19 192480 v - SHEET NUMBER E PER ICC A117.1 CHAPTER 4--ALL DETAILS MAY NOT APPLY TO THIS PROJECT GENERAL NOTE: SOME DETAILS ON SHEET T-0.2 MAY NOT APPLY TO THIS PROJECT T-0 .2 Z 0. QED LIFE SAFETY SUMMARY FOR OFFICEFIRE & LIFE SAFETY PLAN NOTES N ,,, O 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OF A COMMON PATH OF EGRESS Mic AEG�� C:-5 TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS SERVED BY THE MEANS OF EGRESS OCCUPIED. r�� Np 5725 PO LAND, OREGON oo TABLE 1014.3 cY '17F OF o��c, COMMON PATH OF EGRESS TRAVEL FIRE & LIFE SAFETY PLAN LEGEND WITHOUT SPRINKLER SYSTEM (FEET) ROOM SUMMARY TAG. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE TO OCCUPANCY WITH SPRINKLER CCC CLASSSQUA E FT CHAPTER 3 OF 2014 O.S.S.C. USE AND OCCUPANCY CLASSIFICATION. A BUILDING OCCUPANT LOAD B X SYSTEM (FEET) OLF CCC LOAD: OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF <_30 >30 Y 1 =X/Y LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS B, S(D) 100 75 100(A) AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN ACCORDANCE TO SECTION 303.1.1. IiltONTM A(C) 75 75 75(A,B) Ankrom Moisan FOR SI: 1 FOOT+304.8mm PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE (A) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY / FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY 38 NORTHWEST DAVIS, SUITE 300 WITH SECTION 903.3.1.1 THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE PORTLAND, OR 97209 (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCE / EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT T 503.245.7100 Q LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT WITH SECTION 903.3.1.1 OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY 1505 5TH AVE, SUITE 300 EXIT SEPARATION=55'-1' SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. y POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C. SECTION 2702, PER SEATTLE, WA 98101 (C) FOR A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION 2014 0.5.S.C. SECTION 1006 T 206.576.1600 1028.8. 1014 HOWARD STREET FA _ ri 4--0 EXIT LIGHT AC WITH BATTERY BACK-UP, DIRECTIONAL ARROW UNITS WHERE LINE SAN FRANCISCO, CA 94103 — I E I I — , (D)THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL IN GROUP 5-2 OPEN PARKING GARAGE SHALL ® OF SIGHT TO NEAREST EXIT IS OBSCURED T 415.252.7063 ,g' ] LE (N)FEC,( NOT BE MORE THAN 100 FEET(30,480mm). 1N) FEC1 ' '`fir /' ©ANKROM MOISAN ARCHITECTS, INC. E' N FIRE EXTINGUISHER CABINET COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 87'-2" FEC NOT IN ` - COPE / _ WHEELCHAIR SPACE/WHEELCHAIR CLEAR AREA /://:// / ///// / 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 L _ / (E) WAREHOUSE "= ( ) 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA / 109 ,...7/ TABLE 1016.2 _ ,I �, OCC CLASS SQUARE Fri /� EXIT ACCESS TRAVEL DISTANCE EXISTING WALL 52 2882 WAREHOUSE / 0 occ LOAD 300 10 ; 110 OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER /J (FEET) SYSTEM (FEET) NEW TENANT PARTITION WALL. SEE WALL SCHEDULE FOR CONSTRUCTION TYPE. / OCC CLASS SQUARE FT / j 52 1372 i A, E, F-1, M, R, S-1 200 250(B) / OCC LOAD; // 300 0 5B 200 300(C)._....' � NOT IN SCOPE „/„.//,;/, /1/ (A)SEE THE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE Q 1�6-5' /I % REQUIREMENTS: ' COMMON PATH OF EGRESS TRAVEL DISTANCE=38' 11'� — — _ COMMON PATH OF EGRESS Z / // 4/N5/11'‘‘C.' / ZA / / '� B BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION H NPockl=•/ ;�?� NR ) — ` 903.3.1.1. OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS —— MAXIMUM TRAVEL DISTANCE Ce tJ) �5��`p,GO 1)0 (N)FECZ,7/„//-/- ;— — 77J /t ARE PERMITTED WITH SECTION 903.3.1.2. W NG COMMON PATH OF EGRESS TRAVEL DISTA =87 � E 7� z / - (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE V — — — WITH SECTION 903.3.1.1 Z z i,/r/ - - - - - - - - --- T — I— _ — `� �, - LJJ ._ y, I �L�' COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 152'-11" I ,\ I 0\5 �' I I 'II �� — — — — — -- -._. ..._. . EXIT CCESS AYS N R WAYS M [ EF. -C�O�A� - — — — 3 SPACOE SHAR ILLT ABE PROVIDE D IF THE OCCUOPANT° LOAD THIE SPTS OACE EIXCEEDS 50(SET ACCESS OERTABLE 10O5.1ANY W I I LLJ (N)FEC I - w /;y:/, I o\� �� I I I Z z � OPEN OFFICE _ BREAKROOM �� I I w 114 I . / \,0� 1 11 111 I I COMPLIANCE: EXIT DOORS REQUIRED- 2 (E) WOMEN'S RP, , _ COMPLIANCE: EXIT DOORS PROVIDED- 5 1{)] OCC CLASS SQUARE FTI OCC CLASSISQUARE FT' IL- - - - - + - - - - � B 1682///f/t/ L - - - - � - - - B 1421 ; __ ._L - - - - — OLF DCC LOAD OLF OCC LOAD 03 D 1fb_cQ, 15 12 / __ 100 15 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2) WHERE A CO >- Cf:) rn7 im,'' 11.11, 1/; f/ BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE J _ J J Z a N WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS r — — — — T — T — — — — — DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL L - - - - - J (E) MENS RR C1RC. — — I ! I Q DIMENSION OF THE AREA SERVED. ilk VI OPEN OFFICE 108 I 115 I I I ,*^^ 1 c) z I 106 I / ?-c7 @, I I I COMPLIANCE : MAXIMUM SEPARATION REQUIRED- 39'-3" r CO OCC CLASS SQUARE FT / /, / I I COMPLIANCE : MAXIMUM SEPARATION PROVIDED- 74'-1" V B 789 I I — II —— I — 1- OLF OCC LOAD , , 100 4 a MEN'S`f7 /://( r l 112I,. / 1] • OMEN S RR/ 1 113 I 1 PrIr _,11, ,/ / / / / ' , ,,,N0//// / / , / i //////y y, .2 REVISION DATE REASON FOR ISSUE MAXIMUM TRAVEL DISTANCE=1 /-11"// �/ 4////1/H EXIT SEPARATION=74'//7 iJ �� �� LIFE SAFETY SUMMARY FOR WAREHOUSE TABLE 1016.2 /// ///�/;I►� ��/��� �' 1. COMMON PATH OF EGRESSTRAVEL(SECTION 1014.3), THE LENGTH OFACOMMON PATH OF EGRESS EXIT ACCESS TRAVEL DISTANCE cn Ew /"11". *-\si // // ' 'E/ TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER SMA OFFICE LARGE OFFICE SMALL OFFICE RECEP. (FEET) SYSTEM (FEET) TABLE 1014.3 c STOR. 1 103 I I 102 I 1 101 I I 100 1 V —• OCC CLASS SQUARE FT OCC CLASS SQUARE FT OCC CLASS SQUARE FT OCC CLASS SQUARE FT, COMMON PATH OF EGRESS TRAVEL A, E, FI, M, R, 51 200 250(B) v, I 104 I B 193 � _ B 247 B 216 I B 133 I B 200 300 (C) IA OCC CBLASSISQ RE FTOLE OCC LOAD 42LF OCC LOAD OLE OCC LOAD OLF OCC LOAD I / 100 2 100 3 100 3 100 2 WITHOUT SPRINKLER SYSTEM OLF lOCC LOAD, (FEET) (A)SEE THE FOLLOWING SECTIONS FOR MODIFICATIONS TO EXIT ACCESS TRAVEL DISTANCE m I 300 I 1 I I r - •. r•. - r r. 1 r • I OCCUPANCY WITH SPRINKLER REQUIREMENTS: III . OCCUPANT LOAD SYSTEM (FEET) V X30 >30 (B) BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION "' 903.3.1.1. OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEMS O1 B, S(D) 100 75 100(A)E-c ARE PERMITTED WITH SECTION 903.3.1.2. d A(C) 75 75 75(A,B) rb F7 1 FLS PLAN - LEVEL 10- FOR 51: 1 FOOT+304.8mm (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 a 1/8"= 1'-0" PROJECT ca (A) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE EGRESS PLAN WITH SECTION 903.3.1.1 COMPLIANCE: MAXIMUM TRAVEL DISTANCE- 77'-10" C co +J L (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE _, WITH SECTION 903.3.1.1 OR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC 3. EXIT OR EXIT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY u SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) LA CU C (C) FOR A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION COMPLIANCE: EXIT DOORS REQUIRED- 2 PERMIT SET m 1028.8. COMPLIANCE: EXIT DOORS PROVIDED- 3 O (D)THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL IN GROUP S-2 OPEN PARKING GARAGE SHALL 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2) WHERE A `^ NOT BE MORE THAN 100 FEET(30,480mm). BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE aN WITH SECTION 903.3.1.1 OR 903.3.1.2,THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS O COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 38'-11" DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DATE PROJECT NUMBER rn DIMENSION OF THE AREA SERVED. 08/22/19 192480 L▪i 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE VALUES GIVEN IN TABLE 1016.2 COMPLIANCE : MAXIMUM SEPARATION REQUIRED- 38'-8" SHEET NUMBER oai COMPLIANCE : MAXIMUM SEPARATION PROVIDED- 55'-1" u. eL .... ar1- 1 . 0 V a N a D 4n ai E rn MIC AEL G' AT .-3 N • PC LAND, OREGON �e 00 T-- No. 5725" tilt TM Ankrom Moisan DEMOLITION SCOPE 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 1. PARTITIONS, DOORS, RELITES & ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. T 503.245.7100 REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 2. REMOVE ALL POWER SIGNAL, SWITCHING &OTHER PERTINENT ITEMS FROM WALLS TO BE 1545 5TH AVE, SUITE 300 DEMOLISHED. SEATTLE,WA 98101 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW FLOOR T 206.576.1600 FINISHES AS INDICATED ON FINISH PLAN. _ 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR 1014 HOWARD STREET / DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID SAN FRANCISCO, CA 94103 _ Fit= DAMAGE TO EXISTING BUILDING SHELL/STRUCTURE. CEASE OPERATION AND NOTIFY OWNER T 415.252.7063 I I l I I ii I I 1 l l ,I I IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. ©ANKROM MOISAN ARCHITECTS, INC. I I I I �' S. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD u u i CONDITIONS MAY OCCUR WHICH WILL CAUSEA CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL NOT IN 02-07 I I I I CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR SOPSI I ` l = = = CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION S�02 Q8I BEING REJECTED BY TENANT OR ARCHITECT, (02-08) = 7i (02 08) 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. I _ _ _ �-- = COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH TENANT. I I (02 08 (02 08) I 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS.WHERE I I POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. IT = I REMOVE CONDUITS WHERE POSSIBLE. I I I I I II 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO I I 02-06 II I I 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 L , I I I I DEMOLISHED ENTIRELY, TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR I (02 08) II EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY `Qr 08) — — — CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE Q ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER FLAMMABLE WASTE z I I I I I MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT UI I SHAFTS, CHASES, FURRED SPACES, AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF I- II I,I I RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT, AND N D I I i _7_ I DUST. fiVI I I II_ _l_� _ I W Z I I 02-01 ) II z Z W p � 00 I ' DEMOLITION PLAN KEYNOTES u cn I I 02-01 DEMO EXISTING SINK/PLUMBING FIXTURES, CAP PLUMBING AS REQUIRED. DEMO CASEWORK, DO NOT (n ' SALVAGE. W W I I __I------) - = 02-02 02-02 ALL EXISTING CARPET AT OPEN OFFICE 111 TO REMAIN. PROTECT FROM DAMAGE. Z z II jj 02-05 02-03 ALL EXISTING CARPET TO BE REMOVED. PREP FOR NEW FLOORING, REFER TO FINISH PLAN FOR FLOORING II 1 11 _ ^�f 111 MATERIAL. (n U 02-04 EXISTING CASEWORK TO REMAIN, PROTECT FROM DAMAGE. 11 02-04 0 ll'l 02-05 EXISTING SINK/PLUMBING FIXTURES TO REMAIN, PROTECT FROM DAMAGE. REMOVE EXISTING FLOORING. M D (02-08) 02-05 02-03 02-06 CARPET TO BE REMOVED. PREP FOR EXPOSED CONCRETE AT NEW WAREHOUSE. CLEAN, GRIND,AND POLISH r� CO �`- — — r = � •■ _ EXPOSED CONCRETE AS REQUIRED. COORDINATE EXTENTS WITH FINISH PLAN. v I J (02-08) (1:-) ' °- a .1- ,---/ . (02-05) 02-07 EXISTING TRANSFORMER TO REMAIN. CONTRACTOR TO CONFIRM IF ADEQUATE - PROVIDE NEW IF REQUIRED. z CL _ 02-08 REMOVE EXISTING DOOR AND FRAME WHERE NOTED AS DASHED. SALVAGE FOR POTENTIAL REUSE.TYPICAL J J a (02-08) I (02-04) THROUGHOUT SUITES. 02-04 0 � � _ ) _ _ _ _ (02-04)--�.� I 102-09 REMOVE EXISTING RELITE WHERE NOTED AS DASHED. SALVAGE FOR POTENTIAL REUSE.TYPICAL I O z I (1:) .-o .----... .7-4-1 02-05 THROUGHOUT SUITES. 71" Q II II V o F- --(02-01 ) V) x— H (02-03 II lli II I I 02 0 L 02 O5 I I (02-09 II , h _C II I ��• ` REVISION DATE REASON FOR ISSUE (02-o8) -- E � I DEMOLITION PLAN LEGEND (02 09)\ (02-Q8) \j- [ \� _ i....:...0 I L L^ o �r I EXISTING WALL �, L1I 1II II i I 11 I II I WALL OR ITEM REMOVED vi II II II CT '_ _J I I H GLASS RELITE I) I I o r GLASS RELITE REMOVED - _ L., Ln cii ROOM NAME O ROOM TAG ! 101 LEVEL 1 DEMOLITION PLAN 0KEYNOTE ( 01 Q: 1/8" = 1' "-0PROJECT C LEVEL 1 DEMOLITION F I= C a) U vl Q7 C vs z PERMIT SET co0 U d 0 DATE PROJECT NUMBER 08/22/19 192480 v SHEET NUMBER Q L T-2 .O 2 CL III 0 a. OD N ARCA , rn 7EEAT N O N PO LANG, OREGON • aip �� No. 5725 O� OF 0 fAVti TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 T 206.576.1600 (LI.-Cit)----/- 01-06 01-06 44" 1014 HOWARD STREET SAN FRANCISCO, CA 94103 I1 - ! I ! ' T 415.252.7063 (N) FEC1 (N) FEC FLOOR P LA N SYMBOLS c0 ANKROM MOISAN ARCHITECTS, INC. (°� 0 01-01 FLOOR PLAN GENERAL NOTES INOTINJ [<01-01) SCOPE 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. EXISTING WALL S-- - 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT COMPLETION OF CONSTRUCTION. ® a 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI NEW INSULATED PARTITION STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT" OR EQUIV.) PRIOR TO FINAL WALL TO CEILING GRID A T-7.0 FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. WAREHOUSE 4. ALL POWER/DATA TERMINATIONS ARE NEW UNLESS DENOATED AS EXISTING. IF THERE IS EXISTING NEW WALL TO STRUCTURE (E) -�F— CONC. I 110 I POWER AND/OR VOICE/DATA RECEPTACLE(5)WITHIN 2'-0" OF NEW LOCATION, POWER AND/OR D 2 CONC. VOICE/DATA IS NOT NEEDED. T-7.0 GLASS RELITE - L) WAREHOUSE 109 ROOM NAME ROOM TAG 101 Q KEYNOTE (01-01) Z D +I-42'-3" LJJ H' , 1 9 _ /- W D i INTERIOR ELEVATION REFERENCE �A FLOOR PLAN KEYNOTES ' A101 1 IN, Vi 3 (N) FECO� - w z 01 04) I01-01 CONTRACTOR TO VERIFY IF EXISTING ELECTRICAL PANELS MEETS TENANTS REQUIREMENTS. \ ( 101-02 CONTRACTOR TO PROVIDE INSULATION IN NEW WALLS. Z Z_ IQ 101-03 VERIFY LOCATION OF ALL EXISTING FEC. RELOCATE AS REQUIRED. DETAIL OR SECTION REFERENCE — 1 W E +/ 6'-9"/ /e '1 101-04 CONTRACTOR TO PROVIDE & INSTALL 4'-6"W X 10'-10"H CUSTOM BARN DOORS. D g10V V J 01-06 D 01-05 NEW OR RELOCATED 3'-7' BUILDING STANDARD DOOR&FRAME W/ADA COMPLIANT LEVEL HANDLE - IA co PASSAGE FUNCTION. HARDWARE, REFER TO HARDWARE GROUP 1. WALL TYPE A VI 101-06 EXISTING DOOR TO REMAIN. PROTECT FROM DAMAGE. W OPEN OFFICE W (N) F 1 EC z d° ,/,i 11 101-07 PROVIDE BASE FEED INJUNCTION BOX AT WALL FOR FUTURE TENANT PROVIDED SYSTEMS FURNITURE, Z z �7 11 I 111 I DUPLEX RECEPTACLE _ ... - t 1 , MAXIMUM OF(4)WORKSTATIONS PER CIRCUIT(ADD ADDITIONAL AS REQUIRED). FINAL LOCATIONS TO 1 Lu 01 12> + m BE COORDINATED WITH TENANTS FURNITURE VENDOR. V) t 01 06 (E) OMEN'S Rr 01-11 '+ X01-10 NEW RELITE WITH 1/4"TEMPERED GLASS, 3'W. � # Q 107 II BREAKROOM T-6.0 -_ 4 FLEX RECEPTACLE 01-11 PROVIDE AND INSTALL RECESSED WATERLINE WITH SHUT-OFF FOR TENANT PROVIDED REFRIGERATOR. 1 COI 114 D 01-12 CONTRACTOR TO PROVIDE AND INSTALL ADA COMPLIANT SINK, SPEC: ELKAY LUSTERTONE STAINLESS v I:0 z Ls' i 1 fcgA,' STEEL 22"X 19.5" X 6" SINGLE BOWL TOP MOUNT ADA SINK#LRAD221960. FAUCET: ELKAY 8" EXPOSED VOICE/DATA OUTLET I I VI 2 @`1, �; `"��� 01-05 DECK MOUNT FAUCET WITH GOOSE NECK SPOUT AND 2 5/8" LEVER HANDLES, CHROME LKD2423BHC ...J Z o_ ENS Q OR APPROVED ALTERNATE, FIRE EXTINGUISHER CABINET& FEC FE ..J D I 108 I I Bo oo \ WALL MOUNTED FIRE EXTINGUISHER, I 77 I " - 0 ti") VI OPEN OFFICE 01 05� r. + �' — REFER TO PLAN FOR LOCATIONS. I p z ¢ 0 V rn F- 106 CIRC. I 01-06 ABBREVIATIONS p 1115 V) H ALIGN - —��• ' O MEN'S RR E EXISTING D N NEW Tie. � - - f.Il' ` OMEN'S Iii 112 4 rl.' RL RELOCATED V v .... X01 02> ` ' i113 - ' HARDWARE NOTES + IJ ` f I _ 44" MOUNTING HEIGHT A.F.F.TO CENTERLINE REVISION DATE REASON FOR ISSUE BACK ENTRY/ EXIT y - D DEDICATED 01 07 01 • 03�--� 105 1 8„Ci A A ^ 1. MAIN EXIT DOOR TO HAVE SIGNAGE ABOVE THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED a �� I I ` o_- WHEN BUILDING IS OCCUPIED" r r - i o 01 06 )101-10) (01-10)`,� (01-06 / (01 05), �� 2. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA KEY, SPECIAL KNOWLEDGE OR tn SMALL OFFICE A (oi-o6 RECEP. - FORCE. r 7 A 103 N HARDWARE GROUPS c 5 TY LARGE OFFICE . 1 SMALL OFFICE 100 f 3. ALL HARDWARE IS ADA COMPLIANT. CU LT 7,0 ` o + 102 4 1 101 I GROUP 1 INTERIOR PASSAGE A 4. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. ✓ ALIGN o 15 A NEW HARDWARE TO MATCH BUILDING STANDARD -- v Q LEVER SET- "PASSAGE"TYPE m -L _ Qv.. FLOOR STOP -c 5T0R. 5 SILENCER TYP. DOOR A N D FRAME NOTES RE USE(E) HINGES "' T-7.0 6, I 104 I 1. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE REUSE. +/-14'-3" +/-20'-2" +/-16'-9" GROUP 2 BARN DOOR O f' / N LEVEL 1 FLOOR PLAN0 N 1/8" = 1'-0" PROJECT LEVEL 1 FLOOR PLAN C F- 4J C N U ILIA a) C .6 PERMIT SET co v) 0 in 0-, Fc a to DATE PROJECT NUMBER L N 08/22/19 192480 u SHEET NUMBER 0 a v T-3 . O cc U 2 a_ O N (7) MIC AEL G' AF O O • N N PP LAND, OREGO • �,...A. No 5725 Q' 7,4' OFi 14A TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE,WA 98101 T 206.576.1600 1014 HOWARD STREET 1 1 I I ____, 1 1 1 I SAN FRANCISCO, CA 94103 5.252.7063 I I I ! I I I -I I I I I ___-_r____-_r_ ir-T-1-1---r-1--1--111--4-7-±---1-- T© 1ROM MOISAN ARCHITECTS INC. NOT IN I i , / 4 1 1 1 111 / i I—I-- -- __i _ 1+- _-i---.1_-+- € = DEMOLITION RCP SYMBOLS SCOPE 1 1 1 1 1 1 1 I 1 �� 1 ' r DEMOLITION RCP GENERAL NOTES - - - I 1 1 1 1 / I 1 I I / I I 1 1 ! I 1 1 1 I 1 1 1 1- +— —+— — ---I+----+—- -- _ -+ I I f I I Tr T T T I- 1 — 1 —$ — — 1. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.O.N. 1 / IIIIIII I 1 III 1 I I 1 1 1 f 2, SALVAGE REMOVED LIGHT FIXTURES TO BE RELOCATED, I E I I I I I I 1111111 1 II E� +- -+- +- -17--4-1 + I� --1 —_=1 --+- r-t- - I --+- -+- 3, DO NOT SALAVAGE 1X4 LIGHT FIXTURES TO BE REMOVED U.O.N. EXISTING LAY IN LIGHT FIXTURE -E I I ! I I I rr-� �� I I I 4. SALVAGE REMOVED CEILING TILES IN GOOD CONFITION FOR BUILDING STOCK _ w - w w - w — w I I I 1 I IL/_Il I / I I / I I I 1 I f III I _illi .1- I Iy -III -il 5. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN.r +- 1 -+- �--q - +- +1 +- -+- -+--- 1 I I ' I I I II I I I I --rill-- I 1 II I I I I II / 1 I I I I I I I 1 I I I IIII I 1 I I _ I I I 1 11 I 1 1 1 EXISTING GRID TO BE REMOVED I I- 07-02 -T-----TI ! -j---' - +- 1 I --1-11 -“-H--1--I-T-- —1 I1 1 1 1 / I / I I I I I / I+ _K____i_ ri_ I I I I 1 1 1 I 1 I I II I I 1 +__L„.____.4._, I I I I 1111 I I ILII I I I 1 - 1 -1 — I — Q I T___ / 1 1 . 1 I I / 1 1 1 I I I I 1 i l EXISTING GRID AND TILES TO REMAIN I _ I 111111 I III 1 ! III 1 1 DEMOLITION RCP KEYNOTES Z F +- -+- +-.--+ --+- --+1 +-- -+-+- : -1--- / I +-- w - - - - I I I I 1 11 I I I I I I 11 I I I 07-01 EXISTING CEILING TO REMAIN.TYPICAL THROUGHOUT U.O.N. F- + 1- + ± 1 1 -F- +- +- +-- I+ - I I I _ _ __I I ! I / I I I I I I I I / I + + -�. + - 07-02 REMOVE EXISTING CEILING GRID, PREP FOR OPEN CEILING TO STRUCTURE. EXISTING VISIBLE � \ TiI / � f I - nI I I I +- ----+-+--�- -+-- LATERAL WALL BRACING TO REMAIN. DEMO EXISTING LIGHT FIXTURES, SALVAGE FOR REUSE. REMOVED LIGHT FIXTURE — \ f..L VI T T T T -'I 1 1 1 1 1 1 1IL I / I I I I I I I I I 1 1 I I I I 1 I 07-03 EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED TILES. EXISTING LIGHT FIXTURES TO W Z I I I I I I I I I I I I I I I I f f _ _ REMAIN, RELOCATE AS REQUIRED. - W W NJ W LU +- - �� -+'-+ +_+J -+--+-•- —+-+— +- 0 - - - - - - I 1 I I I II � II I II 1 07-04 EXISTING ACT& GRID TO REMAIN. REPAIR ANY DAMAGED TILES. DO NOT SALVAGE LIGHT FIXTURES. Z Z I I I I I / I I I 1 / I 1 / II I / I I SMALL SECTION OF NEW ACT&GRID W/EXPANSION I 1 I I I II II I I I1 07-05 REMOVE EXISTING CEILING GRID, TILES, & LIGHT FIXTURES. PREP FOR NEW GRID, RELOCATE LIGHT JOINT BETWEEN PREVIOUS SUITES W [] —+-----71--+—+- - -+-+-- — -+-+- -=—+—+---'1,---- —+-- FIXTURES WITH NEW GRID. REUSE TILES THAT ARE IN GOOD CONDITION, REPLACE AS REQUIRED. 1 [ 1 . V J_ I I I I I I I I I I I I ! I I I I I 1 NEW CEILING TO BE AT 12'-0"A.F.F. OR AS HIGH AS POSSIBLE WITH EXISTING HVAC TO REMAIN AS I / I I I I I I I I I I I ! I I I ! I I D I I I I I I I I I I I I I I I I I 1 I IS. (,n m -+I -'-+- +- -+-+-+-1-1--i-“-t-i- - + + - -+ +- -+-+- -+- EXISTING GYP. BOARD CEILING TO REMAIN — ! I I I I I I I I I I I ! 1 1 07-06 NEW ACT&GRID WHERE EXISTING DEMISING WALL IS BEING DEMOLISHED. V] I II r .. 1 I I I I I / III I / III I / I I / I 1 W W II I I I I I -J-1-- I 1 ], 1 I I I I Z Z 7PI II 7 LI: I / Al / 1 '—+- I I I I I -1,\\-+- I I -`-+; I I -+-i- I 1 - +- OPEN TO STRUCTURE I I I IJ / / / I I I / I I I I I 1 1 1 11 I r—^ w LI f u I, 1 1 1 1 1 1 I I I \107 05, f 1 1 I I I 1 �/ , ll07 01L—=--F-+- +�-- -+-+ -+-+- -+-+- + -+-- Q IPI I I 1 I I I I I I I - I I - nI. I M p l/') 4H — — — <; / 1 I I I I / I I I / I I / I I / I AREA NOT IN SCOPE CO 0:1 -- = ir— I I 1 I I I I I I I I I I f I,/ T� — 1 I f I I I I I 1 I I I I I I I I I J 1 III 0703 / I f / I I I I I I 1 J I I I I I I I I i 1 07-01) - 1 I 1 1 I I 1 1 ! I I I I I I I I I J Z 0- 1I � � I nI 1 I I �i I ABBREVIATIONS — / / " II / I I I / I O ll1 111 07 04 1 1 ! I �/ I I I I E EXISTING O Z [1NEW LII �: _ I 1 1 1 1 I 1 1 I I I I IRL REOCATED V m 1-11 II / I I 1 1 1 1 ! I I I I I I •__ II • V) o 1 I 107.06l L 1/—< 1 ''---": 07 01 11 t( U _ii_cDI f II (07-0.4T) / REVISION DATE REASON FOR ISSUE Ll r - - - -1 / I / 1 V- _� I ... . , , 1 ri IT - Th- I I ul - L� -I 07104 r �07-03) ?II AII II ---I-7 / / / / / / 1 a 'id IIS fri JJ II (07-04) \ /07-06; m 0 r u 0, c O NF LEVEL 1 DEMO_REFLECTED CEILING PLAN 0 TD 1/8 = 1 0 PROJECT c LEVEL 'I DEMO RCP iT Y atc v U Wyly' c = PERMIT SET m u, D s u ocn , O 43 DATE PROJECT NUMBER 08/22/19 192480 4 SHEET NUMBER 0 L T-4. 0 2" ai NQED 4RC. N MEC AEL G AT O PO LAND. OREGON • OCZ ,e,.1). No- 5725 Q4 A ft TM Ankrom Moisan • 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE,WA 98101 T 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 � ' 3 r1 i REFLECTED CEILING PLAN SYMBOLS 7415.252.7063 Ee N REFLECTED CEILING PLAN GENERAL NOTES ©ANKROM M015AN ARCHITECTS, INC. NOT IN _ - 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. $ SCOPE 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. SWITCH I I 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. $3 =J 4. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION 1613.1) THREE-WAY SWITCH I I 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS,AND MOTION DETECTORS AS S os Z z Z NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR I I — — TO DEMOLITION. OCCUPANCY SENSOR WAREHOUSE 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW "' "' "' — w — w I 110 NECESSARY CODES AND REGULATIONS. EXISTING LAY IN LIGHT FIXTURE (04-02) 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. (E) WAREHOUSE _ _ 8. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWING AT COMPLETION OF LIGHT FIXTURE WITH NIGHT LIGHT/ CONSTRUCTION. EMERGENCY CIRCUIT 109 I 9. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. r (04-02) 10. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE NEW LAY IN LIGHT FIXTURE ". LATERAL FORCE BRACING. L11. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING Q Z z Z TO POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED RELOCATED LAY-IN LIGHT FIXTURE IRL� Z AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) W 12. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. ' ' 13. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 314 OF AN INCH. ! I:e VI N SMALL SECTION OF NEW ACT&GRID W/EXPANSION W Z JOINT BETWEEN PREVIOUS SUITES 1 l7 W Lu Lu u.3 _I LU .Z - - -- cl ;� '�----- - ...__ J Z — — -- ' W I EXIT SIGN WITH BATTERY BACKUP AND 1--`► V OPEN DFFIC REFLECTED CEILING PLAN KEYNOTES DIRECTIONAL ARROW. PLACE UNITS WHERE 1 1 04-01 EXISTING ACT&GRID TO REMAIN. REPAIR ANY DAMAGED TILES. LINE OF SIGHT TO NEAREST EXIT IS �� I Z 04-02 OPEN CEILING.VISIBLE LATERAL WALL BRACING AS REQUIRED. OBSCURED. E E f IIIBREAKROOMLLI LU 0403 NEW GRID WITH RELOCATED LIGHT FIXTURES. REUSE TILES THAT ARE IN GOOD CONDITION, EXISTING GYP. BOARD CEILING TO REMAIN Z ` -- I FT ,__I ; REPLACE AS REQUIRED. NEW CEILING TO BE AT 12'-0"A.F.F. OR AS HIGH AS POSSIBLE WITH J 114 W Z ] WQM a. ;�- U EXISTING HVAC TO REMAIN AS IS. 107 �04 01 � �I �� _ 04 04 CONTRACTOR TO PROVIDE A TRANSITION STRIP FROM ONE CEILING GRID TO THE NEXT. I ABBREVIATIONS =in Q OPEN OFFICE izA , a zd- E EXISTING CO D - - I / N NEW m 106 -" iE I i RL RELOCATED J �_ J ; 0401�� lEcalCL /: ,...A, i - N ImiJ Z CL JI L t _ �} MEN'S RR -- , J C O 108 I - I CIRC. E E I/ L ) to 0 j -RvAlif ii 1 115 I - L = m Q . 1 TA ,;' ii c. E IE O F-- (E) \ OMEN'S. R j ' I I �)MEN'S K 113 04.04 I 1112 Z i—I !a:E E Z 1 i/1°NI i � REVISION DATE REASON FOR ISSUE . i i i II N . i Q BACK ENTRY/ EXIT ,.... • E N , 4141 Lri 105 E /__ I SMALLOFFICE LARGEI RECEP, OFFICE _ I102J SMALL OFFICE 100 a� 0401 04 01 —�. Jam.. 1 Q1 04 01 , STOR. ' , . ' -) 1 FAC > FA // 104 .... } l — . ._. L 04-01) E, m l � r. r. Vi fl U u M Fe N LEVEL 1 REFLECTED CEILING PLAN 0 n1/8" = 1'-0" PROJECT n LEVEL 1 REFLECTED C ash CEILING PLAN c u in cu c PERMIT SET co v, 0 u l!1 Fe co DATE PROJECT NUMBER N 08/22/19 192480 SHEET NUMBER u as T-5 . O ce U - �DAR N C a; 16'-3" 1 �Ofj' N t © TYP. (13)EQ. C.... MIC ti11C AEL%GEAT 5 I y P 1: PAINT, MAIN ,__� S4�Y�' � T-6.0 0 I I PO LAND, OREGON N n /\ i\ /� 7-\ /-\ \ PL-2: PLASTIC LAMINATE,VERTICAL 00 / \ / \ / \ / \ / \ / \ SURFACES j, No. 5725 O / �/ \/ 97H OF �0 N \ /\ X X /\ X / BUILDING STANDARD ADA COMPLIANT \ / \ / \ / \ / \ / \ / / DISHWASHER \1 \/ \/ \/ \/ \_/ / _—�� TYP I �p 4 TYp. PL-1: PLASTIC LAMINATE, HORIZONTAL _ - _ _ - 1 L.' 6 3 — SURFACES&4" BACK SPLASH _ - - "' v T-6.0 T-6.0 T-6.0 �,i- PL-2: PLASTIC LAMINATE,VERTICAL "' �� �� , �� SURFACES - -- / / / / \ PROVIDED REFRIGERATOR -_ .= - TM - TENANT __ -__ < __ _ >< – E - - > —> �/ I / A M N \/ 1 \ / / B-1: RUBBER WALL BASE __` 'f -=S _ o •_ I I DwOR 97209 EST DAVIS, SUITE 300 PORTLAND, 00 -, 2'-0" � 3'-0"CLR. / 4'-0" � 3'-0" / 4'-0" •",* 3'-3" / T 503. 45.71 VFY.W/MFG. ADA (3)EQ. (2)EQ. (3)EQ. CLR. 1505 5TH AVE,SUITE 300 SEATTLE,WA 98101 116 BREAKROOM NORTH ELEVATION CUSTOM FABRICATED CASEWORK INFORMATION, T 206.576.1600 1014 HOWARD STREET 3/8" = 1' 0" CABINET BODY SAN FRANCISCO, CA 94103 -3/4" MDF UNLESS NOTED AS PLYWOOD ON DETAIL WITH PLASTIC LAMINATE FINISHED END PANELS, T 415.252.7063 FACE,&EDGES. -1/4" MDF BACK WITH MELAMINE. ©ANKROM MOISAN ARCHITECTS, INC. -MELAMINE FIXED BOTTOM SHELF. FACE OF WALL ADIUSTABLE SHELVES -3/4" MDF WITH MELAMINE WITH MATCHING EDGEBANDING AT FRONT EDGE. -PROVIDE(4)MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS. 2'-1" FACE OF WALL COUNTERTOP AND / 1' DRAWERS FACE OF WALL.(PROVIDEBACKSPLASH PER SPEC - 1/2" MDF WITH MELAMINE SIDES, BACK,AND FRONT WITH MATCHING EDGE BANDING.- CONTINUOUS WALL BACKING 2'-1" �� �, _ _ 1/4" MATCHING BOTTOM,TYP. TOP&BOTTOM OF CABINET) 1'-0" COUNTERTOP AND BACKSPLASH _ 3 1/2" HANGER CLEAT AT �I PER SPEC DOOR&DRAWER FACE TOP OF CABINET \ ' -3/4" MDF WITH PLASTIC LAMINATE FACE AND BACK WITH MATCHING EDGE BANDING. �- . ,•_r = � ,i HINGE *PULLS PER SCHEDULE. SEE G= I t 4" RAIL AT TOP AND BOTTOM -BLUM FULL OVERLAY, 120 DEGREE [p ill ; TYP. PULL LAYOUT FOR I • OF CABINET 1O = _ PLACEMENT �J • �,� -FINISH: NICKEL PLATED Q 10 3/4" ° zCII • • *PULLS PER SCHEDULE.SEE s-- ! PULLS Z - d' FULL DOOR • -HAFELE, MODEL NO 117.50.610 LLI TYP. PULL LAYOUT FOR 1 IP n II \�� PLACEMENT 1 -FINISH: BRUSHED STAINLESS STEEL ~ 4 RAIL AT TOP AND BOTTOM E L �/ I— v) •; "' DRAWER GLIDES I..L. o • OF CABINET ° • W P • • • o -GALVANIZED STEEL CONSTRUCTION, BALL BEARINGS SEPARATING TRACKS. Z J ; ADJ SHELVES - - �\ ; N - -ACCURIDE, MODEL 3832 100LB OR EQUIVILENT Immm z W • • 0 1, Z Z 0 • • F= ,- SHELF RESTS: V..I E. w i II II N • • ^ 1 8 1 -KNAPE AND VOGT MANF.CO., MODEL NO 346 SHELF SUPPORT PINS. I; ; ° 4"RAIL AT TOP AND BOTTOM �� -FINISH:ANOCHROME. LL; •• °• ; OF CABINET 0' Vf) CO a ° - il DOOR STOPS: ' ILI ° FIXED BOTTOM SHELF • - - W W ]-.:.,CII ° -AT END CABINET UNITS PROVIDE NYLON CORD AT TOP OF INSIDE CABINET DOORS THAT IS ATTACHED a2 I �1sp) : • BASE PER FINISH SCHEDULE *PULLS PER SCHEDULE. Y �J • ``\ E-• - - - - - - - , - - = TO BOTTOM OFTHE CABINETTO PREVENT DOOR/DOOR HANDLE FROM HITTING ADJACENT WALL. SEE TYP. PULL LAYOUT FOR BASE PER FINISH SCHEDULE • i Z uj Z PLACEMENT • -� f v BACKSPLASH AND COUNTERTOP PER FINISH SCHEDULE \� FINISHED FLOOR-SHIM AS N Q FINISHED FLOOR-SHIM AS . ` ,` 3.. D t/'1 REQ TO LEVEL 'N ,----------z------4".- ,/ ,, CO 4" RAIL AT BOTTOM OF �;, ` (2)CONTINUOUS 4" H BASE RAILS ALL CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI PREMIUM CO CABINET N (2)CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24"OC STANDARDS UNLESS NOTED OTHERWISE. J 2 J ! WITH STRETCHERS AT 24"OCZ 0- 2UPPER CABINET WITH DOOR LOWER CABINET WITH DOOR LOWER CABINET W/DRAWERS CASEWORK CONSTRUCTION INFORMATION O 1 1/2"= 1'-0" 1 1/2"= 1'-0" I m Z 1 1/2"= V-0" 1 1/2"= 1'-0" V V) O I- coREVISION DATE REASON FOR ISSUE u V v a) a; I_ ° FACE OF WALL --_________ UPPER-4" PULL trl T-0"MAX A ro ADA FAUCET AND SINK / ►; PER FIXTURE SCHEDULE .1 - - - - Y c BACKSPLASH AND II 0 COUNTERTOP PER • a, SCHEDULE • -miI I c I 213/256"256" m I q- c- 5 *PULLS PER SCHEDULE. SEE - TYP. PULL LAYOUT FOR —�-� a, PLACEMENT DRAWER-4" PULL:CENTERED DCII /� \ v 4" BACK RAIL a N °rte' WRAP SUPPLY AND DRAIN ; --\--- od > PIPES WITH INSULATION d o' v) o \ ELEVATION & . EQ EQ +� CV N � CASEWORK DETAILS a, PLASTIC LAMINATE INSIDE u FACE AND EDGES v ALLOWABLE EQUIPMENT 23/213/2 " v, AREA �` 1 PERMIT SET c � \ _ °�° ATTACHED TOE KICK TO DOOR L FINISHED FLOOR AND BASE \ / _ _ 6 BELOW SINK PER SCHEDULE `t /� ` .I, \ .I, 4 �/ n V , 3" I, LOWER-4" PULL DATE PROJECT NUMBER crN 08/22/19 192480 t) 6 A. D.A. SINK W/ATTACHED TOEKICK TI – CASE – TYP. PULL LAYOUT r.° --__T-__= - •_,__0-__=_L_-_„.__-_-_Ls-____-______.__ - a` 1 1/2"= 1'-0" 1 1/2"= 1'-0" as METAL STUD TABLE-MAX WALL HEIGHT 1/240 N MAX WALL HEIGHTCV � �'D C., rn STUD GAGE STUD DESIGNATION SPACING a No NON-COMPOSITE COMPOSITE BRACED AT 48"OC 7ESAT �' ev SIZE o (E)STRUCTURE /\/ c'l " 25 250 S 125-18 16" 12'-10" 9'-8" Po LAND. OREGON 1/4 HILTI KH-EZ 1 1/4 EMBEDMENT 2 1/2 24" 11'-3" 8'-2" ' ��, No. 5725 TRIM FLANGE, BEND WEB AND AT 2 FEET O.C. INTO STRUCTURE FASTEN TO STRUCTURE W/ (E)STRUCTURE 20 250 S 125-33 16" 14'-3" 12'-1" I ��' OF ���' pp 1/4"X 1.625 EMBED HILTI KH - x'6'6`6 1/2"ACOUSTICAL SEALANT JOINT,TYP EA 24" 12'-5" 10'-6" i i rV " 25 362 S 125-18 16" 15'-2" 11'-4" SCHEDULED PARTITION — __ �_ EZ @ 24"O.C. ." SIDE. USE FIRE SEALANT RATED WALL. 3 5/g -----\/\/\--- ' J-MOLD EDGE,CONT 24" 13'-2" 9'-3" i _ _ 16" 17'-5" 16'-1" 16 GA X 4"SHEET MTL. \ _ ` 18 GA LONG LEG DEFLECTION TRACK SET IN(2) 20 362 S 125-33 24" 15'-3" 14'-0" ANCHOR TO VERTICAL i I = LATERAL BRACE,4-0 O.C.ALTERNATING - �� CONTINUOUS ACOUSTIC SEALANT BEADS. 600 S 125 18 16 20'-1" - FRAMING WITH(2)10# [tiT : t' A �.� , DIRECTIONS PER LATERAL BRACING — . - 6 25 -4 ♦ h � ��♦-` DETAIL. ACCDPTABLEEALTERNATIVE.MS K"TOP TRACK 24 16-4 SCREWS PER _- _- i o 0 0 o t o 0 0 0 0 - __ 600 S 125-33 16" 25'-6" 23'-11" �, SOUND BATT INSULATION EXTENDING MINERAL FIBER INSULATION 20 24" 22'-3" 20'-5" CONTINUOUS CLEAT TM i:. .., ;,...;. ..- ,-,•. � ; -- •- :�•-�•,.•.. OR SIM.ALIGN WITH � -...a...1_________„. / � =_ - __� � �- 1 4'-0"OF EACH SIDE OF WALL m M STOP STUDS SHORT OF TRACK TO ALLOW VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES SHEET MTL BACKING. i i i-- _ f rQ t t , ! i_0 • IN SYSTEM S 0 0 0 0 0 0 FOR DEFLECTION SUSPENDED ACOUSTICAL CEIL G `` FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48"OC SECTIONS IN DO NOT SCREW STUDS TO TOP TRACK TO INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF L/240 NEOPRENE FOAM TAPE,CONTINUOUS � SCHEDULED EQUIP OR i i ALLOW FOR DEFLECTION 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM ACCESSORY — 38 NORTHWEST DAVIS,SUITE 300 GYP BD CASING BEAD BOARD ON BOTH SIDES WITH#6 TYPE S DRYWALL SCREWS SPACED AT 12"OC MAX PLANV SECTION PORTLAND, OR 97209 SUSPENDED CEILING SYSTEM FOR STUDS AT 24"SPACING AND 16"OC MAX FOR STUDS AT 16"SPACING. T 503.245.7100 __ __ TRIM FLANGE, BEND WEB AND FASTEN •. 2 INCH CLOSURE ANGLE, OR APPROVED 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING ' TO TOP TRACK W(2)#6 S.M.S.THRU ALTERNATE OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48"OC 1505 5TH AVE,SUITE 300 NEOPRENE FOAM TAPE SECTION VALUES. (A)TYPICAL WALL BACKING FOR OBIECTS UNDER 25 LBS/LINEAL FT. SEATTLE,WA 98101 R _ :_ (1)LAYER 5/8"GYPSUM BOARD ON EACH GYPSUM BOARD, ONE LAYER EACH SIDE SIDE OF STUD T 206.576.1600 CEILING WIRE ATTACHMENT SOUND BATT INSULATION,WHERE NOTED �" 1014 HOWARD STREET SCHEDULED PARTITION /\/ SOUND BATT INSULATION CONSTRUCTION TYPE FASTENER �� SAN FRANCISCO, CA 94103 METAL STUDS,SEE MTL.STUD SCHEDULE FOR GAGE,SPACING,AND HEIGHT. METAL STUDS,SEE MTL.STUD SCHEDULE WOOD 1/4"x 3"SCREW EYES ADDITIONAL BLOCKING i i — T415.252.7063 FOR GAGE,SPACING,AND HEIGHT. STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW AT UPPER CABINETS, ©ANKROM MOISAN ARCHITECTS, INC. 0.157 HILTI XU POWDER ACTUATED DRIVE PIN 1 1/4" EMBEDMENT AT4 FEET 0.C. INTO DECK 0.157 HILTIXU POWDER ACTUATED EYES. SHELVES; ETC. \ I DRIVE PIN 1 1/4" EMBEDMENTAT4 POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. �/ 16 GA MTL STUDS AT EA - — • ACOUSTICAL SEALANT AT FLOOR SLAB y SIDE OF BACKING PLATE, 1 FEET O.C. INTO DECK POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4"METAL HIT ANCHORS. I TYP STC RATING 45-49 �/ ACOUSTICAL SEALANT AT FLOOR SLAB atzuna WITH INSULATION r ^ NOTE: ....,, X 16 GA UN-PUNCHED THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY SHEET MTL TRACK. NOTCH i WITH AUTHORITY HAVING JURISDICTION FLANGE AT VERTICAL i WALL - TYPE A - TO GRID WALL - TYPE D - NOT RATED WALL - FRAMING SCHEDULE FRAMING AND 10SCREACH WITH(3)#10 SCREWS AT EA 1 1/2"= 1'-0" 1 1/2"= 1'-0" 1 1/2"= 1'-0" A STUD.ATTACH TO(2)STUDS MIN AND EXTEND 6" PLAN / MIN BEYOND POINTS OF SECTION CONNECTION. CONTINUOUS CLEAT . OR SIM.ALIGN WITH SHEET MTL BACKING. ^ Q SCHEDULED EQUIP OR --------:2-- ----- � / W LATERAL WALL BRACE ABOVE 4 ACCESSORY CEILING.ALTERNATE DIRECTIONS RESILIENT CARPET %j ~ EXISTING ALUMINUM WINDOW TR RE `\ 16 GA MTL STUDS AT EA SIDE H F k �/ VI TOS UCTU FLOOR �/ fi. t/) \ I SYSTEM PER ASCE 7-10 SECTION 13.5.8.1 / CENTER OF DOOR BACKING PLATE,TYP W Z \ STEEL STUDS WITH GYP BD ♦♦�♦ (WHERE APPLICABLE) >,:,,,,,,/'---4,\ EACH SIDE ��'�� RESILIENT FLOOR PER SCHEDULE 6"X 16 GA UN-PUNCHED SHEET , FINISHED SILL BELOW- ♦«♦♦ MTL TRACK. NOTCH FLANGE:ITU � ��\ WNOTE: ALL SILLS TO BE 7 / v ♦,���� VERTICAL FRAMING AND ATTH / uJ INSTALLED BEFORE INTERIOR 0 ♦�♦�♦ . WITH(3) 10#SCREWSATEAD. / I /- / 'WALLS. DO NOT CUT SILLS FOR A� �♦�«�.� ATTACH TO(2)STUDS MIN AND �/ in CO \ I p MULLION CLOSURES OR WALL �,���� _ FLOOR FILL TAPER 1/8" PER FT EXTEND 6" MIN BEYOND POINTS Lu r\ I INTERSECTIONS. / :�:«�� /AS REQUIRED OF CONNECTION �� W W ®_----- I-----4 --- -------- -------INTERSECTIONS. L -- ---- -i --- -------- ------- , .�♦���♦� Z Z I D'- ♦�♦���♦� / CARPET ISOMETRIC j = �J= I FULL HEIGHT MTL STUD AT FACE - \ I OF EXISTING SILL STUD �♦�+4 Q \ ♦�♦�►✓;4 f B)TYPICAL WALL BACKING FOR OBIECTS WITH MAXIMUM VERTICAL LOAD OF 100 P - ♦.���♦� LBS/LINEAL FT OR 250 LBS POINT LOADCo cop \ 050"ANODIZED ALUMINUM TO �\ i� r_ III i /1 I ) INS I NOTE: VI 2 >-. MATCH WINDOW FRAME, FULL . �� / r--�� CL 1. COORDINATE BACKING PLATE LO::::GTFHRAA::::YRHMEAAvN:MR OUNTING — J HEIGHT TO WINDOW. / PARTITIONS ' INSTRUCTIONS. Z : 2. SEE STRUCTURAL ENGINEER FOR LOADING. NEOPRENE GASKET WITH '- TRANSITION STRIP 3. PROVIDE BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, RESTRM 0 c - in \\ I ACOUSTICAL SEALANT EACH LATERAL WALL BRACING IN LIEU OF ` _ _'• FIXTURES, HANDRAILS, GRAB BARS,SIGNAGE,TOILET ACCESSORYO SIDEBRACING ABOVE CEILING. PROVIDE •.y . . CONCRETE SLAB I d- , Z ADJACENT WALL FRAMING FOR ANCHORAGES; ETC.AS REQUIRED FOR PROPER ATTACHEMENT AND AS r m Q REQUIRED BY THE GC. V O ~ LATERAL SUPPORT OF WALL. (i) I--- WALL - CLOSURE - AT MULLION WALL - LATERAL BRACING RESILIENT FLOOR TO CARPET TRANSITION TYP BACKING , 5 3"= 1'-0" 1 1/2"= 1'-0" 1 REVISION DATE REASON FOR ISSUE a .n a) ,_ Q Q z C 17 a) C a) U N a, a) c N Ca VI U VI Cil Fe O a0 N a1 5 Q WALL & FLOORING v, 17 DETAILS a) V C a) u tri in a) c v) = PERMIT m v, -0- .c lJ N 01 co DATE PROJECT NUMBER cs N 08/22/19 192480 VI .L° _____--____:-_ ___i_=________-__________-_-:--__::1'_ -__.-0--- --__i__L:if______,il_i 1:-_- .45 ce lJ 2 0 .4- a; �OD C N N oNOTES: / SPREADER BAR / Mic aEL c YE� ,.., 0 O PO LAND, OREGON 00 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC193". CLOSURE ANGLE �� No. 5725 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308" .. .. HANGER WIRE 9��, OF 0�� 3. POWER ACTIVATED FASTENERS(PAF): THREE(3)FULL TURNS WITHIN A. MUST HAVE CURRENT ICC-ES REPORT WHICH IDENTIFIES THE REFERENCE 4/. THREE(3)INCH MAXIMUM CODE. POP-RIVET 8'M NO ATTACHMENT 8'� _ _ - _ - _ _ _ B. CANNOT BE INTENSION. FASTEN TO STUDS FASTEN TO STUDS C. REDUNDANCY REQUIRED. MINIMUM 3 PAFS INSTALLED IN ANY APPLICATION. MAIN CEILING GRID RUNNER MINIMUM SPACING SHALL BE PER PAF LISTING. ' CLOSURE ANGLE ,' I - D. INTERIOR WALLS: INCREASE FACTOR OF SAFETY TO 2:1 MIN.(50%OF LISTED 0 FASCIA MOLDING OR SIMILAR, a = _ _ VALUE)OR AS RECOMMENDED BY MANUFACTURER. 0 0 COLOR TO MATCH GRID ■_-- =__ . �j NO. 12 GAUGE PERIMETER 0 NO. 12 GAUGE PERIMETER 9 9 A E. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. ,9 9 MF. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE 0 a HANGER WIRE ��40k e a HANGER WIRE _- =-` _ - _ __-_ -__-- -` ___ ADOPTION OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE. 0 I Il `I -- _-_1 --f-----An- _- 1 1 O_�S�-- _ __ MAIN RUNNER MAIN RUNNER 0 0 o 0 0 0 ' 0 o o .. _ 4. STATEWIDE ALTERNATE METHOD: _ = SCREW ANCHORS: IN THE ABSENCE OF AN APPROVED ICC ES REPORT UNDER THE A° 0 ��� 0 mo ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■�1 11111 ■■■■!■ ' _ �eeeaee�e� --� - �' NEW ICC ACCEPTANCE CRITERIA,SCREW ANCHORS MAY BE USED SUBJECT TO THE 0 38 NORTHWEST DAVIS,SUITE 300 0 0 FOLLOWING: 0 0 PORTLAND,OR 97209 A. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED. REQUIREMENTS: 0 REQUIREMENTS: 0 / 3/4"� T 503.245.7100 B. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING • GRID SYSTEM RATING : HEAVY DUTY GRID SYSTEM RATING : HEAVY DUTY MIN CODE OR 2000 INTERNATIONAL BUILDING CODE, DESIGN SHALL BE BASED ON • CLOSURE ANGLE:2 INCHES • CLOSURE ANGLE:2 INCHES 1505 5TH AVE,SUITE 300 • ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT • ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT POP RIVIT TO GRID, SEATTLE,WA 98101 50%OF THE VALUE LISTED. COLOR TO MATCH GRID C. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER WALLS WITH POP RIVETS WALLS WITH POP RIVETS T 206.576.1600 THE NEW ICC ACCEPTANCE CRITERIA PER 2009 INTERNATIONAL BUILDING • PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE • PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE ACOUSTICAL CEILING TILE CODE, DESIGN SHALL BE BASED ON 80%OF THE VALUE STATED IN THE TO MAIN RUNNER AT PERIMETER AT UNATTACHED TO MAIN RUNNER AT PERIMETER AT UNATTACHED 1014 HOWARD STREET REPORT. A COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION WALLS WALLS NOTE: REQUIRED BETWEEN EACH 2,500 SQUARE FOOT SAN FRANCISCO, CA 94103 HAVING AUTHORITY. • SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS • SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS CEILING AREA OR PROVIDE WALL THROUGH CEILING GRID. T 415.252.7063 D. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED. THIS ALTERNATE AND CROSS RUNNERS AT UNATTACHED CONDITIONS AND CROSS RUNNERS AT UNATTACHED CONDITIONS IFA SEISMIC SEPARATION IS REQUIRED,AN APPROVED PROPRIETARY ©ANKROM MOISAN ARCHITECTS, INC. •METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN REVIEW PRIOR LATERAL BRACING LATERAL BRACING JOINT MAY BE USED, OR THE GENERIC JOINT DETAILED HERE.THE TO MAY 1,2009. • PERIMETER SUPPORT HANGER WIRE • PERIMETER SUPPORT HANGER WIRE AMOUNT OF FREE MOVEMENT SHALL BEA MINIMUM OF 3/4". CLG - OR ANCHORING NOTES WALL ANGLE ATTACHED WALL ANGLE UNATTACHED GRID SEISMIC JOINT 1 1/2"= 1'-0" 3"= 1'-0" 3"= 1'-0" 3"= 1'-0" • NO. 12 GAUGE SUPPORT COMPRESSION POST AT WIRE AT 45 DEGREES 12 FEET OC EACH WAY FOUR WAYSt. © TMP 4 TMP gs° e _.., 1 o UNATTACHED AT WALL NW ®4 Q TWO FIXTURE HANGING WIRES AT © STRUCTURE 9A /%� TO STRUCTURE OR OPPOSITE CORNERS SECURED TO 4ki 8MAX" � SEISMIC JOINT • z W i . STRUCTURE i 0 f' TYPICAL GRID - -IV— COMPRESSION POST AT : 0 401) cc v, TWO(2)MAIN RUNNER 12 FEET OC EACH WAY11111° �� © TMP' W LIGHT CLIPS AT OPPOSITE � ® /� � o :, © - - _ '( 0374.1 Z� 0 � ._ n � � OR � �CORNERS / ! _r w�� 2 ��� O 4,_0 4,_0I Q TMP. z 6' 0" MAX LATERAL BRACE AT 12'-0"OC MAX 1 Q - T-7 1 W ,,./ 0 GRID SYSTEM REQUIREMENTS 0 1-- CO 0 GRID MAIN BEAM SYSTEM CLASSIFICATION: HEAVY. ~ 0 ` 0 / - DESIGN REQUIREMENTS: DESIGN CEILINGS IN ACCORDANCE WITH STATE OF OREGON Q u N W _ CROSS RUNNER MAIN RUNNER 2014 STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,&F. 2,500 SO FT F- 7 W D .� Illi" OR 05,CISCSCA RECOMMENDATIONS FOR SEISMIC ZONES 3&4. MAX Q L Z Z Ca = — uj • MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS _ VI CEILING KEY NOTES u W HANGER WIRE AT 45 \ EMT CONDUIT Q Q DEGREES FOUR WAYS O MAIN RUNNERS:4 FEET OC,SUPPORTED WITH NO. 12 GA WIRES AT 4 FEET OC(OR co U1 • 1/2" DIA.x 0.042" EMT CONDUIT UP TO 47" NO. 10 GA WIRES AT 5 FEET OC). DESIGN HANGER ATTACHMENT TO SUPPORT NOT 2 TYP z m SAFETY WIRE ATTACHED TO / `' 3/4" DIA.x 0.049" EMT CONDUIT UP TO 61" LESS THAN 200 POUNDS. �. I I vi CEILING GRID FIXTURE HOUSING 1"DIA.x 0.057" EMT CONDUIT UP TO 78" T-7.1 _ J WRAPPED AROUND FIXTURE � O2 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF �� — "- - _I z 0- WRAPPED �i MAIN RUNNER METAL STUD CARRYING DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS J CL HANGING WIRE MIN. FOUR ♦ SINGLE METAL STUD(20 GAUGE) UP TO 85" I (JD1 TIMES.SECURE AT DIAGONAL '� . 3 BEGIN HANGER WIRE SYSTEM WITHIN 8 INCHES OF PERIMETER II O CORNERS NOT CONTAINING �' SINGLE METAL STUD(25 GAUGE)250S125-18 UP TO 87" O P ETE WALL. I O CROSS RUNNER 1-5/8"x 1-5/8"STRUT(16 GAUGE) UP TO 120" Z MAIN RUNNER LIGHT CLIPS GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN2 ' -- PARTITION TYPE TO d' Q BACK TO BACK 1-5/8" x 1-1/4"x 0.0197"CHANNEL UP TO 130" O ____ ___-- UNDERSIDE OF GRID V m TYPICAL BRACING CONNECTION INCHES OF CROSS RUNNER INTERSECTION. PROVIDE FOUR(4)-NO. 12 GA WIRES r O NOTE: NOTE: SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN ATTACHEDDOES NOT EFFECT REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES -WALL MOLDING SHOULD NOT BE USED AS STRUTS. AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. BRACE AT 12 2 TMP' N H 2,500 SF MAX AREA WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM -A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAN 14 FEET OC EACH WAY. T-7.1 • . ' STRUCTURE FEET O PROVIDE COMPRESSION STRUT COMPATIBLE WITH SUSPENSION SYSTEM, E: 5 CLG - RECESSED LIGHT FIX B RACE GRID LATERAL FORCE BRACE ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES. SPACE 12 FEET ON CENTER IN BOTH DIRECTIONS. TY P SUSPENDED CLG SYSTEM PLAN REVISION DATE REASON FOR ISSUE cu 1 1/2"= 1'-0" 3"= 11-0" � 1/41'= 1' 0" \6/ PROVIDE COUNTER SLOPE HANGERS FOR HANGERS MORE THAN 1:6 OUT OF 0. PLUMB vl O PROVIDE TRAPEZE OR EQUIVALENT DEVICE WHERE HANGER WIRES ARE NOT co POSSIBLE DUE TO OBSTRUCTIONS. PROVIDE BACK-TO-BACK 1-1/4 INCH COLD t ROLLED CHANNELS(MINIMUM)WHERE TRAPEZE SPAN EXCEEDS 48 INCHES. v c 0 MINIMUM CARRYING CAPACITY FOR EACH HANGER WIRE ANCHOR TO STRUCTURE u SHALL BE 100 POUNDS. 0 ai N O LIGHT FIXTURE SUPPORT: c m ^ A. FOR LIGHT FIXTURES WEIGHING LESS THAN 56 LBS: PROVIDE(2)NO. 12 GA SLACK c WIRES FROM FIXTURE HOUSING TO STRUCTURE ABOVE; `^ B. FOR LIGHT FIXTURES IN EXCESS OF 56 LBS: PROVIDE DIRECT SUPPORT FROM rn STRUCTURE ABOVE USING TAUT WIRES; 6 C. PROVIDE POSITIVE ATTACHMENT BETWEEN LIGHT FIXTURES AND GRID SYSTEM, co N CAPABLE OF CARRYING 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY al - DIRECTION. fl 10 PROVIDE INDEPENDENT LATERAL WALL BRACING WHEN INTERIOR PARTITION WALLS THAT TERMINATE AT GRID THAT DO NOT ALIGN WITH 4-WAY GRID BRACING. CEILING DETAILS c co '4-4' 11 PROVIDE SEISMIC JOINTS TO LIMIT UNBROKEN CEILING AREAS TO 2,500 SF. Q) FOR SPRINKLER HEADS AND OTHER PENETRATIONS: PROVIDE 2 INCH OVERSIZED u2 ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL 0 GJ HORIZONTAL DIRECTIONS,OR PROVIDE STANDARD ESCUTCHEON AND [� PENETRATIONS WITH FLEXIBLE HEAD CONNECTION. PERMIT SET m v, 0 _c v 01 6 0 SUSPENDED CEILING NOTES N DATE PROJECT NUMBER °- 1 1/2"= 1'-0" 08/22/19 192480 z a. di `D N ��. C� M C ALL G AT N i___. Q +� O N • PD LAND, OREGON 0_p t�� Nc 5725 � 114 * OF 0 tA§/t,. TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 T 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 T 415.252.7063 r k k (-- � k c I H ©ANKROM MOISAN ARCHITECTS, INC. ijI FINISH PLAN NOTES FINISH LEGEND 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS. APPROVED MPI P-1 PAINT, MAIN.TBD BY OWNER. 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 OWNER. 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. B-1 4-112" RUBBER WALL BASE. STRAIGHT IN CARPET WAREHOUSE LOCATIONS, COVED IN RESILIENT FLOOR LOCATIONS. I 110 I TSD BY OWNER. (E) +- CONC. CONC. B-2 6" RUBBER COVE BASE AT RESTROOMS.TBD BY OWNER. (0 WAREHOUSE FINISH PLAN KEYNOTES CPT-1 CARPET TILE.TBD BY OWNER. 109 06-01 B-1: MATCH EXISTING 4-1/2" RUBBER BASE. Q LVT-1 LUXURY VINYL TILE, LVT SUPPLIED BY OWNER, z CONTRACTOR TO INSTALL. W H CONC. CONC. PL-1 PLASTIC LAMINATE, HORIZONTAL SURFACES.TBD BY �/ OWNER. Ce Ln W (E) (E) PL-2 PLASTIC LAMINATE, VERTICAL SURFACES. TBD BY Z CARPET CARPET OWNER. Z z SV-1 SHEET VINYL. TBD BY OWNER. W Cly CO 0- (E) CONC. LU LU V * ' OPEN OFFICE z M — _ _C ' 111 . Lu CPT1 BREAKROOM (o6-o1 ) ROOM FINISH SCHEDULE til Q CPT-1 SV-1 I 114 I Ln II (06-01) __ WALL FINISH COa OMEN'S " R LEVEL ROOM NAME FLOOR FINISH BASE FINISH N I E I S I W 1 CEILING FINISH i.l m 107 } LVT-1VI 2 OPEN OFFICE 4'—_ �—"„' (E) J ZCL 106 i CPT-1 CPT-11P-1 IZ I CARPET (E) (E) LEVEL 1 100 RECEP. LVT-1 B-1 P-1 I P-1 P-1 ACT 06-01 ) (E) M EN'S RR CARPET CARPET LEVEL 1 101 SMALL OFFICE LVT-1 B-1 P-1 P-1 1" P-2 ACT I O Ln Ln I 108 _..0____t � `� LEVEL 1 102 LARGE OFFICE LVT-1 B-1 P-1 P-1 P-1 P-2 ACT I I O Z L 1 .SV-1 SV-1 CPT-1 -} SV-1 �o o LEVEL 1 103 SMALL OFFICE LVT-1 B-1 P-1 P-2 P-1 P-1 ACT V rn < P'— [IR[, �1 ! LEVEL( 1 104 STOR. CPT-1 B-1 P-1 IP 1 P-1 P-1 ACT O H I 115 I 1E) MEN'S F;R I LEVEL 1 105 BACK ENTRY/ EXIT CPT-1 B-1 P-1 P-1 P-1 P-1 ACT 06-01) (E) WOMEN'S'ISR 1 12m I `-'�-""""""""'�� LEVEL 1 106 OPEN OFFICE CPT-1 B-1 P-2 P-1 P-1 P-1 ACT I 113 LEVEL 111 107 (E)WOMEN'S RR SV-1 B-2 P-1 P-1 P-1 P-1 GYP. LEVEL 108 (E) MEN'S RR SV-1 B-2 P-1 P 1 P 1 P 1 GYP. • Ty —. LEVEL 109 (E)WAREHOUSE (E)CONC. (E) P-1 P-1 P-1 P-1 OPEN REVISION DATE REASON FOR ISSUE 7 LEVEL 1 110 WAREHOUSE CONC. MATCH EXIST. P 1 I p 1 P 1 P 1 OPEN T 7.0 LEVEL 1 111 OPEN OFFICE (E)CARPET (E)/MATCH P-1 P-2 P-1 P-1 ACT BACK ENTRY/ EXIT - CPT-1 CPT-1 CPT-1-.-LVT-1 EXIST. o. \ k + I _ _-. LVT-1/ LVT-1 CPT-1 (LEVEL 1 112 (E) MEN'S RR SV-1 B-2 P-1 P-1 P-1 P-1 GYP. 105 , if ,LEVEL 1 113 (E)WOMEN'S RR SV-1 B-2 P-1 P-1 P-1 P-1 GYP. 06-01) \ LVT-1 RECEP. ,LEVEL 1 114 BREAKROOM LVT-1 B-1 P-1 P-1 P-1 P-1 ACT 11 SMALL OFFICE � LARGE OFFICE SMALL OFFICE I 100 I ,LEVEL 1 115 CIRC. CPT-1 B-1 P-1 P-1 P-1 P-1 ACT I I 103 I miimmi ° 102 a 1 101 1 (06-01) STOR. 06 01 (06-01 ) 06-01) t 1104 I C °0 (06-01) 1 o IVI r 1 r. 1'. .. V oi O co cn dr LEVEL 1 FINISH PLAN0 N 7 M 1 -0 I8 1 >' ' " PROJECT c FINISH PLAN Cco:le 1= a) N C Q) U LA V/ farC PERMIT SET co vi Q V Li) 0.1 r: O oa DATE PROJECT NUMBER 01 08/22/19 192480 fl, SHEET NUMBER .b L Ix T-8 . 0 UI