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Plans (15) BU P2019-00028 I I REVISIONS BY GENEFRAL NOTES DEMOi- ITION CIENERAL NOTES CODES FOJECT DATA S - EET INDEX 01/28/19 PC SUBMITTAL I. PRIOR TO COMMENCING WORK THE CONTRACTOR IN CONFERENCE WITH NE BUILDING I. NE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS ALL WORK SHALL CONFORM TO APPLICABLE GOVERNING STATE CODES: TENANT: TRILLIUM HEALTH, INC.(CENTENE CORP) ARC{-4ITECTURAL MANAGER, SHALL PREPARE A LIST OF ACTIVITIES THAT WILL, IN ANY WAY, AFFECT THE WORK AND SHALL SE RESPONSIBLE FOR THE CORRECTNESS OF SAME.NO EXTRA NORMAL OPERATIONS OF TI-E BUILDING AND NEIGHBORING TENANTS, AS COMPENSATION WILL BE ALLOWED THE CONTRACTOR FOR THE EXPENSES DUE TO HIS TIGARD MUNICIPAL CODE - TITLE 14 - BUILDING CODE ADDRESS: 13221 SW 68TH PARKWAY, 3RD FLOOR, SUITE 300 APPLICABLE. PROTECTIVE MEASURES AND SCHEDULING SHALL BE ESTABLISHED TO NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH AFFECT HIS WORK TIGARD, OR 91223 A-000 TITLE SHEET, GENERAL NOTES, PROJECT DATA, VICINITY MAP MINIMIZE DISRUPTION AND PROTECT PROPERTY NOT RELATED TO THIS PROJECT. 2014 OREGON STRUCTURAL. SPECIALITY CODE (055C) (BASED ON 2012 IBC) 2. THE CONTRACTOR SHALL SCHEDULE THE WORK SO AS NOT TO INTERFERE UNDULY WITH A-001 REFERENCE SITE PLAN � � a'r/.�� 2. THE CONTRACTOR IS LIABLE FOR DAMAGE TO THE BASE BUILDING AND TO TENANT NORMAL BUSINESS OPERATIONS. HE SHALL ALLAY DUST BY APPROVED MEANS AND 2014 OREGON PLUMBING SPECIALITY CODE (OPSC) TAX LOT ID *: 25101DA00102 WORK THAT 15 TO REMAIN_ EXISTING WORK AFFECTED BY CONSTRUCTION. SHALL BE MINIMIZE NOISE AS MUCH A5 15 PRACTICAL. IN NO CASE SHALL THE WORK INTERFERE A-002 EGRESS AND SIGNAGE PLAN PATCHED AND REPAIRED OR REPLACED AS REQUIRED TO MATCH THE ORIGINAL WITH EXISTING STREETS, DRIVES, WALKS, PASSAGEWAYS, PEDESTRIAN TIR.APFIC AND THE 2014 OREGON MECHANICAL SPECIALITY CODE (OMSC) LOT SIZE: 5.81 AC JAN 3 0 2019 CONDITION. LIKE. A-100 DEMOLITION FLOOR PLAN �� OF TIGAi3p • E 2014 OREGON ENERGY EFFICIENCY SPECIALITY CODE (OEESC) ZONING: MIXED USE OVERLAY:MUEcn ; S 3. THE CONTRACTOR SHALL CHECK THE CONTRACT DOCUMENTS, FIELD CONDITIONS AND 3. WITH THE EXCEPTION OF ANY SALVAGEABLE ITEMS (A5 DIRECTED BY THE OWNER TO A-101 FLOOR 4 FURNITURE PLAN BUILDING DIVISION �} o a .6 DIMENSIONS FOR ACCURACY AND CONFIRM THAT THE WORK IS CCNSTRICTABLE A5 BE SALVAGED) ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE 2014 OREGON ELECTRICAL SPECIALITY CODE (OESC) SEISMIC DESIGN CATEGORY: D a SHOWN, PRIOR TO COMMENCING WORK IF THERE ARE ANY QUESTIONS, THE CONTRACTOR ITEMS TO BE RELOCATED WILL BE INDICATED ON THE PLANS. •(f) t 0 @ A-200 DOOR 4 HARDWARE SCHEDULE, DOOR DETAILS CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING AND OBTAIN CLARIFICATION 2014 OREGON FIRE CODE (OFC) BUILDING DESCRIPTION: EXISTING 5-STORY OFFICE BUILDING 133,134 G.SF. ^� c Po o L FRC'l THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED 4. ALL ITEMS DEEMED SALVAGEABLE BY THE OWNER WILL EITHER HAVE BEEN INDICATED WITH MULTIPLE BUSINESS USE TENANTS. A-300 DEMOLITION REFLECTED CEILING PLAN V/ ^ n �, WORK. ON THE DRAWINGS OR REMOVED PRIOR TO THE START OF DEMOLITION OR WILL BE ICC AIIT.1-2009 ACCESSIBLE AND USABLE BUILDING FACILITIES. s DIRECTED BY THE OWNER TO BE STORED BY THE CONTRACTOR AND SHALL REMAIN OVERALL FLOOR 3 AREA: 24,141 SF GROSS A-301 REFLECTED CEILING PLAN 0 P u 2- E 4. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE ARCHITECT DISCREPANCIES THE PROPERTY CF THE OWNER NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) U x "" o FOUND BETWEEN EXISTING CONDITIONS AND THOSE SHO]N ON THE DRAWINGS 50 THAT PRIMARY BUILDING OCCUPANCY CLASSIFICATION: B, BUSINESS USE (NO A-400 FINISH PLAN _I > "• A CLARIFICATION MAY BE ISSUED. 5. CONTRACTOR PRIOR TO ANY DEMOLITION WORK, SHALL COORDINATE WITH ALL OTHER CHANGE IN USE PROPOSED) (FORMER UNIVERSITY OF PHEONIXNER NArA L7 a TRADES (ELECTRICAL, PLUMBING, ETC.) IN ORDER TO CONFIRM EXACT EXTENT OF EDUCATION - B OCCUPANCY) A-500 ENLARGED RESTROOM PLAN, FINISH LEGEND, 4 SOLID SURFACE o 5. r�trtr�n4CE TO MAKE, BRAND, AND MODEL IS TO ESTABLISH TYPE AND QUALITY DEMOLITION WORK TO BE PEED. IF THERE ARE ANY DISCREPANCIES, CASEWORK DETAILS Z Q .15 o DESIRED. SUBSTITUTIONS FOR "EQUIVALENT" PRODUCTS WILL NOT BE ACCEPTED IMMEDIATELY CONTACT THE ARCHITECT FOR CORRECTION, CLARIFICATION OR CONSTRUCTION TYPE: II-A. FULLY FIRE SPRINKLERED. - U ,- UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. ADJUSTMENT. A-501 P-LAM CASEWORK DETAILS 1 HOUR FIRE RATED CORRIDORS NOT REQUIRED PER ICC TABLE 1020.10 6. THE DESIGN CONCEPT OF THIS PROJECT 15 BASED ON THE COLOR DESIGN AND 6. CONTRACTOR SHALL REFER TO CONSTRUCTION PLAN DRAWING FOR EXTENT OF NEW CB OCCUPANCY, WITH SPRINKLER SYSTEM) A-600 ENLARGED COPY ROOM, BREAK ROOM 4 MOTHER'S ROOM 'cfllED 490 TEXTURE CF FINISHED PRODUCTS SPECIFIED, IF THE CONTRACTOR FAILS TO ORDER CONSTRUCTION AND INTERFACE CF NEW TO EXISTING WORK COMPLIES AND SHALL PLANS, ELEVATIONS, EQUIPMENT 4 HARDWARE LEGENDS MATERIALS IN SUFFICIENT TIME FOR ORDERLY INSTALLATION, THE ARCHITECT WILL COORDINATE AS NECESSARY. tiEATHr H. LARSEN It NOT ENTERTAIN ANY REQUEST FOR MATERIAL SUBSTITUTION WITHOUT THE OWNER'S FIRE RESISTIVE RATINGS (IN HOURS) TABLE 601. A-100 ACCESSIBILITY 4 CONSTRUCTION DETAILS r•, ;% .._� -1 • APPROVAL. INSTEAD, THE CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY 1. AREAS UNDER CONSTRUCTION ARE TO BE KEPT BROOM CLEAN AND ALL EXISTING •,SEVILLE, CALIFORNIA • FINISHES AND INSTALL SPECIFIED MATERIALS UPON ARRIVAL. MATERIAL TO REMAIN 15 TO BE PROTECTED SO AS TO ENSURE THAT NO DAMAGE WILL )BUILDING ELEMENT TYPE: CONST. TYPE 11-A A-800 CEILING SEISMIC SUSPENSION DETAILS - SEISMIC CAT. D _ 4.5),k ARI--11468 c2 OCCUR .9T EXP.12-31-19 1. THE CONTRACTOR SHALL DETERMINE ALL LEAD TIMES FOR SPECIFIED MATERIALS AT STRUCTURAL FRAME, COLUMNS, GIRDERS 4 TRUSSES 1 F OF 63 THE TIME OF BIDDING TO ASSURE AVAILABILITY FOR THE PROJECT AS THE S. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION, DEFERRED /�� J� � J� �� 1=)E 1RM f -re BEARING WALLS - EXTERIOR 4 INTERIOR 1 SCHEDULE REQUIRES. INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR f-� {� ELECTRICAL WIRING OR EQUIPMENT. S. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 1. MODIFICATIONS TO EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS, NON-BEARING WALLS 4 PARTITIONS - INTERIOR 0 VALIDITY OF acid ,Ci1 9. REMOVAL OF EXISTING GYP. BOARD SHALL BE MINIMIZED AND PERFORMED ONLY A5 SEPARATE FIRE PERMIT, AS REQUIRED. .�- M 9. ALL WALL DIMENSIONS ARE FACE OF FINISH TO FACE CF FINISH UNLESS SHOWN OR NECESSARY TO ACCESS NEW ELECTRICAL OR PLUMBING CONNECTIONS. FLOOR CONSTRUCTION INCLUDING BEAMS 4 JOISTS 1 THE ISSUANCE OFA PERMIT Z ® BASED ON CONSTRUCTION WW NOTED OTHERWISE. 5 10. RE-ESTABLISH COMPLETE SERVICE TO ALL EXISTING FACILITIES, WHERE I DISRUPTED BY ROOF CONSTRUCTION INCLUDING BEAMS 4 JOISTSDOCUMENTS AND OTHER Q 10. ALL CLEAR DIMENSIONS ARE REQUIRED TO BE EXACT WITHIN 1/4" TOLERANCE ALONG DATA SHALL NOT PREVENT THIS CONTRACTOR Z 0 FULL HEIGHT AND FULL WIDTH CF WALLS. "CLEAR" OR "HOLD" DIMENSIONS ARE TO THE CODE OFFICIAL FROM FACES OF FINISHED CONSTRUCTION. II_ CONTRACTOR SHALL REFER TO ALL OTHER DRAWINGS INCORPORATED IN THIS REQUIRING THE CORRECTION mg, LTJ m CONTRACT FOR THE EXTENT OF DEMOLITION WORK SCOPE OF WORK DESIGN OCCUPANT LOAD CALCULATIONS OF ERRORS. OSSC 105.4 II. ALL ANGLES ARE 45 OR 50 DEGREES UNLESS OTHERWISE NOTED. EXPANSION OF SUITE 300 AND REMODEL. DEMOLITION OF NON-LOAD BEARING SUMMARY ZNS TO W cc O 12. TO TO FRAMING,LS 4RE TO BE "CHALKED' CN AT THE OWNERS DISCRETIONOOR FOR ARCHITECT'S APPROVAL PRIOR Z A IRE)O U S M A T E R I A L S NOTES CEWALLING, IGHTSLS, DOORS,,HVAC, ELECTRICAL, PLUMBING 4 FINISHES 4 CABINETS. INCLUDES IRE SPRW INKLERS, CABIN S, VI FURNITURE AND FINISHES. OCCUPANT - 0 E 13. THE CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AS REQUIRED TO I. OWNER S THAT ARCHITECT SI-GALL HAVE NO RESPONSIBILITY*FOR THE USE - BUSINESS LOAD OCC. LOAD RECEIVE SPECIFIED FINISH, PER MANUFACTURER'S RECOMMENDATIONS. DISCOVERY,REIOVAL, PRESENCE, HANDLING,DISI- A- CF OR Expoe4. CF FERSoNs TO FACTOR HAZARDOUS SUBSTANCES,MATERIALS,WASTES IN ANY FOR-1 AT TI-E PR UECT SITE, f ISUITE 300 TOTAL AREA 14. SHOP DRAWINGS MUST BE PROVIDED FOR ARCHITECT'S REVIEWBEFORE MILLWORG INCLUDING EUT NOT LIMITED TO ASBESTOS, ASBESTOS PR DUCTS,R RMOLD,OOTOTHERACCESS1B IL I T I1� 12EMED IAT ! O I FABRICATION COMMENCES. TOXIC SUBSTANCES. OPEN OFFICE/ PRIVATE OFFICES/ CORRIDOR 10,041 SF 6 1:100 100.4 15. GENERAL CONTRACTOR SHALL SCHEDULE AND COORDINATE OWNER'S/ TENANT'S 2. THE OWNER/ TENANT A04LEIES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE PATH-OF-TRAVEL AND FACILITIES SERVING THE MODIFIED AREA OF SUITE 300 TELEPHONE SYSTEM AND COMMUNICATIONS VENDORS FOR INSTALLATION OF THESE ArrrnuT-%BATE FEDERAL, STATE , AND LOCAL GOVERNING AGENCIES FOR ANY DEMOLITION, ARE 100% DISABLED ACCESSIBLE PER CITY OF TIGARD BUILDING PERMIT COPY/NE MOTHERS ROOM/LOUNGE 515 SF m 1:100 8.15 SYSTEMS. CCNSTR.ICTICNI OR REPAIR WORK BUP2011-00265 RECENTLY COMPLETED. MINOR MODIFICATIONS TO FLOOR 3 TOILET ROOM ACCESSORIES, SEE SHEET A-500 16. WHERE NEW OR RRJTUR'E WALL HUNG CABINETRY OR SHELVING OCCURS, PROVIDE 3. ANY GLESTIONS THAT ARSE RELATED TO ASBESTOS (CR,CM)SHALL BE Leri-trusty TO STORAGE 219 SF 6 1:300 2.15 ADEQUATE BACKING IN WALL AS REQUIRED. THE OJITR/TENANT FOR RESOLUTION. INTERIOR ARCHITECT SHALL NOT BE REQUIRED TO DO ANY WORK NOR RENDER ANY OPINIONS RELATED TO ASBESTOS. CONF. ROOMS 1,008 5F 6 I:15 612 " 11. ALL WORK SHALL MATCH EXISTING CONSTRUCTION, QUALITY AND METHODS UNLESS OTHERWISE NOTED. 4. THE OWNER/TENANT SHALL RETAIN AN INDEPENDENT CONSULTANT LI-I0 IS TRAINED AND BREAK ROOM 421 SF 41 1:100 421 § EXFEREN`CED IN IDENTIFICATION AND SURVEY OF EXISTMG SITES FOR I-IAZAR S IS. LATER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE. DETAILS TAKE MATERIALS PRIOR TO START OF DEMOLITION CONSTRaICTION. PRECEDENCE OVER ALL. CONTRACTOR SHALL NOTIFY ARCHITECT OF ALL CONFLICTS TOTAL SUITE 300 12,510 SF 152.5 = 183 IN WRITING FOR PROMPT RESOLUTION. 5. ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE FRESENCE CF ANY (Rj MATERIAL OR ASSEMBLY SUSPE..1EU TO CONTAIN ASBESTOS UPON DISCOVERY. THE WAG 2 EXITS REQUIRED, 4 EXITS PROVIDED OCCS 15. GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEANING INCLUDING, BUT NOT LIMITED SHALL BE CARRIED CUT FER THE CONSULTANT'S R ECOI'ENVDATIONS. TO: GLASS AND FRAMES, NEW AND EXISTING GLOSSY SURFACES, MILLWORK,FLOORS, DOORS, FRAMES, HARDWARE, WALLS, BASE, AND LIGHT FIXTURES. LL �y t (� SUITE 300 ORIGINAL AREA 6,601 SF N 20. CONTRACTOR SHALL VERIFY DIMENSIONS AND COORDINATE WORK WITH INSTALLATION FIRE I ALO I E S Lam' 0 OF ITEMS 'NOT INCLUDED IN THIS CONTRACT" (N.I.C) SUITE 300 ADDITION 5.965 SF . 4, 21. THE PATH OF TRAVEL FROM THE PUBLIC WAY, DISABLED ACCESSIBLE PARKING TO 1. THIS REMODEL MAY NECESSITATE THE RELOCATION AND/OR ADDITION OF FIRE 5FRENCLER NEW SUITE 300 TOTAL 12,510 SF W > THE AREA OF IMPROVEMENTS AND TO THE RESTROOMS SHALL CONFORM TO STATE SYSTEM HEADS BECAUSE CF WALL OR CEILING REVISIONS AND/CR A CHANGE IN USE CR *r, 3 d AND FEDERAL DISABLED ACCESSIBILITY STANDARDS INCLUDING DOOR HARDWARE OCC. 'ANCY GROUP FOR 11-11Q-1 A SEPARATE SUBMITTAL AND PER MIT IS REQUIRED.SUBMIT 1 Y Q THRESHOLDS, KICKPLATES, MANEUVERING CLEARANCES, AND SIGNAGE, ETC., U.ON SHOP DRAWINGS(4 COPIES)Cr ALL FIRE SPRINKLER SYSTEM HEAD RELOCATIONS AND/ CR ADDITIONS CF TO THE CITY TIGARD,PLANNING AND DEVELO Q ('� ENT SERVICES FOR REVIEW Z FF 22. THIS PERMIT DOES NOT APPROVE ANY EXTERIOR SIGNAGE. SEPARATE PERMITS ARE AND APPROVAL LNDER A SEPARATE PEWIT. WI-ERIE iT IS DETERMINED THAT FIRS CL REQUIRED FOR SIGNS. SFRINKLER SYSTEM HEAD RELOCATIONS AND/OR ADDITIONS ARE NOT NECCESSAg1', A _i Ili STATEMENT TO THAT IEFFECT SIGNED BY AN APFROMED, LICENSED FIRE SFRINCLER0 23. DISABLED ACCESS SIGNAGE SHALL BE EXISTING AT ALL ACCESSIBLE ENTRANCES CONTRACTOR OR A OREGON STATE LICENSED ARCHITECT OR FROFESSICNAL ENGINEER FROM THE PARKING LOT, AT ALL ACCESSIBLE PARKING STALLS, AT PRIMARY SHALL BE SUBMITTED TO THE TIGARD FIRE DEPARTMENT'S FIRE CODE OFFICIAL AT THE CITY i co ENTRANCE TO THE TENANT FACILITY, AND AT ALL DISABLED ACCESSIBLE OF TIGARD t-E i1T CENTER, 13125 SW HALL BLVD., TIGARD, CR, 51223. RESTRO�1S, STAIRS, EXITS, ELEVATORS AND PERMANENTLY LABELED ROOMS. CV 2. THIS REMODEL MAY NECESSITATE THE RELOCATION AND/OR ADDITION CF FIRE ALAR"1 � CO 24. CONTRACTOR SHALL ESTABLISH CONSTRUCTION WASTE DIVISION PLAN TO MEET SYSTEM DEVICES BECAUSE OF WALL OR CEILING R REVISIONS AND/OR A CHANGE IN USE CR FIRRO J E CT D E S I G I TEAM LOCAL SITE ORDINANCES. OCCUPANCY CROUP FOR WHICH A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED. SUBMIT SHOP DRAWINGS(4 COPIES)Cf ALL FIRE ALARM SYSTEM DEVICE RELOCATIONS AND/CR PROP RTS' MANAGER GENERAL.. CONTRACTOR25. CONTRACTOR SHALL RECYCLE AND/OR SALVAGE FOR RE-USE A MIN, OF 50% OF ADDITIONS TO THE CITY CF TIGARD PLANNING AND DEVELOPMENT SERVICES FOR REVIEW NON-HAZARDOUS CONSTRUCTION 4 DEMOLITION DEBRIS, IF REQUIRED BY AND ANAL WIDER A SEPARATE PERMIT. WHERE IT IS DETERMINED THAT FIRE ALARM JURISDICTION SYSTEM DEVICE RELOCATIONS AND/ CR ADDITIONS ARE NOT NECCESSARI', A STATEMENT CBRE ASSET SERVICES RUSSELL CONSTRUCT ION TO THAT ERCT SIGNED BY AN APPROVED LICENSED FIRE ALARM CONTRACTOR ORA 421 SW SIXTH AVENUE 20515 SW 105TH AVENUE 26. THE EXISTING BUILDING ENVELOPE 4 THERMAL INSULATION IS EXISTING TO REMAIN. OREGON STATE LICENSED ARCHITECT OR Fi ESSICNAL ENGINEER SHALL BE SUBMITTED PORTLAND, OR 91204 TUALATIN, OR 91062 TO THE TIC�D FIRE pEPA�NT''S FIRE CODE OFFICIAL AT THE CITY CF TIGARD FERMI u I C f� IT'r M � � CENTER, 13125 SW HALL BLVD.,TICS,OR,91223. P: (503) 980-1729 P: (503) 692-9002 PRO IECt C: (503) 333-0561 F: (503) 692-9008 13221 SW 65TH PARKWAY, 3RD FLOOR v f� I CONTACT: CHELSEA GOBEL CONTACT: MICHAEL KRECKLOW TIGARD, OR 51223 �OC4T f OI V EMAIL: CHELSEA.GOBELeCBRE.COM EMAIL: MKRECKLOWeRUSSELLCONSTRUCTION.COM LU NTS CONTACT: KALIE PAPASAPERO cc EMAIL: KATHERINE.PAPASADEROCCBRE.COM Z W V I A It IONS SYMBOLS TENANT/ CORPORATEPROJECT MANAGER Q 0 El], SF. SQUARE FOOT J BOX JUNCTION BOX 0 SHEET NOTE OI DOOR KEY •En - CENTENE, INC. CC W CENTERLINE LT LIGHT <• p: �.;' W Ck � � ,�� 1100 FORSYTH BLVD. (FACILITIES) ADJT. ADJUSTABLE MAX MAXIMUM € ?„£~� ill I REVISION REFERENCE a INTERIOR ELEVATION ' ST. LOUIS, MO 63105 ADJ ADJACENT MEGH MECHANICAL W AFF ABOVE FINISHED FLOOR MFG MANUFACTURER A-1 KEY P: (314) 349-3606X8088606 Q : ' C: (314) 345-5542 CAB CABINET MIN. MINIMUM OR MINUTE 1 IDETAIL KEY CONTACT: STEPHEN COCHRAN �a CTR CENTER (N) NEW _ CLG CEILING NIC NOT IN CONTRACT A �' E EMAIL: SCOCHRAN�CENTENE.COM 100 SF ROOM AREA W Li Q CLO CLOSET NTS NOT TO SCALE W CC CLR CLEAR 00 ON CENTER a SECTION KEY 1 OCCUPANT LOAD ," G COL COLUMN OFF OFFICE A-1 ,n PROJECT ARC-4f T GT 0 CBC CAL BUILDING CODE PLAM PLASTIC LAMINNATE 04' CEO CALIFORNIA ELECTRICAL PO PRIVATE OFFICE $ ' L,Th IDL DESIGN W Z CODE P'LYWID PLYWOOD • , ;,_ . " : 1410 GLEN VIEW CT. ROSEVILLE, CA 95141 c �+ CFC CAL FIRE CODE (R) RELOCATE P (916) 113-6158 OFFICE COPY ��,.I 0 U CMC CAL MECHANICAL CODE "�jr REF REFRIGERATOR DF DRINKING FOUNTAIN REQD REQUIRED 9ie F 0916) 113-0518 CITY OF TIGARD DET DETAIL STD STANDARD i CONTACT: HEATHER LARSEN, ARCHITECT DN DOWN STO STORAGE v EMAIL: HEATHEReHDLAIA.COM REVIEWED FOR CODE COMPLIANCE DLUR DRAWER 65 STAINLESS STEEL ,:. , ,b, Approved: N D1-28-2019 ELEV ELEVATION OR TEL TELEPHONE DATE ELEVATOR TYP TYPICAL MSC+-4, ELECTRICAL AND PLUMBING ENGINEER STC` �C SCALE AS NOTED EQ EQUAL T-24 CALIF_ ADMIN. CODE, ,,.,-,.., :t; Permit#: IS,1- 4_n I O V aii G4UJ ENGINEERING, CORP Address: CE) EXISTING TITLE 24 !z1 a MGR HHL EF EXHAUST FAN LION UNLESS OTHERWISE Sw �, � }��,,r FE FIRE EXTINGUISHER NOTED 52 MILL HILL ROAD, PO BOX 55 Suite#t ,3 p Q L J0B CEN021 FLUOR FLUORESCENT VCT VINYL COMPOSITION BLOOMSDALE, MO 63621 B Date: I q P: (314) 131-4220 Y' - } - ! 1 SHEET FOC FACE OF COLUMN TILE G (314) 541-0425 . FUT FUTURE VIF VERIFY IN FIELD GYP. BD. GYPSUM BOARDA.000 HT HEIGHT WI WITH CONTACT: JEFF2AST, PE W/O WITHOUT OF SHEETS iHDL DESIGN HEREBYI EXPRESSLY RESERVES I1'5 COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NIOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF HDL DESIGN NOR ARE THEY TO EIE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. \/ REVISIONS BY U . L 7 68T1-I SToF 4PC/SUBM SUB19 MITTAL SO _ _ p PUBLIC RE yA 3 � �� EEI r I DlElU,4LK /- /-/ . _ _ inn 6 0 1 _/ _4. O0 1 cr. o a ` co 03 -680 0ba II CV nn>f • \-1 0 -41 0 I a . . e P. 1 • r ' I1,4[�H•ctaEr)144.e EATHER H. LA SEN ig • ,' R05EVILIE, CAUFORNIA� 1 _ tA� ARI-11468 mill ,E ,N2-0161 , f I 1 ,9��EXPOI2F3119�tf'� 1 1+ f VR „ gro I . N\sh 0_------16 !f, PURL IC ' f SIDEUJALK ri. D Z 1 w� LI �� Wri Q mm,4 l ` No %• r w, w 0 1,__. 0I /! 0 SITE PLANSHEET NOTES 1 �1 W .. O (E) D15ABLED ACCE551BLE PARKING LOT, II DISABLED ACCESSIBLE STALLS, CURB CUT I 5ICxNAGI=. P�4TN OF TRAVEL SROM • ACCESSIBLE PARKING TO PRIMARY BUILDING ., ,.... „.... ENTRANCE IS DISABLED ACCESSIBLE VIA ._. .. I .. EXISTING CONCRETE WALKWAYS. l 1 • 1� / 1 2. (E) PATH OF TRAVEL I=RON THE PUBLIC WAY, 1 INDICATED WIN HEAVY DASHED LINE. ' 3. (E1 LEVEL CONCRETE (MAX CROSS t RUNNINCs / �� SLOPES 2�J LANDING AND WALKWAY (MAX CROSS SLOPE 2`1;, MAX. RUNNING SLOPI= 591;) II / Z 0_ AT 1=XTI=RIOR 1=XIT DOORS TO REMAIN AS-15. 4. (E) DRIVEWAY ENTRANCE W/ ACCESSIBLE 11 PARKING. • Ili i 5. (E) ACCESS AISLE STRIPING (WI-ITE). 1 • 6. (E) ACCESSIBLE PARKING STALLS AND 1 ACG SS AISLETO BE MAX 2% SLOPE IN ANY � • • E 1 DIRECTION. USE (E)FLUSH CURB ELEV. +� �I 0 0 . O f a,, c7 N �. GC TO ADJUST ALL EXTERIOR DDDR u? n CLOSERS PER 12/A-200, A5. S NEEDED. © M° O� tYP. I- Z 8. (E) ACCESSIBLE PARKINCx 51CxNAGE/POLE Ili Q - CENTERI=D ON (E) PARKING STALLS. W 3 9. (E) PARKING STALLS I CROSS WALK TO 0 NEV � REMAIN. TYP. / t1'P. UILDIIV III 0 1 5SOR1' 01=FICE 133,134 SQ. 1=T. J 7 (I) a \ ., ,��\ \ i, \m ."° 311 _ _^a"_\`\\ l'*�;`..... O �� \\\��\ .'.V� I . 1111�'�,.', �A, �� \\A �, i CI) CO ,s,.p��.p{{yyrAgg g,q� 1 ' L L ,LL ;.,:ielkt,L':::riliiikit, '‘'N'....'LL' P.:.:. .'LL:%'...Z.'.',.:'::=...4*.4..;:::::* libi:.:L'L.'LiNii'ii... :.:':'::::.. : ..:" :: ::.. 4116.'Ikk NOM.: ': ' '''' t at tO n 0 . ... .'.':... ":"..'''''''. `� --� \\ \ " \ ,, \ \� \\lam` \\ • CE jj 0 r1 moi \ \ �\ CC ..... . . ...'4,....i:i.::::,4.4fi,-..\'.....\ , :, oiliv: . :rek,i ::,::.Nk..1:....!...,:,.:...-..4,..: " ' ":" F)iRoJE *\ \ ® \\ \\\\ c41-c-r L 1 DATE 01-28-2019 1 SCALE :Q� \ \\.:• e\, a AS NOTED A vim\ ��` AFLoOR - _ ,4 MCR HHL :' :' '''''7' ...Ni'L - ' 1.. ; ,\NV: kliOmi'''ilikak, . ti JOB CEN021 . , -"::-1"‘ X'-, ,:':,::•:•:-.-. '- ,..: .I\*M ,,,,,N.::':i.w... I* SHEET i„--, :.: _:: ,• ,.:. ON ifo, 0616 10' 20' �0' ,. .N 0 EXISTING SITE MAP NO SCALE REFERENCE SITE PLAN SCALE : 1 = 201—Os A.001 OF SHEETS HDL DESIGN HERE EXPRESSLY RESERVES ITS COMMON LOW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE N�T TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER wHAT50EVER WITHOVT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF HDL DESIGN NOR ARE THEY 74 BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. TACTILE EXIT SIGNAGE: (PER 2014 OSSC 1022.5 4 10114) REVISIONS BY WI-EF REO,.'RED. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: .�{ I. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED B"A-ACTILE EXIT WITH NE WORD "EXIT". EGRESS I pLAN M I I LEGEND SUARY 01/28/19 PC SUBMITTAL 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A. 'EXIT STAIR DOWN" 100 al= ROOM AREA OCCUPANT B. "EXIT RAMP DOWN" USE - BUSINESS LOAD FACTOR OCC. LOAD C. "EXIT STAIR UP" 15 I/OCCUPANT LOAD FACTOR (ACC. 0:= ACCESSORY USE PER IBC 4 OSSC) 0. "EXIT RAMP UP" 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS CF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY 6b OCCUPANT LOAD PER TBG (055C) SUITE 300 TOTAL AREA SHALL BE IDENTIFIED HY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE". 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED'O HAVE A VISUAL EXIT SIGN, C(ob-) ACTUAL ACCUMULATED OCCUPANT LOAD ppEN OFFICE/ PRIVATE OFFICES/ CORRIDOR 10,041 SF .4 1:100 100 SHALL BE IDENTIFIED 3Y A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE". (ARROW POINTS IN THE DIRECTION OF EGRESS) 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, TO EXIT". SIGN REQUIREMENTS: COPT'/NETWO G/MOTHER'S ROCM/LOLN'IE 815 SF 6 1:100 8.15 I. FINISH 4 CONTRAST. CHARACTERS,SYMBOLS 4 THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS I SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND,EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR STORAGE 219 SF 41I 1:300 2.19coC Q• :1--- 0PARK GHARAG'ERS ON A LIGHT BACKGROUND. EGRESS WIDTH PER OCCUPANT (IBC 10053.2) (05SC) 0 2. CHARACTER HEIGHT. CHARACTER 1 NLMBERS ON SIGNS SHALL BE SIM) DOORS: =02 IN/ PERSON CONF. ROOMS 1008 SF 1:15 612 C Qt g ',VS S 6 ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE r0 BE READ. 311 C ` THE MIN.HEIGHT I5 MEASURED USING AN UPPER CASE"I". LOLER CASE LETTERS ARE PERMITTED. ^� 3. RAISED CHARACTERS.WHEN RAISED CHARACTERS ARE REQ'D ON SIGNS, "Exrr"� MIN. INDIVIDUAL DOOR CLEAR WIDTH ALLOWED: =34" BREAK ROOM 42T SF g 1:100 421 VI i'. THEY SHALL GONFORI TO THE FOLLOWING REQUIREMENTS. X Q ^.-. q� A CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAlsSDJ INCH EXIT DOOR CLEAR WIDTH PROVIDED 34" x 6 DOORS: =204" TOTAL SUITE 300 12,510 SF 182.9 = 153 OCCS u L (0154 MM)MIN.4 SHALL BE SANS SERIF UPPERCASE CHARACTERS Cl GRADE 2 V i ��,,E,, p ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS SHALL NOT BE ITALIC, Ill BRAILLE I J ) ; U OBLIQUE,SCRIPT,HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. co 11.I RAISED EXIT DOOR CLEAR WIDTH REQ'D: 18336 OCC. x 2: =3668" OK X o CHARACTER 2 EXITS REQUIRED, 4 EXITS PROVIDED L x a B.CHARACTER SITE. RAISED CHARACTERS SHALL BE 5/8-INCH(15.5 NW - IISIGN W/ U (0 a MGH MIN.4 2'151 MM)HIGH MAX. I- < VERBIAGE L p O W roMEET EXIT STAIR WIDTH: =52" Z <.. v .o ui C.CHARACTER PROPORTIONS:RAISED CHARACTERS ON SIGNS SHALL BE EXITING -c SELECTED=ROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER"0" ln CONDITION. SUITE 300 ORIGINAL AREA 6 601 s IS 50%M'N.4 110%MAX.OF THE HEIGHT OF THE UPPERCASE LETTER"I" _ (BRAILLE STROKE TI-CKNE55 OF THE UPPERCASE LETTER'I'SHALL BE 15%MAX.OF CENTER CAPACITY(SPRINKLERED): 5272=260 OCC. EACH X 2 STAIRS: =52m OCC. - OK THE HEIGHT OF THE CHARACTER 0 - LEFT-HAND JUSTIFIED)ESUITE 300 ADDITION 5.968 SF • Ot0 0.CHARACTER SPACING.CHARACTER SPACING SHAu BE"IEASURED Z 0 COLOR BETWEEN THE TWO CLOSEST POINTS CF ADJACENT RAISED CHARAC`ERS a m BLACK�') TRAVEL (IBC 10062.1) (056C) NEW SUITE 300 TOTAL 12 10 SF HEATHER H. ',y Ya"MIN.lJ{`'MIN ®BASE OF NOh-RECTANGULAR CHARACTER CROSS N Z IW-U LETTERING COMMON PATH OF EGRESS J °v)=(TIONS)t 4 LIMES THE RAISED CHARACTER STROKE WIDTH MAX. m NOT TO EXCEED IN B OCCUP. WI FIRE SPRINKLER SYSTEM =100' .W'f /°'' +..,` E.LINE SPACING:SPACING SETUJEEN THE BASELINE OF SEPARATE LINES OF ON LATCH SIDE CF ROSEYILLE, CALIFORNIA CHARACTERS WITHIN A MESSAGE SHALL BE 135%MIN I I-10%MAX OF THE N ARI-11468 CHARACTER HEIGHT. DOOR OR - e RAND SIDE EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 10112) (OSSC) q EXP.12-31-19 4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE USED EREVER DOOR T �' ,A BRAILLE 15 REQ'D IN OTHER PORTIONS CF THESE STANDARDS DOTS SHALL BEFOR k* QF )W(254 MM)ON CENTERS ON EA.CELL WITH (1.6 111)No"f1HJ SPACE BETWEEN DOUBLE NOT TO EXCEED IN B OCCUP. W/ FIRE SPRINKLER SYSTEM =3001 CELLS,MEASURED FROM THE FIRST COLUMN Cf DOTS N THE FIRST CELL TO THE LEAF FIRST COL"I . DOTS IN THE MAX.ADB CELL. DOTS SHALL D.RAISEDAL YSH• Dooms,. MINIMUM NUMBER OF EXITS (IBC TABS 10063.1) (OSSC) (0.635 MMJ MIN. TO 14,"(0.'570)MAX.ABOVE THE BACKGROUND.BRAILLE SHALL BE SEPARATED 3/a'MIK AND Y5"MAX FROM OTHER TACTILE CHARACTERS. " TACTILE EXIT SIGNAGE OCCUPANT LOAD < 49 =1 W 0SCALE: NTS D.TACTL.OR OCCUPANT LOAD > 49 < 500 =2 a 2018 ORECION o EXITS PROVIDED =2 MAX SEPARATION SHALL BE 1/3 DIAGONAL OF SPACE IN FILLY SPRINKLERED BUILDING O 5J W U - 0 r LIMIT OF WORK (SUITE 300) PHASE 2 ADJACENT SUITE (NIG.) - B OCCUPANCY o 0 0 0D, -- ,_O . 1 . ® ® 0 ® T ,..__ ---1 . _ . OLi rai = : - - = 1 _ � _ - 1� = - S+�EET NOTES: OFFICE 1m OITICE 11 Tri rISNrECPPICE 13 ,. 14 El 9. 132 I 154154 I 299 I 331 154 .'' 05 SEE A-500 FOR ENLARGED EXISTING TOILET ROOM PLANS. I I 144 100 100 I 100 I 15 100 / 00 2. PROVIDE NEW TACTILE "EXIT ROUTE" SIGN ATO LOCATION I 100 1.32 I 1.54 I 2.99 126.41 1.5 1.45 � - NOTED ON PLAN PER DETAIL I, THIS SHEET. (PROVIDE BACK I 1.44 ,..---i. �,� L_ o o I>r� i PLATE IF MOUNTED ON GLASS). PRICE OPTION TO MATCH �/, - ... TRAVEL `` BUILDING STD. WOOD SIGN PLACARDS. V.IF. LOCATE SIGN ON DISTANCE TO //;/ IN-ACTIVE LEAF OF PAIRS OF DOORS. CO OFFICE 8 CF9'L OFFICE EXIT T - 45'-10" OK / f E 3. POSTED EMERGENCY EVACUATION PLANS SHALL BE I 134 I 3,142 100 I 100 MICE 20 �� 1� � / 1$ SUPPLIED BY TENANT 4 INSTALLED BY CSG AT TENANT EXIT 132 I 128 I 126 I ' 11I 125 I DOORS 4 IN A TYPE LARGE GONF. ROOMS 4 TRAINING OOM J N 1.34 I 315 I 186 I 100 I 100 100 100 I 125 125 , AS REQUIRED. R s ,' •, U_ N .� I 100 100 �: IO n 100 I 1.32 I 1.28 1.26 I I 12-e- I 125 125 0 O>' a _ I 186 © I C 4. TENANT TO MAINTAIN MIN. 44 MIN. CLEARANCE AT ALL EXIT ZR g BcEELGET: .0 . ,-- .' AI ® F ACCESS AISLES. SEE FURN. PLAN A-101. , , 5. EXISTING EXIT STAIRS WITH 5' X 5' MIN. LEVEL LANDINGS AT 132 45:1 .--' Gl. 1 [J } ' `' GROUND FLOOR EXISTING SIGNAGE TO REMAIN. 0 0 , o 100 II I I T TOR,ee,E G - , 132 °` 154 $ ,+' """ i -- ~ 6. REMOVE EXISTING "STAIR" SIGN IF NON-COMPLIANT AND -.. P I L,I'30,-' ELEVATOR , f � / UPI PROVIDE NEW TACTILE "EXIT STAIR DOWN" SIGNS AT 0;0r \ / 100 1 / 1 1 EL�d � $� RFF / ', \ = 1/ 6 I - \/ o - O o I :f \/ I LOCATIONS NOTED ON PLAN PER DETAIL 1/ THIS SHEET. V.I.F. IF I 255 TRAVEL I 1.54 I 93 C ; , °;: 1 QUI ® _ /\ I /\ � /\ 1� REQUIRED. COORDINATE COLOR DESIGN IN COMMON AREAS 15 DISTANCE TO111 I i \ �J O o•' . / \ I i l WITH BUILDING MANAGER 1, EXIT = ��'_� ', 1 t o o u, OK """"'"" "" _ i _14440 1. EXISTING ELEVATOR SIGNAGE TO REMAIN, U.0N. 1 CNA 2�3 cR0 "• CI ' u 0 "+ o' 8. EXISTING FIRE ALARM PULL STATION 6 STAIRS. / . �`� 100 -------;e', =EC ja x J 0 .. ., I1.44 __ 99 I w....,:o/ •--- W oc 1CFFIGE 6 ' `-ham-.}- --_ _100 d43°? ' / 11.D I I - ---- _ ---fes ••1 / , ,f *� . ] 132 [] � oo� �� r , LDIAGONALl/ i 0 1 DISTANCE = �3'-9", OK / j ,` , • ' ' : - _ - © / off. � � . , , . REQ'D DISTANCE BETWEEN EXITS- 1/3 x 181' 6"- 60' 6" 0 I 112 I I 109 71 , ' / I 100(1-1100 / f f OFFICE / C I 1.12I.m9 ' 7 139 OPEN IC / ...Y _ CRI �P o % / , ':f . '- Q 100 3 44 TOTAL 13i1ITE / f °' ; '` J 139 100 112, 10 SF / L__ oo. / , ` ,on ; 182.8 OGG / I 309 38.44 / ' ' / [JFfiICE 4 TRAVEL I 100 �- / /W� .1\ _ / DISTANCE TO I 3.1 LL __ _o : o : V 139 DIAGONAL DISTANCE OF SPACE - 1811-6" Q 100 REQ'D DIST. BETWEEN EXITS: 1/3 x 181'-6"= 60'-6° / EXIT = 58'-4" OK ` / , l 139 / , a CO D - 1 ,:r jr7L} 1o+C - r o 204 I _356 I 203 I Z ,100 100 I 15 I 100 I Q 153 2.04 123.T3 I 2.03 Cl) TYPICAL NOTES: / _ 1=1 CO 000 ' , CC o o o '��Y o 0 10 a W LIMIT OF WORK (SUITE 300 EXPANSION) PHASE 1 ADJACENT SUITE (NIG.) - B OCCUPANCY / DATE 01-28-2019 SCALE AS NOTED MGR HHL JOB CENO21 0 / SHEET THIRD FLOOR EGRESS AND SIGNAGE PLAN SCALE : 3/32" = 1 '-o" iiiih, A.002 OF SHEETS HDL DESIGN HEREBYI ExpRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS- THESE PLANS AND DRAWINGS ARE I GT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIISION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CDNSENT REVISIONS BY DEMOLITION PLAN SHEET NOTES: SYMBOLS LEGEND 01/28/19 o ALL IMPROVEMENTS INDICATED ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. 14. REMOVE EXISTING FURNITURE (BY TENANT VENDOR). SEE FLOOR PLAN FOR NEW - - - - - WALLS TO BE REMOVED PC SUBMITTAL CUBICLE LOCATIONS. ❑ EXISTING COLUMNS, SHAFTS, CORE WALLS 2. REMOVE ALL CONSTRUCTION, WINDOWS AND WALLS SHOWN DASHED (AND a EXTERIOR WALLS TO REMAIN ASSOCIATED OUTLETS 4 SWITCHES). SALVAGE DOORS FOR RE-USE. SEE PROPERTY 15. EXISTING SHAFT TO REMAIN. MINIMIZE SIZE AND REPAIR WALL FINISH. MANAGER FOR STORAGE OF EXCESS SERVICEABLE DOORS 4 FRAMES. SEE FLOOR EXISTING WALLS TO REMAIN (NON-SECURE) PLANS. 16. EXISTING ELECTRICAL PANEL. VERIFY LOCATION. 11. REMOVE FLOOR OUTLETS TI -4OUT NEW WORK AREA IN SUITE 300. SEE 14/4 100 DETAILEXISTIN1 FULL NEIIFNT WALL OR SEE PONY WALL 3. (E) SURFACE MID. FIRE EXTINC�.IISHERS TO BE SALVAGED FOR RE-USE. DETAIL 14/A-Z00 IF NOT FULL HEIGHT. VIF ELECTRICAL. PROVIDE FIRE SAFING IN FLOOR PENETRATIONS EQUAL TO FLOOR 4. REMOVE ALL FLOOR FINISHES (VCT 4 CARPET TILES) 4 RUBBER BASE THROUGHOUT RATING. SEE A-000• < ��\\> DOOR KEY_ SEE A-100 a A-200 REMODELED AREA. SCRAPE/ BUFF ADHESIVE TO PREP FLOOR FOR NEW FLOOR FINISHES, THROUGHOUT, U.ON. 15. REMOVE RESILIENT FLOORING AND PREP FOR REPLACEMENT.. \ / ■ o CO i U 5. REMOVE (E) BASE 4 FLOOR FINISH IN (E) CORRIDOR REMODEL AREA. SALVAGE FOR 15. REMOVE WALL COVERING 4 PREVIOUS TENANT SIGNAGE g PREVIOUS TENANT LOBBY. ! ,6 o` .o RE-USE IN NEW CONFIGURATION. '- ^ 8 @� °.n° v L 20. REMOVE (E) RECEPTION DESK/ COUNTERS, ETC. (f)� �' w 6. EXISTING COLUMNS TO REMAIN. U.ON. (9 : :1n ^ s 21. REMOVE (E)GLASS ENTRY DOORS/ FRAMES FOR REPLACEMENT. SEE FLOOR PLAN. c, ,. N. o T. SEE DEMOLITION REFLECTED CEILING PLAN 4 DEMO MEP PLANS FOR ADDITIONAL SALVAGE FOR LANDLORD IF DESIRED. Q r INFO. v 22. REMOVE 4 SALVAGE CE) wool) ENTRY DOORS 4 FRAME FOR RELOCATION. J > F.:`' p U S. REMOVE ALL OBSOLETE WINDOW DECALS 4 INTERIOR ROOM ID SIGNAGE. I . L _§ zo 23, REMOVE (E) COPY ROOM CASEWORK IN PREVIOUS TENANT SUITE 4 IN CURRENT SUITE V ° ET- - 1 9. EXTERIOR BLINDS TO REMAIN, LION. PROTECT DURING CONSTRUCTION. VERIFY EXT. 300. Q o o BLINDS THAT ARE DAMAGED 4 REQUIRE REPLACEMENT. U.ON. 24. REMOVE ALL CABINETRY IN FORMER BREAK ROOM. SEE MEP PLANS FOR REUSE OF Z ■ s 10. REMOVE EXISTING COUNTERTOP, SINK AND FAUCET FOR REPLACEMENT, IN SUITE 300 PLUMBING 4 ELECTRICAL. BREAKROOM. BASE 4 UPPER CABINETS TO REMAIN, 25, EXISTING RESILIENT FLOORING TO REMAIN. 0ED 4904 11• REMOVE PLYWOOD AND OBSOLETE EQUIPMENT e PREVIOUS NETWORK ROOM. "HEATH II. LARSEN 26. BASE FEED TO BE RELOCATED. SEE ELECTRICAL. �j 12. REMOVE PORTION OF (E) WALL AS REQUIRED FOR NEW DOOR OPENING.' :I 21. PROVIDE METAL DOOR FRAME AT OPENING. (FINISH JAMB 4 HEAD W/ GYP. BD. PER IloSEVILE, CALIFORNIA„: 13. REMOVE 4 SALVAGE EXTERIOR BLINDS WHERE WALLS REMOVED OR ADDED 4 NEW FLOOR PLAN) _ OA ARI-11468 O BLINDS WILL BE REQUIRED. SEE FINISH LEGEND/ PLAN. grEXP.12 3110�r OF W ''.-- i LIMIT OF WORK (SUITE 300) PHASE 2 / ADJACENT SUITE (N_I.C.) a Z (/-------- 0 0 0 0 0_ ... ___, __ ___., 0 0 0 0 O .....iii - --., o D.- o0 W _ _ �� jl _ VIII � �I�lI I I 111 II II II141;6: A6 Al Al / �; A2 A3 ,. n , - o r I1 A4 o , o1 - r 4 III yl Vol III viiIi II II In I III ------, rn m 111 (----- (----- 0 r C.3 o i`• >1 TVP. 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J. / , ` 641 I I ® o . ,,_ _,:,_ _ ir _ __=- -Li Hii r ,_-_-_,--1„,i_ _,:1, " r _{,- . ,-_71 1 �� r- - -- 1I I -- -� *.ii 641 �\ I IIIr �\ ILII /� II �\ I! / H \ III1I / H \ / I b� ,°11 _444. :f i CO YSII -'II'- II �`LIIIo II -tll�- IIrill o I I .- „ I -��rZj-r 1. A,9- I I I� 11 11� IL _ _ _ .. v _O ,-TII II I1 I . II ` ��fr - 1t=om -,Io II -.I P--)=-- / [L D� �.- DI 0 , e 14 I 1 .- DII O9'YP_ Z ® ® J ® 11 0 I J.. �; I t., II O B , •�► g�II . M.O. .� II y ,.tea �_ y �J �� o - Y ::.:..»..w , Y A �71 C > m Y _ �*m�� Iv I1--) . : _ .J, _ .. iF .. _ --- Y J '"' L \ rli O M TYPICAL NOTES W oo•000 _pi` _ -� l_ DATE01-28-2019 o o 0 (5--) i�n�r o CD 0 o SCALE AS NOTED MGR HHL LIMIT OF WORK (SUITE 300 EXPANSION) PHASE I / ADJACENT SUITE (N.I.C.) �,, JOB CEN021 SHEET (1) DEMOLITION PLAN SCALE : 1/811 = 1'-O'1 z A-100 OF SHEETS HDL DESIGN HEREBYI EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE I+IpT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. FLOOR PLAN NOTES DETAILS SYMBOLS LEGEND REVISIONS BY 28. (E) TEMP. GLASS WINDOWS 0'-0" TO 84" AFF TO REMAIN_ 0i/28/19 o ALIGN. FIN 15H. 15. SEE ELECTRICAL DRAWINGS FOR POWER 4 COMMUNICATION ❑ EXISTING COLUMNS, SHAFTS, CORE WALLS PC SUBMITTAL REQUIREMENTS 4 LOCATIONS. 29, FURR COLUMN TO CLOSE GAP TO EXISTING CORRIDOR WALL. 4 EXTERIOR WALLS TO REMAIN 2. SEE A-600 FOR ENLARGED BREAK ROOM, MOTHER'S ROOM, COPT EXISTING WALLS TO REMAIN (NON-SECURE) ROOM PLANS 4 CASEWORK ELEVATIONS. 16. SEE A-200 FOR DOOR LEGEND 4 A-600 FOR EQUIPMENT LEGEND. 30. PROVIDE NEW SOLID SURI=ACE COUNTERTOP (55-1) AT EXISTING CABINETS e + 34" AFF MAX. SINK 1-1A5 PARALLEL APPROACH, SIDE-REACH ACCESS. INSTALL 12/A-100 EXISTING FULL HEIGHT WALL OR SEE NEW PONY 3. ALL ITEMS NOT INDICATED OR NOTED ARE (E) TO REMAIN AS-I5. 11. WORK STATIONS (BY TENANT) SHALL HAVE AN ACCESSIBLE WORK NEW UNDER-MOUNT SINK AND NEW FAUCET. SEE 11/A-500 SIM 4 6/A-500 FOR 14/A-100 WALL DETAIL 14/4-100 IF NOT FULL HEIGHT AT COUNTER OR BE ADJUSTABLE TO ACCOMMODATE EMPLOYEE NEEDS. COUNTER (SIM) AT SINK PROVIDE DRILLED HOLES IN COUNTER FOR COFFEE TENANT SPACE. 4. PATCH AND REPAIR WALLS WHERE WALLS OR OTHER CONSTRUCTION FURNITURE PLANS BY VENDOR. MAKER PLUMBING 4 POWER TO MICROWAVE. LOWER PAPER TOWEL REMOVED OR RELOCATED. TYPICAL THROUGHOUT SUITE. SEE DEMO DISPENSER 50 PAPER OPENING IS MAX. +46". 13/A-100 r ... NEW CEILING HIGH WALL PLAN. 18. EXISTING FULL HEIGHT WALL. (E) SECURE WALLS (TO UNDERSIDE OF ROOF DECK) TO REMAIN AS-IS. 31. PROVIDE NEW 48 x 96 GLASS MARKER BOARD (GMB-1) IN CONFERENCE 12/4-100 .•+• • NEW FULL HEIGHT WALL 5. (E) STAIRS TO REMAIN AS-IS. ROOM CENTERED ON WALL AND MOUNTED AT + 3'-0" TO BOTTOM. ■ v E 19. NOT USED. - NEW PONY WALL OVER EXISTING WALL ` ; 0 6. ALL POWER AND DATA OUTLETS SHOWN ARE EXISTING U.O.N. SEE 32. NEW MAKER BOARD (MB3) ON OFFICES CENTERED ON WALL AND MOUNTED AT C .D o` Ri ELECTRICAL PLANS FOR ADDITIONAL INFO. 20. VERIFY ACOUSTICAL WINDOW SEAL IS CONTINUOUS WITHOUT GAPS AT +3'-0" TO BOTTOM. o DOOR I HARDWARE KEY. SEE A-200 •� p1 5 �, v WALL-TO-MULLION JOINTS. RE-SEAL IF ANY GAPS EXIST TYP. AT ALL (./) c • c 0_ 1. PROVIDE BACKING IN WALLS AS REQUIRED TO SUPPORT NEW EXISTING CONDITIONS. SEE 8/A-100 SIM. 33. NEW 80" DISPLAY SCREEN WI 6 NETWORK/POWER AT DISPLAY AND 4 ICR I GARD READER (NEW U.ON.) WCs „2s WALL-MOUNTED EQUIPMENT, FURNITURE, CABINETS 4 HVAC EQUIPMENT, NETWORK/POWER AT TABLE, SEE ELECTRICAL. VERIFY FLOOR CORE P c oc n �a r,;,n o TYP. 21. ALL FURNISHINGS SUPPLIED AND INSTALLED BY TENANTS VENDOR., U.ON. LOCATIONS W/ FURN. FIRE EXTINGUISHER CABINET Q `' a) ELEC. CONNECTIONS BY GC. FE .2 V 8. (N) SEMI-RECESSED FE CABINETS 4 ABC FIRE EXTINGUISHER W/ FIRE 34. (E) GYP. BD. OPENING TO REMAIN. .& BRACKET MOUNTED FIRE EXTINGUISHER J u �'- 22. INFILL WALLS WHERE DOORS 4 FRAMES ARE REMOVED, TYP. MARSHAL APPROVED SIGNAGE ABOVE. SEE 4/A-100 FOR MOUNTING 1 . -:.c.20 = a 0 HEIGHT 4 EQUIPMENT LEGEND A-600. 35. (E) DOOR, FRAME, 4 HARDWARE TO REMAIN AS-IS, UON. ® FIRE ALARM/HORNSTROBE 0. 1 23. FIELD VERIFY WALL HEIGHTS ABOVE CEILING. PROVIDE CLOSURE PONY o ° 9. ALL WALLS SHALL HAVE LEVEL 4, SMOOTH TEXTURE, UON. FLOAT WALLS PER 14/A-100 ABOVE EXISTING, IF WALLS ARE NOT FULL HEIGHT 36. (E) FULL HT. WALL TO REMAIN 6 OFFICE 6. C) THERMOSTAT Z . v r EXISTING WALLS AS REQ'D. 4 SECURE WHERE NOTED. SEE WALL SYMBOLS LEGEND, TYP. AT SECURE ROOMS AND DEMISING WALLS. 31. PATCH 4 REPAIR WALLS WHERE OBSOLETE BASE FEEDS ARE REMOVED. SEE ® BASE FEED (E) SEE ELECT. DWGS. 10. SEE SHEET A-100 FOR ACCESSIBILITY REQUIREMENTS. ELECT. DUPLEX POWER OUTLET r '4/9 24. SEE SHEET A-500 FOR ENLARGED (E) RESTROOM PLANS. 'c % 11. SEE FINISH LEGEND AND FINISH PLAN A-400 FOR NEW FINISH MATERIALS. 35. (E) SOLID DOOR I HARDWARE TO REMAIN 45-IS. PAINT FRAME PT-4. ® DUPLEX FLOOR POWER OUTLET HEATHER H. LARSEN 25. ADD 20" WIDE X 6 -6 CLEAR TEMPERED GLASS LITES IN (E) NOTED 12. ALL DOORS SHALL COMPLY WITH 15/A-100 4 1/A-100. DOORS. SEE DOOR TYPE Al, SHEET A-200. REPLACE ALL EXISTING 39. (E) ACCESS CONTROLLED DOOR TO REMAIN. PAINT TENANT SIDE OF DOOR LOCKSETS AT PRIVATE OFFICES WITH PASSAGE LATCHSETS. SEE HARDWARE FRAME PT-4. C DATA OUTLET (E) • R SEVILLE, CALIFORNIA 13. ALL ACCESSORIES, WALL MOUNTED ITEMS, HARDWARE 4 CONTROLS, ETC. SPECS SHEET A-200 _, cA� ARI-11468 02 SHALL COMPLY W/ 4/A-100. 40. ADD 4'x8'x3/4" FR. CONTIN. PAINTED PLYWOOD ON 3 WALLS IN NETWORK ROOM. ® DATA FLOOR OUTLET CE) ,9r EXP.123119 .f'! 26. RELOCATE EM. LIGHT A5 REQ'D FOR DOOR TO OPEN 90'. F OF & 14. NEW EVAC SOX BY TENANT (INSTALLED BY TENANT) NOT TO EXCEED 4" 41. FINISH OPENING JAMBS 4 HEAD W/ NEW GYP. BD. • BLANK COYER PLATE DP. FOR PROTRUDING OBJECTS. 21, (E) HIGH TEMP. GLASS TRANSOM WINDOWS 6 +15" TO +84" AFF TO REMAIN. ® FIRE ALARM PULL STATION (E) W D LIMIT OF WORK (SUITE 300) PHASE 2 ADJACENT SUITE (N.I.C.) e lit-j' 0 0 0 0 0 � _ �� -10 0 0 o z c9 0 W _ Y Y u gym!\® I �� '� J' �i , �� \ Da..„, � � Y n u u Y Y 11 �_;L Y 11ZO5K I. .. j..n 1 / ` \fl / AO ✓ Y / _ Y Y u Y ,. r gyp . v O 0 AW ,iii A° Li r:i 0 LLI o OFF. 9 C. bi .: . 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CONFERENCE +85 r.-- U U 05= crril b _ =' Y 1 _•• C +47" I +47� ®� 344 ®! 1' +47� /� a T I` CC CO TYPICAL •T 5 342 �,,� - 1 OFF.1 O -7ra0 TYP. E- II • I d.I ] .. +,D 345 (SIM) 00000000041:0000011) ' r,-1 __,_,,.,,_. 0 , 0....1 - a; o r gggrt=13ED O - = _ =.11.0 '� ell ® OS �1 @L25) 0 ` +� �� DATE 01-28-2019 0 0 o 1 I •,=1� „ o TYP.0 0 0 0 SCALE AS NOTED MGR NHL LIMIT OF WORK (SUITE 300 EXPANSION) PHASE I / ADJACENT SUITE (N.I.G.) JOB cEN021 f / SHEET 0 FLOOR + FURNITURE PLAN SCALE : 1/8" = 1'-0" iihk A-101 OF SHEETS HDL DESIGN HEREBYI EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE +I TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIiSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WR[TTEN PERMISSION ANO CONSENT. INIMIIIIIIIRIMMIIIIIIIIN • • • • -�� ,�,,.:, . :. \ , ... \ : \\i .:s>. \ REVISIONS BY EP MMM'' `` I HARDWARE GROUPS DOOR & HARDWARE GEN ' L NOTES MM „, `4 : : 19 REMARKS/NOTES: ST = STEEL GRQUP 1 - PRIVATE OFFICE/ CONF ROOM (PASSAGE) O PROVIDE SOLID BLOCKING OR STRAPPING N WALLS BEHIND WALL BUMPERS. PC SUBMITTAL DOOR/ N=NEW AL = ALUMINUM FRAME (4) PLAIN BEARING HINGES SIZE DOOR FRAME STATUS SIDELIGHT R=RELOCATED GL = GLASS (1) LEVER HANDLE PASSAGE LATCHSET 2. REUSE SALVAGED METAL DOOR FRAMES FOR NEW LAYOUT.REPAIR ANY DENTS BEFORE PAINTING, E=EXISTING ANDD - ANODIZED (1)FLOOR MOUNTED DOOR STOP TOUCH UP DOORS FROM GOUGES AND SCRATCHES.PROVIDE ADDITIONAL METAL FRAMES AS NO. ROOM 55 = STAINLESS STEEL (3) DOOR SILENCERS REQUIRED PER FLOOR PLATT.RATED DOORS MAY BE RE-USED AT LOCATIONS WHERE RATED DOORS © HARDWARE N=NEW ARE NOT REQUIRED.CONTRACTOR TO VERFY WITH PROPERTY MANAGER HOW TO STORE ANY R-RELOC MTL = METAL PL = PLASTIC LAMINATE (1) GOAT NOOK - CENTERED ON DOOR, MOUNTED INSIDE ROOM REMAINING UNUSED DOORS.SEE DEMO 4 NEW FLOOR PLANS FOR POOR COORDINATION WxH TYPE RATING GROUP TYPE MATL. PIN. E=EX15T'G W N RATING PT = PAINT GROUP 2- PASSAGE DOOR (W/ CLOSER) 3. CONTRACTOR TO COORDINATE KEYING WITH PROPERTY MANAGER AND PROJECT MANAGER ALL (4) PLAIN BEARING HINGES KEYS ARE TO BE KEYED TO THE BUILDING MASTER AND THE TENANT SPACE PLACED ON A TENANT 300 3'-0" x 8'-0" Al - 1 Al ST PT R/N OFFICE 5 (1) LEVER HANDLE PASSAGE LATCHSET SUB MASTER.FOUR COPIES OF THE TENANT SUB MASTER SHOULD BE SUPPLIED TO THE TENANT. 301 3'-0" x 8'-0" Al - 1 Al ST PT R/N OFFICE 4 (I)FLOOR MOUNTED DOOR STOP (3) DOOR SILENCERS 4. DOOR OPERATING DEVICES SHALL BE CAPABLE OF OPERATION WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST.ALL DOORS SHALL HAVE ADA ■ r E 302 3'-0" x 8'-0" Al - 1 Al ST PT R/E OFFICE 3 (I)CLOSER COMPLIANT LEVER HANDLES UNLESS NOTED OTHERWISE. m iL i ° 303 3'-0" x 5'-0" Al - 1 Al ST PT R/E OFFICE 2 GROUP 3 - POCKET DOOR (PASSAGE/ PULL) (NOT USED) 5. ALL MEANS OF EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE WHICH EGRESS IS TO •� 6o (I)POCKET DOOR CAGE 4 OVERHEAD TRACK BE MADE WITHOUT THE USE OF A SPECIAL KEY OR SPECIAL KNOWLEDGE OR SPECIAL EFFORT. •- d 6 2 °D 304 3'-0" x 8'-0" A - 2 A ST PT R/E CONFERENCE +� n .r► (1) INVERTED STOP V� m c {� 305 3'-0" x 8'-0" I Al - I Al ST PT R/E OFFICE 1 (2) G-PULLS 6. ALL CLOSERS SHALL MEET THE REQUIREMENTS OF THE ADA AND IBC (MAX OPENING FORCE 15 LBS. - ' r, ,,; a� AT INTERIOR, 5 LBS. AT EXTERIOR DOORS), SEE 15/A-100. °� N r. 306, 3'-0" x 8'-0" A - 60 A ST PT R/R MOTHERS ROOM ACCESS CONTROL HARDWARE 4 CLOSER GROUP 4- EXIT STAIRS (EXISTING TO REMAIN) Q N cl` n 2 1. FIELD VERIFY ALL DOOR SIZES PRIOR TO FABRICATION AND INSTALLATION. L ' o o r EXISTING HARDWARE TO REMAIN � u 301 3'-0" x 8'-0" A - 60 Al ST PT R/N NETWORK ACCESS CONTROL HARDWARE 4 CLOSER U v�Er: E 8. CONFIRM THAT ACCESS CONTROL SYSTEMS ON ALL (N) 4 (E)DOORS COMPLY W/ALL APPLICABLE= 308 PR. 3'-0" x 8'-0" B - 10 B 5T PT N/N OPEN OFFICE EXIT ACCESS CONTROL HARDWARE 4 CLOSES PAINT TENANT SIDE OF FRAME FT-4. GROUP 5- FR. TRAINING ROOM DOORS.(NOT USED) BUILDING CODES. J (2) 1 i PR. BALL BEARING HINGESI x 75 309 3'-0" x 8'-0" A - 60 A ST PT R/R OPEN OFFICE EXIT ACCESS CONTROL HARDWARE 4 CLOSER PAINT TENANT SIDE OF FRAME PT-4. (2)3 DOOR SILENCERS 9. ALL HARDWARE FINISHES TO MATCH BLDG.STD.('625 BRIGHT CHROME PLATED)FINISH UON. HINGES, a E o d S 310 3'-0" x 8'-0" A - 2 A ST PT E/E BREAK ROOM (2) DOOR CLOSERS STOPS, CLOSERS, STRIKE PLATES, 4 COAT HOOKS MAY HAVE SATIN CHROME FINISH. mn Q 'v (2)FLOOR MOUNTED DOOR STOPS ■ r 311 PR 3'-0" x 8'-0" B - 10 B ST PT R/R LOBBY ACCESS CONTROL HARDWARE 4 CLOSER PAINT TENANT SIDE OF F=RAME PT-4. (2) 10" 'C' PULLS x 625 10. ALL KICK PLATES TO BE INSTALLED ON THE PUSH SIDE OF DOOR MFR: ROCKWOOD,SIZE: 8"x34" (2) 10" x 3" PUSH PLATES x 625 FINISH: MATCH EXISTING TENANT HARDWARE FNISH. 11. ALL COAT HOOKS TO BE PER TENANT SPEC,MOUNTED AT MAX 48" APF. (AN ADDITIONAL HOOK MAY 'C°D 4/9r GROUP 60 - ACS DOOR (SINGLE W/ ELEC. LOCK - FAIL SECURE) BE ADDED AT +12" 1F DESIRED). ALL COAT HOOKS TO BE INSTALLED ON THE INSIDE OF ROOM. 7)4 'HEATHER (3) HINGES WITH BALL BEARINGS (NRP AT OUTSWINGING SUITE DOORS) WHERE (E)COAT HOOKS OCCUR ON REUSED DOORS THAT DO NOT REQUIRE COAT HOOKS,REMOVE 4 H. LARSEN (1) ELECTRIC TRANSFER HINGE FILL HOLE TO MATCH POOR COLOR (E)COAT HOOKS TO REMAIN ON DOORS THAT REQUIRE COAT � (1) LEVER HANDLE ELECT. LOCKSET (FAIL SECURE) HOOKS 4 ARE ACCEPTABLE AT PRIVATE OFFICES,CONFERENCE ROOMS,STORAGE ROOMS 4 UTILITY . !� (1)FLOOR MOUNTED DOOR STOP ROOMS,PROVIDED THAT THE HEIGHT IS WITH IN THE ACCESSIBLE REACH RANGE_ R05EVILLE, CALIFORNIA 2 (1) SMOKE SEAL (IF REQ'D BY CODE) d) ARI-11468 0 (3J DOOR SILENCERS 12. ALL DOOR FRAMES AND CABINETS SHALL HAVE SILICONE SILENCER TABS OR SEALS. -•• �,9r EXP.12 31 19 (I) DOOR CLOSER 13. PROVIDE NRP HINGES AT OUTSWINGING TENANT SUITE DOORS. REPLACE (E)AS NEEDED.ALL SECURITY OF 0Q` (1) STRIKE LATCH GUARD (OUT SWINGING DOORS ONLY) DEVICES,HARDWARE, 4 ROUGH-INS INSTALLED IN ADDITION TO ITEMS LISTED N DOOR SCHEDULE/GROUP. (1) BADGE READER, MOTION SENSOR, DOOR CONTACT - PROVIDED BY OTHERS • REFER TO ROUGH-IN DETAIL FOR HARDWARE AND ROUGH-IN 14. ALL GLAZING N HAZARDOUS LOCATIONS SHALL BE I=i irmrctD OR SAFETY GLASS AS INDICATED INSTALLATION LOCATIONS/ SPECIFICATIONS. SEE ELEC. PLANS. WITH 'T' ON WINDOW AND DOOR ELEVATIONS. • IN THE EVENT LOCAL CODE REQUIRES THE USE OF FAIL SAFE w DOOR STRIKES CONTRACTOR TO PROVIDE AND INSTALL: (1) HES 15. REPLACE LEATHER STRIPPING ON ALL EXISTING AND RELOCATED EXTERIOR DOORS.(NOT USED) z Z 2005113 SMART PAG NEI. * 16. CONTRACTOR 15 RESPONSIBLE FOR SELECTING DOOR STRIKE FACEPLATES COMPATIBLE WITH v-• �j HARDWARE LISTED N DOOR SCHEDULE/GROUPS. ALL HARDWARE (INCLUDING SECURITY DOOR Q GROUP 10 - ACS DOOR (DOUBLE DOOR STRIKE - NO INTERCOM)- FAIL SECUREL HARDWARE 4 ADA HARDWARE)AND ROUGH-INS TO BE PROVIDED 4 INSTALLED BY CONTRACTOR (1) HINGES WITH BEARINGS (6 HINGES FOR 1' DOORS, 8 HINGES FOR 5' DOORS, NRP * ' - OUT-SWINGING DOORS) 11. ALL CONDUIT WILL BE CONNECTED TO JUNCTION BOX AND RAN TO DEVICE/HARDWARE LOCATION. W M (1) ELECTRIC TRANSFER HINGE LULL j (2)FLOOR MOUNTED DOOR STOP 18. ALL CONDUIT L CONTAIN A PULL STRING FROM JUNCTION BOX TO DEVICE/HARDWARE LOCATION. ❑ (2) SMOKE SEALS (2) DOOR CLOSER 15. ONLY THE SPECIFIED DEVICES AND HARDWARE LISTED ARE APPROVED FOR USE.NO SUBSTITUTIONS ZCr (1) SET AUTOMATIC FLUSH BOLTS ALLOWED UNLESS REVIEWED 4 APPROVED BY CLIENT OR ARCHITECT. W a (1) ASTRAGAL 20. ADD METAL VENTILATION LOUVER AT BOTTOM OF SERVER ROOM DOOR, IF NOTED FOR MAKE-UP AIR U (1) COORDINATOR ON MECH'L PLANS. PT.FINISH TO MATCH FRAME. (1) 24V FAIL SAFE ELECTRIFIED MORTISE LOCKSET _, 0 E (1) BADGE READER, MOTION SENSOR. DOOR CONTACT - PROVIDED BY OTHERS 21. SENSOR RELEASE OF ELECTRICALLY LOCKED EGRESS DOORS SHALL COMPLY WITH IBC 1010.1.35. • REFER TO ROUGH-IN DETAIL FOR HARDWARE MD ROUGH-IN INSTALLATION LOCATIONS/ SPECIFICATIONS. SEE ELECT. PLANS. I.)SENSOR INSTALLED ON EGRESS SIDE,TO DETECT OCCUPANT APPROACHING.DOORS UNLOCK BY • CONTRACTOR RESPONSIBLE FOR ALL DOOR CORING AND FRAME A SIGNAL FROM OR LOSS CF POWER FOR SENSOR D 0 0 R TYPES/ FRAME TYPES PREP REQUIRED FOR TRANSFER HINGE. 2)LOSS OF POWER TO THE LOCK SHALL AUTOMATICALLY UNLOCK THE DOORS (FAIL-SAFE). 3.)PROVIDE A MANUAL UNLOCKING DEVICE (PUSH BUTTON)40"-48" AFF., 4 WITHIN 5' OF SAID DOORS.SIGN "PUSH TO EXIT".PROVIDE CLEAR ACCESS. DEVICE SHALL DIRECTLY INTERRUPT 13 13 POWER TO THE LOCK OR CONTROLS 4 DOORS SHALL REMAIN UNLOCKED FOR MN.30 SECONDS. A-200 A-200 I 4.)ACTIVATION OF BUILDING FIRE ALART-1 SYSTEM,AUTOMATIC SPRINKLER SYSTEM OR FIRE 3' , 6' / DETECTION SYSTEM SHALL AUTOMATICALLY UNLOCK THE DOORS.DOORS TO REMAIN UNLOCKED i"x36" UNTIL ACTIVATED SYSTEM I5 RESET. ii 7,... NON-RATED 22. ELECTROMAGNETICALLY LOCKED EGRESS DOORS SHALL COMPLY WITH IBC 1010.1.9.5.DOOR SHALL TEMP. HAVE A BUILT-IN SWITCH THAT DOES ALL: GLASS YIEWPORT * I.) IS AFFIXED TO THE DOOR LEAF AND 15 OBVIOUS 4 READILY OPERATED. INACTIVE 2.)OPERATION CAPABLE WITH ONE HAND. LEAF R io ,, p 3)OPERATION OF THE HARDWARE INTERRUPTS THE POWER TO THE MAG LOCK 4 UNLOCKS THE DOOR p L F W'4 t1 IK 4)LOSS OF POWER UNLOCKS THE DOOR. _ 1� n 5)WHEN PANIC HARDWARE REQUIRED BY SECTION 1010.1.10, OPERATION OF IT ALSO RELEASE MAG LOCK J N LalQ _1 4) C.. !L RN Q 6.)LOCKING SYSTEM LISTED IN ACCORDANCE WITH UL254, a 6. 23. ALL SECURITY DEVICES TO BE PROVIDED 4 INSTALLED BY TENANT OR ON BEHALF OF TENANT BY OTHERS. c� 24. REPAIR MINI-BLIND SCREW HOLES IN WINDOW FRAMES PRIOR TO REPAINTNa. W\ a 4 SINGLE DOOR - RELCHERRY VE 5G B DOUBLE ENTRY DOOR - 5C WOOD DOOR W/ 25, WHEN GLASS SIDELIGHTS ARE RELOCATED FROM CORRIDORS TO WITHIN TENANT SPACE,WIRE GLASS 15 NOT Y 0 CC WOOD DOOR W/ CHERRY VENEER CHERRY VENEER W/ CUSTOM MEDIUM CHERRY W/ CUSTOM MEDIUM CHERRY STAIN STAIN IN TIMELY STANDARD PROFILE REQUIRED. REPLACE WIRE GLASS V CLEAR TEMP.GLASS. IN TIMELY STANDARD PROFILE BROWNTONE PAINTED FRAME. PAINT FRAMES Z gCC BROWNTONE (OR USE WESTERN PT-4 ON TENANT SIDE OF DOOR. VIEWPORT 26. REPLACE ELECT.TRANSFER HINGE. la WHITE WHERE NEW) PAINTED MIL FRAME: BLACK J FRAME. PAINT FRAMES PT-4 21. REPLACE LOCKSET W/PASSAGE LATCHSET. OK TO RETAIN CLOSER 0 HARDWARE SPECIFICATIONS i 4.--N\31 LEVER HANDLED 3 !k..-20.0./ PASSAGE LATCHSET: SARGENT 1OLP x 15 x 625 N )1` I' LEVER HANDLED - l_ i OFFICE LOCKSET: SARGENT IOLP x 05 x 625 + LEVER HANDLED anGYPSUMBOARD OYER STOREROOM LOCKSET: SARGENT 11DLP x 04 x 625 TVP. METAL STUD ELECTRIC MORTISE 1 LOCKSET (FAIL SECURE): SARGENT 8200 ELECTRIC MORTISE LOCKSET 10LP x 271 x 625 ko ELECTRIFIED CYLINDRICAL LEVER LOCKSET (FAIL SAFE): SARGENT 10G10 LB 24V 3/8"�� ELECT. STRIKE: VON DUPRIN 4200 OR 6400 SERIES �� _ _ METAL FRAME �� = _ PLAIN BEARING HINGES: STANLEY F119, 41/" x 4%" x 625 CO ,I, `-\ BALL BEARING HINGES: STANLEY FBB119 4"2" x 4�iz" x 625 -r 1 MINIMAL Q _ � DIMENSION ELECTRIC TRANSFER HINGE: STANLEY CEFBBI19 4'%" x 41,x" x 625 F- ql SINGLE DOOR WI LITS SAME A5 A yi / BB/ NRP HINGES: STANLEY NRP/ FBBI19, 41%" x 41/2" x 625 W W/ 20" WIDE x 6'-4" CLEAR TEMP. LITE IN DOOR INSTALLED INW n / SMOKE SEAL COORDINATOR: IVES COR 52 - FL20 US2$ CC PAINTED METAL FRAME/ STOPS, IN HEAD V , CC TIMELY STANDARD PROFILE WHERE REQ D. AUTOMATIC FLUSH BOLTS Q O WESTERN WHITE (WHERE NEW) 4 DP STRIKE: IVES FB 41P 630 W/ 481-485 O PAINTED FRAME. PAINT FRAMES PT-4. WINDOW STOP COLOR: 3/8" 3/4" 1 1/8" BLACK (RE-USE 4 RETROFIT -/--)'-' t / 4, DOOR CLOSER LGN 401DEL ALUMINUM 626 CC 0 EXISTING DOORS). ,2/ WALL STOP: IVES W5 401 GGY 626 Q r_.. . �-- - DOOR HINGE DOMED DOOR STOP: IVES F5 436 626 = / o KICK PLATE: TRIMCO K6000, 8" H., SATIN CHROME U626D ELECTROMAGNETIC LOCK: RCI MODEL 8312 W/ FILLER BARS, BRUSHED ANOD. ALUM. FINISH O W - - - THRESHOLD: PEMKO SADDLE 5"-211D (OR EQ) O = . SMOKE AND DRAFT SEALS: PEMKO 588W - WHITE (MATCH DOOR FRAME) 0 Nt .= DOOR STRIKE: SCHLAGE 10-025 (OR EQ) • LATCHGUARD * STRIKE: (OUT-SWINGING DOORS ONLY) DATE 01-28-2019 BADGE READER: PROVIDED BY OTHERS SCALE AS NOTED - 1 PANIC EXIT DEVICE: VON DUPRIN 3000 SERIES EXIT DEVICE WI CONCEALED VERTICAL MGR HHL JAMB RODS UJ/PULLS, SATIN CHROME. BIFOLD DOOR TRACK: GRANT OR EQ. JOB CEN021 METAL DOOR FRAME (SIM)Gil COAT HOOK: 3M 'COMMAND" "685621 FOREVER CLASSIC BRUSHED NICKEL SHEET LARGE METAL HOOK MOUNT * +48" AFF. SCALE: 6" = 1 '-O" D-ORATE C-PULL TRIMCO 1111-1 ZE A-240 ASTRAGAL: PEMKO 355DV (ON CORRIDOR SIDE USE DARK BRONANODIZED) OF SHEETS HDL DESIGN HEREBYI EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NIDI TC BE REPRODUCED, CHANGED OR COPIED 1N ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSION OF HOL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 � 1 REVISIONS BY DEMOLITION CEILING PLAN NOTES: WALL LEGEND SYMBOLS LEGEND 01/28/19 O ALL IMPROVEMENTS ARE EXISTING TO REMAIN, U.ON. = _ _ _ = WALLS TO BE REMOVED PC SUBMITTAL EXISTING WALLS TO REMAIN EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING TO REMAIN. 2. EXISTING SUSPENDED CEILING, GRID, HVAC DIFFUSERS, AND SPRINKLER HEADS TO REMAIN, UNLESS OTHERWISE NOTED OR EXISTING 2x4 SUSPENDED CEILING GRID AND TILES TO BE REQUIRED BY CODE. SEE MECHANICAL AND ELECTRICAL PLANS. I — REMOVED FOR NEW WALL CONSTRUCTION (TI-IRU-GRID)._ — + SEE FLOOR PLAN. SALVAGE ALL TILES (COORDINATE 3. DASHED ITEMS INDICATE (E) WALLS, CEILING TILES/ GRID, LIGHT WITH LANDLORD) FOR FUTURE RE-USE. FIXTURES ETC. TO BE REMOVED. VERIFY PER ELECTRICAL DRAWINGS. , EXISTING 2x2 4 2x4 LAY-IN LIGHT FIXTURE 4. REMOVE CEILING GRID 4 TILES FOR REPLACEMENT WHERE WALLS 0o EXISTING 6" 4 9" DIAM. RECESSED CAN LIGHT FIXTURES ■ o ARE REMOVED AND WHERE NEW WALLS ARE TO 5E BUILT. SEE FLOOR PLAN AND RCP FOR NEW LAYOUT (SHADED AREA). SALVAGE (E) LIGHTED OR LUMINOUS EXIT SIGN (ARROWS INDICATE p a o ALL PILES FOR RE-USE PER RCP. MT T® ® �� .L o EXIT DIRECTION) d 6T 5. (E) LIGHTED EXIT SIGN TO REMAIN AS-IS. SEE ELECTRICAL. # FIRE SPRINKLER HEAD (E) - SEE FIRE SPRINKLER PLANS c 4 1O c r "r2 M t 6. (E) HVAC SUPPLY AND RETURN REGISTERS TO REMAIN AS-IS UNLESSo r^ a MODIFICATIONS ARE REQ'D. SEE MECH. DWGS. ®® SUPPLY AIR DIFFUSER (E) - SEE HVAC PLANS o u 1 -- E 7. EXISTING CEILING HEIGHT TO REMAIN AS IS THROUGHOUT C+/- 9'-I��"). El RETURN AIR GRILLE (E) - SEE HVAC PLANS _J d > . B. RELOCATE LIGHT SWITCHES AS REQUIRED FOR NEW LAYOUT. SEE &os LIGHT SWITCH (E) ^ V 1 OIL 1 5 ELECTRICAL PLANS. F f v ■ 'S® SMOKE DETECTOR (E) Z - s S. REMOVE 4 SALVAGE ILLUMINATED EXIT SIGNS FOR REINSTALLATION Q' SPEAKER (E) AS NEEDED. SEE NEW REFLECTED CEILING PLAN 4 ELECTRICAL. 10. (E) CONDUIT SLEEVES. SEE ELECTRICAL. ® MOTION SENSOR (E) [ �( kED'49 HEATH H. LARSEN 6 °® FIRE ALARM CE) 7 ©® DEVICE ROSEVILLE, CALIFORNIA • • WARI-11468 :-,,„,, r0.12-31-1901# OF W D :::,:c. Z LIMIT OF WORK (SUITE 300) PHASE 2 NOT-A-PART ADJACENT SUITE (N.I.C.) Z 0 0 0 0 0 � I _ Ir _ 0 0 o a z 0 ,. 0 Nom) ff '.^,,,,':\N:1 Z V2, �u .0 IN _. h , V Y 3 ILI=. 7 /// '....' C) E ■■ ■ MIS j 1 —.. 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ALL IMPROVEMENTS ARE EXISTING TO REMAIN U.ON. NEW 2x4 SUSPENDED ACOUSTICAL CEILING ASSEMBLY TO (N)t- z NEW LIGHTED OR LUMINOUS EXIT SIGN (ARROWS INDICATE EXITpfRECTIONJ. EXISTING COLUMNS 4 EXTERIOR WALLS TO MATCH EXISTING. SEE A-S00 FOR SUSPENSION. (15/16" WHITE 2. EXISTING 2'x4" SUSPENDED T-BAR CEILING GRID, TILES AND HVAC DIFFUSERS, Mit T GRID BY ARMSTRONG OR EQ. W/ 2x4 "SECOND LOOK" TYPE \ i -_. REMAIN SPRINKLER HEADS, ETC. TO REMAIN, UNLESS OTHERWISE NOTED OR REQUIRED • TEGULAR TILES) V.IF. RE-USE CEILING TILES AS AVAILABLE /\ SUPPLY AIR DIFFUSER (N) - SEE HVAC PLANS EXISTING WALLS TO REMAIN BY CODE. CLEAN ALL AIR DIFFUSER GRILLES AND REGISTERS. PATCH AND FROM DEMOLITION. REPAIR WHERE WALLS REMOVED. - SEE SHADED AREA. \ RETURN AIR GRILLE (N) - SEE HVAC PLANS 12/4-700 r EXISTING FULL HEIGHT WALL OR SEE PONY EXISTING 2x4 SUSPENDED ACOUSTICAL CEILING 14/4-700 WALL DETAIL I4/A-700 IF NOT FULL HEIGHT. 3. SEE ELECTRICAL AND MECHANICAL PLANS FOR LIGHTS AND HVAC CEILING TO REMAIN. 13/A-100 NEW CEILING HIGH WALL DIFFUSERS/DUCT DISTRIBUTION. 7 EXISTING 2x2 4 2x4 LAY-IN LIGHT FIXTURE 4. PROVIDE NEW CEILING TILES TO MATCH EXISTING AS REQUIRED FOR FOR NEW 12/A-700 �...�.•'•-. NEW FULL HEIGHT WALL WALL LAYOUT. (AREAS SHOWN SHADED) NEW 2'x2' 4 2'x4' METALUX '24AG-LD4-55-UNV-L835-GD1-U ■ 0 o LED LAY-IN LIGHT FIXTURE (OR MATCH EXISTING) ` L „To v 5. PROVIDE EMERGENCY BATTERY BACK-UP IN CEILING LIGHT FIXTURES, PER .O o 6 CODE. SEE ELECT. PLANS. 00 EXISTING 6" 4 9" DIAM. RECESSED CAN LIGHT FIXTURES � 5 2 N.a 6. (E) JANITORS CLOSET, RESTROOMS, ELEVATOR LOBBY, CORRIDOR 4 STAIR "R/91' T® ® (E) LIGHTED OR LUMINOUS EXIT SIGN (ARROWS e) o 1 n R 2 CEILINGS/ LIGHTING 4 EXIT SIGNS TO REMAIN, UON. INDICATE EXIT DIRECTION) Q co oc h n is F co r 7. EXISTING LIGHTED EXIT SIGN. SEE ELECTRICAL. 4 FIRE SPRINKLER HEAD (E) - SEE FIRE SPRINKLER U i v;o; o PLANS J j U S. SEE SWEET A-800 FOR CEILING SEISMIC 4 SUSPENSION DETAILS. — L j 41. a ° ®X SUPPLY AIR DIFFUSER (E) - SEE HVAC PLANS a u C7 a q 9. ALL CEILING TILES SHALL MATCH WITHIN A ROOM. REPLACE DAMAGED OR Z o v MISMATCHED CEILING TILES AS REQUIRED. \ RETURN AIR GRILLE (E) - SEE HVAC PLANS • 10. REMOVE CROSS-TEES WHERE REQUIRED TO ACCOMMODATE NEW LIGHT Scs LIGHT SWITCH (E) FIXTURES ORIENTATION. (TED) SEE ELECTRICAL. .COED ARC 0s ® SMOKE DETECTOR (E) 11. NEW LIGHTED EXIT SIGN. SEE ELECTRICAL. HEATHER H. LARSEN it Pi SPEAKER (E) 12. ADD SECURITY MESH AT RETURN AIR OPENINGS IN DEMISING WALLS. • ROSEVELLE, CALIFORNIA ® MOTION SENSOR (E) (Pi,. OZ 13. ADD PONY WALL OR SECURITY MESH Al TOP OF DEMISING WALLS FOR - EZPARI-11468 OPENINGS OVER 6" HIGH. VIF ZSG ® FIRE ALARM (E) 1,, OF °Q Q © DEVICE (E) W r- D LIMIT OF WORK (SUITE 300) PHASE 2 ADJACENT SUITE (N.I.C.) . .. Z ,a 0 0 0 0 0 , �- -- ' �, 0 0 o z u y D u u u �ti �� ".:- MI'L':::7 7 ./.../...1...............t:'‘: '..''''''' 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A-301 OF SHEETS HDL DESIGN HEREBYI EXPRESSLY RESERVES ITS CDMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS- THESE PLANS AND DRAWINGS ARE NIDI TO BE REPRODUCED, CHANGED 0R COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIiSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. REVISIONS BY FINIS+- PLAN SHEET NOTES DETAILS SYMBOLS LEGEND FINISH PLAN GENERAL NOTES 01/28/19 EXISTING WALLS TO REMAINPC SUBMITTAL O SEE A-600 FOR NEW CASEWORK, WALL ELEVATIONS AND FOR 16. REPLACE I" ALUM. MINI-BL1ND5 AT EXTERIOR WINDOWS WHERE WALLS 1. CONTRACTOR SHALL PREPARE ALL FLOORS A5 REQUIRED FOR PROPER ADDITIONAL FINISHES. ARE ADDED. MATCH (E) SILVER COLOR, V.I.F. INSTALLATION OF FLOORING MATERIALS. EXISTING FULL HEIGHT WALL. SEE PONY WALL 2. ALL GYP. BD. WALLS 4 CEILINGS SHALL SMOOTH FINISH LEVEL 4, U.ON. 17. RESILIENT LVT-2 FLOOR TILE ORIENTATION IN MOTHER'S ROOM. DETAIL 14/A-100 IF NOT FULL HEIGHT. 2. ALL AREAS TO BE PAINTED SHALL RECEIVE A MINIMUM OF TWO (2) COAT (ASHLAR INSTALLATION) 12/A-100 - - ' - , NEW CEILING HIGH WALL APPLICATION THICKNESS, AS RECOMMENDED BY PAINT MANUFACTURER TO 3. FLOORING MATERIALS ARE THE SAME HEIGHT SO NO TRANSITION OBTAIN TRUE, EVEN COLOR OVER PVA PRIMER. STRIP IS REQUIRED. IS. RESILIENT LVT FLOOR TILE ORIENTATION IN BREAK I MULTI-PURPOSE 13/A-100 - . NEW FULL HEIGHT WALL ROOM. SEE LVT PLANK PATTERN DETAIL 2, THIS SHEET. 3. INSTALL RUBBER TRANSITION STRIP WHERE CARPET ABUTS VCT OR SHEET 4. PRIOR TO FLOORING INSTALLATION, CONTRACTOR SHALL PERFORM X-1 FINISH TAG VINYL, TYPICAL. STRIP TO MATCH RUBBER BASE. MOISTURE 4 PH TEST ON CONCRETE SLAB FLOOR TO RECEIVE 19. EXISTING PAINT TO REMAIN IN SUITE 300 (PHASE 2 PORTION) U.ON.) CARPET TILES AND RESILIENT FLOOR. CONTRACTOR SHALL VAPOR 4. INSTALL ALL MATERIALS PER MANUFACTURERS' PUBLISHED INSTRUCTIONS. SEAL CONCRETE FLOOR IF RECOMMENDED PER TESTING. 20. EXISTING FINISHES TO REMAIN AS-IS IN NOTED ROOMS, U.ON. . o 5. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT MIN. (2) 8 1/2 X 11 L 5. EXTEND FLOOR TILE I BASE INTO WHEELCHAIR SPACE UNDER SINK 4 21. LINE OF PHASE TRANSITION. ALIGN CARPET TILES. BRJSII-TOUTS OF PAINT COLORS AND SAMPLES OF ALL FINISHES SPECIFIED .� °' _ OPEN SPACES BELOW COUNTERS. FOR REVIEW PRIOR TO PROCEEDING WITH INSTALLATION AND/OR '- t) 6 2 W 0 22. PRIME AND PAINT PLYWOOD BACKBOARDS PT-I. APPLICATION, IF REQUIRED BY OWNER (r) c v 'a o 6 6. CARPET TILE ORIENTATION PER LAYOUT. TYP. W - . n n °' 23. SKIM WALLBOARD AT BASE LOCATIONS FOR SMOOTH SURFACE AT 6. PRIME AND PANT ALL ACCESS PLATES, PANEL BOXES, ETC. TO MATCHn n o 1. NO INTERIOR WINDOW FILM OR MINI-BLINDS ARE REQUIRED. NEW BASE. TYPICAL THROUGHOUT. ADJACENT SURFACE, UNLESS OTHERWISE NOTED. SUBMIT SAMPLE TO 0 2 L. h h "Cr. ARCHITECT FOR APPROVAL IF CUSTOM COLOR IS DESIRED. U v - rn 8. (E) MDF CHAIR RAILS 4 WINDOW SILLS TO REMAIN. PAINT TO MATCH J (2 > vv ADJACENT WALLS. 1. EXISTING CONSTRUCTION TO REMAIN SHALL BE PROTECTED FROM - +' x o DAMA F AND DUST. ^ U 0 a - 1 9. TRANSITION BETWEEN CARPET COLORS. o � S. ALL EXPOSED FIXTURES AT SUSPENDED CEILING TO BE WHITE , INCLUDING Z • .- v 10. USE CG-1 AT ALL CORNER GUARD LOCATIONS SHOWN d U.ON. HVAC GRILLES, TRIM AND ACCESSORIES, UNLESS OTHERWISE NOTED OR TO MATCH BUILDING STANDARDS. 11. TAPE, PRIME, AND PAINT INFILL AND PROVIDE MATCHING BASE AT �0kFfj 49% CORRIDOR MODIFICATION. 9. ALL FINISHES SHALL CONFORt1 TO THE 2012 IBC/2014 OSSC. 12. EXISTING FLOOR FINISHES TO REMAIN IN HATCHED AREA, UON. 10. ALL WALL FINISH MATERIALS SHALL BE MIN. CLASS 'C', FLAME SPREAD H. INDEX 76-200, SMOKE DEVELOPED INDEX 0-450, PER 2012 IBC. • a -�i- 13. SEE A-500 FOR FINISH LEGEND. R SEVILLE, CALIFORNIA 2 11. PAINT TENANT-SIDE OF COMMON AREA DOOR FRAMES WITH PT-4. c� ARI-11468 O 14. PROVIDE FULL HEIGHT CORNER GUARDS 'ID WALLCOVERING (WC-H.1). y/, ExP.12-3119 42).F of p� 15. EXISTING COMMON AREA FINISHES TO REMAIN AS-IS, (TOILETS, STAIRS, ETC) U.ON. W m 5... Z LIMIT OF WORK (SUITE 300) PHASE 2 �� ADJACENT SUITE (N.I.C-) ,� Wil i Q L., -"--- - �... ,��,.... .�_ Z�F 111 O - �� I r. 11 - &J9 Sr = _ C fir;, _ .". :� �: 7 r Q.�E ......_ S ` - rille Y Y .. .. Y II Y il la Q IrL L�_ . OFFICE 10 OFFICE 12 1g , i- // \i,\ , 'S, ':, ,, \ ,, \ COf RENCE \.. OFFICE 13 OFFICE 14 . , / / , / o r �^� �� OFFICE 11 �, / cmcz 9 --r , ,,, F. GPT-2 GPT-2 GPT-2 u CPT-2 y CPT-2 CPT-2 Iµ [ 322 lik323 324 325 ".,- 326 327 ! ' // CPT-2 r � /} rui4 r__,,,,! 301 _� �. \. , . ,i - J MLA& 1 , \` ,Ef \ / co l'i.F. , [1.1I 19 CPT-1 O \ \t",:' ' ,: CPT-1 H. OPEN OFFICE CPT-1 TYP. \; / / .; ' ..I 311 - I T .77 I I 1 \ 'q'� � �, / PL 1 1 GAB NE 1_OBBY` / OFFICES i 1 PL-2 COWTERTOP II CPT-2 /1/ ,, / / / // CPT-2 T �� / 328 / /i . 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THESE PLANS AND DRAWINGS ARE NIOT TO BE REPRODUCED. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIISION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSEN l I ,..:t ND iiiiiiii.jii: gONS BY 1SI-•1 LEGENC ENLARGED RESTROOM NOTES 3 < g :: z 1/28//1 o s KEY MATERIAL MANUF. STYLE COLOR REMARKS PC SUBMITTAL O O j O EXISTING RESTROOMS TO REMAIN AS-1S, U.ON. RB-1 RUBBER BASE JOHNSONITE 411 VINYL 20 CHARCOAL STANDARD EASE-USE STRAIGHT SAW IW CARPET, COvE BASE UY ALL OT1-ER#LOOR 8I ACES UON. ; 0 :C :0 O / _ W11 " 2. 5' DIA. TURNING CIRCLE. Y ,� �� '> ,p ___a c: KEY MATERIAL MANUF. STYLE COLOR REMARKS .: .-„, 3. RELOCATE EXISTING HIGH 4 LOW DRINKING FOUNTAINS TO PROVIDE 21" CLR KNEE SPACE. CPT-1 CARPET TILE, INTERFACE SILVER LININGS, SL92fd 104513 GRAPHITE LINE GENERAL OFFICE, PLANK (9.845 X39,3.8 ) (INSTALL PER PLAN) C: :0 r 4. REMOVE (E)GRAB BAR AND PROVIDE (N) 48" GRAB BAR. MOUNT PER SI4-500. CPT-2 CARPET TILE, INTERFACE SILVER LININGS, 5L930 104525 GRAPHITE FADE PRIVATE OFFICES/ CONFERENCE ROOMS/ MISC. PLANK (9545 X3938 ) (INSTALL PER PLAN) Ii II tir-<,.v.> xis '�zis: , ,'z.\z - !> ¢E`` ;hex:; 5. RELOCATE EXISTING RESTROOM SIGNAGE TO BE g + 48 MIN. TO +b0 MAX TO THE BOTTOM OF ,4x ., ;.`.x ,.>;; ARIKEig TACTILE CHARACTERS. a .: ,.: .. , r , :4x` N ;,. I 54'... ` \, KEY MATERIAL MANUF, STYLE` :, � IL :.COLOR REMARKS AOm�ml SILvERL IGHT ■ p '. NEW TOILET PAPER 1-10I-DER, �OBRICK 8-685 MOUNTED PER 3/A-$P)0 �` LYT-1 RESILIENT - LYT INTERFACE 'A001 "STUDIO SET" (9845"x3938") STANDARD RESILIENT FLOORING(BREAK ROOMS 4 G04 EE BARS) r (LIGHT GREY) ,n C: ' A00102 PEWTER 0 ° •o 1 LVT-2 RESILIENT - LVT INTERFACE •,4001 "STUDIO SET" (3.845"x3938") !MEDIUM GRAY) STANDARD RESILIENT FLOORING(SNEAK ROOh15,COFFEE BARS,a MOTHER'S ROOM 1 07 C +� r �� FINISH MATERIAL SUPPLIER CONTACTS ARC-COM VCT-1 VCT 12'X12'Xii" ARMSTRONG IMPERIAL TEXTURE,STD-EXCELON 51911, CLASSIC WHITE NETWORK RM. PROVIDE I WAX COAT PER MFGR REQS. A C w M M IS 0_ AFTEN ZURLIENE (314) 365-225-1 . 11 cc n n O INTERFACE: ; DENNISNOW 0 UPSHAW (314) 3S1-319 KOROSEAL: 4. �o f0 r i .. KEY MATERIAL MANUF. STYLE COLOR REMARKS u ' SONDRA CARLSON (515) 321-1282 • E t - .,,» ....... ».... » �' CO }' v, o� E I I I 1 STANDARD HPL FINISH rS64K-12 SKYLINE BASE AND WALL CABINETS, BREAK AND COPY AREAS (LINES TO RUN U E o PL-1 PLASTIC LAMINATE WILSONART SOFT GRAIN FINISH WALNUT VERTICAL UON.) J ARMSTRONG_ ' � > BRENT TESREAU (314) �m9-0185 GOLThRMAN 4 SABO (DESIGN TEX): .: , : .„, PL-2 PLASTIC LAMINATE WI BONA T STANDARD HPL FINISH ORGANIC COTTON COUNTERTOPS COPY/ WORK ROOMS, MOTHERS ROOMS, OPEN OFFICE a ti 4 . CYNDI WALKER (636) 225-8800 _ L R 04S45-35AREAS, USMM LABS FINE VELVET TEXTURE PMISH C 0 _ 1 Cl SELECT (ENCORE. TNEMEC, ROPPE. ...____„ { :, Q JOHNSONITE): GOMPI DISTRIBUTORS (WIL50NART '�� U ELLEN ZUCKER (314) 486-0591 P-LAM): KEY MATERIAL MANUF. STYLE COLOR REMARKS 0 0 L7 PATRICK ANGEVINE (314) 809-5114 88-I SOLID SURFACE WILSONART ACRYLIC BLEND MORNING ICE *92O4CE STANDARD SOLID SURFACE COUNTERS, ALL UET AREAS EXCEPT MOTHERS ROOM,UDN. DAL-TILE79 A'S 'cOFD g9Qc. JOANNA ANDERSON (314) 629-0215 AMERHART (FORMICA): :� _ ` SCOTT FARRIS (309) 635-2150 KEY MATERIAL MANUF. STYLE COLOR REMARKS HEAIHERC] �] f l ISG SURFACES (AMERICAN OLEAN): � w �� PT-I PAINT 5I-IERWIN WILLIAMS LATEX-SHEEN: EGGSHELL SW 1551 GREEK VILLA STANDARD WALL DT DF KEVIN PARDO NATIONAL OFFICE FURNITURE PT-2 PAINT •5HERWIN WILLIAMS LATEX-SHEEN: EGGSHELL SW 0023 PEWTER TANKARD WALLS - PRIVATE OFFICES, CONFERENCE ROOMS, PUBLIC RESTROOMS ._-. 11 . OR , CALIFORNIA © © – JILL JONES SURFACE MATERIALS - _ MAPEI: MANAG=ER PT-4 PAINT SHERWIN WILLIAMS SEMI-GLOSS FINISH SW X551 GREEK VILLA RAMP RAILINGS,HANDRAILS AND POSTS,BASE PAINT,POOR t WINDOW FRAt'IE PAINT N� ARI-11468 ,9 EXP.12-31.19 BOB DIENSTBAGH (314) 484-5300 OFFICE FOR PERMISSION TO BUY PT-5 PAINT SHERWIN WILLIAMS LATEX-SHEEN: EGGSHELL SW 6516 DOWN POUR ACCENT PAINT (BLUE) �'�. °I%© SHERWIN-WILLIAMS: (812) 634-3006 PT-6 PAINT SHERWIN WILLIAMS LATEX-SHEEN: EGGSHELL SW 6111 PARAKEET ACCENT PAINT (GREEN) OF HANK ME INKING 1314) 281- 485 WILSONART SOLID SURFACE: PT-I0 PAINT SHERWIN WILLIAMS LATEX-SHEEN: EGGSHELL SW 6219 RAIN MOTHER'S ROOM (LIGHT BLUE) PT-12PAINT SH IN LATEX-SHEEN: GGSI-1 3W b824 NOTACCENTPAINT (PURPLE) F O ON: T SA HUM H Y ERW WILLIAMSLL EGGSHELL FOI+CaET - ME WOLF GORDON: ERE PRE 11 11 — \ ;/ <Y}' ;s ,ta, E \\\ E xffF;s W 1 ! DAVID SMITH (314) 302-8002 (214) 695-852 .' ` ` TOILET TISSUE MOUNTING , *. :� .''h '.., KEY MATERIAL MANN. STYLE COLOR REMARK6 Dz to 0 ENL. RESTROOM PLAN Z TYPE H VINYL, CUSTOM GRAPHICS ON iiiiiiv.,\.4,13 a WC-N.4 WALLCOVERING KOROSEAL CUSTOM LOCATIONS PER PROJECT, AS NOTED ON PLANS. DESIGN BY CENTENE SCALE . N.T.SWALL COVERING ■��... CO II 7 1 II :;�N ,; ,t sa:� �;,x�r *'' ,:,e:f%: IN` . : }l%4i r _ i„'� �j,� O SCALE I/4 I -0 � " " 4 ;` � 3011(SEE PLAN)U.ON. NOTES: KEY MATERIAL MANUF. STYLE COLOR REMARKS / ,' UNDERMOUNT SINK CG-I CORNER GUARD INPRO IPC TAPE ON 11'2" VAPOR VERIFY LOCATIONS, SEE PLAN. 1. PROVIDE UNDERMOUNT I I V O SOI SURFACE 5.S. SINK SEE EQUIP. \4hkf: L D RF � � �c;��l� 24" MAX � � ' � , � ,r,:;� � ,��,,, Q J SPLASH LEGEND. . .... . »,»„ lii Q 2" TALL SINK RAIL9g3KEY ITEM MUNUF. MODEL FINISH REMARKS V EXTERIOR MATCH BUILDING STANDARDS 1" METAL SCREWED TO CABINET 2. PROVIDE SINGLE LEVER U 3-I WINDOW BLINDS N/A MINI-BLINDS MATCH EXISTING INSIDE MOUNT _ 0 Nz,st 1/2" ..,'" .54 ....H.. . ;' 0 CAULK JOINT SIDES AS REQUIRED. FAUCET. c 4r4 1 SOLID SURFACE- SEE FIN :. »,: >: »» x , r ,,, \� `,... •, LEGEND. 3. PROVIDE BACKING IN ,� KEY MATERIAL MANUF. STYLE COLOR REMARKS _ WALL AS REQ'D. FOR .,,,,w ,,��:�,,,,,,,,,,,.r», LLQ \ ""' ACT-1 ACOUSTICAL AR1'13tRONCs 2x4 "DUNE SECOND LOOK I I" "2112, IIA-41TE OR MATCH BUILDING STANDARDS (VIP) MOUNTING - TYP. ALL .- `h, CEILING TILE GRID: 15/16 ANGLED TEGULAR ,;.. - tr CABINETRY. is ;` ' 'IDN S"CRI1`' C�\ 4 SEE EDGE DETAIL, THIS ;, \ ` 1,Z u \ SHEET. MAX. 34" AFF. TO 42 oil KEY MATERIAL MANUF. STYLE COLOR REMARKS SINK �"A \ TOP `:; T-2 TRANSITION STRIP JOI-INSONITEFLOOR.CD-XX-C MATCH RB-1 TRANSITION FROM CARPET TO RESILIENT SEE DETAIL 1/A-100 li '� I — , ., a -- ..z,�.�» . , I r P-LAM. EXTERIOR . .. - el/ /CABINET FINISH 0/ 811 3/4" PART. SD. �' 0 CONSTRUCTION (TYP.) `. .° ., w MIN. I, .:„ to: Itt: i : 3: V414:: a z I, INSTANT WATER HEATER �Il 0 '' OCCURS WHERE ' w µ;k,l' 'El REMOVABLE TRAP , 0 - - - - - �� COVER SCREEN, NO O I ? ? SHARP EDGES ‘ :.:g.4 Ci 41 * co J CO - �/ ' E — W 0 0 Q _ _ilt �N N WHEELCHAIR _. ,,,,� E ACCESS CLEARANCE Z L� `� \ Z�� I 6.1 1311 (DAUIREMENT QSHEID NE) W Q z k 'I / .2b, ANSI Figure 604.5.1 aide 1x11 Grab Bar for 3 ci 0i MAX. I'-Iii CABINETS BEYOND �C Q I - •• RUBBER BASE AT Water Coset z a {� BACK E SIDES. F u ,- 1 -JLILI • / / (i) BASE CABINET W/ SINK / 481 ACCESS TO FIXTURE GRAB BAR MOUNTINGco 68 N SCALE: 1 -1 2" = -0" 0 4" 811 1611 CABASECLR4 SCALE : N.T.S `? 11 EF 3m" NOTED, PROVIDE FALSE 2r✓-" OR 30" U.ON. `-"-� PAINTED GYP. BD. ABOVE CONTINUOUS SPLASH 25 OR 30" � [SACK PANEL FOR NEW 22-5/8" — AT ALL SIDES SOLID SURFACE ® TOP (SEE PLAN) DEEP CABINET, (SEE PLAN) IF 31 NOTED, PROVIDE FALSE 10" 0 CIRCULAR WASTE SQUARE EDGE SQUARE EASED EDGE 25" OR 31" �` SPLASH W/ SQUARE EDGE SOLID SURFACE- lSEE PLAN) BACK PANEL FOR NEW 22-5/8'1 CHUTE, THICKENED CONTINUOUS SPLASH AT BACK 4 SIDES DEEP CABINET. t1 EDGE OF SOLID 1n11r-j SOLID SURFACE- SEE FIN. I/21'm SEE FIN. LEGEND, SQUARE EDGE I/2y 11 1, SURFACE MATERIAL ' - , AT SPLASH -J 31 (U.ON. 25 ) LEGEND, SCRIBE TO WALL AT SCRIBE TO WALL ,k SEE ENLARGED PLANS SPLASH (f) I/2"� SOLID SURFACE- SEE FIN. �� .1 V FOR LOCATIONS. 4- SEE EDGE DETAIL. SEE EDGE DETAIL- --- -‘L—''''''j ETAIL. J / LEGEND, SCRIBE t0 WALL AT I EQ' ,I� f0 ✓ EQ. / 1- /2" Z SPLASH ' SEE EDGE DETAIL. �l 1/8" �. 1111 Q a LOOSE BAGKSPLASH icl. �' - x ./ - xW/ SILICONE SEAL / SEE EDGE DETAIL. K z- L-. n I/8„ EL Q W I, r ' ,� — 1-1/2" � -"c - �' )1/23" DRWR SLIDES N rt CC ti �p 24" DEEP BASE CABS. L . 1 - 2211 7 MATERIAL, SCE PER NOTES �• PULL O O __ 11 WASTE BIN PULL ( 1/4" PLYWOOD E 1/4" PLYWOOD 0 C 0 1/8 HALF-ROUND EDGE C I Q • I I •Q P. LAM. EXTERIOR TSOLID SURFACE 5S-1 CC z PROVIDE MAG. LATCH CABINET FINISH g �( PULL - SEE ffi CABINSW ETG DOOR HARDWARE LEGEND '� \ SHELF• 2) ADJUSTABLE�S W P-LAM INTERMEDIATE I/4" PLYWOOD W/ \ � SHELVES W (f) SUPPORTS AS REQ D. I C : :- _ — — 44.77::: :::§....::.:',.,:-...:.7:.:-:-F-7.72:1 = DRI.0 LIDES ZQ MELAMINE (WHITE)SEE ELEv'S. 4 a Q INTERIOR OR NO-BACK TO I • I �� P. LAM, EXTERIOR / P. LAM. EXTERIOR V - c•'' I ALLOW FOR TRASH/REC. mCABINE•r FINISH erlm et 1 01 0 • RECEPTACLES TO FIT IN Et:,,-------".-- CABINET FINISH W LIJJ rLLJ ( P-LAM EXTERIOR I M 1 SHALLOWER CABINET 221, 11 ' ‘ 3/4" PART. SD. ( I a V el CABINET FINISH I f ,) CONSTRUCTION WITH N CC 2 Q ,�}' '. ( 3/4" PART. SD. MELAMINE INTERIOR 3/4" PART. BD. Q LL 4" RUBBER BASE ! ti CONSTRUCTION (TYP.) PLYWOOD/PARTIGLE BD. REMOVABLE UNDERLAYMENT C� (TYP.) / ILI Z_„J Z brNOTE: PROVIDE BACKING I I WASTE BINS DRWLS CONSTRUCTIONWITH (TYP.) W IN WALL AS REQ'D. FOR N MOUNTING - TYP. ALL - NOTE: PROVIDE NOTE: I 1 RUBBER BASE . BACKING IN WALL AS X ��CABINETRY BASE, SEE PROVIDE BACKING IN )( FLOOR FINISH TO REQ'D. FOR MOUNTING - WALL AS REQ'D. FOR DATE 01-28-2019 FIN. LEGEND _ I EXTEND INTO CAB. �r - TYP. ALL I �t MOUNTING: - TYP. ALL ` a I T Y T \ i `17 r' I SUNBELT PLASTIC "PF C B NE R \ CABINETRY SCALE `r ,� �*�2 3/4" CAN TOE KICK" 22" 3" f \ AS NOTED 2111 �. 1, BFIASE, ECxND �� 2TI,z 1. f �. BASE, SEE MGR HHL `2 7116" 23 z f / 251/2 FIN. LEGEND 311 28111 il / ,e JOE/ 30 2" X WOOD BLOCK I 2" X WOOD BLOCK CENO21 0 OPEN BASE CABINET S. SURF. WASTE 7_,,,I,N, SECTION (TYP.) NO—DRIP EDGE DETAIL BASE CAB. W/ DWRS. S. SURF. BASE CABINET SOLID SURF. SHEET 11 0 4" 8" 1611 , ,. 211 4" gll 1461.61 „ ., m 411 811 1611 ,a 4 8 le." A..500 1-1/2" = 1'-0" a 4 8 16"D-084-COUNTER30.4 SCALE: 1-1/2" = 111=IIIII D-WASTE-LOW2 SCALE: 3" = 1 -0 D-NDRPEDG2 SCALE: 1-1/2 = 1'-0 D-084-DIC SCALE: 1 -1/2" = 1'-0" it.MINIIMI D-084-D1A i!M= 1 OF SHEETS HDL DESIGN HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE [�T TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMI''SION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST DETAINING WRITTEN PERMISSION AND CONSENT. 25" UO.N REVISIONS BY / (SEE PLAN) / 25 / PLASTIC LAMINATE- SQUARE EDGE PC SUBMITTAL I3/4" SEE FIN. LEGEND, / IJ / SCRIBE TO WALL AT 3!4 I'D-LAM- SEE FIN. LEGEND, _-- COVED LAM. SPLASH 4 CAULK SCRIBE TO WALL AT SPLASH �. I _ WATERFALL EDGE a COVED LAM. r—I _ ,1 _ 14 /' / i-/2" WATERFALL EDGE ' 2" TALL SINK RAIL �' / -.:,-!,_, I ►,1 " - SCREWED TO CABINET ;, ' �, 1/8" 1 E 1 �i SIDES V L L t ;j SINK - _ _ 1 I MELAMINE OR 'Z 7 ' - _ - - �` P-LAM. EXTERIOR DRWR5L! _ :4 P4:- E p CABINET FINISH 0/ C cn n c°) 71 lai� ${� 3/4" PART. ED. ( 1/4" PLYWOOD r-- CO O a v Z MK CONSTRUCTION (TYP.) A, 00 0o v c I . �( PULL - SEE V) C N. o I5 't _ DRWRR�vLIp S = ;� HARDWARE LEGEND M M 0, a_ ac n I. p O — 1/4" PLYWOOD Q = v o o s - — — j: . WHEELCHAIR �� u -" E - - - z z ACCESS CLEARANCE " ( P. LAM. EXTERIOR -J > °v, '' �`' �t 221i" CABINET FINISH += J- i E F REQUIREMENT m 4 .c .1 _ 5. o rN. t- on (DASHED LINE) U a cv n ( 3/4" PART. D. '> a .2 FINISHED CABINET MCOELAMINE INTERIOR STRUCTION WITH Z r s 01 FACE BEYOND m I 6" /J/i RUBBER BASE _ `_~ �C '4R 2 1 MAX. BEYOND DRU1R SL1 -`�� — 'tteD C', a' NOTE: PROVIDE SINK j NOTE: PROVIDE tEATHER H. LARSEN tt� _ )(-4 - NAT ALLOWS FOR BACKING IN WALL AS I �r GD SPACE BEHIND KNA REQ'D. FOR MOUNTING . "` • REMOVABLE PANEL. F`, �t - TYP. ALL OSEVILLE, CALIFORNIA `"`� - N a7111:119 RI-11468 �_ �� f, I, 5" CABINETRY l+ r NOTE: PROVIDE -� ,4*. EXP.111 19 24" / MIN. ' BACKING IN WALL AS / 22" / 3�� / \ BASE, SEE OF 03 / L—REMOVABLE TRAP REQ'D.FOR MOUNTING 2311/2" J FIN. LEGEND COVER SCREEN,NO CABINETRY ,� Il / SHARP EDGES 2" X WOOD BLOCK LAVATORY SECTION (MOTHER'S RM.) BASE CAB. W DWRS. MOTHER'S RM) Z SCALE: 1-1/24 " = 1'-0" D.SNK.TS.LAV5 SCALE: 1-1/2" = 1'-0" D-084-D1 D-PLAM w § mu Q O 2 E Z § O Hi U - 0 a) cff p e., Oco 0 LL N 1414F4.4 CI NFail r!.. i 3 immio s2 cc ce 6 t g_ F li olij ICO 1 01CI25" U.O.N. / (SEE PLAN) / 20" 0 PHONE ROOM CONTINUOUS SPLASH ° � 25" MOTHER'S ROOM / SQUARE EDGE AT BACK 4 SIDES W CONTINUOUS SPLASH AT SEE FIN.LEGEND, BACK 4 SIDES 1/2"•'-'// P-LAMINATE -SCRIBE TO WALL e SPLASH r- zz MEDGEATCHING 3MM PVC SEE FIN. LEGEND, P-LAM b CO X3/4° -SCRIBE TO WALL • J SPLASH -_)d�,-,-.,y'}e. r ,:., , _ i , pit'_ ,`�`,�.../, 1L-7--//8" `i z �� WATERFALL EDGE X n Lu hi /-� - - _... E aR S0p .S _ ----- /„/x X112�F PULL - SEE HARDWARE LEGEND ICC 221/4” O , / P. LAM. CABINET FINISH W P-LAM INTERMEDIATE 4: 3/4" FIXED SHELF CO SUPPORTS AS REQ'D OR C / PART. BD. END CLEATS AT WALL. m y- CONSTRUCTION WIN0 SEE PLANS FOR m P-LAM FINISH 0 LENGTHS. I' ll 11CA < 1/4" PLYWOOD W/ .J P-LAM a- 4" RUBBER BASE4" RUBBER EASE w NOTE: PROVIDE NOTE: PROVIDE BACKING X BACKING IN WALL AS DATE 01-28-2019 IN WALL AS REQ'D. FOR _ REQ'D.FOR MOUNTING MOUNTING - TYP, ALL 11 '`1" - TYP. ALL SCALE AS NOTED t CABINETRY BASE, SEE � - CABINETRY BASE, FIN. LEGEND 231/2" SEE FIN. LEGEND MGR HHL / (PHONE/ MOTHER'S ROOM) FRT WOOD BLOCKING JOB CEN021 SIT—DOWN COUNTERTOP BASE CAB. W/DWR. + OPEN SHELF SHEET 14 " > >, _ 0 4" 8„ ,��' A'-501 SCALE: 1-1/2" = 1'-0" D-084-COUNTER SCALE: 1-1/2" = 1'-0" D-084-D 1 B AdllillIlliii WDRAWER OF SHEETS iHDL DESIGN HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, THESE PLANS AND DRAWINGS ARE 4DT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIiSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. t „ ) . » . \\\\\\�, , ;::.: REVISIONS BY C4 1 ET J,,,A $ 4CCE ORI E EC�ENLD quom;; a,,' �, < k, E CSU I PMENT` L E\D 01/28/19 HARDWARE MANUF- PART/ DESCRIPTION FINISH REMARKS KEY ITEM MANUF. MODEL FINISH REMARKS SUPPLIED WALLED D PC SUBMITTAL CABINET PULL 1-IAFELE 4" WIRE PULLS SATIN CHROME i< INSTALL HORIZONTALLY AT DRAWERS AND VERTICALLY AT AUTOh1ATED CABINETS AI=D EXTERNAL TBD TBD WALL MOUNTED ABOVE FIRST AID KIT (TFTI) TENANT TENANT DRAWER SLIDE ACCURIDE AC3S32-20 SATIN CHROME DEFIBRILLATOR ' BY TENANT,PROVIDE DUPLEX GFCI RECEPTACLE 4 WATER LINE ofNIRXIcR HD DRAWER SLIDE ACCURIDE 1951 HEAVY DUTY 28" SATIN CI-(ROME FOR 30" DEEP CABINETS 11 GM COFFEE MAKER (TFCI)BREAK 4 coFFEE ROOMS TENANT EUROPEAN CABINET HINGE GLUM 1375x'80 SATIN Gl"IROME II EVAC EVAC BOX TBD TED TBD BY TENANT TENANT TENANT 120 DEGREE OPEN/ SELF CLOSING F FAUCET AMERICAN PEKOE SEMI-P'ROFE551oNAL SINGLE HOLE STAINLESS �RAGTCR CT CN�C.TGR HEAY1 DUTY BRACKETS KNAPE vOGT KV 81LL 14" OR 16 ANOCHROME OR PEC: 4 HOLE I STANDARD KITCHEN FAUCET •433230 STEEL (PVD) BREAK ROOM 4 MOTHER'S ROOM CQ HEAVY DUTY STANDARDS KNAPE 4 VOGT KV51 12" LONG ANOC-IROME PROVIDE WALL BACKING OR PEG 4 HOLE FA FIRST AID KIT TBP TBD TBD TENANT FURNISHED I TENANT INSTALLED. SEE DETAIL VA-100. TENANT TENANT MODEL 4'5349-2150DM-2, DOUBLE BOTTOM NON-RATED: ARCHITECTURAL SERIES- 2409-RI, • PULL-OUT TRASH INSERT REV-A-51-ELF MOUNT WASTE CONTAINER DOOR MOUNT KIT BRUSHED/ WHITE INCLUDES FULL EXTENSION SOFT GLOBE BALL-BEARING: SLIDES 1 2 VERT.DUO. CLEAR ACRYLIC DOOR, RO: 25"H x n o „ ALUMINUM PREMIER DOUBLE 50 QT WHITE WASTE CONTAINERS FIRE EXTINGUISHER 1012"W x 514"D OR WHITE SEMI RECESSED TO FIT FIRE EXTINGUISHER, VERIFY (E)WALL min I4-13/16"W x 22-15/1614 x 22-1/8"D, 19LBS. FEC LARSEN CQ�IRZCTCR CONTRACTOR L' I O a o CABINET FLAME-51ARCHITECTURAL SERIES- FS PAINTED, DEPTH •p 2409-RI, VERT.DUO. CLEAR ACRYLIC DOOR, RO: •r-r� N 5 2 -o 2614"4x114''•"Wx 61'•"D u1 Cvo 141 0o (71 5� ® HIP312A-I COUNTERTOP NUGGET ICE DISPENSER W/ 12 REQUIRES MN 6" CLEARANCE AT ALL SIDES. PROVIDE REQUIRED 20 n - COUNTERTOP ICE 4 LB STORAGE,1625"W x 2435'D x 35" ELECTRICAL,WATER SUPPLY AND INDIRECT DRAIN FLU1BMG. be. n P. ' IWD SCOTTSMAN CL1JiF�AGTCR [LN GTQ2 -5011' A-501 WATER DISPENSER 115 V/60 1-1z/1-PN,14, 4.9 kW,3,200 BTU HEAT INPUT, PROVIDE SCOTTSMAN 5611-P SINGLE FRIMARY WATER FILTER CARTRIDGE Q t TYPICAL NOTES = 15 FT.CORD AND NEMA 5-15 PLUG INCLUDED. METAL/ DOVE ASSEMBLY,TANK 0 j vv E 0000 LYON.ITEM "4JXC5,2 0 LKRI LOCKER 15 W x 15 D x 18 14,W/OUT ADA SHELF MOTHER'S ROOM. CFC( CLMRdGTCR ' •TCR �• TIER MODEL "DD52525U GREY . _ , � : 5 LYON ITEM "4JXC5,2 METAL/ DOVE ECD d 1 LKR2 LOCKER 5"W x 15"D x 18"H,W/ADA SHELF MOTHER'S ROOM. CFCI C:GNTRAGTCR COCRIVCR Q o 0 TIER,MODEL "00525251! GREY o \ ft- . _ BRUSHED Mn I■ v \ / J ( 513 CHICAGO MIRROR, "69043, 25"W x 34"H x I"D, SILVER, _c X M1 MIRROR HOWARD ELLIOTT MOUNT BOTTOM OF REFLECTING SURFACE AT BRIGHT MOTHER'S ROOM, VANITY MIRROR ABOVE SINK TENANT O NTRICTCR / \ - t -40" AFF MAX. SILVER COPY / J PT-1 I . H PT-I INSETt ��ED 490 \ _' / BRUSHED 2 yL CHICAGO MIRROR, *69044 SILVER, MOTHER'S ROOM,FULL LENGTH MIRROR MOUNT BOTTOM OF EA11-1ER H. LARSEN ((� PT-1 M2 MIRROR HOWARD ELLIOTT BRIGHT TENANT CK�IIR�GTGR (� PL-I SIZE: 18"W x 54"H x I"D SILVER REFLECTIVE SURFACE AT +18" AFF. 4t144.4: 74 i R5-1 -600 COUNTER PL-2 -1 PL-2 COUNTER INSET± 4 R0 , CALIFORNIA ,� 3 1 PL-2 E SPLASH I cG t SPLASH MODEL JE820513N55GE, 13.15"H x 24.125"W x 195 STAINLESS LA ARI-27 ._ CPT-} -ALIGx t� \, \ ,/ 33��„ MW MICROWAVE GENERAL ELECTRIC 2-CU FT, 1,200 WATT STEEL PROVIDE (I)NEW DUPLEX GFCI RECEPTACLE fCFCI) 2r0 CCNIRAGTCR CGriIRhCrGR - �,� EXP,123119 t� 33 2 I I �� OQ� COUNTERTOP - - - - COUNTERTOP Pp PURELL MOUNT PER II/A-500 (TFTI) TENANT TENANT OF z'+ - - - I - I I DISPENSER �. CABINETS PL_1 PL_1 CABINETS PTD PAPER TOWEL TBD TBD TBD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT I \+ /..------14/ � / D15F'ENSER i LUSTERSTONE "ELUHAD281645, SIZE: 3054" x 1512" x STAINLESS /� 61-1" RB-1 �� RB-1 51 SINK ELKAY 44k," SINGLE BOWL STEEL UNDERMOUNT AT BREAK ROOM C NTRACTCR CENWCTCR j H GCs-1 0'-0 ,� I i 0 _0 52 SINK ELKAY CELEBRITY ADA-COMPLIANT SINGLE BOWL SINK STAINLESS "DROP-IN" AT MOTHER'S ROOM CQJIRACTCR CWIRICTGR Z FINISH FLOOR FINISH FLOOR *GECR2521 STEEL Q MOUNT CG 156 SHRED BIN TBD TBD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT uu i 3' / 3' / ABOVE BASE J, 3' 3' / I SD SOAP DISPENSER TBD TBD TBD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT Z ' 0 111.L7 M REC RECYCLE BIN RUB13ER'1AID OR EQ. 23 GALLON TBD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT FGTR2031TF, 20.4 CUFT. TOP FREEZER STAINLESS 11M113 g 0 ENL. COPY RM 351 PLAN \ COPY ROOM 351 ELEVATION COPY ROOM 318 ELEVATION SCALE : 3/8" = 1'-0" REF REFRIGERATOR FRIGIDAIR E REFRIGERATOR,29625"W X 31.'15"D X 69"H STEEL PROVIDE GFCI DUPLEX RECEPTACLE CONTRACTOR «,NIRAGTCR Z 6 0 TB TACKBOARD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT �j SCALE : 1/4" = 1'-0" SCALE : 3/8" = 1'-0" I TR TRASH BIN RUBBERMAID OR EQ. 23 GALLON TBD TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT11 0 I5 BLACK 4 - TSTR TOASTER COFFEE PRO MFR MODEL '"OGFOG8166, STAPLES ITEM *982541 STAINLESS TENANT FURNISHED 4 TENANT INSTALLED TENANT TENANT o r STEEL U-LINE ADA SERIES UCF UNDER COUNTER •ADA24RS13, 5.3 CU. 24"W x 2325"D x 32"H STAINLESS PROVIDE I DUPLEX GFCI RECEPTACLE (CFCI) 20 CGNTRCT R CCNIIR'C1CR REFRIGERATOR FT. STEEL MOT ERIS ROOM © 4 A-501 A-501 COL.-- 346 1 PT-10 CEILING CABINET ELEVATION NOTES; ENLARGED PLAN SHEET NOTES RB-I LVT-2 / --PT-10 PT-10] 0 SEE CABINET HARDWARE LEGEND, THIS SHEET. 01. NEW MICROWAVES (MW) BY TENANT. / 2. SEE EQUIPMENT LEGEND, THIS SHEET. 2. NEW COFFEE MAKER (CM) BY TENANT. PROVIDE PLUMBING TYPICAL NOTES / THRU REAR OF COUNTERTOP. SEE PLUMBING PLANS. C� 00000 IPL-i0 C� PL-2 6'_0" \KRI�KR2 3. SEE A-500 FOR FINISH MATERIALS LEGEND_ rd M2 � MIRROR (M2)' 3. NOT USED.. / Ml h�� ,0� .; ...:.:4 i! • (SIDEWALL) \ \ 4. SEE PLUMBING PLANS FOR WATER LINES I DRAIN. +40 MRN. x ' idINF ,.z 1/0• - • / / 4. SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH x LK1R LKR I _ / ACCESSIBLE- - BOTTOM C 5. CAULK JOINTS BETWEEN COUNTERS AND WALLS, TVP. MATERIALS/ INFO. SEE FINISH LEGEND SHEET A-500. x 1 r iv / LOCKER W/ T----1 MIRROR x 1 .. t 11 UCR N _ SHELF +15" REFLECTIVE 6. P-LAM TRAP SCREEN REMOVABLE PANEL. CONTRACTOR 5. NEW 30" DEEP COUNTERTOP WITH 28t�s" DEEP BASE x 1 - \ EISA SIGN Pt SURFACE c7 B ` ____-7-1L----,____'_ - OPTION TO PROVIDE VERTICAL SWINGING PARTIAL HEIGHT CABINETS. DESIGN TO SUPPORT LOADED ICE MAKER + 200 J ty K 341 NETUJORK I (ID 00 41) \� F 331/2"A_ DOORS W/ MAG LATCH e TRAP SCREEN. r�5 © 0 U_ cq \ UCR I �1 COUNTERTOP 4T II I 11 Q I K PT-1I I 1 r \ _ �- - 1. PROVIDE SILICONE BUMPER PADS / SILENCERS AT ALL C � PL-1 6. SEE EQUIPMENT LEGEND ON THIS SHEET FOR KEYED ITEMS. Zi3 3 RB-I '"600 \ I 18" MAX/6_ CABINET DOORS t DRAWERS. I 0 \i/ n PROVIDE POWER AND PLUMBING AS REQ'D FOR ALL EQUIPMENT. K VCT-1 I BOTTOM OF _1 5. SEE DETAIL 4/A-100 FOR DEVICE 4 ACCESSORY SEE ELECTRICAL AND PLUMBING DRAWINGS. W Q xA MIRROR / / 1 �L MOUNTING: HEIGHTS. cc x i ,,, 0'-0" I i 0'-0" 1. PROVIDE AND INSTALL NEW C-FOLD SSTL PAPER TOWEL . 0 K i 11 FINISH FLOOR ,,,�" FINISH FLOOR , DISPENSER (PT). MOUNT WITH DISPENSING SLOT 6 AT +46" A.F.F. 1=URN. BY TENANT 9. TRASH RECYCLE SIGNS BY TENANT. x / O FL-1 MAX. ON WALL, WITHIN REACH RANGE AT ACCESSIBLE LOCATION. Z x ._ FP IES RB-1 1'-0ir, 2�_0" 2'-S' _1 ),,V V V V■ - . . . . �`` 1" +/_ 1" 1„ 1 10. CAULK JOINT BETWEEN FLOORING 4 FLOOR SINK/ HUB 8. LOCATIGN OF NEW REFRIGERATOR, GG TO VERIFY WIDTHS. PROVIDE J� V.I.F. 6 DRAIN. WALL BUMPERS AT WALL FOR BOTH DOOR HANDLES. i (IIIII/ A WEST B EAST 11. POWER OUTLET FOR ACCESSIBLE REACH R4NCsE. 9. FIRST AID KIT AT +45" MAX. TO TOP WITH "FIRST AID' SIGN ABOVE. CO 10. 30" X 45" WHEELCHAIR ACCESS APPROACH TO SINK cry 6 ROOM 346 PLAN z MOTHER'S ROOM 346 ELEVATIONS SCALE : 3/8" = 1'-0" 11. CONTINUE SPLASH AT SIDE WALL. - "- ENL. MOTHER'S SCALE 1/4" = 1 '-0" 12. TENANT TO PROVIDE ADDITIONAL FREE-STANDING SOAP DISPENSER (WITHIN 24" REACH RANGE) IF NEEDED BY STAFF MEMBER. SIS pE AK ROOM RB-1 WG-1 ACCENT WALL (WET WALL) 13. SEE PLUMBING PLANS FOR INDIRECT DRAIN FOR ICEMAKER/ TYPICAL NOTES WATER DISPENSER TYPICAL NOTES LvT-I PT-12 S 14. PROVIDE AND INSTALL ICE MACHINE/ WATER DISPENSER (IWD). 04:04) PT ACCENT WALL (SEE A-400) 04000 PROVIDE PLUMBING AND POWER AS INDICATED ON ELECTRICAL CO 000 PT-I 6AND PLUMBING PLANS. W r-g----,, A-500 A-500 A-500 15. SEE ELECTRICAL PLANS FOR ALL POWER 4 COMM. OUTLETS. = J / ;, YI / ! / /,.,/,,F i .`„ y �- 0"-0�� `Or16. PROVIDE ACCESSIBLE CONY. DUPLEX OUTLET ON SIDE WALL. 0 Z ' r_� CEILING CEILING SEE ELECTRICAL PLANS. < + w REF 0 1 • 0 11. FURNITURE BY TENANT. D Z B T IS CLR. PT-12 IPT-12 WC-1 4110 WC-1 PT-1 L W (f) • -ii. r.; 1:.('- ). -: 600 i- / ,r - � �' I 15. NOT USED. O M O U Z REF `\ ) /� A i I C __, 19. NEW PURELL DISPENSER (PD). (TFTR) 8 W _' WD SS-I COUNTER - - � - - 20. CFCI = CONTRACTOR FURNISHED CONTRACTOR INSTALLED, TFTI = i CC C'3 \ X13 J0k • 1:.:':' 1 t SPLASH /� ? �- "` .ALk I TENANT FURNISHED, TENANT INSTALLED. (NO APPLIANCES OR 0 W W i �� x+40" I FURNITURE ARE PROVIDED BY LANDLORD). J -. t ---T I I IR W :::: O n n U3 :::: ` 19 r---� T--- 1 r�D III III A ER P D �� i I ml--1 UIII W \ CO f 12 MIN. 1 I I i PT 1 r � loll_ TOWEL DISP. r---� 1rMW �I I 21. NEW TOASTER (TStR) BY TENANT. W m O :::: - I I O �� TO FACE FA i L Pt Ju ---� L_J -, _ C1`1'�_J 332 3TSTR1 1�_-__� I - V OF DOOR `G�� I 22. PROVIDE (U DISABLED ACCESSIBLE TABLE LOCATIONS 0 + Q (------ D _ �� ,t \. I\ COUNTERTOP _ - ® © PROVIDE ISA STICKER ON TABLE AS REQUIRED. Q 1 I ��\�f-- PL-1 CABINETS - '� _ J I PL-1 23. ANCHOR LOCKERS TO BACKING IN WALL OR STUDS. n O W �� 16 REGI ITR OPEN I 2 -5 �_ ` L Z 0 J Q '•. .. .. 172 � � � \ � �� OPEN \ 1151 p \/ - \ I 24. WASTE LINE TO BY-PASS BEAM BELOW, VIF. W I� W 2 44" 25. SHIFT/ RELOCATE EMERG. LIGHT A5 REQ'D FOR DOOR SWING TO C" _ )P: FD-I.16, I I ri ',FINISH FLOOR FINISH FLOOR DATE x �3' 3- 3' 2'-I" 2'-6° AVOID CONFLICT. 01-28-2019 ,' ,• / , I'-6I' 51-6" „iv 2'-1" 12" 3' 3' 3'-I" 5'-0" MN. �� !' i SCALE • GAP W/ Z-PLATEjr ADJUSTABLE SHELVES 1`r AS NOTED �A WEST O 10 B NORTH MGR HHL JOB CEN021 SHEET • ENL. BREAK ROOM 350 PLAN SCALE : 1/4" = ,'-0" z BREAK ROOM 350 ELEVATIONS SCALE : 3/8" = ,'_0" A--600 OF SHEETS 1 HDL DESIGN HEREBY{EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PIANS AND DRAWINGS ARE NIOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PER MIiSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 111- lir >YQal; REVISIONS BY I. AT LEAST ONE ACTIVE LEAF OF DOORWAYS WITH d/ , 01/28/19 NOTE: INSTALL ELECTRICAL AND TELEPHONE PC SUBMITTAL DETAILS. 48" CLR MIN —1—, NOT£: ALL MULTIPLE \ D--- --------FE SIGN (CENTER ABOVE FE) WALL OUTLE=TS AND SWITGHPLATES AT 2. DOOR OPENINGS SHALL PROVIDE A CLEAR GROUPS OF NEAREST STUD FROM SCALED LOCATION ON ( ) '\ WIDTH OF 32"MN.MEASURED BETWEEN THE FACE SWITCHES, DIMMERS, I aF THE Poon AND THE STOP(WITH THE DOOR EDGE OF WALL CEG. WHEOF T PLAN UNLESS SPECIFICALLY DIMENSIONED / \ OPEN 90'). THERE SHALL BE NO PROJECTIONS ETC, SHALL BE l OCCURS INTO THE REQUIRED CLR OPENING WIDTH BELOW \ 34" AFF.PROJECTIONS INTO THE REQUIRED CLR U Q ALIGNED,ORIZOTGLLY _ -111r -1111- OPENING WIDTH AT 34" TO So' A .MUST BE GANGED CL .� - r DOOR FRAME LESS THAN 4". 4 k A COMMON AND IDCOVER ED H 3. FLOOR SURFACE AT MANEUVERING CLEARANCES SHALL BE LEVEL AND CLEAR LEVEL CI-IAM ES I L PLATE. FIRE STROBES AT THRESHOLDS SHALL BE PERMITTED PER 1 LIGHT SWITCH SCHEDULED DETAIL 6 T1415 SHEET. in BEI THERMOSTATS BALL (LESS THAN 4° DOTTED LINE 6"+ 32" CLR INDICATES LOCATION DOOR ■ o DIRECTLY ADJACENT MIN. OF LARGER PLATE 611 LIGHT SWITCH b„ O ^ 6 3 3 SWITCHES, U.ON. FOR GANG SWITCHES 5. j, 48" CLR MIN. FRONT APPROACH, -�1F 1T APPROACH, —I HINGE --i—.- LATA I FRONT APPROAr} / DOTTED LINE ,i ; •— r PULL SIDE FULL SIDE A '� APPROACH, INDICATES LOCATION $J C-' N ^ g i / PULL SIDE PULL SIDE THERMOSTAT d OF LARGER PLATE C . M06 r. M 45 \/ ci _ U OR FIRE ALARM I FOR GANG SWITCHES COAT 07 - a7 - PULL STATION / / / / 36" CLR L. z cv APPROACH \ THE IOSTAT - ) r- I NOOK u T 8 i, E , , , z u I I - f 1 ' V a U 6 E I HINGE APPROACH 9 F E _ HARDWARE SET > o 18" CLR \ IS" CLR `fl X 6 ^ AS SCHEDULED v 1 \ MIN (ADP MIN.(ADD \ 24 GLR 4 , 24 CLR , S Q 0 - CL` CL a i `_\ 6" At EXT. \ �, 6" AT EXT. MN.LATCH MN.LATCH NOTE: ACCESSORIES X N •-- — \ Q O p I ` 'W SIDE OF 9'0 \ SIDE CF '30 APPROACH 3 APPROACH INCLUDING TOWEL, 0 -'t 1- _' BRACKET 2i" Z ■ EXTERIOR EXTERIOR A 2 .. OORS)ji*-1: „ DOORS) x>e�; I NAPKIN, SOAP f MOUNTED FE. �' 4 1111- al ] DISPENSERS, TRASH (SURF.) ,� VER W/ 7EIMIIII 12" „ " �� RECEPTACLES, ETC. �� ,� 32" CLR 32" GLR I 12 x>a 22 CLR 32 CLR 24" CLR ) 22 CLR 6 32" CLR o u 0 HARDWARE C r �� ( ►� ' MIN. • MAX. 40" A . TO ALL ELECTRICAL x SAH. MIN. CLR MIN. CLR. MN.HINGE MIN, MIN.LATCH ❑ MN.HINGE z -. �[� OPERABLE PARTS. OUTLET e 1 MIN.FOR '1N. APPROACH APPROACH E : APPROACH r N . E C EATHER H. LARSEN% r POOR (L) DOOR E `t �� \, WITH WITH FIRE e a �-� 48" CLR MIN. U Ij h r r \ hi WITH CLOSER U HAJGE u WALL ►� EXTINGUISHER Q IVE ROSEIALLE, CALIFORNIA= \ / v A\ 4 LATCH ' n 4 LATCH AP pqC�} H CABINET cf, ARI-11468 HINGE LATCH C)d `t TELEPHONE - 1 - f l_i ❑ m EXP.12-31-19--,_ i / APPROACH; > \ APPROACH, 11 n '9 FRONT APPROACH, FRONT APPROACH, PUSH SIDE PUSH SIDE 3 J • OUTLET a 000 r� OF �� PUSH SIDE �� PUSH SIDE i _ - 1J � / DOORS 4 GATES IN SERIES FRONT APPROACH FRONT APPROACH• SIDE APPROACH SIDE APPROACH RECESSED DOORS 4 GATES DOOR MANEUVERING CLEARANCES TYPICAL MOUNTING HEIGHTS •• W ® Z in 0 SCALE: 3 8" = 1 ' 0" D.DR.CLR SCALE: 3 4" = 1 '-0" MI < O / / D.MTG.HTS 1.FLOOR OR WALL ASSEMBLY - MIN 4-1/2 N.THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)*.MAX DIAM OF LTJ � � I/2" MAX. STEEL STUD MANUFACTURERS ASSOG. ICC REPORT ER-4943P CONCRETE.IRROUGH OPENNG 15 2 1 4 IN. SEE CONCRETE BLOCKS (CAZT)CATEGORY IN FISO BE CONSTRUCTED OF ANY UL CLASSIFIED RE RESISTANCE DIRECTORY LL]l AT 1:2 SLOPE 2 )5""x25 GA. MTL. STUDS g 24" O.G. (2505125-I8) (MAX. Ht. IC'-1") FOR NAMES OF MFG S, Z - I 2) "x25 GA. MIL. STUDS IP 16" O.G. (2505125-18) (MAX. HT. 11'-3") 2.THTHROUGHPNE�TRAINTS - ONE METALLIC PIPE,CONDUIT OR TUBING TO BE INSTALLED EITHER 3%"x18 GA MTL. STUDS 6 16" D.G. (36255131-43) (MAX. HT. 18'-3") CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESIOP SYSTEM_MIN ANNULAR SPACE BETWEEN PIPE, 0 6- HANG FROM/BRACE TO \ 3 5/e"x25 GA. MTL. STUDS 6 24" O.C. (3625125-18) (MAX. HT. 13'-5") CONDUIT OR TUBING 4 EDGE OF OPENING 15 DIN. (POINT CONTACT).MAX ANNULAR SPACE INDEPENDENT ON - STRUCTURE ABOVE. SEE 3 %"x25 GA. MTL. STUDS s I6" O.G. (3625125-18) (MAX. HT. 14'-4') PIPE, CONDUIT OR TUBING TYPE 4 SIZE A5 WELL A5 THE F RATING OF THE SYSTEM, AS SHOWN IN THE TABLE WALL DETAILS 1/4" 3 %"x20 GA. MIL. STUDS ' 16" O.G. (3625125-33) (MAX. HT. 16`-5") BELOW. PIPE,CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. NE / A METAL THRESHOLD SEAL FULL HEIGHT W/ 3 5/�"x20 GA. MIL. STUDS 0 24" D.G. (3625125-33) (MAX. HT. 14`-9"J FOLLOWING TYPES t SIZES OFMETALLIC PIPES,CONDUITS OR TUBING MAY BE USED: / MAX. PRINTABLE SEALANT AT ALL 6"x25 GA. MTL. STUDS 16" O.G. (6005125-18) (MAX. HT. 19'-9") A STEEL PIPE - NOM 10 IN.DIAM (OR SMALLER)SCHEDULE 10 (OR HEAVIER) STEEL PIPE. , , ( (E) THRU GRID MTL. STUD WALL GAPS 6"x20 GA, MTL. STUDS m Is" 0.G. (6005125-33) (MAX HT. 21'-1") B.CONDUIT - NOM 6 N. DIAM (OR SMALLER)RIGID STEEL CONDUIT. / TO R)=MAIN 6"x16 GA. MIL. STUDS g 16" O.G. (6005125-54) (MAX. HT. 30'-0") C.CONDUIT - NOM 4 IN. DIAM (OR SMALLER)STEEL ELEC.METALLIC TUBING OR SIL. CONDUIT. -4Ib • 6"x16 GA.MTL. STUDS g 12" O.G. (6005125-54) (MAX. HT. 32'-6") D. COPPER - TUBING NOM 3 IN. DIAM (OR SMALLER)TYPE L (OR HEAVIER)COFFER TUBING. COMPRESSED CARPET E. COPPER - PIPE NOM 3 IN.DIAM (OR SMALLER)REGULAR(OR HEAVIER)COFFER PIPE. 1/4" MAX. BELOW ` PROVIDE AND INSTALL RNOp. 6x16 GA.MTL. STUDS !2 O.G. 1600S201a-54) (MAX. Ht. 34-0 ) F. IRON PIPE - NOM 10 IN.DIAM (OR SMALLER)CAST OR DUCTILE IRON PIPE. I THRESHOLD ALUM. CHANNEL TO MATCH 8"x18 GA. MTL. STUDS m 16" O.G. (8005125-43) (MAX. HT. 34'-4") STOREFRONT_ NOTCH AND PIPE CONDUIT MAX NOM PIPE CONDUIT F RATING HR `TAX ANNULAIR1 ADJUST. TRIM AS REQUIRED DESIGN BASED ON 5 LB&/ SF LOAD 4 MAX. L/240 DEFLECTION COMPOSITE WALL OR TUBING TYPE OR TUBING DIAM IN. SPACE IN. FINISH FLOOR EVEN • 1110. ABOVE AND BELOW WINDOW SHEATHED WI MIN.Xz" GTP. WALLBOARD BOTH SIDES W/ "6 SCREWS 12" 0.0 MAX. 2_1/2 1/2-12 3 3/4 NEW SUSPENDED OPENING. 2-1/2 1/2-12 3 3/4 ACOUSTICAL //////////// // METAL STUD SCHEDULE CEILING fi !1'�ff(l�fllrrifl(ff((lf(l'lrflt'ff��l'flr� li-°:=-::_-_:=- -::-_:__ '-� OD 4-1/2 1/2-6 3 1-1/2 _ 9A 8 SCA_E. NTS MTLSTSCH2 4-1/2 1/2-12 3 3/4 CO �11J H 1Ji1 � 1111 111�111111 \ 9' CEILING HT. THRESHOLD ��` PROVIDE 2" WIDE NEOPRENE 4-1/2 1/2-20 2 1/8 L I TAPE AT METAL TO METAL 3. FILL.VOID OR CAVITY MATERIALS. - PUTTY - MOLDABLE PUTTY MATERIAL KNEADED BY HAND 4 A. �\ 8 FLUSH TI-rREBHOLD APPLIED TO FILL ANNULAR SPACE TO A MIN DEPTH OF 1 IN.,FLUSH W/ TOP SURFACE OF FLOOR IN CONN. _� - WALL ASSEMBLIES, REQ'D PUTTY THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF MATCH HEIGHT OF WALL.MINNESOTA MINING 4 MFG CO - MPS-2+ 'BEARING THE UL CLASSIFICATION MARKING ADJACENT (E) GLASS o EXISTING ADJ GE Z 1 CI HEADER VINYL TRANSITION CARP HILT) X-DNI21 PS SHOT PINS X32" O.G. A o ® N METAL BOTTOM TRAGKJI PER TGG REPORT ESR 1663. ® �� NEW 20 GA MTL. STUD VCTSUMI0) HEADER WI 5/8" GYP. BD. I T ;y ;� ., CC FINISH W/ L-METAL GONG COMP / 0 (E) SILL REF. f� ,, � .. TAPABLE CORNER TRIM CL SLAB +0.00 ,,,r � ::; ) _ 1 � ) DTII ii iIIII) IIII IIIIIIIII,IIII Q • 4 .. W Q ATTACH TO FLOOR ':,'••••k, -•:k STRUCTURE ABOVE. : VERIFY EMBED DEPTH W/ EXISTING :,\ 4 . ' EXTERIOR WALL WHERE �,' CC 0 MATCH EXISTING . ' FLOOR SIR. REQMT'S. ADJACENT HEADER • • OCCURS. f r Z F GONG. FLOOR SLA A © W SECTION A-A0: 0 Rus6ER TRANSITION HILTI FASTENERS c4 METAL 0 CI) 1 SOFFIT/HEADER DETAIL THRESHOLDS WALL TO WINDOW MULLION STUD PARTITIONS F.R CONC. FLOOR PENETRATION 6s 0 2' 5119 10 0 2.. N SCALE: 3" = 1'-0" CLGGYPHD5 SCALE: 3" = 1'-0" SCALE: 3" = 1 '-0" 611.1. 1.1 D-WLMUL1 SCALE: 3" = 1 '-0" D-HILTI.FAST4 SCALE: 6" = 1 -0" 4 D.CONC.FLR.FR.PENE r NOTE: PROVIDE WALL BRACE MAINTAIN (E) BRACING OR USE (N) 3-5/8" X NOTES: AT STRIKE SIDE OF ALL INTERIOR 0 25 GA MTL. STUD BRACES 6 48" O.C. r-i \ I, RECESSED DOORMAT TO BE DOORS. 18 GA 2" x 2" ANGLE W/ I _I (MIN. 3 - *12-14 SCREWS EA. END), SEE I/A50 FOR FLOOR CONN. ANCHORED TO PREVENT WIRE HANGER 2 -0.145" x 1" SHOT q �' \ INTERFERENCE WITH WHEELCHAIRS- y� PINS OR SCREENS /+ I / / \ (E) COMPOSITE FLOOR W a NESTED SLIP TRACK SECURELY STRUCTURE �, 2. THE BOTTOM 10 INCHES OF FULL WIDTH PROJECTION SCREEN 4 A a. / INTO METAL ROOF ( Z x - . / HOUSING HUNG PER MANUF. C . ATTACH TO EXISTING E) ROOF p OF DOOR (EXCEPT AUTOMATIC AND a c STRUCTURE OR BRIDGING. ABOVE AND 2- *12 STS 1 STR. ABOVE > SLIDING DOORS) ARE REQ'D TO INSTRUCTIONS. 4 PROVIDE BLKG. AS REQ'D. INTO BRACE. 1 z r - HAVE A SMOOTH SURFACE AT BOTTOM �KEK CLIP W/ EXTEND 3-5/8" STUD WALL —\\•2 d i 5/8" GYP. BD. TENANT SIDE OF WALL I OF DOOR PUSH SIDE. a TOT gL OF 4- x 25 GA MTL. STUDS AT 48" O.G. ul `� 1 2 -S CLR 1 / / \; '6 GUT TOP EDGE OF GYP. BD. 2 g 5 ALT. DIRECTIONS 4 BEND TO MIN. 3. THE MAXIMUM EFFORT TO OPERATE STRAIGHT AND TRUE UNDERSIDE OF DECK (MN. 2 20 GA FLEX TRACK WI "12-14 SCREWS n \ / DOORS AND GATES SHALL NOT Cl) 12" O.G. TO DECK OR SOLID BRIDGING- \ / EXCEED 5 POUNDS FOR INTERIOR J '�' u 1 E \ FLUTES PERP. TO DECK SPAN DIR.) �) / ATTACH W/ (2) DS 21 PID HEAVY AND EXTERIOR DOORS AND GATES. DUTY PINS TO DECK I 35/B" X 25 GA MTL. STUDS X24" O.G. CLOSERS SHALL MEET MIN. SWEEP Q SUSPENDED ACOUSTICAL SEE R \ A ii I I I I�' + + I I ` I 1 -r� SCREW TO TOP TRACK OF (E) WALL \ / TIME OF 5 SECONDS TO MOVE FROM CEILINGS ,� W/ "12-14 SCREWS 12" O.G, f OPEN POSITION OF 90• TO 12' FROM -L' ti - I �(E) GYP_ BD SOFFIT =. - v VARIES WHERE OCCURS -I1 AIT INSULATION LATCH. 1 1 R B L I) 1 MATCH (E) LAY-IN ACOUSTICAL CEILING ~S 2'-8" CLR J 4. SPRING HINGES SHALL BE ADJUSTED Z I. I I I I I I I I SEE REFLECTED SEE RCP �- (E) SUSP. CLG. HT. MIN. ( O CLG. PLAN4 --' TILE PER BLDG. STNS. ,�, OR 10' SO THAT FROM THE OPEN POSITION �� AL1 I I I I I I I I 1 L111111 ,0„ OF 10' THE DOOR OR GATE SHALL J R-13 BATT INSULATION ACOUSTIC SEALANT EA. SIDE (E) CLG. REMOVE (E) L-METAL BOTH SIDES MOVE TO THE CLOSED POSITION IN 1.5 H (PROVIDE ACOUSTICAL TAPABLE L-METAL TRIM HIGH WALL USE FIBERGLASS TAPE AT JOINTS, TYP. r ' SECONDS. m U SEALANT AT BOTH SIDES) (E) CLG. HIGH WALL er.00 CC - ' 5/8" GYP. BD- BOTH 25 GA. MTL. TOP TRACK 2'-8" CLR 6" 5. ALL DOORS SHALL BE OPEN- ABLE 9'-0' AFF. 1 1 1 1 11 ' 111 ' ) I I I 11 I 1 I I I I ) I I I 11 1.4__ • r- FROM THE INSIDE WITHOUT THE USE OF W6 SIDES U.ON. MIN. 3-1/2" ACOUSTICAL BATT INSUL. __� A KEY OR SPECIAL KNOWLEDGE- 1 3 5/8" METAL STUDS /-- U z y 0 24" O.C. SEE MTL. STUD �- 6. LEVER HARDWARE HANDLES SHALL 0 0 CANTILEVER SCHEDULE / 3-5/5" MTL. STUDS PER METAL RETURN WITHIN 1/2" OF THE DOOR 0 T-BAR AS REQ'D. :. i STEEL RUNNER STUD SCHEDULE FACE OPNG. AS REQ D. RUBBER TOPSET BASE - 1. ALL ODORS SHALL HAVE MIN. GLR TO CONCEAL - 25 GA STEEL RUNNER - 25 GA. TRACK SECURELY DATE HOUSINGS SEE FINISH SCHEDULE U.ON. FASTEN TO CONC. FLOOR SLAB. LEVEL LANDING DIM. OF 60 N THE 01-28-2019 SECURELY FASTEN TO CONC. ( SWING DIRECTION AND 48" IN THE :. SEE HILTI FASTENER DETAILS PERIMETER T-BAR FINISH FLOOR FLOOR SLAB. SEE HILTI FASTENERS OPPOSITE DIREGTIDN WITH 18 CLEAR SCALE ANGLE_ FINISH OPEN7 BOTTOM TRACK WI HILT) X-DNI21 AND METAL STUD PARTITIONS DETAIL AND METAL STUD SCHEDULE. 34" MIN. TO 44" MAX. EDGE W/ ANGLE ON THE PULVSTRIKE SIDE OF THE ASNOTED _. �� P8 SHOT PINS 6 32" D.G. SEE1/4" BEAD ACOUSTICAL SEALANT (E) CONC. FLOOR I AFS. (TYP. FOR ALL DOOR MGR HHL HILT) FASTENERS m METAL STUD _ � OPERABLE PARTS) \ �Q nCONT. AT EACH SIDE. / 8. EXIT DOORS SHALL COMPLY WITH JOB CAULK PARTITIONS DETAIL + 0 -0 I I' PUSH-FELL CEN021 (E) CONC. SLAB FLOOR LEVER 2016 CBC 1010 4 I1B-404 PROJECTION SCREENCI FULL HEIGHT WALL CEG. HIGH WALL NEW PONY WALL DOOR HARDWARE SHEET 3" _ 14 = , .. A700 SCALE: 3" = 1'-O" D-WLDMS SCALE: 3" = 1'-0 ' D-CLPRSC SCALE: = 1 '-0" D WLCH11 SCALE: 1 -1/2" 1 -0 D-WLPONY5A SCALE: 3/8" = 1'--0" D.DR.HDWR 2016 OF SHEETS HDL DESIGN HEREBY)EXPRESSLY RESERVES ITS CCMMCN LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NIOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMIISION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. I I I REVISIONS BY _WAY 8" MAX. 4" SEISM C ONE SIDE OF TIGHT WALL (RESTRAINED) / / m 01 j28/1s n „, PC SUBMITTAL i a o 1 "is EXPANSION SPLICE CAP 4//// /////1/17/////////// �.,� r ( JOINT CLIP CRIMPED TOTr - ALLOW PERIMETER © CrossXTee X X .".-t- � 1 MOVEMENT VERTICAL _. ..:. . . .............. .. }( - " �. ONLY ON HANGER WIRES / 2 0 � . � <w� a FASTENERS �-�,, `' :�� OPPOSITE END _ � 2' o,�: VERTICAL HANGER —REQUIRED \ e a a /j `!f�r'',,;*:► �» " _ `' ,. \ CROSS `,,� V �♦•, 8 M Cros Tee WIRE 12 GA 0 -<,, AT ALL ` / / --;%:- ''`- � J AX '±.....-. 4'-0" O.C.E.W. \ ,:�,, \ v MAIN BEAM ° a e \ m r-�� r TEE �� ♦`�: }C x JOINTS ► , " MAIN TEE / ` 33- 3 ♦ 1 GAP ` BETWEEN v a> a) a.) / r• E PERIMETER TEE '" 3 �• 0 41, 0 N / ^ 11 �:.��:..� \\ ,,r � 4 `"` ` . I FIELD CUT TEE-FACE r� �- r:: f-. �- : , J/ o �co u� rte. v \ ,.. /7 ENDS TIED �` �A # . SLEEVE - SEE X A W ►- r• j �w� . ;��- . MAIN TEE D L .o c ai:`:..: .. ... ..::...c v,. z d I _ 4-0.0- �. _7��►� � . . TOGETHER WITH �� ` , � INDEXING � ri2 ► . , o o. 'a o' / 'o- .10.....7 ...„,,........-- ''� `'\ STABILIZER BARS ,o i'`, ' ` NIB #1 ,.. . DETAIL ® ,,r'� r v, �'. / O r��a�''' -,,��, ++a+'• �/ �I�" NOTE: EXPANSION JOINT REQUIRED rg j v / -illa. a C o � �\ ��. _. ,�� FOR AREAS > 2500 SF (OR ` q � M M a' illi '‘-‘,...�. � f CEILING HIGH PARTITIONS 9 ,p v ^^,, ac n n -'-' 0 ........."'"1, SEISMIC JT. CLIP SYSTEM MAIN BEAM SEISMIC JOINT 4-WAY SEISMIC SEPARATION JT. CLIP 3 us ca vv ° MIN. INTERSECTION �, a , X° Z _ o STRENGTH LIMITS: 180 LBS. w LAYOUT (BY ARMSTRONG) CLIP (BY ARMSTRONG FOR CEILINGS OVER 2500 SF) (BY USG FOR CEILINGS OVER 2500 SF) RESTRAINED - BERC2 CLIP a >u 0 0 -6 SEISMIC PERSPECTIVE 1O AIR TERMINALS: (TIGHT WALL) '� ■ <20 LBS, - POSITIVELY ATTACHED TO GRID. 6 MAIN BEAMS & CROSS TEES MUST BE TIED RESTRAINED GRID 0 WALL 20-56 LBS. - POSITIVELY ATTACHED TO TOGETHER W/ STABILIZER BARS TO PREVENT `: `•__- '~ ! GRID AND TW � O WIRES TO STRUCTURE (MAY THEM FROM SPREADING. . , _ -cfo*D' � TN TN TN TNJ BE SLACK) 0 GRID SYSTEM: HEAVY-DUTY RATING, HANGER ` X X X X =cx t HEATHER H. LARSEN �( ( ;; ( ( ( )( ) ', > 56 LBS. - SUPPORTED DIRECTLY TO (8 CEILINGS OVER 1,000 SF MUST HAVE °I STRUCTURE PER DESIGN. HORIZONTAL RESTRAINT WIRES OR RIGID i HANGER `� �f�' ��• I BRACING, SEE COMPRESSION POST DETAIL, os- ////)-//////4/////)7//// // ////.� SRO SARI-114680RNIA 22 SPRINKLER HEADS AND OTHER PENETRATION �i WIRE 8" MAX. FLOATING WALL ''� EXP.123119 0° �� x CLEARANCE: SHALL BE MIN. 2" DIA. OPENING 0 CEILINGS OVER 2,500 SF MUST HAVE TEE-FACE 4.' '"$9' Q4 OR PROVIDE A SWING JOINT, FOR CEILINGS SEISMIC SEPARATION JOINTS OR FULL HT. ,, SLEEVE a! : :::::T:E0I X 12-GAUGE VERTICAL HANGER WIRE (]F.4,1104 " )( 3 CABLE TRAYS AND ELECTRICAL CONDUIT6 MAX. 12 -0 6AX. 'AND ONESEOFSPLICE /� W BRACED. CAP CRIMPED TO • SLEEVE is BERC2 SEISMIC CLIP BY ARMSTRONG POSITIVE (RIGID) BRACING. ,/ . T -I 4'-0" X 0 WALL MOLDING: MIN. 2". RIVITS ® ALLOW MOVEMENT ONLY • �j,,- " �D `III., � (OR RIVETED CONNECTION AT TEE TO ,� 11 SUSPENDED CEILINGS WILL BE SUBJECT TO i a M WALLS) J i i ON OPPOSITE END �. WALL MOLDING AT TIGHT i RESTRAINED WALLS UNLESS USING SPECIAL INSPECTIONS, AS DETERMINED BY • lit 0 (� )( \` )( )( )( )( X �)(, J PROPRIETARY CLIPS PER 2 & 3 THIS SHT. JURISDICTION, • • Q, O SEISMIC RCP - PARTIAL 0 _ 0 i TWO ADJACENT WALLS 0 GRID MUST BE WITH POPSR RESTRAINED ON 12 VERTICAL PERIMETER SUPPORT WIRES ARE TEE FACE SLEEVE TEE FACE SLEEVE ` . L- M 0 �� X ® SCREWS OR OTHER MEANS - OPPOSITE REQUIRED, MAX 8" FROM WALL. (FOR DX, DXL, DXT BY USG) (FOR DXF, DXFF BY USG) ` o I o o WALLS MUST HAVE %" CLEARANCE. . .Q a Z W I E. ADD'L GENERAL REQUIREMENTS a . 0 F5 H >� X )( )( )( " )\ >< ' v LA z i ¢ FLOOR, FIELD VERIFYWOOD FRAMING © ROOF/ UNRESTRAINED - BERC2 CLIP 0 r D ( X COMPRESSION STRUT TATE NOTE: WALL BRACING SHALL BE MINIMUM 3"W x 4"L x 12" GA, STEEL (FLOATING WALL) w NOMINAL AREA RADIUS WALL OUTSIDE INDEPENDENT OF CEILING SPLAY t STRAP: SECURE TO DECK W/ 2 X \ )< ` > x „ HEIGHT ILMIDIA• (SO. IN.)(SO. IN.) THK. (IN.) DIA. (IN.) BRACING ® #12x2 WOOD SCREWS INTO JOISTS. UP TO 6' 1/2" 087 .235 .042 .706 WITH USE OF ALTERNATE `�� X RUN IN DIRECTION OF WIRE. 9' 3 4" ,134 .309 .049 .922 CONNECTOR CLIP TO STRUCTURE t ARMSTRONG SEISMIC RX 11 1 .201 .391 .057 1.163 ABOVE. MIN. 100 LB. IN SUSPENSION SYSTEM PER ICC 5, X, I I SPLAYED HANGER WIRE: FOUR TIGHT 14' 1-1/4" .295 .511 .065 1.51 WITHDRAWAL TYP. 0 ALL WIRE REPORT ESR-130$: TURNS IN 1 CONNECTIONS lo ,11 • nn . % COMPRESSION POSTS: ELEC. 1 UNDERSIDE OF FLOOR OR ROOF 1. ALL STANDARD SEISMIC 3. BERC2 CLIPS AT TIGHT 5. ESR-1308: TESTING I * /: MAC , J( CONDUIT (EXTEND TUBE TO * I z BE TIGHT TO CEIL'G GRID ( STRUCT. APPLICATIONS PER DETAIL 1/THIS SHEET, SHALL APPLY WALLS (RESTRAINED) & * * FLOATING WALLS (CLEARANCE, RESULTS DEMONSTRATE THE >� ________X___ ____ ___, NO. 12 GA. VERTICAL FOLLOWING ARMSTRONG • 45• AND STRUCT. ABOVE. THENFOR ARMSTRONG PRODUCTS, UNRESTRAINED) APPLIED AT CEILING & GRID SYSTEMS CAN " N+ . INSTALL BOLT TO SECURE ("a , WIRE HANGER IN EXCEPT AS NOTED BELOW. WITHSTAND SEISMIC FORCES IN PERIMETER TEE ENDS TIED UNRESTRAINED GRID 0 WALL �. z TURNING. LEVEL ALL RUNNERS. CATEGORIES D, E, & F FOR MA C, ONE TUBE TO THE OTHER). a- CEICG GRID PRIOR TOGETHER WITH STABILIZER BARS - / INSTALL 12' 0. .EW. r 2. WALL ANGLE/ MOLDING - 4. BERC2 MAINTAINS MAIN HEAVY-DUTY CLASSIFICATION: pp TYP. 0 4 SIDES LEGEND VERTICAL HANGER WIRE: THREE TO SETTING TUBE. LOCATE " PRELUDE XL, " Q STARTING 6' FR* WALLS. , AT 4' O.C. EA. WAY IN LIEU OF 2 . GRID BEAM & CROSS TEE SPACING �'ie EXPOSED x 12-GAUGE VERTICAL HANGER TIGHT TURNS IN 1 ," / MUST BE ATTACHED ON TWO - NO OTHER COMPONENTS TEE SYSTEM, STANDARD GA. ADJACENT WALLS WITH BERC2 REQUIRED. DELETE STABILIZER FIREGUARD & ENVIRONMENTAL. (J.1 WIRES VERTICAL 45 DRILL 5/32" HOLE CC A SUSPENSION WIRES AT WOOD FRAMING WRE , • , 45' " (OR POP RIVETS IF APPROVED BARS AT PERIMETER. SILHOUETTE XL Y4 REVEAL, „ & INSTALL 1/8 BY ARCHITECT). - OPPOSITE 9f5" BOLT/ SLOT SYSTEM & ) N RIGID BRACING (COMPRESSION MAINBOLT & LOCKING WALLS (FLOATING) REQUIRE REVEAL, Wg" BOLT/ SLOT POSTS) RUNNER W/ %111141110 � • UTBERC2 WITH 3 " CLEARANCE. SYSTEM. S IC REFLECTED EXISTING WOOD ROOF FRAMING, 3 TURNS IN ' "EISM STABILIZER BARS FIELD VERIFY. 1 } t -AW". .,`.` ...1 N 4._0" ��+ „� GENERAL REQUIREMENTS ,� C4 CEILING PLAN • GRID PERIMETER RIVITED " O.C.E.W., ' EMT SLEEVE ; r. MINIMUM 2" x 2" x STEEL MAX. THIN WALL O) ANGLE, ATTACH TO WOOD JOISTS ELEC. CON- SCC �_ ABOVE WITH 2 - #8 WOOD 45• DUIT W/ SLOT Q �— 1-1\ sCREws oER cETO'GIT 0 ALTERNATE SEISMIC APPLICATION - BY ARMSTRONG aoSCALE : NTS 3/ . STRUT TIGHT TO ANGLE �� RUNNER. SEE STRUTS h4 2y SPAN TABLE FOR 9 GA WIRE OR 45' tifq� MAIN RUNNER • SIZES & MAX. Q APPROVED ATTACH COMPRESSION STRUT 2 4 (HEAVY DUTY HEIGHTS. �- ALTERNATE. LIGHT FIXTURE WEIGHTS: FLANGE TO ANGLE ABOVE w/ M{N. CLASSIFICATION) �� — - -I 111 SECURELY 1kTTACH <10 LBS. - ONE WIRE TO '\- 2"x 2"x 12 GA CLIP AND #8 x X" CROSS RUNNER TO STR. ABOVE STRUCTURE. 1 0 CO W/ CONNECTOR 0 COMPRESSION STRUT AT WOOD FRAMING SELF TAPPING RHSMS. / WALL 4'-0" MAX,' --P.-CLIP. -- 10-56 LBS. - 2 WIRES HORIZONTAL RESTRAINT: RIGID BRACING OR (4) #12 GA. SPLAY / CO FROM HOUSING TO WIRES 90 DEG. APART. VERTICAL ANGLE = 45'. ALL WIRES //P TIGHT WALL (RESTRAINED) 5 & LIGHT FIXTURE CROSS TEE STRUCTURE HANGER/ STRUT ATTACHMENTS SECURED TO RUNNERS WITHIN 2" FROM INTERSECTION. %., CLR. 0 /////<(/////////47/////, //// /f/// /// /////// / `N MOUNTING CONNECTION STRENGTH 200 LBS, OR DESIGN LOAD, MIN. FLOATING (UNRESTRAINED) f' I! N• *� BRACKET > 56 LBS. - SUPPORTED (0 WOOD DECK) WHICHEVER IS GREATER. WALL � DIRECTLY TO STRUCTURE ATTACH Cross:::Tee -I- - \ PER DESIGN. COMPOSITE METAL DECK/ CONCRETE NOTES: 1. USE OF METAL STUD IN LIEU OF CONDUIT TUBING FOR STRUT WILL REQUIRE AN ONE SCREW SECTION ALTERNATE METHOD & MATERIAL W/ CITY APPROVAL THROUGH > ( © 1 ATTACH SCREW 1 X01 0 14 i...i,,. AEITHER THROUGH 2' o c. _ ., „ " 2. STRUTS OVER 12' MAY REQUIRE ENGINEERING CALCULATIONS. LONG & HEAVY i I�� EITHER TOP - Ai 3 W x 4 L x 12 A. STEESTRAP: STRUTS PRESENT ADDITIONAL SEISMIC HAZARD. THEREFORE, THE APPLICANT MAY SIDE- I FASTENER / a p SECURE TO DECK W/ "HILT!" % DIA. BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT LOAD �: OPENING Cross Tee / M- SUSPENDED LIGHT FIXTURE • 14 KWIK BOLT II FASTENERS: RUN IN CAN BE SUPPORTED VERTICALLY AND LATERALLY BY THE SUSPENSION SYSTEM X )f ---4\ • •• M CEILING PANEL a , _ DIRECTION OF WIRE. ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. I II 3, NOTE: USE OF METAL STUD IN LIEU OF CONDUIT TUBING FOR STRUT WILLtATTACHMENT � �" SPLAYED HANGER WIRE: FOUR REQUIRE AN ALTERNATE METHOD & MATERIAL W/ CITY APPROVAL. 7 " WALL CLIP w'> a)` w':: a� / �-' TIGHT TURNS IN 1 Y2" " °' °'' °.. �� 4. MAINTAIN REQUIRED CLEARANCES TO UNBRACED PIPES AND DUCTS. _/7/.,/ ,J t- �- !-': �- � 0 MA�c. 3 / rn -f C CC ,, / o 0 0 4 ./ Q PENDANT-HUNG LIGHT FIXTURE MPS SEISMIC PERSPECTIVE COMPRESSION POSTS RESTRAINED-ACM7 CLIP - (` 1 z �„� �'8" , TIGHT WALL & FLOATING WALL _ .: �.C.. -+ W MAX. VERTICAL HANGER WIRE: THREE WITH USE OF ALTERNATE USG � CO 9 GA. WIRE - MAY BE SLACK. " ., i � ` SECURELY ATTACH TO STR. ABOVE `�9 GA. WIRE - TIGHT TURNS IN 1 Y2 �j �� 'j SEISMIC / rJ W CONNECTOR CLIP, MAY BE SLACK. % % REPORTSUSPENSESR 1ION 2 TEM PER ICC J / WIRES AT METAL DECK AND COMPOSITE DECK AND CONCRETE PERIMETER SECURELY (A ' N. , Z �.. ATTACH TO STR. \� PERIMETER / VERTICAL LIGHT FIXTURE ALL TYPES 1. ALL STANDARD SEISMIC 4. STABILIZER BARS ARE NOT ,� ( ) ABOVE W VERTICAL HANGER WIRES /� --� MECHANICALLY ATTACHED TO GRID / ( APPLICATIONS PER DETAIL 1/THIS REQUIRED AT PERIMETER. z CO p,3 - CONNECTOR HANGER WIRES � ,/(NEC 410 16) 2 PER FIXTURECLIP. SHEET SHALL APPLY FOR USCz - �-8° MAX. �I \ 8" MAX. MAX. POSITION ..:..:.;>:::::::::::::)�.,::.:_.. _ )G;.... :::::.-4' ¢UNLESS INDEPENDENTLY / MAX. POSITION OUT OF PLUMBPRODUCTS, EXCEPT AS NOTED5. DELETE VERTICAL HANGER / p0 64 SUPPORTED. D COMPOSITE METAL DECK/ j II OUT OF BELOW. WIRES 8 FROM WALL, _ / Q / 1 CONCRETE SECTION PLUMB 1 / LIGHT FIXTURE d D t10'�� 6 ±10' 2. WALL ANGLE/ MOLDING - 6. (ICC ES) AC156 & AC 368 LIGHT FIXTURE 11� �Q6 %" / CC MOUNTING A4 MAX 12 GA. MAX IN LIEU OF 2". GRID MUST TEST DATA DEMONSTRATES THAT BRACKET 2 x 2 x }� STEEL ANGLE, VERTICAL BE ATTACHED ON TWO ADJACENT THE FOLLOWING CEILING & GRID 1 0' O 47 d �l // 12 GA. VERTICAL rr ri ri �r CROSS TEE ATTACH TO STEEL DECK ABOVE HANGER WIRE % — ;` I " " �• HANGER WIRE WALLS WITH ACM7 (OR POP SYSTEMS CAN WITHSTAND //f/7>//// f///f�/////T/f _I � WITH HILT! 3 DIA, KWIK BOLT IC STABILIZER RIVETS IF APPROVED BY SEISMIC FORCES IN CATEGORIES Z Q - 1 - FASTENERS. STABILIZER _ D, E, & F FOR THE FOLLOWING FLOATING WALL .r LIGHT C BAR d BAR ARCHITECT}. OPPOSITE WALLS .Q FIXTURE ( I % i�' FLOATING REQUIRE ACM7 WITH USG SUSPENSION SYSTEMS: X 12-GAUGE VERTICAL HANGER SEISMIC I ( „ ) _ H WIRE CLIP I STRUT TIGHT TO ANGLE / MIN• l r 3y� —�' CLEARANCE, DXL H (HEAVY DUTY) CO�i n �8 4 — V♦ 0 " ` i3/4 ,,,\ DXL-1 (INTERMEDIATE DUTY) 10 SHEET ATTACH COMPRESSION STRUT ,� T ACM7 SEISMIC CLIP, BY USG /-- #8 X r 3. ACM7 CLIPS AT TIGHT WALLS o METAL FLANGE TOGO O ANGLE ABOVE W/ I (RESTRAINED) & FLOATING WALLS T ACM7 SEISMIC CLIP BY USG (OR DATE 01-28-2019 /� SCREW " " i� : (CLEARANCE, UNRESTRAINED) RIVETED CONNECTION AT TEE TO WALL ,� �� 2 x 2 x 12 GA CLIP AND #$ IN. 2" POP RIVET OR SCREW M{N, 2 APPLIED AT MOLDING AT TIGHT WALLS) SCALE SUSPENDED x } " SELF TAPPING RHSMS "`t" REQUIRED ON TWO ADJACENT `l"' ALL RUNNERS. AS NOTED ' CEILING PANEL 0 COMPRESSION STRUT AT CONCRETE OVER METAL DECK WALLS. SEE SEISMIC RCP MGR PLAN, HHL LIGHT FIXTURE ATTACHMENT CAN LIGHT FIXTURE HANGER/ STRUT ATTACHMENTS RESTRAINED TEE UNRESTRAINED TEE GENERAL REQUIREMENTS SEISMIC RCP - PARTIAL JOB CEN021 (0 CONCRETE OR COMPOSITE DECK) SHEET I 0 BASIC CONNECTIONS, PERIMETER & LATERAL SPLAY BRACING. INSTALLATION MUST CONFORM TO CISCA €11 A.....800STANDARD SEISMIC APPLICATIONS - IBC SEISMIC CATEGORY D RECOMMENDATIONS FOR AREAS SUBJECT TO SEVERE SEISMIC ACTIVITY. ALTERNATE SEISMIC APPLICATION - BY USG SCALE : NTS SCALE : NTS . OF SHEETS HDL DESIGN HEREBYI EXPRESSLY RESERVES TTS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE IDT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERM3iSION OF HDL DESIGN NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT.