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Plans (33) BU P2019-00023 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 _-_.__._ I 11 I 12 i 13 I 14 I 15 I 16 - RECEIVED cTi 0 y, Y 71 L J T N N Q4 222019 J ryNE M --ICS C CITY OF€IGARD M it o aQ� BUILDING DIVISION E -- 1Tu . Vi — Qs Vi . o 0)til J_ •—• W 0 o CITY OF TIGARD 2 < RETIE D FOR CODE COMPLIANCE a 8 Approved: N OTC; 11 . L �, o C L Q Permit#: iiiipan 19-oei n :3 s, o Address: sS I � '" o o = Suitt:# : Q. W a By: ...4Dater C-JCI _ • SPECiii; `9fi SEE'EECTION REQUIRED State of Oregon Structural Specialty Code KK AlieC' Concrete and Reinforcing Steel � �' Iti Boltsin:3:a ed in Concrete 'HOWARD G. CRs -3 .l Special Moment-Resisting Concrete Frame . 15-2019 0 Re •::::;rdrr�Stool&Prestress;ng Steel Tendons _ 9, N.9WA GTONe LA S4tl.nti :,;ung 11, Og i. OF D High-Stre>rac l it Bolting 6r. Stn.ictural Masonry J 1 einforeer°Gypsum Concrete - J CO BERG ' S L Insulating Concrete Fill J U Spray Applied Are-Resistive Materials 0 U Piiin2-, Drilled Piers and Caissons 1'1' LL -40 Shotc, to aA; W n Teriant Improvement 0 Special Grading,Excavation and Filling W E N 0 Smoke-Control Systems II J j i Otherins eetans -.- cc O Cl) rn H H CO 0- C O 12080 main streetW c cm 1 Unitit _ w .. m 0 i= � ~ o W N m OR g 97223 G G Tigard , Y ,_ Q z F 40 F Q 'US Io- MS E E li . . . D1 I PROJECT DESCRIPTION D5 I DESIGN-BUILD SYSTEMS D12 I SHEET INDEXm q NONE I NONE M--J ris Il NONE GENERAL CONTRACTOR SHALL COORDINATE & OBTAIN ALL PERMITS REQUIRED SHEET # SHEET TITLE ISSUE DATE ISSUEBID DATE COISSUE NSTRUCT ON oa (LA FOR MECHANICAL HVAC, PLUMBING, ELECTRICAL, FIRE SPRINKLER, FIRED mji i= 1 U D TENANT IMPROVEMENT INCLUDES: ALARM, LOW VOLTAGE AND OTHERS NECESSARY TO PERFORM THE WORK A-oao COVER SHEET, SHEET INDEX, PROJECT DESCRIPTION 1-15-2019 LISTED BELOW A-001 GENERAL INFORMATION, SITE PLAN 1-15-2019 — CONSTRUCT 1 OFFICEIgg M A-002 OVERALL FLOOR PLAN; EXIT PLAN 1-15-2019 — CONSTRUCT 2 TREATMENT ROOMS Mechanical (HVAC) Smoke Detection System A-003 GENERAL CONDITIONS, EXIST. CONDITIONS, DEMOLITION PLAN 1-15-2019 — CONSTRUCT 1 JANITOR ROOM A-004 DEMOLJTION FLOOR PLAN 1-15-2019 — -- — CONSTRUCT BREAK ROOM WITH COUNTERS GENERAL CONTRATOR SHALL SEPARATE ROOFTOP UNITS TO SERVE THE GENERAL CONTRATOR SHALL COORDINATE WITH FIRE ACADEMY TO MODIFY A-101 PROPOSED FLOOR PLAN; INTERIOR ELEVATIONS 1-15-2a1s — CONSTRUCT MEN'S AND WOMEN'S TOILET ROOM W/ ACCESSIBLE SUBJECT SPACE WITH A SINGLE T—STAT AND MODIFY DUCTWORK EXIST. SPRINKLER SYSTEM TO ACCOMMODATE THE PROPOSED LAYOUT. FIRE A-102 ROOM MATERIAL & FINISH SCHEDULE, INTERIOR ELEVATIONS 1-15-2019 SHOWER, EACH ROOM ACCORDINGLY. MECHANICAL CONTRACTOR SHALL PROVIDE DESIGN—BUILD ALARM CONTRACTOR SHALL PROVIDE DESIGN—BUILD DESIGN SERVICES TO A-201 REFLECTED CEILING PLAN; DETAILS 1-15-2019 — ADD NEW EXIT DOOR ALONG NORTH SIDE TO ALLOW COMMON PATH DESIGN SERVICES TO MAKE THE REVISIONS AND SHALL BE LICENSED IN THE MAKE THE REVISIONS AND SHALL BE LICENSED IN THE STATE IN WHICH THE A-301 WALL SECTIONS 1-15-2019 OF TRAVEL TO BE < 75' FROM EACH POINT WITHIN TENANT SPACE STATE IN WHICH THE WORK IS TO BE PERFORMED. WORK IS TO BE PERFORMED. C — PATCH EXISTING VINYL TILE FLOORING cc — PATCH EXISTING CEILING TILES IN DISSREPAIR Electrical THE GC SHALL RESEARCH THE REQUIREMENTS FOR EACH OF THE "DESIGN—BUILD o - PAINT INTERIOR FINISHES ti GENERAL CONTRATOR SHALL SEPARATE ALL ELECTRICAL THRU A SEPARATE SYSTEMS" AND PROVIDE A FULLY OPERATIONAL PROPOSAL CAPABLE OF SATISFYING — REFER TO PLANS AND SCOPE OF WORK FOR ADDITIONAL WORK SUB—PANEL THAT 1S PRIVATELY METERED SUCH THAT PRORATED USAGE CAN ALL APPLICABLE CODES, ORDINANCES AND AGENCY INSPECTIONS PRIOR TO 2 BE ITEMIZED. ELECTRICAL CONTRACTOR SHALL PROVIDE DESIGN—BUILD SUBMISSION OF BIDS. F, — DESIGN SERVICES TO MAKE THE REVISIONS AND SHALL BE LICENSED IN THE NO NEW AREA WILL BE ADDED TO THE BUILDING FOOTPRINT. NO STATE IN WHICH THE WORK IS TO BE PERFORMED. ANY DEMOLITION MAY REQUIRE THE CONTRACTOR TO CONTACT AUTHORITY HAVING 2 N REVISIONS ANTICIPATED OUTSIDE FOOTPRINT OF BUILDING. JURISDICTION REGARDING ASBESTOS REQUIREMENTS AND OTHER HAZARDOUS LC c' MATERIALS. o Plumbing Z B GENERAL CONTRACTOR SHALL MAP OUT EXIST. SEWER LINE INVERT NOTE: PER OSSC SECTION 107.3.4.2, ALL DESIGN—BUILD SYSTEMS MUST BE B Drawn ELEVATIONS AS REQ'D TO SAWCUT EXIST. CONCRETE SLAB TO CONNECT NEW REVIEWED BY THE ARCHITECT OF RECORD FOR GENERAL CONFORMANCE TO THE Checked TOILET ROOMS AND OTHER PLUMBING TO EXIST. SYSTEM. DISCUSS IF NEW DESIGN. Approved HGK WATER HEATER IS REQ'D FOR TENANT USAGE AND LOCATE AS CLOSE TO Project No 18-6323 TOILET ROOM/SHOWER ROOM AS POSSIBLE. CONNECT NEW WATER HEATER — TO TENANT DEDICATED PANEL. PLUMBING CONTRACTOR SHALL PROVIDE Title DESIGN—BUILD DESIGN SERVICES TO MAKE THE REVISIONS AND SHALL BE COVER SHEET LICENSED IN THE STATE IN WHICH THE WORK IS TO BE PERFORMED. Fire Sprinkler Permit A GENERAL CONTRATOR SHALL PROVIDE SPRINKLER DESIGN SERVICES TO CITY OF MODIFY EXIST. SPRINKLER SYSTEM TO ACCOMMODATE THE PROPOSED Approved bTiGARD A Planning Sheet No. LAYOUT. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE DESIGN—BUILD Cate: HI -H DESIGN SERVICES TO MAKE THE REVISIONS AND SHALL BE LICENSED IN THE . STATE IN WHICH THE WORK IS TO BE PERFORMED. Ir itials: , cc - 1 I 2 1 3 1 4 5 I 6 I 7 1 8 I 9 I 10 1 11 I 12 I 13 I 14 1 15 1 16 1 1 2 I 3 I 4 5 I 6 I 7 I 8 - 9 I 10 I 11 I 12 I 13 I 14 I 15 i.e., 0116.. 6 PROJECT LOCATION Cois ACT ACOUSTICALBOLT CHUNG 11LE ST JOIST L C� E STORE #5354 J ry M RITE AID SUB-TENANT SPACE M AW ACOUSTICAL WALLCOVERING JT JOINT 12080 MAIN STREET, UNIT B - �,� �- � Q @1 ACOUST ACOUSTICAL _� �`. _��, 4 �. r „ b E TIGARD, OR 97223 ADJ ADJACENT, ADJUSTABLE KP KICK PLATE "- AFF ABOVE FINISHED FLOOR .(1311 — p 11�" y .ms s ".r;. TIN U YG AINE AELSITE AREA: , , - APPROX APPROXIMATE MAX MAXIMUM 2014 OREGON MECHANICAL SPECIALTY CODE N r € , ;9 .` B '�1` ' "q. a. ' t ARCH ARCHITECTURAL MECH MECHANICAL 2014 OREGON FIRE CODE r....rvr.rr Tri In w 2.54 ACRES , , ` ) �.J U AF AWNING FABRIC MEMB MEMBRANE 2017 OREGON ELECTRICAL SPECIALTY CODE ., MET, MR METAL 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE- ar' = Q OWm 2017 OREGON PLUMBING SPECIALTY CODE B BASE MFR MANUFACTURER � �� "F ' ' o ICC/ANSI 117.1-2009 GROSS TENANT SPACE: BD BOARD MGR MANANGER /> t';-a= 6 2013 NFPA 13 EIRE SUPPRESSION SYSTEMS �' > . BG BUMPER GUARD MH MANHOLE 1 " � o BLDG BUILDING MIN MINIMUM 2013 NFPA 72 FIRE ALARMS 4 L BLK BLOCK MIR MIRROR REBEL FIT CLUB: 11,235 SF :. ' ���°` � ;�`'�. ,3- v CONTRACTOR SHALL CONFIRM MOST RECENT EXIST. RITE AID: 23,706 SF # m BLKG BLOCKING MISE MISCELLANEOUS ADOPTED CODES FOR THE SUBJECT JURISDICTION MEZZ. 1,000 SF 41.- mm 0 IT 1 J BM BEAM MO MASONRY OPENING en . yam` o BOF BOTTOM OF FOOTING M/R MOISTURE RESISTANT BOT BOTTOM MID MOUNTED USE GROUP TOTAL: 34,941 SF 0 � as MTG MEETING, MOUNTING TYPE OF CONSTRUCTION � p CAB CABINET NUL MUWON RITE AID SPACE - MERCANTILE (GROUP M) � " CB CONCRETE BLOCK REBEL FIT CLUB ASSEMBLY - A3 � IIIB WITH SPRINKLERS " ,• CDV COMBINATION DRAIN AND VENT NEO NEOPRENE GYMNASIUM W/OUT SPECTATOR SEATING t, 1 CEN CEMENT NIC NOT IN CONTRACT jai CER CERAMIC NO NUMBER :r f CF CONCRETE FINISH NOM NOMINAL ALLOWABLE HEIGHT & BUILDING AREA I - �� : VA I CFMF COLD FORMED METAL FRAMING NTS NOT TO SCALE '��i , CG CORNER GUARD SPRINKLERED BUILDING, TYPE IIIB CONSTRUCTION � - - . _Fe � � CJ CONTROL JOINT OA OVERALL ,giikt , IIIB - M - ALLOWABLE AREA = 50,000 SF 3 STORIES 75 MAX. , K ERCT T 065 ON CEN IIIB A3 ALLOWABLE AREA = 38,000 SF, 3 STORIES, 75' MAX. a t` � � K `�C CL CLOSET OC ON CENTER ,4 CLKG CAULKING OD OUTSIDE DIAMETER PER OSSC 508.4.2 ALLOWABLE BLDG AREA, SUM OF RATIOS OF THE ACTUAL BUILDING AREA DIVIDED " - ; :: '�� HOWARD G. mIuxs��'� CLG CEILING OFF OFFICE BY THE ALLOWABLE BLDG AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. • C� CTR CLEAR OPNG OPENING r] CMU CONCRETE MASONRY UNIT OPP OPPOSITE _ ms' s . • COL COLUMN 11,235 23706 __ .296 + .474 = .77 , 1, THEREFORE QUALIFIES AS NONSEPARATED USE 15-2019 COM CUSTOM HUTCH P PAINT 38,000 + 50,000 a _ N,�WASHINGTO58 N . CONE CONCRETE PL PLATE CORD CONDITION P. LAM PLASTIC LAMINATE ;I ��'� CONSTR CONSTRUCTION PLAS PLASTER PER OSSC 508.3.5, NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES 6 OF 0 CONT CONTINUOUS PLY44D PLYWOOD THEREFORE, NO 1-HR SEPARATION IS REQUIRED BETWEEN GROUP M RETAIL AND THE PROPOSED GROUP 7 CONTR CONTRACTOR PM PARTITION MOUNTED ;� ��; CORR CORRIDOR PNL PANEL, PANELBOARD A3 GYMNASIUM W/OUT SPECTATOR SEATING. ,� CPT CARPET PP PREHNISHED PANELS MAXIMUM ALLOWABLE FLAME SPREAD � �` � ' :;,,7:::40,i,„ U CTR CEFIT� 11LE PR PAIR •, J CCI PROJ PROJECT SPRINKLERED BUILDINGS may. DN DOWN PROP PROPERTY DET DETAIL P.T. PRESSURE TREATED VERTICAL EXITS AND EXIT PASSAGEWAYS CLASS BF J DIA DIAMETER PT POINT EXIT ACCESS CORRIDORS AND OTHER EXITWAYS CLASS C ri dF DIFF DIFFUSER PTD PAPER TOWEL DISPENSER ROOMS AND ENCLOSED SPACES CLASS C � '`_'� DIM DIMENSION PIN PARTITION ; °""" �' DISP DISPENSER PWR POWER ii;`� �. , . '* DR DOORa" , ," .. _ C. q.. t . , DWG(S) DRAWING, DRAWINGS QT QUARRY TILE OCCUPANT LOAD 3 ►' ...1 G) DWR DRAWER QTY QUANTITY T a * v5,. in + E EAST R RISER TREATMENT 140/100 = 2 r • M EA EACH RAD, R RADIUS JANITOR 4O/100 = 1 ' " � LU C � � BREAK RM 155/15 = }1 EIFS EXTERIOR INSULATION AND RCM REGIONAL CONSTRUCTION MANAGER TREATMENT 40/100 = 2 TOTAL OCCUPANT LOAD = 225 :: Lt L FINISH SYSTEM RD ROOF DRAINH fY .,, r OFFICE 150/100 = 2 EJ EXPANSION JOINT REC RECESSED 0 ". LOUNGE 500/15 = EL, ELEV ELEVATION RE REFERENCE - 34 11/4 `. ' 1 Ci) .CL = O ELEC ELECTRIC, ELECTRICAL REEL REFLECTED EXERCISE SsaO/5o= 116 ,- , ''^^ RELAXATION 1500/100= 15 b V ELEV ELEVATOR REINF REINFORCED EXERCISE 1200/50 = 24 a" ::�, `, 1 ", L EMER EMERGENCY REQ, REQD REQUIRED �:g. de 5 - .. s-f-1 5 ar .✓", I� f. fir (1; RETAIL 260/30 9 _ �-> r C � ENCL ENCLOSURE RESIL RESILIENT / �° - W _ RECEPTION 880 10D = 9 - �� � �' EQUIP EQUIPMENT RF RESILIENT FLOORINGCCI (13 — EWC ELECTRIC WATER COOLER RM ROOM EXH EXHAUST RO ROUGH OPENING EXIST EXISTING RWL RAIN WATER LEADER MEANS OF EGRESS > 1.-.03-gr EXP EXPANSION, EXPOSED EXT EXTERIOR S SOUTH RITE AID #5354 % LU O W N SAN SANITARY TOTAL TENANT SPACE OCCUPANT LOAD = 225 OCCUPANTS FA FIRE ALARM SC SOLID CORE 225 X .20 = 45 INCHES OF WIDTH REQUIRED OR 72" MINIMUM i 1,13 r G FB FLAT BAR SD SCHED SCHEDULE o EDU PENSER . REPAINT AISLE AND 12080SW MAIN STREET FCO FLOOR CLEANOUT NUMBER OF REQUIRED EXITS FROM REBEL FIT CLUB = 2 EXITS (<500 OCCUP. LOAD) FD FLOOR DRAIN SECT SECTION REQUIRED WIDTH = 72 INCHES, MIN. BLUE LOGOS, TYP OF 3 TIGARD, OR 97223 FDN FOUNDATION SF SQUARE FEET FE FIRE EXTINGUISHER SH SHELF DR FEC FIRE EXTINGUISHER CABINET SHT SHEET EXITS PROVIDED: 4 EXITS WITH 252" OF WIDTH, THEREFORE, OK. FIN FINISH SIM SIMILAR FIX, FlXT FIXTURE SL SLIDING MINIMUM NUMBER OF REQUIRED TOILET FIXTURES FL, FIR FLOOR SM SURFACE MOUNTED ,-- .-- FLASH _FLASH FLASHING SPEC SPECIF1CAIION FRTW FIRE RESISTANT TREATED WOOD SQ SQUARE FLUOR FLUORESCENT SST STAINLESS STEEL 2014 OSSC, TABLE 2902.1 el FOC FACE OF CONCRETE ST STAIN NORTH FOF FACE OF FINISH STD STANDARD Z FOS FACE OF STUDS SR STEEL OCCUPANT LOAD: 225 /2 = 113 MEN, 113 WOMEN (/_. FOW FACE OF WALL STO STORM I _1 = o F FR FIRE RATED/RETARDANT STOR STORAGE ******************************************************************************************* -_ =J 141: FRP FIBERGLASS REINFORCED POLYESTER PANEL STRUCT STRUCTURAL FRT FIRE RETARDANT TREATED SUSP SUSPENDED A-3 GYMNASIUM USE W/OUT SPECTATOR SEATING Q FT FOOT, FEET SW WATERCLOSETS LAVATORIES DRINKING FOUNTAINS FTG FOOTING SWSB SOLID WHITE STOP BAR MALE FEMALE MALE FEMALE FURR FURRING TEL TELEPHONE 1:125 1:65 1:200 1:200 1 PER FLOOR LUIS EW R§ SERVICE TEMP TEMPERED,MTICKKNESSRARY GYMNASIUM A3 2 2 1 1 1 PER FLOOR F9 SITE PLAN Ucc ,_ GC GENERAL CONTRACTOR TOS TOP OF STEEL GRT GROUT TOW TOP OF WALL PROVIDED: 1 WC;1 URIN. 2 2 2 1 NONE Ck 0 GA GAUGE TT TOILET TISSUE DISPENSER GALV GALVANIZED TYP TYPICAL PROPERTY ACCT. NO. ZONING: GB GRAB BAR UNF UNFINISHED GEN GENERATOR UNo UNLESS NOTED OTHERWISE FIRE RATED ASSEMBLIES 11 GL GLASS R460218 GND,GRND GROUND VCT VINYL COMPOSITION TILE E E NB GYPSUM WALLBOARD VERT VERTICAL NO FIRE RATINGS MU-CBD GYP GYPSUM VEST VESTIBULE HB HOSE BIBB VTR VENT THROUGH ROOF MAP & TAX LOT ID HC HANDICAPPED VWC VINYL WALLCOVERING FIRE PROTECTION SYSTEMS HCT HANDICAPPED TOILET HO HEAD W WEST 2S 10 2AA00906 HDWD HARDWOOD W/ WITH VERIFY EXISTING SPRINKLERS, FIRE ALARM SYSTEMS, MAINTAIN EXISTING gJ — HDWR HARDWARE WAT WATER SYSTEMS AS REQUIRED. '— HM HOLLOW METAL WC WALL COVERING HORIZ HORIZONTAL VID WOOD LEGAL DESCRIPTION: n = HR HOUR WNDW WINDOW HT HEIGHT WF WOOD FLOOR SQUARE FOOTAGE OF RENOVATION IINWH�N HVAC HEIINCEG, AND WM WALK-OFF MAT W/o WITHOUT PAYLESS SHOPPING CENTER LOT:2M �� il CD ID INSIDE DIAMETER WP WATERPROOF RENOVATED GROSS AREA: 11,235 rnsi«c, WR WATER RESISTANT ��... %` D M D IN INCH IE WT ELEVATION WT WEIGHT << '%. N� INSUL INSULATION IR IRRIGATION ; s> v � z- 0. D O 3 K D13 PROJECT INFORMATION D1 ABBREVIATIONS D5 CODE DATA zbv d: a y r NONE NONE NONE - VENDOR COMPANY PRODUCT TYPE CONTACT CONTACT NUMBER ` F ,; VENDOR 1 ARMSTRONG CEILINGS BOB WILUAMs err-276-7876 EXT 8052 • .4e • REGIONAL CONSTRUCTION PROPERTY OWNER VENDOR 2 ARMSTRONG FLOORING TONY LAWSON 600-356-9301 EXT 8943 '" DETAIL NUMBER �� VENDOR 3 ATAS INTERNATIONAL INC. ROOF COPING MARK BROWN 800-468-1441 EXT 227 1 Y' MANAGER' VENDOR 4 ALP UGHT1NG COMPONENTS SOFFIT EGG CRATE CUSTOMER SERVICE 800-237-3938 SHEET NUMBER y : �r _ p ���4 � .,,s� �"` -0 BSM REALTY, LLC VENDOR 5 BESAM AUTOMATED ENTRANCE AUTO DOORS PAM HOMYAK 609-443-5800 EXT 20415 0 SHEET NOTE REFERENCE • f 7 "� �R'• .s,. COMPANY: RITE AID CORPORATION C/0 RITE AID CORPORATION #5354 C C VENDOR 6 - - - - A-00� r�4 , VENDOR 7 CARLISLE SYNTEC INC ROOFING JOE CARBINE 717-245-7065 _ ria s L'"''` PO BOX 3165 �. m rte.. 18606 SE 287TH STREET W VENDOR 6 CARRIER CORPORATION HVAC BILL SJOVALL 973-227-4311 EXT. 3012 SECTION INDICATOR (11:_:1 " r re T`'.V77, V v• sa a KENT, WA 98042 HARRISBURG, PA 17105 w o. VENDOR 9 CONSOMME E ELECTRICAL DIS1RIBUTORS ELECTRICAL SUPPLIES EAST COAST- DON FRALEY 800-632-1828 WEST COAST- ANDY IPSON 909-889-1071 �� �� `'-u �� �s o VENDOR 10 DIEBOLD DRIVE THRU EQUIPMENT KEVIN DOSS 717-764-7566 DOOR TAG CONTACT: MITCH NdFTSGER, RCM 1 s -':.; --ut•.h Mom- -.real n'"�y, tli N Si VTJNDOR 11 EUA50N CORPORATION IMPACT DOORS JASON HORN 800-828-3655 EXT 128 DETAIL NUMBER *c3.y — VENDOR 12 CITADEL EXTERIOR PANELS DAVID WERNZ 800-446-8828 EXT. 120 SHEET NUMBER r O N VENDOR 13 EMERSON CLIMATE TECH. EMS - INSTALL SCOTT MARSHALL 717-930-0608 ...1----- 0 '. GENERAL CONTRACTOR v, 0, VENDOR 14 EP HENRY CORPORATION CONCRETE BLOCK - 800-444-3679 A-001 _ VENDOR 15 FIRESTONE BUILDING PRODUCTS ROOFING MARK WERNER 800-428-4442 EXT 53226 PART1T1ON TAG o R `J' VENDOR 16 GLEN-GERY CORPORATION MASONRY CUSTOMER SERVICE REP 610-374-4100 DETAIL INDICATOR k COMPANY: TO BE DETERMINED w VENDOR 17 HADRIAN, INC. RESTROOM PARTITIONS DIANE STEGMOER 440-942-911IY 8.. VENDOR 18 HILL PHOENIX COOLER/FREEZER KEN DURA 716-667-3687 �1 r; �� B VENDOR 19 INTERSTATE BRICK MASONRY BETH POLIS 951-352-6678 ii ARCHITECT: VENDOR 20 KAWNEER STOREFRONT DAVE TRAUTMAN 800-310-4350 EXT. 631 4 FURNITURE TAG B Drawn VENDOR 21 KOROSEAL INTERIOR PRODUCTS WALL COVERINGS KEVIN PLANT 800-753-7505 � ������ ' ''^ COMPANY: HG KIMURA ARCHITECT, PLLC Checked VENDOR 22 JOHN50NITE FLOORING /BASE DENNIS LANG 800-899-6916 VENDOR 23 MATWORKS CARPET KIM OSTROSKY 301-837-1266 3 A--000 } 0 ROOM NAME VENDOR 24 MARUTE PANELING BILL MCDONALD 973-831-8324 A-000Approved (101) RITE AID SITE 18012RENTOW. LAKE DESIRE DR. SE VENDOR 25 MJB ARCHITECTURAL SPECIALTIES CHAIR RAIL JAMIE MAYER 610-584-8701 PHONE:, WA 98058 18 6 VENDOR 26 OVERHEAD DOOR RECEIVING DOOR ANGELA BURGESS 800-972-1730 EXT 661 2 ROOMNAME AND NUMBER PHONE: (425) 271-1875 Project Na. 18 323 — vENDOR 27 NOT USED ELEVATION INDICATOR 12080 MAIN STREET FAX: (425) 271-2383 ,! Tale VENDOR 28 SHERWIN 1IWNI5 PAINT JIM GEST 724-933-1900 EXT. 104 P-1 TIGARD, OR 97223 CONTACT: HOWARD KIMURA VENDOR 29 SANTANA PLASTIC PRODUCTS RESTROOM PARTITIONS GREG BORGIA 800-368-5002 EXT 225 E-MAIL: HGKIMURAOCOMCAST.NET SITE PLAN, VENDOR 30 SQUARE D COMPANY ELECTRICAL GEAR NATIONAL ACCOUNT MANAGER 518-452-2590VICINITY MAP VENDOR 31 WESTERN EXTRAIJTE COMPANY COSMETIC LUGHTS MARK KANER 314-432-4560 FINISHES TAG VENDOR 32 YORK INTERNATIONAL CORPORATION HVAC MARK RITZ 405-419-6537 NORTH VENDOR 33 IJTHONIA LIGHTING NEIL TOBLER 770-860-3062 CO — .--A.- _ _ CODE INFORMATION17.34 GERBERT LIMITED RESILIENT FLOORING S.R. IIMMERMQ AN 717-299-5035 r -_ A VENDOR 35 NOT USED = VENDOR 36 NOT USED COLUMN GRID REFERENCE REVISION TAG Sheet Na. NOTE: SEE SHEET A-2 FoR FINISH VENDOR MATERIAL CONTACTS A5 I SYMBOLS LEGEND A9 I VICINITY MAP A13 PROJECT TEAM A l NONE NONE A-001 NONE NONE I - I - - 1 I 2 I 3 1 4 5 1 6 1 7 1 8 9 1 10 I 11 1 12 13 1 14 I 15 I 16 1 I 2 I 3 I 4 I 5 I 6 ] 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 - C6 o Vim& L J •Ni.. my —I n ti 3 M M a 'LlN3 CHAINLINK FENCING y,,, I°1 li ._ U Y Y t I i Li - Q EXIST. -.--i--1' o� o ® o - w RAISED LOADING DOCK 16-2 v w EXIT `� L � 44.. 'l02 Q ar D3 o I .. i y c r .„ I o or Ls.a ._. _-._ l I a, . 0 .4) -, E NO EXIST. a r° � ,_ . ECE VIRGEXIT — U_ v EXIST. n+ _XI T ILIDU12'-0" B'-0" 11'-0" I '-n" 11,-0" if dA_ K el) X1 ! DG ! 1 I� NEW °C'.4 ..A �y * � 71,E , i HOWARD G. mttrs� f 1 II ` I , . -� 1 � EXIT �, a _ �'�` c5-2019 � rr, i e] 3068 j� , 9i .," 5-:: / iiig a "-..,_:V,,ti i. ,..•,'•:'"----' ----- - i (,VI.T 0 m - : ._ a J '• .• E ! a° ,�' tw n, LN T :.P C.� J CO „+ I v • D EXIST. SITE AID SPACE (\O WO � — ' '� r , ; c'l7T I J ; J 43 ,..';i:',':....:.;:'..,:..a - I. C.]ED IPEEEL I- CL....�JC., }w 0, -4 -- -- -- -- -- -- — :: m N r-- X1 _ W I` rn H '11-11 I II -� -- N° °' -c ■� to I -- - ® ` �Ia • � � n 2 „ii, 0 . . .fid 5812:1 5 /5.7=11 b _. ��� �,I13; 1 al i I �: a - r . W C . 1172.12.11 03 411 i ,— L -I I �I �I -- LI W co 11 1 - -- L' y 1 W csI O III III - __ ..� - - ± �I— m G 13EII I I III II :� ! SAES • III I I I I II I ! III• 1 I I I I 1 11 I _.. -.�� � btar^ , . . .r � ;6. � ...... T3➢ Ira -- TBD L I .t l I j I1 !1 I I L _. III 1 1 1 1 II 111[111 0 1, 7 v"�r'1� ; 1 1 — II1111,111 43 z I F . �IIIII. I EX EXIT F 1114 I1 U � L F- II L ; [ wkok Q_ LI I II I� I — � :•.,.,...„.....,....,....,........, EXIT Ili III III — _ _ ! III I I — -_I - C1 [2:0 , = F„; _ III �� _i fly Ce0 III I ._.. .." 1 1 1 II I II f I I I ( I I I III 1I m 4. 2.E,'D �_a 11.11 �� 1 101 rt I til E II h I �� i �.- -- OD ....... . ... ...."-- - -. ,iii•_a. ,: - - ��_wnml:uu .IIJI .LIII.III IIIIIIl� 0i II 11111111 . 3 11 \1 SYMBOL LEGEND: • EXIST. DEMISING WALL FULL HEIGHT TO BOTTOM OF PLYWOOD SHEATHING AND — HAS 5/8" GWB ON EACH SIDE, FULL HT. COMMON PATH OF TRAVEL — 4EXIST . PER 2014 OSSC 508.3.5, NO FIRE SEPARATION X S ii IIS REQUIRED BETWEEN RETAIL GROUP M ANDrail X I TENANT FITNESS GROUP A3, SEE COVER SHEET INFORMATION EXIT SPACE ARE ALL AREAS !< 5 FEETTHEWFROM THE ❑p COMMON PATH OF TRAVEL p p p 1 EXIT I INTERNALLY ILLUM. EXIT SIGN < 5WATTS D I �O, GREEN W/ BATTERY BACK UP, 90 MIN a FIRE EXTINGUISHER 2A:20-B:C RATING 11�� WITH BRACKET MTD TO STL COL. @ IL-I'� SEE REFL CLG PLAN FOR MEANS OF EGRESS LIGHTING AND EMERGENCY LIGHTING REQUIREMENTS Cl 1OVERALL EXISTING FLOOR PLAN - EXIT PLAN SCALE: 1/32"= 1'-0" C C k. 1 w o_ x 0 ,_ I- ci 2 N co 93 D Q y Z O S >• 61 7 5 16 nut ,i O Z B B Drawn Checked Approved HGK Project No. 18-6323 — Title A A Sheet No. A002 1 1 2 I 3 I 4 1 5 I 6 I 7 I 8 1 9 1 10 I 11 I 12 1 13 I 14 I 15 I 16 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 1) SCOPE OF WORK 4) INTERPRETATION OF DRAWINGS AND DOCUMENTS: F. PROTECTION OF EXISTING WORK - ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED C. WHEREVER WORDS 'APPROVED BY', "SATISFACTORY TON, "SUBMITTED TO", 'INSPECTED BY, OR SIMILAR PHRASES A. THE GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED AND SHALL A. IF THE BIDDER IS IN DOUBT AS TO THE TRUE MEANING OF ANY PART OF THE CONTRACT DOCUMENTS OR FINDS AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. ARE USED IN THESE DOCUMENTS, THEY SHALL BE UNDERSTOOD TO MEAN THAT THE MATERIAL OR ITEM REFERRED TO ALSO PAY FEES REQUIRED FOR THE GENERAL CONSTRUCTIONS, PLUMBING. ELECTRICAL AND HVAC. ERRORS, DISCREPANCIES OR OMISSIONS IN THEM, THEY SHALL AT ONCE REQUEST INTERPRETATION OR CORRECTION SHALL BE APPROVED BY, BE SATISFACTORY TO, SUBMITTED TO, OR INSPECTED BY, CONSTRUCTION MANAGER. THEREOF BY THE ARCHITECT OR CONSTRUCTION MANAGER. G. PROTECTION ADJACENT PROPERTY - CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR ADJACENT CU V n B. SCHEDULE WORK WITH RITE AID AND LANDLORD AS NECESSARY. PROPERTY AND LATERAL SUPPORT THEREOF. D. ALL EQUIPMENT AND ALL PRODUCTS PURCHASED TO BE REVIEWED BY THE CONTRACTOR AND ALL APPUCABLE co "' B. THE ARCHITECT OR CONSTRUCTION MANAGER WILL PROMPTLY CLARIFY THE AREA IN QUESTION AND ISSUE WRITTEN SUBCONTRACTORS FOR ANY CONDITION REQUIRED PER MANUFACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL L N N M C. CONTRACTOR IS FULLY RESPONSIBLE FOR THE PROJECT SCHEDULE AND ALL MATERIALS AND WORK CONNECTED INSTRUCTIONS TO ALL PROSPECTIVE BIDDERS. VERBAL INSTRUCTIONS OR INTERPRETATIONS WILL HAVE NO VALIDITY H. ACCEPTANCE OF WORK AND EXISTING CONDITIONS - APPUCATIONS OF MATERIALS TO SURFACES EXISTING OR SUPPLY THESE ITEMS AT NO COST TO OWNER OR ARCHITECT. M = d N NE THEREWITH UNTIL THE OWNER HAS ACCEPTED THE COMPLETED PROJECT IN WRITING. THE CONTRACTOR SHALL REGARDLESS OF THE SOURCE. PROVIDED SHALL IMPLY ACCEPTANCE AND SUITABIUTY OF EXISTING CONDITIONS. CONTRACTOR SHALL REPLACE AT HIS N N3 REPLACE OR REPAIR AT HIS OWN EXPENSE ANY MATERIALS OR WORK DAMAGED OR STOLEN, REGARDLESS OF COST AND EXPENSE ANY WORK THAT IS APPLIED TO IRREGULAR OR NON-CONFORMING SURFACES. 17) FINAL CLEANING: E a X WHETHER HE HAS RECEIVED PAYMENT FOR THE WORK OR MATERIALS FROM THE RITE AID CORPORATION. C. REQUEST FOR SUCH CLARIFICATION MUST BE IN THE OFFICE OF CONSTRUCTION MANAGER A MINIMUM OF FIVE (5) A. CONTRACTOR SHALL, AT COMPLETION OF WORK, REMOVE ALL CONSTRUCTION RELATED RUBBISH FROM UNDER AND w I.- u E DAYS BEFORE BID OPENING. I. CONTRACTOR IS RESPONSIBLE FOR OVERSEEING ALL ASPECTS OF SUBCONTRACTOR'S WORK. ABOUT THE BUILDING, ALL HIS TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS SHALL BE REMOVED. THE CONTRACTOR -- 0 Y D. UNLESS OTHERWISE PROVIDED, CONTRACTOR SHALL PROVIDE AT HIS EXPENSE ALL MATERIALS, LABOR, EQUIPMENT, SHALL LEAVE THE AREAS OF THE BUILDING WHERE CONSTRUCTION RELATED ACTIVITIES OCCURRED CLEAN AND 0 t 8) SECURITY: TOOLS, TRANSPORTATION AND UTIUTIES INCLUDING COST OF CONNECTION NECESSARY FOR SUCCESSFUL D. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A CURRENT SET OF DRAWINGS ON SITE AT ALL TIMES AND TO INSURE CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING AND CONTENTS WHILE WORK IS BEING DONE AND FOR HABITABLE. ALL SURFACES SHALL BE WIPED CLEAN OF DUST AND ALL WINDOWS CLEANED. }, -' COMPLETION OF THE PROJECT. THE DISTRIBUTION OF NEW DRAWINGS TO SUBCONTRACTORS AND OTHER RELEVANT PARTIES AS SOON AS THEY ARE A.SECURING BUILDING WHEN WORK IS FINISHED FOR DAY. MADE AVAILABLE. ALL OLD DRAWINGS ARE TO BE MARKED VOID, REMOVED FROM THE SITE AND RENDERED USELESS. B. IF CONTRACTOR FAILS TO CLEAN UP, RITE AID MAY DO SO AND THE COST THEREOF WILL BE CHARGED TO THE — • s w E. CONTRACTOR SHALL INSTALL CERTAIN ITEMS AS SPECIFIED TO BE FURNISHED BY THE RITE AID CORPORATION, OR B. GENERAL CONTRACTOR (GC) & ALL SUB-CONTRACTORS SHALL WEAR IDENTIFICATION TAGS WITH FULL NAME AND CONTRACTOR. 0 0 SHALL RECEIVE AND STORE IN SAFE CONDITION CERTAIN OTHER ITEMS WHICH WILL BE PURCHASED DIRECT BY RITE E. CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT A COPY TO THE ARCHITECT FOR HIS RECORD. THE COMPANY THEY WORK FOR AND SHALL BE VISIBLE ON EACH CREW MEMBER WORKING. G.C. SHALL BE w AID CORPORATION. RESPONSIBLE FOR COORDINATING THIS WITH ALL THEIR SUBS. 18) FINAL INSPECTIONS & ACCEPTANCE: I < a) F. THE CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS BUILT OR INSTALLED TO BE TRUE AND PLUMB. 9) CUTTING AND PATCHING: A. SUBSTANTIAL COMPLETION INSPECTION ' co Q F. CONTRACTOR TO REVIEW ALL DRAWINGS AND SPECIFICATIONS IN SET. PROVIDE SHOP DRAWINGS AS REQUIRED. A. CONTRACTOR SHALL COORDINATE ALL CUTTING, FITTING AND PATCHING OF WORK THAT MAY BE REQUIRED TO 1. PUNCH UST SHALL BE 100% COMPLETE WITHIN (1) WEEK OF STORE OPENING. o °' G. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, CONDUITS & U11UTY LOCATIONS, PRIOR TO MAKE THE SEVERAL PARTS OF THE WORK COME TOGETHER PROPERLY AND AT IT TO RECEIVE OR TO BE RECEIVED BY .� o L G. CONTRACTOR SHALL SUPPLY ALL SUBCONTRACTORS WITH A FULL SET OF CONSTRUCTION DOCUMENTS INCLUDING FABRICATION AND INSTALLATION OF MATERIALS. NOTIFY RITE AID/ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. OTHER PORTIONS OF HIS OWN WORK OR THAT OF SUBCONTRACTORS OR INSTAWNG MATERIAL AS SHOWN OR 2. CONSTRUCTION MANAGER WILL CONDUCT PUNCH UST INSPECTION IN PRESENCE OF CONTRACTOR'S DESIGNATEDo th ALL ADDENDUMS. ALL ADDITIONAL DOCUMENTS REQUIRED FOR PERMITS ARE TO BE SUPPLIED BY THE REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS FOR A COMPLETED STRUCTURE. CONTRACTOR SHALL ALSO MAKE REPRESENTATIVE. A LIST OF ITEMS TO BE CORRECTED BY THE CONTRACTOR WILL BE FURNISHED WITHIN TWO DAYS. L v F, CONTRACTOR. H. DRAWINGS INDICATE THE MINIMUM STANDARDS BUT IF WORK SHOULD BE INDICATED TO BE SUBSTANDARD TO ANY OR HAVE MADE PROPER AND SUFFICIENT REPAIR AND CLOSURE AS DIRECTED BY CONSTRUCTION MANAGER. S J g ORDINANCES, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK, THE CONTRACTOR SHALL INCLUDE RULES 3. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IN WRITING WHEN ITEMS HAVE BEEN CORRECTED. UPON m° N S H .CONTRACTOR TO PROVIDE A COMPLETE BUILDING WITH ALL FINISHES AND ELECTRICAL COMPONENTS AS SHOWN OR AND REGULATIONS WITH NO INCREASE IN COST. 10 CONTRACTOR QUALITY CONTROL: CONSTRUCTION MANAGER'S VERIFICATION OF CORRECTION OF ITEMS, CONSTRUCTION MANAGER WILL ARRANGE A FINAL INDICATED ON DRAWINGS. CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON DRAWINGS AND WRITTEN ) o $ a SPECIFICATIONS. I. MATERIAL QUALITY ACCEPTANCE MEETING TO INCLUDE USER REPRESENTATIVES. CONSTRUCTION MANAGER WILL ALSO NOTIFY CONTRACTOR � a = I. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING AND FASTENERS, INCLUDING ALL BLOCKING FOR 1. MATERIALS INCORPORATED INTO PROJECT SHALL BE NEW, EXCEPT AS OTHERWISE INDICATED IN CONTRACT AND USER REPRESENTATIVES IN WRITING OF TIME AND PLACE OF INSPECTION. I. THERE ARE TO BE NO CHANGES IN THE FOLLOWING SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS UNLESS GRAB BARS, SHELVES, AND ANY AND ALL OTHER WALL OR CEILING MOUNTED ITEMS. DOCUMENTS AND OF SPECIFIED PRODUCTS. APPROVED IN WRITING BY RITE AID CORPORATION. B. ANAL ACCEPTANCE MEETING — J. LOCATION OF EQUIPMENT, AND WORK SUPPUED BY OTHERS THAT IS DIAGRAMMATICALLY INDICATED ON THESE 2. CONTRACTOR SHALL FURNISH EVIDENCE OF THE QUAUTY OF MATERIALS INCORPORATED INTO THE PROJECT AT 1. WHEN ALL ITEMS HAVE BEEN CORRECTED, CONSTRUCTION MANAGER WILL ISSUE A LETTER TO RITE AID J. CHANGES AS STATED ABOVE WOULD INCLUDE ANY VARIATION OF MATERIALS, PRODUCTS, MANUFACTURERS, OR DRAWINGS SHALL BE DETERMINED BY THE G.C. THE GENERAL CONTRACTOR SHALL DETERMINE LOCATIONS AND THE REQUEST OF THE CONSTRUCTION MANAGER. AUTHORIZING FINAL PAYMENT. CONSTRUCTION SHOWN, IMPLIED OR WRITTEN IN THIS CONSTRUCTION DOCUMENTS SET. DIMENSIONS SUBJECT TO STRUCTURAL CONDITIONS AND WORK OF THE OTHER SUBCONTRACTORS. K. GENERAL CONTRACTOR TO FURNISH SUBCONTRACTORS AND RELATED PARTIES WITH COMPLETE SET OF DRAWINGS. 3. MATERIAL NOT MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL BE REMOVED FROM THE 2. IF ALL ITEMS HAVE NOT BEEN CORRECTED AS AGREED, RITE AID MAY ELECT TO COMPLETE THE WORK AND THE K. CONSTRUCTION TO BE INSTALLED LEVEL, PLUMB, TRUE AND WITHIN THE TOLERANCES SET FORTH IN THE PROJECT AND REPLACED WITH MATERIALS MEETING THE CONTRACT DOCUMENT REQUIREMENTS BY CONTRACTOR WITH COST THEREOF WILL BE CHARGED TO THE CONTRACTOR. NO PARTIAL SET OR SHEETS REMOVED FROM SET WILL BE PERMITTED. APPROPRIATE SPECIFICATION SECTION. POORLY INSTALLED NONCOMPUANT WORK SHALL BE REMOVED AND NO ADDITIONAL EXPENSE TO THE OWNER. REINSTALLED WITH OUT A BURDEN ON RITE AID. C. GENERAL CONTRACTOR TO FURNISH "AS BUILT' SET OF DRAWINGS TO OWNER UPON COMPLETION OF BUILD-OUT. AT K L GENERAL CONTRACTOR SHALL FURNISH ALL MATERIAL LABOR AND EQUIPMENT TO COMPLETE ALL WORK AND K FURNISH A COMPLETED JOB ALL IN ACCORDANCE WITH LOCAL AND STATE GOVERNING AUTHORITIES AND OTHER B. ASBESTOS: `4C 1. NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY FOR INSTRUCTIONS IF: �f�. IINURA � AUTHORITIES HAVING LAWFUL JURISDICTION OVER THE WORK. 5) RESPONSIBILITY FOR ACTS & OMISSIONS a. MATERIALS CONTAINING ASBESTOS ARE BROUGHT TO THE SITE FOR INCLUSION INTO THE WORK. 19) SUBMITTALS: HOWARD c A. CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO OWNER/ TENET FOR ACTS AND/OR OMISSIONS OF HIS b. ASBESTOS MATERIALS ARE ENCOUNTERED IN ANY EXISTING STRUCTURES UPON WHICH WORK IS BE PERFORMED. A. CONTRACTOR TO SUBMIT PLUMBING AND ELECTRICAL FIXTURE CUTS TO CONSTRUCTION MANAGER FOR APPROVAL 2) DEFINITIONS: SUBCONTRACTORS AND THEIR MATERIAL, MEN AND OF PERSONS EITHER DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. c. DO NOT INSTALL OR REMOVE ANY ASBESTOS CONTAINING MATERIALS. PRIOR TO INSTALLATION. i►] A. RITE AID - THE CORPORATE ENTITY OF RITE AID CORPORATION. 11) CONSTRUCTION AIDS: B. SUBMIT SHOP DRAWING TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 15-2019 _ B. CONSTRUCTION MANAGER - RITE AID DESIGNATED REPRESENTATIVE IDENTIFIED IN CONTRACT DOCUMENTS. 6) PERMITS AND REGULATIONS: A. CONTRACTOR AND HIS SUBCONTRACTORS SHALL FURNISH AND MAINTAIN ALL EQUIPMENT AS REQUIRED FOR — x,g crox�� A. PERMITS: PROPER EXECUTION OF WORK. C. CONTRACTOR TO PROVIDE MECHANICAL, PLUMBING AND ELECTRICAL RECORD DRAWINGS AND OPERATING MANUALS C. CONTRACTOR - THE CONTRACTOR IS THE PERSON OR ORGANIZATION IDENTIFIED AS SUCH IN THE AGREEMENT. 1. CONTRACTOR SHALL AT HIS OWN EXPENSE AND COST OBTAIN AND PROVIDE NECESSARY PERMITS, LICENSES, TO RITE AID WITHIN TWO WEEKS OF SUBSTANTIAL COMPLETION. �1' FEES AND BONDS NECESSARY FOR COMPLETION OF THIS WORK UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION B. ALL APPARATUS, EQUIPMENT AND CONSTRUCTION SHALL MEET ALL REQUIREMENTS OF THE LABOR LAW, SAFETY O Qg REGULATIONS AND OTHER STATE AND LOCAL LAWS APPUCABLE THERETO D. SUBCONTRACTOR - THE PERSON, FIRM OR CORPORATION SUPPLYING DIRECT OR INDIRECT LABOR AND/OR MANAGER. . 20) WARRANTIES & BONDS: MATERIALS AT THE SITE OF THE PROJECT AND UNDER SEPARATE CONTRACT OR AGREEMENT WITH THE CONTRACTOR. 2. CONTRACTOR SHALL SECURE CERTIFICATES OF INSPECTION AND OF OCCUPANCY THAT MAY BE REQUIRED BY C. CONTRACTOR SHALL PAY FOR FOR ALL TEMPORARY UTIUTIES, INCLUDING TELEPHONE AND FAX, USED DURING A. CONTRACTOR SHALL SECURE AND DELIVER ALL GUARANTEES AND WARRANTIES PROPERLY ADDRESSED AND SIGNED AUTHORITIES HAVING JURISDICTION OVER THE WORK. CONTRACTOR SHALL DELIVER THESE CERTIFICATES TO THE CONSTRUCTION PERIOD UNTIL SUCH TIME THAT RITE AID TAKES OCCUPANCY. AND IN FAVOR OF OWNER/TENANT, WITHIN TWO WEEKS OF SUBSTANTIAL COMPLETION. E. THE WORK - THE WORK INCLUDES ALL LABOR NECESSARY TO PRODUCE THE CONSTRUCTION REQUIRED BY THE CONSTRUCTION MANAGER PRIOR TO SUBSTANTIAL COMPLETION. J CONTRACT DOCUMENTS AND ALL MATERIALS AND EQUIPMENT INCORPORATED OR TO BE INCORPORATED IN SUCH B. DELIVERY OF GUARANTEES AND WARRANTEES SHALL NOT RELIEVE CONTRACTOR FROM ANY OBLIGATION ASSUMED J COD. CONTRACTOR SHALL COORDINATE ALL PICKUPS & DROP OFFS FOR ALL GARBAGE DUMPSTERS AND RECEPTACLES CONSTRUCTION. B. REGULATIONS: AND TOILET FACILITIES AS REQUIRED. GARBAGE DUMPSTERS PROVIDED BY RITE AID. UNDER ANY OTHER PROVISIONS OF HIS CONTRACT. 1. CONTRACTOR AND OTHERS WORKING UNDER HIS JURISDICTION SHALL PERFORM ALL WORK IN COMPLIANCE WITH J 3) REQUIREMENTS BEFORE SUBMITTING BIDS: LAWS, REGULATIONS AND ORDINANCES OF ANY KIND REQUIRED BY GOVERNMENTAL AUTHORITIES AND OTHER AGENCIES C. NOTHING IN THIS SECTION INTENDS OR IMPLIES THAT GUARANTEES AND WARRANTEES SHALL APPLY TO WORK A. THE SITE AND ANY BUILDING LOCATED THEREON SHALL BE THOROUGHLY EXAMINED IN RELATION TO CONDITIONS HAVING JURISDICTION OVER THIS WORK. 12) BARRIERS & ENCLOSURES: ABUSED OR NEGLECTED BY OWNER. C.) WHICH MIGHT DIRECTLY EFFECT THE CONTRACT WORK. THE BID SUM SHALL REFLECT ALL SUCH EFFECTING CONDITIONS. 2. IF THE CONTRACTOR OBSERVES THAT THE CONTRACT DOCUMENTS ARE IN VARIANCE WITH ANY LAWS, A. TEMPORARY ENCLOSURES - CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER TIGHT ENCLOSURES FOR ALL BIDDERS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS WHICH MAY AFFECT THE WORK. REGULATIONS OR ORDINANCES, HE SHALL NOTIFY THE ARCHITECT AND SHALL NOT PROCEED UNLESS NECESSARY EXTERIOR OPENINGS AS SOON AS WALLS AND ROOF ARE BUILT SO AS TO PROTECT ALL WORK FROM WEATHER. 21) NON-COMBUSTIBLE ITEMS CHANGES REQUIRED FOR COMPLIANCE WITH SAID LAWS, REGULATIONS OR ORDINANCES HAVE BEEN MADE. CONTRACTOR 13) TEMPORARY CONTROLS: A. CONTRACTOR SHALL VERIFY CONSTRUCTION TYPE OF EXISTING SHELL SPACE. IF EXISTING CONSTRUCTION TYPE IS — LL, +� B. CONTRACTOR TO VERIFY THAT ALL UTILITIES REQUIRED FOR COMPLETION AND FULL OPERATION OF WORK WILL BE SHALL BE FULLY RESPONSIBLE FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO SAID LAWS, REGULATIONS AND A. CONSTRUCTION CLEANING NON-COMBUSTIBLE ALL BLOCKING & WOOD ITEMS SHALL BE NON-COMBUSTIBLE AS ALLOWED BY CODE. NJ. AVAILABLE AT THE TIME OF COMPLETION. ORDINANCES AND SHALL FULLY INDEMNIFY OWNER AGAINST LOSS AND BEAR ALL COST AND PENALTIES ARISING 1. CONTRACTOR SHALL KEEP PREMISES BROOM CLEAN DURING THE PROGRESS OF WORK. , _ d C .DRAWINGS DO NOT TAKE PRECEDENCE OVER SPECIFICATIONS. ANY CONFLICTS BETWEEN OR WITHIN THE THEREFROM. 2. REMOVE WASTE MATERIAL AND RUBBISH CAUSED BY EMPLOYEES, SUBCONTRACTORS AND TRADES 22) CARPET SEAMS W . DRAWING AND SPECIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE RCM AND a. PROVIDE ADEQUATE WASTE RECEPTACLES AND DISPOSE OF MATERIALS WHEN FULL. A. THE CARPET VENDOR SHALL COORDINATE DIRECTION OF CARPET SEAMS WITH RITE AID'S CONSTRUCTION MANAGER CO a� N ARCHITECT. UNLESS DIRECTED OTHERWISE THE MOST STRINGENT CONDITION SHALL APPLY. 7) JOB SITE ADMINISTRATION: b. PROPERLY STORE VOLATILE WASTE AND REMOVE DAILY. PRIOR TO BIDDING. NO ADDITIONAL MONEY SHALL BE PAID IF SEAM DIRECTION IS INCORRECT AND MUST BE CHANGED W ; L ti A. WORKMEN - CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPUNE AND GOOD ORDER AMONG HIS c. DO NOT BURN OR BURY WASTE. (IF COORDINATION HAS NOT OCCURRED). �+ H D. ANY CONTRADICTIONS BETWEEN SPECIFICATION SHEETS AND CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE WORKMEN AND SHALL NOT EMPLOY ON THE WORK ANY UNFIT PERSON OR ANYONE NOT SKILLED IN THE WORK d. DO NOT DEPOSIT WASTE INTO STORM DRAINS, SANITARY SEWERS, STREAMS OR WATERWAYS. H re 0 U) ATTENTION OF THE ARCHITECT AND RITE AID CONSTRUCTION MANAGER FOR VERIFICATION. ASSIGNED TO THEM. e. DISPOSE OF WASTE IN ACCORDANCE WITH APPLICABLE LAWS. 23) EXISTING ITEMS & EQUIPMENT CO Q B. BRACING, SHORING & SHEATHING - CONTRACTOR SHALL DESIGN, FURNISH AND INSTALL ALL SHORING, BRACING A. THE CONTRACTOR SHALL INCLUDE MONEY IN BID TO CLEAN, REPAIR AND REPLACE IF NECESSARY ALL EXISTING ,� O E. ANY AND ALL ERRORS, DISCREPANCIES AND "MISSED' ITEMS ARE TO BE BROUGHT TO THE ATTENTION OF THE 14) DEUVERY, STORAGE & HANDUNG: ITEMS/EQUIPMENT TO REMAIN AND BE REUSED. THESE ITEMS/EQUIPMENT MAY INCLUDE, BUT NOT BE LIMITED TO, AND SHEATHING AS REQUIRED FOR SAFETY AND FOR PROPER EXECUTION OF THE WORK AND HAVE SAME REMOVED IF73 ARCHITECT DURING THE BIDDING PROCESS BY THE CONTRACTOR. ALL THESE ITEMS ARE TO BE INCLUDED IN BID. NO A. THE CONTRACTOR SHALL CONFINE APPARATUS, STORAGE OF MATERIALS AND OPERATIONS OF HIS WORKMEN TO EXISTING LIGHT FIXTURES (INTERIOR AND EXTERIOR), EXISTING EXIT OR EGRESS LIGHTS, EXISTING MECHANICAL UNITS, ccCC "EXTRA" WILL BE ALLOWED FOR MISSED ITEMS. REQUIRED WHEN WORK IS COMPLETED. UMITS INDICATED BY LAW, ORDINANCES, AND PERMITS AND SHALL ARRANGE AND MAINTAIN PARKING OF VEHICLES EXISTING ELECTRICAL SERVICE, ETC. CONTRACTOR IS TO COORDINATE WITH RITE AID CONSTRUCTION MANAGER TO '~ CciE AND STORAGE OF MATERIALS IN AN ORDERLY MANNER LEAVING ALL WALKS, DRIVEWAYS, ROADS AND ENTRANCES IDENTIFY EXISTING ITEMS/EQUIPMENT TO BE REUSED, THEN IT IS THE CONTRACTOR'S RESPONSIBIUTY TO INSPECT AND W = 2) F. GENERAL CONTRACTOR TO REVIEW ALL DRAWINGS IN SET. C. GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ON-SITE SAFETY FROM THE TIME JOB IS AWARDED UNTIL UNEMCUMBERED. EVALUATE ALL SAID ITEMS/EQUIPMENT IN THE FIELD PRIOR TO SUBMISSION OF BID. COC‘S I'-- - ALL WORK IS COMPLETED AND ACCEPTED BY THE OWNER. / ) _ 15) INSTALLATION STANDARDS: G. GENERAL CONTRACTOR TO PROVIDE A COMPLETE BUILD-OUT WITH ALL FINISHES, MECHANICAL AND ELECTRICAL D. PROTECTION OF PERSONS - CONTRACTOR SHALL PROVIDE INSTALLATION AND MAINTENANCE OF NECESSARY25) OWNER GENERATED DRAWINGS �" COMPONENTS AS SHOWN OR INDICATED ON DRAWINGS. GENERAL CONTRACTOR TO PROVIDE ALL ITEMS SHOWN ON PRECAUTIONS TO PROTECT ALL PERSONS ON THE SITE, INCLUDING MEMBERS OF THE GENERAL PUBLIC, FROM INJURY A. FOLLOW MANUFACTURER'S DIRECTIONS UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS. A. OWNER GENERATED DRAWINGS ARE NOT THE RESPONSIBIUTY OF STAMPFL HARTKE ASSOCIATES, LLC. ALL -.I 'C` DRAWINGS AND WRITTEN IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. OR HARM. 16) PRODUCT SUBSTITUTIONS: CONSTRUCTION WORK (EXCEPT FINISHES, FIXTURES AND CASEWORK) SHALL BE PER THE ARCHITECTURAL DRAWINGS Ce CO A.. USE ONLY PRODUCTS FROM A SINGLE MANUFACTURER FOR ONE USE. AND SPECIFICATIONS UNLESS OTHERWISE NOTED. ALL FINISHES, FIXTURES, AND CASEWORK, SHALL BE PER THE FINISH H. ALL ITEMS SHOWN ON DRAWINGS ARE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR UNLESS DRAWINGS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LU N SPECIFICALLY NOTED OTHERWISE. E. PROTECTION AGAINST WEATHER - CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. AT THE END OF B. WHEREVER A PRODUCT OR CLASS OF MATERIAL IS SPECIFIED EXCLUSIVELY BY TRADE NAME, NAME OF MAKER, OR COORDINATING THE ARCHITECTURAL DRAWINGS, SPECIFICATIONS, FIXTURE PLANS, AND FINISH PLANS. THE CO G THE DAYS WORK, ALL NEW WORK LIKELY TO BE DAMAGED SHALL BE COVERED. BY CATALOG REFERENCE, USE ONLY SUCH A SPECIFIED PRODUCT. PRODUCTS AND MATERIALS NOT SPECIFIED IN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND RITE AID CONSTRUCTION MANAGER IN WRITING IMMEDIATELY OF ANY G 2 CONTRACT DOCUMENTS AND INSTALLED IN THE WORK SHALL BE REMOVED AND REPLACED WITH SPECIFIED PRODUCTS DISCREPANCIES. AND MATERIALS AT NO ADDITIONAL COST TO OWNER AND FOR NO ADDITIONAL TIME ADDED TO CONTRACT. G1 GENERAL NOTES NONE SHEET NOTES ® 0 ®z F F 0 II4 F-- < IMMI a- - __ glik0 E E OD ..... _ . P-n-11 raiIl Mn0 � Mil l Pul ravg GENERAL NOTES A. G.G. SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. C B. G.C. IS RESPONSIBLE FOR NOTIFYING ARCHITECT IF ANY c DISCREPANCIES ARE FOUND WITH EXISTING CONDITIONS 2 AND PLAN. a cc 0 U- 1- c m o a LEGEND Z • 0 N m O ci z B B Drawn Checked Approved HGK Project No. 18-6323 Title GENERAL NOTES A A Sheet No. A-003 I 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 15 I 16 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 - CQ o 2 15 co co 0 L _.I N N M M 7 a . cusl, E ID . (7> x �. ALL _ U rn L J_ .-- Q M • V LLl • L W = Q > co _i-1 r 5.0 0 li III (002) 10 fl fl I7 IIII III III n (001) s L N N N N H N N = \ L �' . _ III III III III III III In (003) 033 N N N N H N H (004) TI�V�I 0:1. N III (007) III III III III (007) III Ill — a ° ce N N H H H N H (005) - III III IIIIII III III III — N H u u u u u (008) ul ul H N III III K N N K „ASOSD4re` � III III N N acs HO1fARD G. >�. f ,,d-,.,, 3 III Ill -• — - -N N - • -. - - - 4.0 — 15-2019 N. WASHINGTON 3658 Q IH (007) Ir ��L*' OF pg III III U U J J in J V (008) I-- "a W 4.1M co cu N W > - N- H (006) H Cn L. Q = IX CD ._ O a 15 W CO Ia I-rn - F'Ce Co -- W N CO l G (002) G E (003) (003) (003) (003) (003) (004 (004) (004) (004) (004) 3[A.1 — Ill Ill l Ill l I III Ill ill III III (005) el - _.H N -N N -H — 2.0 -z II Ill III III Ill F U U u U F 1- 4 III Q (008) N L!11c1:::: III O N 11 °� III (007) ®O N cgs III N ED E III E H III N III _ 1u _ 0 \,,,...:--a. --. .. .q p q 11_4_ (005) 11-n-r1 rail --, 0 yarn p .il CD - D D M WillM E- -� PROJECT NORTH — C9 I DEMOLITION PLAN SCALE: 1/8-=1=-0r c DEMOLITION NOTES: c F- 2 (o01) SAWCUT EXIST.CMU WALL AS REQ'D TO INSERT NEW a re STEEL WALUHEADER SUPPORT REFER TO DETAIL ON ° A2 2 d m (002) REMOVE EXIST.DOOR AND FRAME, DISCUSS WITH — REG.CONST.MGR.IF IT SHOULD BE SAVED z 0 N REMOVE EXIST.LIGHT FIXTURES SHOWN DASHED > 7) (003) THAT CONFLICT WITH NEW WALL INSTALLATION LU 0 a z ALL CEILING GRIDS AND ACOUSTICAL PANELS TO B B REMAIN. DISCUSS WITH REG.CONST.MGR.THE Drawn (004) BUDGET NUMBER OF CEILING TILES TO Checked REPLACE FOR THOSE THAT ARE STAINED,CRACKED Approved OR IN DISSREPAIR HGK Project No. 18-6323 EXIST.EXIT DOOR TO REMAIN _ Title (005) EXIST.FLOOR TO REMAIN (006) PRIOR TO DEMOLITION,GENERAL CONTRACTOR SHALL TURN OFF POWER TO SUBJECT AREAS OF WORK A REMOVE EXIST.CEILING TILES,GRID TO REMAIN A (007) OFFICE,TREATMENT,JANITOR,MEN,WOMEN,BREAK Sheet No. AND EXERCISE 111,SEE SECTIONS (008) EXIST.LIGHT&AC PNL CEILING GRIDPTILES TO REMAIN /•\0 04 1 1 2 I 3 I 4 I 5 I 6 I 7 I 8 9 I 10 I 11 I 12 I 13 I 14 I 15 I 16 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 10 I 11 I 12 I 13 1 14 I 15 I 16 EPDXY COATING TO 48' HT U c PARTTION & WALL BEHIND J C'-ui GWB WITH ENAMEL PAINT FINISH 24"X36" MIRROR , MTh PARTITION ^ MIL SILIDS AT WILL DOST.OPENING O STH NHH METAL PARTLY ONS, BRADLEY OR �"'U) ON so4 HT ��E J N cv E M EXPDXY WAINSCOT 5� N rnm E.� 9cE M !;4; N IN 2 S ES HT STAINLESS Sit_ 'Lel O _ _ EQUAL PER OWNER ,2-P 6 ,� it °�" I. 11-5 „'-r a v @ / SOAP DISPENSER - ,ii 5,a ~ ` E / I I GRAB BARS SHOWER TILE ON \J>< _ '' t ^ F i : �� Eo� _In_ .t2 47� @ U _,__ / TOILET PAPER DISPENSER SINK WITH LEVER Gn,I�� ALL THREE WALLS .— O 11 .1. ....r.1 \ r`i I ro :: ® I. U -alHANDLE FAUCET , L / I �` TYP OF 2 U MOSAIC TILE ON AES€ 1 `\o I ,� l\ I I;: 1, a SHOWER FLOOR TREATMENT arr -� «: a I TOILET WITH FLUSH ON AISLE SIDE 0 �i O a„ -„H,,,,, _ • I I \ C 3.i .. 1° C +. I . . SLOPED TO DRAIN I 105 I 4_� 6 ; r SEE DET A ON Cl/A102 u� BftEAKROOM H H , w P- VrY'• FOR NEW CMU OPENING Tn I \ I o PLASTIC LAM COVERED ` \-,/ \� :'?' ..e, !Toy I •"" � `TA ET e. # �� U w I 6” COVED BASE e PLWD VANITY _ / 4 J TaPA _5+D L 11 cn r--i'� -Z .�' 6” HT COVED BASI Li- co V = © © �, - 0 = s�o` �:a ��.� TREADMILLS = Q v URINAL �,�, ,,�,,," p n o C ' o p N : o - it L SAWCUT EXIST. CONI 1Qii °�" o rn SLAB SLOPE FLOOR TO F �t L ;� L DRAIN, INSTALL NEW 2X2" ® 1I m MOSAIC FLOOR TILE 1' ��� May H'iA�z Q ao ERE ��-�• 0 8 N MEN'S 109 EAST MEN'S 109 SOUTH MEN'S 109 NORTH I 1041 r-n• o 0 Q) LL ............... - _ J1 .._ I it ! ... . a' 11 OFFICE I GC SHALL PROVIDE AN ACCESSIBLE oD — I 503 g N,/A 0z 4.4 ELECTRIC WATER COOLER WITH BOTTLE A HEAVY BAGS SPEED BAGS K ep 4RC' K FILLING STATION W/ SINGLE EZ COOLER PAPER TOWEL MODELS ELKAY EZS8WS & EZ9SDWS BOTTLE FILLING 15"MI J DISPENSER 0 _ ? — • �f� STATION ABOVE �' / CC SHALL VERIFY MODELS SHOWN PROVIDE / MIRROR I I ——7 C HOWARD C. �vHa THE MINIMUM AND MAXIMUM DIMENSION I I I ‘1111` \ J 1r�' / DRINKING REQUIRED FOR ACCESSIBILITY SINK '"'• ,``j SPIGOT- 5"MAX = GFCI GFCI FAUCET 6'-� 411V1/ 1 WASHINGTON r 4.4 'IN, we.�rcmx,� N, B 0 4.8> _ '� ` i 9868 Q r I53 - i cFa i _ J _ _ tr 1:?) Q�(",� 4 II a s SINK0 ill * 1 j x 0 \_ "'\ I ~ LOUNGE AREA 1- 102 EXERCISE RELAXATION .1 ' CCI • 44/ACCESSIBLE DRINKING FOUNTAIN MENS 109 WEST BREAK RM 107 EAST �s 110 112 •.a s. . •• U : i- .... . mp 1•\ 44., \o, : _ _ ,._, _, . - — — 3.0 W wHEAVY BAGS wco m RI W > 4-0 H 15 - 16 ,. 27 max H Ce G co w 380-465 \ x 685 I (I) 0 1 E 2 16.mi WEIGHTS E 405 % W = i , a 6 mix ,,, / 150 back wall tz — CO C c — back wall co cn W CO t„ c co - W CI xen v. W N .4 a4z....,_ tti cE 4.° MiO I Q CENTER NEW 6"STUD WALL G - wall a WITH EXIST. STEEL COLUMN 9 G E E ..._1 ., WEIGHTS 21/2 MaX t+3 64Wi FSeat With Seat — — + ... •....••.•....•.......•.................,,,:,,,, _. _ a ..... . �..::::::: _ O FIG.608.4.2 FIG.610.3.1 FIG.608.3,2 STANDARD ROLL-IN-TYPE SHOWER — RECTANGULAR SHOWER COMPARTMENT SEAT GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS CONTROL AND HANDSHOWER LOCATION Go 1:3 ACCESSIBLE SHOWER PLAN, ELEVATION AND REQUIRED CLEARANCES 0EXERCISE ROOM NUN 0 F 8.-r 111F 41= RECEPTION .I Q , � TOP OF COUNTER SHALL BO 36" MAX F.F.F. ' LIIla 012 FOR ACCESSIBI_ITYRETAIL SIDE APPROAC i 101 0 II=1 El INTERIOR ELEVATIONS 12I 1 i 4 cg o SCALE 1/4"= 1',-0" ---' } • r-r E jr. I i I a 1.O E 7 r 38'-8" MIN /. •�; Y b. 9" MAX. 0 IA, o D 10 ''� 3'-a" ` -8' TOILET ROOM SDEC ECATONS - 3'-a" j 2'-2• 2-2 �. '' ITEM SPECIFICATION r n-ll D � - ' ' "�LA i = TOILET PAPER DISPENSER KIMBERLY CLARK IN-SIGHT NO. 08507 �'` \ • „:1 /, FRAMED MIRRORS BOBRICK B165 24"X36" D •SURFACE MOUNTED ['SURFACE MOUNTED ❑SURFACE MOUNTED ❑ SURFACE MOUNTED C RECESSED GRAB BARS B5806.99 X 42” TOILET TISSUE TOILET TISSUE SANITARY NAPKIN SANITARY NAPKIN TOILET--SEAT-COVER 85806.99 X 36" ii 11 DISPENSER DISPENSER DISPOSAL DISPOSAL DISPENSER & TOILET B5806.99 X 18" ___ (H.C. STALLS) (TYP. STALLS) (H.C. STALLS) (TYP. STALLS) TISSUE DISPENSERE— pRa,eT�,7T (H.C. STALLS) SOAP DISPENSER BOBRICK B-2111 u: TOILET SEAT DISPENSER: BOBRICK B221 SURFACE MOUNTED _s" PAPER TOWEL DISPENSER BOBRICK B262 SURFACE MOUNTED Cl 0 I PROPOSED FLOOR PLAN LSANITARY NAPKIN DISPENSER BOBRICK 8-270 STAINLESS STL —II - y r - �. INSULATE WASTE, COLD, HOT PROVIDE WHITE INSULATION BOOT OVER SCALE 1/8"= 1'-O" — J WASTE, COLD, HOT LINES T '� g •vi a az o ai TOILET AMERICAN STANARD-ACCESSIBLE TYPE M M s s L.) acs C o Q IN H.C. STALL 600S125-33 AT 24" OC WITH 5/8" GWB (MAX HT 22') FLOORING NOTES ELECTRICAL LEGEND C --- �------ URINAL AMERICAN STANDARD 6581.015.020 MAYBROOK VITREOUS CHINA 1.0 GPF URINAL WHITE EACH SIDE OF STUD FULL HT TO BOT. OF ❑RECESSED ❑RECESSED 'SURFACE MOUNTED :SURFACE MOUNTED [SURFACE MOUNTED ESURFAI INCLUDE FLUSH VALVE ASSEMBLY, FULLY OPERATIONAL URINAL <0, :..1 ��d.g:48:4 EXIST. AC. PNL CLG GRID OR GWB CLG. BRACE FROM PER OWNER'S SPEC€FIC REQUEST, THE FOLLOWING FLOOR a TOILET-SEAT-COVER TOILET-SEAT-COVER TOILET-SEAT-COVER PAPER TOWEL NAPKIN/TAMPON PAPER TOP OF GRID TO STRUCT. ABOVE WITH MATERIALS WILL BE USED. IT IS RECOMMENDED TO HAVE DUPLEX OUTLET o DISPENSER, SANITARY DISPENSER DISPENSER DISPENSER AND VENDOR DISPEN SINK AMERICAN STANDARD WHITE CHINA SINK, RONDALYN SELF-RIMMING SINK OR EQUAL 362S125-43 AT 6 OC ALT SIDES; BEND NAPKIN DISPOSAL & (TYP. STALLS) (H.C. STALLS) WASTE RECEPTACLEIN WALL COUNTS AS SUPPORT NOT-SLIP MATS OR FLOORING TYPES SUCH AS CERAMIC F LL TOILET TISSUE DISPENSER HOLES AT 4" OC TILE WITH ABRASIVE SURFACES IN WET AREAS OR AREAS 4PLEX OUTLET d (H.C. STALLS) EO . EO FAUCET DELTA FOUNDATIONS, 4"CENTERSET SINGLE HANDLE CHROME FACET NEW BAR a 1_ �,+p,+,+,p+,ppp+,p� 600S125-33 AT 24" OC WITH 5 8 GWB HT 22') NEAR THE FACILITY ENTRANCE TO MITIGATE AREAS SUBJECT -- GRAB 0 `� BAR FLOOR DRAINS JAY R. SMITH MEG CO BO6NB SQUARE BRASS FLOOR SINK O ROOM SIDE Of STUD FULL HT TO SOT. OF (MAX( TO SLIPPING BY CUSTOMERS. 1'-6". TOILET 3-4• L` \ PROTRUDING TOILET B V///////////A HEIGHT DIMENSION FROM FINISH rn • '-6" MIN. DISPENSER BELOW EQ ,, ❑ WITH P-TRAP PRIMER EXIST. AC. PNL CLG GRID. BRACE FROM X FLOOR TO CENTER OF ELECTRICAL a • r-a" FLusH CDNTRa ' ,� GRAB BAR :� TOP OF GRID TO STFUCT. ABOVE WITH ITEM. ALL ELECTRICAL ITEMS _a, oN OPEN DoE 36" MIN. _ PIPE SPECS COPPER HOT COLD WATER PIPING 362S125-43 AT 6 OC ALT SIDES; BEND w / WITH NO DIMENSION HEIGHT SHALL z OF TOILET IN WALL COUNTS AS SUPPORT �� d a BLACK ABS SEWER DRAIN, WASTE, VENT BE 15" ABOVE FINISH FLOOR PER Z i I / z'MIN „ r, 1 AIR GAP WITH 3625125-54 AT 16" OC (MAX HT 181-7") A.D.A. UNLESS OTHERWISE NOTED. B / . r �� FOLD UP BENCH BOBRICK FOLD UP BENCH SIZED TO MEET WIDTH OF SHOWER WITH 2" GAP ON EACH SIDE 0NEW SHEET VINYL FLOORING WITH GWB ON ROOM SIDE B i i I Drawn /� •I 101 �„ FOLD UP BENCH IN ROOM BOBRICK FOLD UP BENCH, 30" WIDE PHENOLIC MATERIAL SIM.TO BOBRICK B-5181 Drawn DEDICATED OUTLET U TOILET & GRAB BARS,3'-6"MAX ■ URINAL ❑ URINAL ■ COAT HOOK C: COAT HOOK ■S 3625125-54 AT 16" DC (MAX HT 18'-7") l � ) NEW VINYL PLANK FLOORING DED Approved H.C. HEIGHT TYP HEIGHT H.C. STALL TYP STALL V///////////.4 WITH GWB ON EACH SIDE TO BOT OF AC PNL GRID ��� _'�/� HGK ■ INDICATES APPLICABLE TO THIS PROJECT (DRAM COT, 0 OR BOT OF GWB CLG AT 9'-6" A.F.F, Project No. 19-6323 ` ) GYM FLOORING BY TENANT TELEPHONE/DATA OUTLET INFILL EXIST. DOOR OPENING WITH METAL STUDS " — O 4.#4•4y4,+yE AT 24" OC WITH 5/8" GWB FLUSH WITH EXIST. � Title ADJACENT SURFACES ( 4 J ENTRY & EXERCISE STUDIO FLOORING BY TENANT v/((////////a 2 3625125-54 AT 16" OC HT 18'-7") ALL LJJEXISTING FLOORING TO REMAIN. PATCH AND PREP FOR EO v///////////,A WITH GWB ON EACH SIDE TO (MAXBOT OF AC PNL GRID NEW FLOORING TO BE INSTALLED ON TOP. A OR BOT OF GWB CLG AT 9'-6" A.F.F. W/ 1" AIR GAP A Sheet No. EXIST. WALL TO REMAIN Al 1 ACCESSIBLE HEIGHTS A5 1 TOILET ROOM SPECIFICATIONS A10 WALL TYPES SCALE : NTS SCALE NTS SCALE 1/8" = t-0" Al 0 1 1 I 2 I 3 1 4 I 5 I 6 1 7 1 8 I 9 10 I 11 I 12 I 13 I 14 I 15 I 16 1 1 2 1 3 I 4 I5 1 6 7 1 8 I 9 I 10 11 I 12 1 13 1 14 I 15 I 16 DOO SC— EDJLE R00M vAT-SIAL & Ell` SH SC—EDJ _E .,c [h C� U I NO. DOOR MAT FIN TYPE HOWE DETAIL REMARKS NO. ROOM NAME FLOOR FIN. BASE FIN. WALLS 'DUNG FIN. REMARKS L . ry . J n 7- E M WXHXD THRES JAMB HEAD NORTH FIN. EAST FIN. WEST FIN. SOUTH FIN. I M = 04 P.1 RI E 1100 EXIST. STOREFRONT TO REMAIN RE-KEY FRONT Loa(TO CONFORM TO MASTER 1ENANT SPACE KEY 100 RECEPTION EXIST - - - EX GWB P - - EX. GWB P GWB P EX ACPNL - E v v@ 1103 3'-0" X 7'-0" X 1 3/4' WD S&V A 2 - D/A102 _ 101 RETAIL EXIST - - - EX GWB P - - EX. GWB P GWB P EX ACPNL - — ( .— U Y 1 104 3'-0' X 7'-O" X 1 3/4' WD S&V A 2 - D/A102 _ 102 LOUNGE EXIST - - - EX GWR P CWB P - - - - EX ACPNL - I Y 0 t 105 3'-0' X 7'-0" X 1 3/4' WD S&V A 2 - D/A102 _ .- a 1106 3'-0" X 7'-0" X 1 3/4' WI) S&V A 4 - [0,102 - 103 OFFICE VDT W RUB FF EX GMP GWB P GWB P GWB P ACPNL FF — • LL 107 3'-0" X 7'-0" X 1 3/4' WR S&V A 2 - D/A102 - 104 TREATMENT VPT W RUB FF EX GWB' P GWB P GWB P GWB P ACPNL FF '- W 1106 3'-0" X 7'- P EX GWB P GWB P GWB P ACPNL FF W 0" X 1 3/4" WD S&V A 8 - D/A102 _ 105 TREATMENT VDT W RUB FF EX GWS Q y o Oco 1109 3'-0" X 7'-0" X 1 3/4" WD S&V A 8 - D/A102 _ 106 JANITOR EXIST - - - GWB 1 P EX GWB - GWB P GWB P ACPNL FF v rn 1 110 - A A102 _ 107N ° 3'-0' X 7'-0' X 1 3/4" HM EN B 5 / BREAK ROOM VPT W RUB FF GWB P EX GWB P GWB P GWB P ACPNL FT o L L 1 111 3'-0" X 7'-0' X 1 3/4' WD S&V A 12 - 0/A102 - PAIR 1108 WOMEN S.V. W COVED W GWB 1 EN EX GWB EN GWB EN GW'VB EN GC PNL EN 4' HT. PLASTIC LAM. WAINSCOT AT ROOM PERIMETER J 1112A 3'-0' X 7'-0' X 1 3/4' WD S&V A 10 - 8/A102 _ 109 MEN S.V. W COVED W GWB EN ! EX GAB EN GWB EN GWB EN GC PNL EN 4' HT. PLASTIC LAM. WAINSCOT AT ROOM PERIMETER a 'n CSI o 1112B EXIST. TO REMAIN WD S&V A - - - - 110 EXERCISE EXIST - - - GWB ! EN GWB EN GWB EN GWB EN EX AC PNI. - 0 0 t. 00 aEC 1112C EXIST. TO REMAIN NO S&V A - - - - 111 EXERCISE EXIST - - - GWB EN GWB EN EX GWB EN EX GWB EN AC PNL FF 112 RELAXATION EXIST - - - EX EN EX EN EX GWB EN DC EN EX EN I — I • - VERI1 EXIST. WALL THICKNESS PRIOR TO ORDERING JAMBS K DOOR — ELITE TYPES I I K c 'TIMELY 5'-0' I HOWARD G. MUHL 1. KNOCI(-pOWN H.M. HOLLOW METAL FRAME FRAMES IN PRmN , W LDED & GROUND COLORS •\ SMOOTH CORNERS ..... N, WASHINGTON SOUD BIRCH LAM. i ( — i5-2019 DOOR WITH NATURAL � �, STAIN; VERIFY COLOR 41 E- W/TENANT PRIOR TO \ I OF 0iV' BIDDING TEMPGL I NOTE: GENERAL CONTRACTOR SHALL VERIFY HARDWARE SOUD WOOD H0L0W METAL 1 00 MANUFACTURER OF THE EXISTING BUILDING AND MATCH ..�� ALL HARDWARE TO 0 O J SO ALL MASTER KEYING CAN OCCUR. THE HARDWARE -ROOMS SHALL HAVE LEVER HANDLES V SCHEDULE SHOWS THE FUNCTIONS REQUIRED FOR EACH UNLESS SPECIFIED W/ PANIC HARDWARE— I- NOTE: DOOR. FOR DOOR HARDWARE, — LL "I' PROVIDE 4 MASTER KEYS AND 4 CLASSROOM AND EXTERIOR SEE SHEET A2.2 .1 0 #, DOOR KEYS DIRECT FROM LOCKSMITH TO PROJECT OWNER'S t CC) E co REPRESENTATIVE, DURING FINAL PROJECT CLOSEOUT. W > N- H H C7 E c3 „ H7 I ROOM MATERIAL + FINISH SCHEDULE; DOOR SCHEDULES, TYPES >mC��, cn3( mu.; r - 1.-0- 1 A Door; 4 r\ELITr DETNL Ce 0 5GALE,11/2'=I'-0' W N m G G 2 AT EXIST.WALLS,GC SHALL VERIFY WALL THICKNESS PRIOR TO ORDERING FRAME STEEL HEADER PER SECTION WITH(3)5/8" Q . . / THRU BOLTS WITH CARRIAGE HEAD ON EXTERIOR ACOUSTICAL INSUL PER 518'GWB EACH SIDE OF FACE AND NUT ON INTERIOR. MAXIMUM MOM Z WALL TYPE 6 MTL STUD F i DBL 6"STUD AT NON- OPENING 3'-6',OR CONGTACT ARCHITECT Q ;_ ' 5/8"GWB EACH S1DE OF LOAD-BEARING HEAD. HEAD FLASHING TD EXTEND SAME DISTANCE AS F 1 (6005125-43) I EXIST.CMU WALL,REMOVE EX. EXIST.8"CMU WALL GC SHALL I ° ° ° STEEL HEADER. �� 6"MTL STUD W/ 1DBL DOOR&FRAME / VERIFY WALL IS SOUD GROUTED, ` Q `/ (2)6'STUD AT NON- — al '�` IF SO,USE HEADER DETAIL AS EXIST.SOLID GROUTED CMU WALL; GC TO LOAD-BEARING HEAD. SHOWN WITHOUT CUTTING ANY BREAK/ WHERE DOUBLE DOOR WAS REMOVED, a VERT.REBAR. VERFY.IF NOT SOLID GROUTED,CONTACT11.1,---, TREATMENT 4 . a i .--'------- ARCHITECT FOR REVISED OPENING DETAIL GYM SIDE INSTALL METAL STUDS AT 24'OC SEALANT,TYP.EA.SIDE. ROOM SEALANT,TYP.EA.SIDE. W11115/8"GWB TO INFILL CMU WALL. as a IFEX.CMU WALL IS NOT FULLY / GC SHALL CONFIRM THE EXTERIOR GROUND IS NM CL 81/4" CMU WALL TO BE FLUSH WITH GWB GROUTED SOLID,SEE ALT. �C AT SAME GRADE AS FINISHED FLOOR.IF 1/2" H.M.FRAMES WITH SIDEUTES,PER "TIMELY"H.M.FRAME INFILL WALL o DETAILSLAB IS WITHIN 4'OF RELITE a PROVIDE RAMOP DOWN TD GRADE AT FINISHED % MAXI ce U PLAN&SCHEDULE a ' HEADER TO EXTEND 4"MIN "TIMELY KNOCK-DOWN FRAME aA ! EACH SIDE FOR BEARING ON " WITH CONCRETE SEAL AROUND ALL EDGES WITH z — - . IZ 501JD CMU WALL,SEE ELEV1 N I. IRI[_-- r PUNCH &DIMPLE ATTACHMENT AT w IF CMU MODULE IS AT 7-4"A.F.F„CONTACT I A �I �- JAMBS ,„ .:.a " �, ARCHITECT AS WE MAY REVISE THE HEAD E I HEAD FLASHING ^ DETAIL TO A 4"H.M.DOOR FRAME TO ALLOWE II N NEW W.M.DOOR FRAME WITH SAWCUT TO REMAIN ON CMU JOINT UNE �• oo SEALANT OVER BACKERROD = 1 1 1 1 AT THREE SIDES QC GC SHALL LOCATE VERTICAL REBAR LOCATION AND CUT DOOR OPENING BETWEEN VERTICAL 6 1/4' 57/8' 1, r,¢ , •• H.M FRAME WELD&GROUND STEEL,DO NOT CUT ANY VERTICAL STEEL BAR. ��{{ i i / SMOOTH,PAINT FIN WITH PUNCH CONTACT ARCHITECT IF REBAR CHANGES DOOR 5 7/8" &DIMPLE ATTACHMENT TO EX. 3'-41/2" LOCATION i / CMU WALL ON JAMBS 'OUCH CMU OPENING \' n ri ALUM.THRESHOLD AT BASE v ❑Q rQ-1 roD ti L D TIMELY H.M. KNOCK-DOWN FRAME DETAIL c RELITE DETAILS B NEW FRAME IN EXIST. OPENING A EX I ERIOR DOOR JAMB ELEVATION ° ' " SCALE I I/2'=I'-O' SCALE:I V2'=1.-0' SCALE:11/2'=I'-0' SGAJ::II/2'=r D' 1ul-1 11 VIA C1 I DOOR DETAILS C sum: 1" = 1'-0 2 W Lu a x O u,. GROUP 1: (EXTERIOR ALUMINUM STOREFRONT DOOR)1 I GROUP 3: TOILET ROOM UNISEX 1 I GROUP 5: EXTERIOR HOLLOW METAL DOOR 1 1GROUP 6: INTERIOR HOLLOW ENTRY METAL DOOR I 1 GROUP 7: INTERIOR HOLLOW METAL DOOR (PAIR) 1 1 GROUP 8: TOILET ROOM I GROUP 10: INTERIOR WOOD DOOR I GROUP 12: INTERIOR WOOD DOOR- PAIR o li — 3 BUTT HINGES HAGER BB1191 4 1/2" X 4 1/2" NRP US10B DORMA 8900 SERIES LEVER HANDLES DORMA 8300 RIM EXIT DEVICE - PANIC HARDWARE DORMA 8900 SERIES LEVER HANDLES DORMA 8900 SERIES LEVER HANDLES-PASSAGE DORMA 8300 RIM EXIT DEVICE- PANIC HARDWARE DORMA PUSH PLATE DO310VSSS; DORMA PULL PLATE D0310CH15SSS — 1 EXIT DEVICE FALCON 1792NL-HBOP SP313 FIN (PANIC DEVICE) PRIVACY LOCK FUNCTION DORMA 8900 SERIES LEVER HANDLES ENTRY LOCK SET FUNCTION ASTRAGAL SET ON FIXED LEAF (SEE PLAN) DORMA 8900 SERIES CLOSER ENTRY LOCK SET FUNCTION DORMA 8900 SERIES CLOSER o 0 1 PULL, HEFELE 908.02.8 - 80 FIN 1 1/2 PAIR BUTT HINGE, HAGEN 5 KNUCKLE HINGE ENTRY LOCK SET FUNCTION DORMA 8900 SERIES CLOSER ENTRY LOCK SET FUNCTION 1 1/2 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE DORMA 8900 SERIES CLOSER 1 1/2 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE 1 CLOSER FALCON SC70-18 DBRZ AN DOOR STOP, HAGER WALL STOP DORMA 8900 SERIES CLOSER 1 1/2 PAIR BUTT HINGE, HAGEN AVE KNUCKLE HINGE DORMA 8900 SERIES CLOSER DOOR STOP, HAGER WALL STOP 1 1/2 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE DOOR STOP, HAGER WALL STOPet 0 1 FLOOR STOP, ROCKWOOD, 438 US1OB/613 1 1/2 PAIR BUTT HINGE, HAGEN 5 KNUCKLE HINGE DOOR STOP, HAGER WALL STOP 3 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE SMOKE GASKET ON HEAD & JAMBS DOOR STOP, HAGER WALL STOP RUBBER GASKETS ON JAMB & HEADS Z B 1 THRESHOLD, NGP, 350 DKB DOOR STOP, HAGER WALL STOP PEMKO ALUMINUM THRESHOLD 1/2" MAX UP DOOR STOP, HAGER WALL STOP B 1 DOOR SWEEP, NGP, 200N DKB 1 GROUP 4: STOREROOM LOCK I PEMKO ALUMINUM THRESHOLD 1/2" MAX LIP RUBBER GASKETS ON JAMB & HEADS PEMKO ALUMINUM THRESHOLD 1/2" MAX LIP GROUP 9: INTERIOR HOLLOW ENTRY METAL DOOR I * NOTE: REFER TO DOOR SCHEDULE TO REFERENCE Drawn DOOR WIDTH AND MATCH PANIC BAR WITH TO Checked GROUP 2: OFFICE DOOR LOCK DORMA 8900 SERIES LEVER HANDLES DORMA OFFICE LOCK SET FUNCTION RUBBER GASKETS ON JAMB & HEADS DOOR SWEEP RUBBER GASKETS ON JAMBS & HEAD Approved DOOR SIZE ACCORDINGLY DOOR SWEEP HGK DORMA 8900 SERIES LEVER HANDLES STOREROOM LOCK FUNCTION SMOKE GASKET ON HEAD & JAMBS DORMA 8900 SERIES CLOSER Prosect No. 1e-5323 OFFICE LOCK FUNCTION 1 1/2 PAIR BUTT HINGE, HAGEN 5 KNUCKLE HINGE 1 1/2 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE — 1 1/2 PIAR BUTT HINGE, HAGEN 5 KNUCKLE HINGE DOOR STOP, HAGER WALL STOP DOOR STOP, HAGER WALL STOP GROUP 11: INTERIOR WOOD DOOR " — Title DOOR STOP, HAGER WALL STOP SMOKE GASKET ON HEAD AND JAMBS PEMKO ALUMINUM THRESHOLD 1/2" MAX LIP DORMA PASSAGE FUNCTION SMOKE GASKET ON HEAD AND JAMBS RUBBER GASKETS ON JAMB & HEADS DOOR SWEEP DORMA 8900 SERIES CLOSER DOOR KICK PLATE 10"X34" ON WAREHOUSE SIDE 1 1/2 PAIR BUTT HINGE, HAGEN FIVE KNUCKLE HINGE DOOR STOP, HAGER WALL STOP A RUBBER GASKETS ON JAMB & HEADS A Sheet No Al I HARDWARE SCHEDULE: A102 N.T 1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 I 2 I 3 1 4 1 5 1 6 1 7 I 8 I 9 10 1 11 I 12 I 13 I 14 I 15 [ 16 Mi 0 MIL 5050 AT 34'OC C4 BED 5/e'0118 FlLSN,KM CACH SOF J h r` U M SEISMIC BRACING DETAILS iNSMIL SP S HT ref sn M a N N QE ON 3 SIDES MOP SINK WALLS N N •/ g - i_ . . ' fo-rst Ss IX 1 4.9'-6. > !_7' le Wee' 4 cn General Reco n nandations ' .c GENERAL COM-CHECK LIGHTING NOTES: °T .,� 3.1 , A.,',..,,j:',,-7.!., Y °� • Referenced sources per hierarchy:2012 International Building Gads(IBC).American Sodety of Civil Engineers _. ••,� I; .� Li L (505.1) TOTAL PROPOSED WATTS DO NOT EXCEED ALLOWABLE WATTS (ASCE 7-10),American Sedety of Testing Materials(ASTM C 635,ASTM C 636,ASTM F_660IF 560M),and ThEATMENT 41 FA �" �; C1 .M� gCeilings and Interior 3yatlims ConBflUCilRn AseOdaibn(CI9(A). I los I e BFEAKR006'' 11rr" ~ (T . .� W• Partitions that are liad to the calms end all partibuns greater than 8 feet in height eheti he laterally braced to the I Foy I ; !g . U I. (505.4) EXIT SIGNS INTERNALLY ILLUMINATE EXIT SIGNS SHALL NOT EXCEED 5W PER SIDE structure,Bracing shall be Independent of the caging splay bracing system. Asci,--n sa:-:X sas.5.t -€ a _ W ( ) • AC PNL CLG GRE,OLE AND Alli _ - 5 '� �' I \ I�� m 2. 505.2.2.3 DAYLIGHT ZONE CONTROL ALL DAYLIGHT ZONES ARE FRONDED 1MTH AN INDIVIDUAL CONTROL THAT For Turtller hsfi+r 1r slice on bracing of non toed bearing partitions refer to NWCB Technical Document 1y2W�01. -S IN RMS 103-107 P.roa 2 ¢ 6 • All male beams are to be Heavy Duty(HD),sass.bare sodoa e.t.t figura Country = m CONTROL THE LIGHTS INDEPENDENT OF GENERAL AREA UGHDNG IN THE NON-DAYLIGHT ZONE N ALL INDIVIDUAL Q t'?; 0 ❑ Cr' GAB CLG.JOIST SYSTEM AND - DAIUGHT ZONES LARGER THAN 350 SF, AUTOMATIC DAYLIGHT CONTROLS IS PROVIDED. AUTOMATIC DAYLIGHT SENSING CONTROLS • Celinga ase than or equal to 144 and surrounded by walla wnnectad to the steads above are exempt from £ • v - -IN'WOMEN 108 AND MEN 109 I- - REDUCE THE LIGHT OUTPUT OF THE CONTROLLED LUMINAIRES AT LEAST 50%AND PROVIDE AN AUTOMATIC .OFT. CONTROL, WHILE the seismc design requwarnente..seu a riST d t tAun_.+ -^ �0._s. - }' y o These recommandafiona are intended for upended ceilings and related I �:__..... T�. ❑ o> L MAINTAINING A UNIIFORM LEVEL OF ILLUMINATION. CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION MAYr� L v -2 components in areas that retgckb resistance to the effects of earthquake motors;, � m CONTROLLED BY A 51NGEL DEVICE P RDV�ED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO ADJACENT CARDINAL g` ) a i f m s uOacsaz aor�L X ORIENTATIONS (IE NORTH, EAST, SOUTH, WEST). DAYLIGHT ZONES UNDER SKYLIGHTS SHAM BE CONTROLLED SEPARATELY FROML o 3 • All wire ties are to be three b ht turns around Itself within three inches.Twelve a THE 1 r,c , DAY LIGHT ZONES ADJACENT TO VERTICAL FENESTRATION. g 1 :nr, N i m N a Hanger wire spaced 4 foot on center Mum 1).scene:ewe 0&9111 Alan 2.s4 t,? o+ 1 3. (505.2.1) INTERIOR LIGHTING CONTROLS AT LEAST ONE LOCAL SHUTOFF LIGHTING CONTROL HAS BEEN PROVIDED • Changes in ceiling panes will require positive bracing.some AstxrEeseseacr�o,za. "`°�' I jCD i e a m cc FOR EVERY 2000 SF OF LIT FLOOR AREA AND EACH AREA ENCLOSED BY WALLS OR FLOOR TO CEILING PARTITIONS. °••+»"'•"• /✓ g i I mom - THE REQUIRED CONTROLS ARE LOCATED INN THE AREA SERVED BY THE CONTROLS CR ARE A REMOTE SWITCH THAT IDENTIFIES '. -• .. - f Num craw--- 2€MAIN EXERCISE ROOM LIGHTING ,•,••,•,,,•,,• ' I _ THE LIGHTS SERVED AND INDICATES PIER STATUS. --- RELAY AND OCCUPANCY SENSORS TO SHUT OFF DURING PERIODS THAT THE BUILDING SPACE SERVED BY THE MEANSBracing Ames 2 .J t9- ,•,�_ LOCATE SNITCHES IN GENERAL 4. (505.2.1.1) EGRESS UGHIING: EGRESS ILLUMINATION IS CONTROLLED BY A COMBINATION OF LISTED EMERGENCY IGER'S OFFICE.CONFIRM WITH Ag�sa 2 Lateral Force � NT PRIOR TO SUBMITTING A BID Lateral force Bracing �-- _-,I _-• __. „-- OF EGRESS IS UNOCCUPIED. • Ceilings constructed of screw-or-nail-attached gypsum board on OFFICE ' - - ��� one level that are surrounded by and connected to Weis or soffits I los I r 1 S. 505.2.2) ADDITIONAL CONTROLS: EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL HAVE ADDITIONAL CONTROLS THAT MEET THE that are laterally braced to the structure above are exempt from ! - 4 �n - - f 4.C K REQUIREMENTS OF SECTION 50522.1 AND 50522.2 .. seismic design requirements.s�-so L 7-+c scccoK 13.5. z D m z. Ali - 711"\CED GS ` �\ 4TT1.f0585Esatk t.rK ll[ y _, zoo • Ceilingareas or 1000 ft or less shall be exempt from later force0- -H--0 I r .4 7. (505.2.21) LIGHT REDUCTION CONTROLS EACH SPACE REQUIRED TO HAVE MANUAL CONTROL ALSO ALLOWS FOR REDUCING THE CONNECTED UGHTNG ---�, r ,,d 2 p j: .,,, bracing requirements. :� �Acr>ss,aeusee +-e _ � LOAD BY AT LEAST 50%BY EITHER 1) CONIROWNG (DIMMING OR MULTI-LEVEL SWITCHING) ALL LUMINAIRES; OR 2) DUAL SNATCHING OF ALTERNATE Cti eolrsae G. mlvRe ROWS OF LUMINAIRES ALTERNATE LUMINAIRES, OR ALTERNATE LAMPS; OR 3) SWITCHING THE MIDDLE LAMP LUMINAIRES INDEPENDENTLY OF OTHER `.� • Lateral force bracing Is the use of vertical struts(compression I • LAMPS; OR 4) SWITCHING EACH LUMINAIRE OR EACH LAMP, �-a», MrN b.." -- posts)and splay wires(see figure 2). +•� • Lateral Force Bracing shall be 12 feet on center(maximum)and I i i 1 i • • ng xr a begin no farther than 6 feet from walls.see..nserE590 s 0.z.E2 - - 15-2019 B (505.2.2.2) BUILDINGS LARGER THAN 2000 SF ARE EQUIPPED WITH AN AUTOMATIC CONTROL DEVICE TO SHUT OFF LIGHTING IN THOSE AREAS. THIS Maximum Recommended Lengths for • Seismic splay wires are to be four 12 gage inures attached to the 'A8 I I 1 I I - N, WASHINGTON AUTOMATIC CONTROL DEVICE SHALL FUNCTION ON EITHER 1) A SCHEDULE BASIS, USING THE TIME-OF-DAY, WITH AN INDEPENDENT PROGRAM SCHEDULE Vertical abuts main beam-Wires are arrayed 90"from each other and at an O THAT CONTROLS THE INTERIOR LIGHTING IN AREAS THAT DO NOT EXCEED 10,000 SF AND ARE NOT MORE THAN ONE FLOOR; OR 2) AN OCCUPANT EMT.CONDUIT angle not exceeding 45'from the plane of the ceiling,see,sssM -?' 1 I I _ `Q�- Q �ac Sso.nn 6,2,a.2 O}`• SENSOR THAT SHALL TURN OF LIGHTING OFF WITHIN 30 MINUTES OF AN OCCUPANT LEAVING A SPACE; OR 3) A SIGNAL FROM ANOTHER CONTROL OR •EMT t up la a tri Seismic shay wires shall be attached to the grid and to the I f OF ALARM SYSTEM THAT INDICATES THE AREA IS UNOCCUPIED. - _" E A E I 1 I ff v. EMrmneun upmrathey supportdesign loader I I I\I(j L1 ---' I structure in such a manner that can a th a safety I I - I not less than 200 pounds or the actual design loadve 9.(505.22) OCCUPANT SENSORS IN ROOMS THAT INCLUDE DAYLIGHT ZONES ME REQUIRED TO HAVE MANUAL WON" ACTIVATION. EMT nandufl ap to g s• factor of 2,whichever is greater(figure sb) >- , u u>, i 102lii 10. (505.2.2) AN OCCUPANT SENSOR CONTROL DEVICE IS INSTALLED THAT AUTOMATICALLY TURNS LIGHTING OFF 1I11LN 30 MINUTES OF ALL t�rnEsrE>as • apPplication or as part r Actuated f the ptenersrescriptive path 1when neSe smd for sctDesign ---'smic EXERCISE3 A X fl J Ca Single 1 metes stud(20 gage) up m i.D" 1 OCCUPANTS LEAVING A SPACE : Categories D,E and F,shall have an ICC-ES approval for seismic I I I 112 sedc•la6ace 14t"metal slue Ipto iso applications and shall require'special Inspection'Irrespective of f 1]. 505.22 ADDITIONAL CONTROLS. AN OCCUPANT SENSOR CONTROL DEVICE THAT AUTOMATICALLY TURNS UCHITNG OFF WITHIN 30 MINUTES OF ALL 1 (2c easel the type of wireoccs (splayancyed dwirecategory the fledstrulure is in.PAF other than A I I J t ( ) for kicker wires(splayed wires installed for purposes other than i CEILING IS Binge 211 medal dud its papa) wale 138• OCCUPANTS LEAVING A SPACE OR A LOCALLY ACTIVATED SWITCH THAT AUTOMATICALLY TURNS LIGHTING OFF WITHIN 30 MINUTES OF BEING ACTIVATED seismic restraint)are exempt from this requirement.s.:,, s:e>or "OPEN TO NG IS URE" IS INSTALLED IN ALL STORAGE AND SUPPLY ROOMS LIP TO 1000 SF. Beck -bask 214•held stud(25 pope) ars to UFO,' ;;, „f,a -44 n_.;kir. saps 2434%.*aaskrsr r Splay wires am to be within 2 inches of the connection of the I . - --- - ---- 12. (505.2.2.2.1) OCCUPANT OVERRIDE. AUTOMATIC LIGHTING SHUTOFF OPERATING ON A TIME-OF-DAY SCHEDULE BASIS INCORPORATES AN ()VERDE ,�PAH," ,a,srrwiyn,.ra.eurf WO`. 'gleam Koring vertical strut to suspended ceiling. �r �:n rsr e.sa is =.z. d _ i r j SWITCHING DEVICE THAT: 1)15 READILY ACCESSIBLE, 2) IS LOCATED SO THAT A PERSON USING THE DEVICE CAN SEE THE UGHTS OR THE AREA • Rigid tracing maybe used in Gee of splay wires,sa,.D:rs ei ewe -_ -- - - - - - - - 1 CONTROLLED BY THAT SWITCH OR SO THAT THE AREA BEING LT IS ANNUNCIATED, 3) IS MANUALLY OPERATED, 4 ALLOWS THE LIGHTING TO REM t1q,Ire4a secer,h.2.8.A I 3.0 "� CD ) Atteehed wen Melding Requirementsi.- r- ` ,! AGC d•a • Collings with plenums less than 12 incline to structure are not HEAVY L,=k Y I 3 7 W co AN ON FOR NO MORE THAN 2 HOURS WEN AN OVERRIDE IS INITIATED, AND 5) CONTROLS AN AREA NOT EXCEEDING 2000 SF. - required to have lateral force bracing.s,,, .MA•Nf.,xEs I K,,;�,t I f m N -........-4 : • Vertical struts must be positively attached to the suspension I 1E N 13. (505.2.22.2) HOLIDAY SCHEDULING. AUTOMATIC LIGHTING SHUTOFF OPERATING ON A THE-OF-DAY SCHEDULED BASIS hos on AUTOMATIC HOLIDAY 'a" systems and the structure above.s[wmtASF44Pi9C•6esmr32a2 y - W > L ti SCHEDULE FEATURE THAT TURNS OFF LOADS FOR AT LEAST 24 HRS., THEN RESUMES THE NORMAL SCHEDULED OPERATION. e • The vertical strut may be EMT conduit,metal studs or a proprietary I t Q 0 hi compression post(see Fgure 5). IS ( -/ I hi R ` . - 14. (505.3) TANDEM WIRING, THE FOLLOWING LUMINAIRES LOCATED WITHIN THE SAME AREA SHALL BE TANDEM WIRED: 1 CI) C 1) FLUORESCENT LUMINAIRES EQUIPPED WIHTONE, THREE OR ODD NUMBERED LAMP CONFIGURATIONS, THAT ARE RECESS-MOUNTED WITHIN 10' CENTER :�°^1 �'a Wall Moldings fbp�vs+aa„d+n I,N air-cr (SI lL N ire) I 1 (C-5) • Well moldings perimeter closure angles)are required to haves `YF PA EEL c_c a IST. r� TO CENTER EACH OTHER. 2) FLUORESCENT LUMINAIRES EQUPPED WITH ONE, THREE OR ANY ODD NUMBERED LAMP CONFIGURATION, THAT ARE ° { } ) I AEI "I-1 TS f V C 12 PENDANT OR SURFACE MOUNTED WITHIN 1' EDGE TO EDGE OF EACH OTHELi, R 4b nonattached tole wall mantling,the ower avid shallzontal flange 2 inches wide.One end cif the haveng grid a%hinch I "� G all 7 Unattached Wall Molding Requirements clearance from the wall and free to slide-s7,47ro:ASTAMESap Sergi,524IltLU C CD rtsa2,2 1 I !1 -1-- ' B m '^ I- - n.�:.r� • Where substantiating documentation has been provided to the i 0 - - - C. V+ local jurisdiction,perimeter clips may be used to satisfy the I j Ir � 1 .. ,..... requtrsrr�Ftts for the 2-Inch closure angle -see,,,,Tow,...Ixr>ry l I 400 c. is I , �' • The grid shell be attached at two adjacent walls(pop rivets or I I COee ,�... approved method).Soffits extending to a point at least level tie with the bottom plane of the grid and independently supported I CO• N and laterally braced to tine structure above are deemed to be f CEM TER NEIN 5":-rUD WALT. - ® l G 1 WI-M EX ST. ;TEE]COLUMN I G 3 7 WE ialTE; figureal equivalent to wells.s., ,star.rr ,n,- _L3';deer;ll4W,,5s:ura2s»; I C--) 5255.LAos TTA.r • 15MC I 550 E EV 51 ISISPl D. lD.SE RCM a S:PARn.T "" Spreader Bars{figura 4b) rRa ON Ori cin • Terminal ends of main runners and cress members shall be tied I I I together or have some other approved means to prevent their •� spreading.Stabilizer bars,cross tees or other means to prevent I •A - Ii I I I fill - spreading shall occur within 8 in.of each wall.se: :TMTSH5 Socrmr 1.2.4 i I .._ • Spreader bars are not required at perimeters where runners are rlo'-,T' Ci -z 1,1 attached directly to closure angles. g C X{ RCI R I G • Spreader bars are eat required if a 90 degree intersecting cress or main -- ' -- 1' I I I 1 1 ' I - -- O F rga,a 5t•ccurtle,ak,l,1E,g is within 8 inches of the perimeter well. 1 € I a PEW AC PNL u.G GRID,TIE AND F • Where substantiating documentation has been provided to the local R E E.P I V e 1 rens rr we IN ../.:\ / 1 J Q \ jurisdiction,per me erclipa may he used io satisfy the requirements for , I I .a y:.• ', spreader bars.T,- .: S,Y.,,v:a-g. r ,:ny; .; Gi ,t liii i l •4 Hanger(Suspension)Wires[apures5e end 50 ��` • Hanger and perimeter wirer,must be plumb within 1 in B unless(figure 58) �) RE - _ L l I counter sloping wires are provided(figure 5b) sc.,roc:asr�r ca o.5vetr t zT 6 11CY21-• Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage - spaced 5 feet on center,&ro>:ASTM cess Scene„2.1 - -- - I O figure 0e • Any connection device at the supporting construction shall be capableCk of carrying not less than 100 pounds.Stn..-2,Yw, scA zea s+ U + I I I • Powder Actuated Fasteners(PAFs)am en approved method of Shoi+»m., ;).'• attachment for hanger wires.SO,�.5184se(0055T,aulhy(:o11eTr>NiSR#I I I " - .11).'. • Terminal ends of each main beam and cross tee must be supported '� I II I msec ap---- _- ^°a within 8 inches of each wall with a perimeter wire(ane figure 4 8 5 a). I 111 1111 t111,1"...ASTMFS•id .5.7.6 • E ""a • Wires aha®not attach to or bend around interfering material or _- I t D IIE ..�N.,...»------------- equipment.A trapeze or equivalent device shall be used where cbstructlons preclude direct suspension.Trapeze suspensions shall 1 • be sized to resist the dead load and lateral forces appropriate for the tS C 1 SEISMIC BRACING DETAILS AND COM CHECK STANDARD NOTES Q ii p_n_ri 1 D __ -N. PROJECT NORTH D n n n M E li 1 Ilzg lul ] -111118.11P- ir,L1 R ra-- 010 PROPOSED REFLECTEDPLAN CEILING SCALE: 1/8"= 1'-0" c REFLECTED CEILING LEGEND C H rr MEANS OF EGRESS LIGHTING: EXIT SIGNS: I ----------__ I 1' X 8' SURFACE MTD FLUORESCENT FIXTURE, MFG re 4-32W-T8 LAMPS ALL EXIT SIGNS SHALL BE REPLACED WITH NEW WITH INTERNALLY ILLUMINATED, o (EXISTING TO REMAIN) GENERAL CONTRACTOR SHALL CONFIRM THERE IS A MINIUM 1 FOOTCANDLE (11 ELECTRICALLY POWERED OR SELF-LUMINOUS AND PHOTOLUMINESCENT EXIT i., LUX) AT THE WALKING SURFACE ALONG THE EXIT PATH WITHIN THE MAIN FLOOR. SIGNS AND SHALL BE USTED AND LABELED IN ACCORDANCE WITH UL 924 AND co _ EGRESS LIGHT EGRESS LIGHTS SHALL REMAIN ON 24 HOURS DAY, 7 DAYS WEEK. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8.' �' 2R4 R/DWIRE A', �7ADAYS/WEEK OF EGRESS" LIGHT THAT IS EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES WITH 5 WATTS MAX. PER THIS WILL REQUIRE RE-WIRING VARIOUS SIDE WITH BATTERY BACK-UP FOR 90 MINUTES FROM POWER LOSS z 1x4 LED SURFACE MTD FIXTURE, Vow/PIXY MAX UGHTS TO BE ON FULL TIME IN ORDER TO ACHIEVE THE 1 FOOTCANDLE o a N LIGHTING LEVEL THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL EXIT SIGNS SHALL HAVE A MINIMUM OF 6" HT LETTERS, Y4' WIDE LETTER > EGRESS LIGHT NORMALLY BE SUPPUED BY THE PREMISES' ELECTRICAL SUPPLY. STROKES, 2' WIDE PER LETTER (EXCEPT LETTER I), WITH MIN. SPAONG h' W A 1x4 LED SURFACE MTD FIXTURE, 40W FIXT MAX TO BE POWERED ON 24HR/DAY, 7 DAYS/WEEK z° EXIT ILLUMINATION SHALL PROVIDE t FC AVERAGE AND NOT LESS THAN .1 FC B 2'X4' - LED - LAY--IN TYPE TROFFER FIXTURE. EMERENCY LIGHTING: MINIMUM ALONG EGRESS PATH AN SHALL HAVE BATTERY BACK-UP CAPABLE B Drawn 40 WATT/ FIXTURE OF PROVIDING 90-MINUTES OF ILLUMINATION BEYOND PRIMARY POWER LOSS Checked GREE OR EQUAL. PROVIDE EMERGENCY LIGHTING ON BATTERY BACK-UP SUCH THAT IN THE EVENT OF A POWER OUTAGE, THE EMERGENCY LIGHT BATTERY Approved PACK WILL ILLUMINATE THE EXIT PATH FOR 90 MINUTES WITH 1 FC LIGHTING HGK O RECESSED CAN LIGHT - LED, 5000K RANGE AT THE WALKING SURFACE BEYOND POWER OUTAGE. THIS WILL REQUIRE Project No. 16-6323 120 V, (10.5 WATTS EACH) (VERIFY BLDG VOLTAGE) ADDING EMERGENCY BATTERY POWERED LIGHTING DEVICES AND ATTACHING THEM TO THE PERIMETER WALL AND STEEL COLUMNS TO PROPERLY ILLUMINATE- _ CEILING EXHAUST FAN - SUBCONTRACTOR PROVIDING THE EXIT PATH Title THE INSTALLATION SHALL PROVIDE THE NUMBER OF AIR CHANGES AS DESRIBED IN THE OSMC IBC 1008.3.5 - IWUMINATION LEVEL UNDER EMERGENCY POWER: EMERGENCY UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION LED LAMPS SINGLE OR DOUBLE FACE WITH THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A DIRECTIONAL ARROW(S) WITH EMERGENCY MINIMUM AT ANY POINT OF .1 FOOT CANDLE (1 LUX) MEASURED ALONG THE BATTERY BACK-UP. 5 WATTS MAX. PATH OF EGRESS AT FLOOR LEVEL A A WALL MOUNTED EMERGENCY LIGHT AT 10' A.F.F. Sheet No. GREE EMIISWH - LED - OR APPROVED EQUAL NE1W EXTERIOR EMERGENCY LIGHTS SHALL BE PROVIDED AT ALL EXIT DOORS, THAT AUTOMATICALLY TURN ON IN THE EVENT ME PREMISES LOSES S LIGHT SWITCH POWER AND SHALL LAST 90 MINUTES, MIN. BEYOND OUTAGE. CS OS = OCCUPANCY SENSOR /\2() 1 1 2 I 3 1 4 1 5 1 6 1 7 I 8 I 9 10 I 11 I 12 I 13 I 14 I 15 I 16 1 1 2 1 3 1 4 I 5 1 6 1 7 8 I9 1 10 I 11 I 12 I 13 1 14 I 15 I 16 C o n 2 M L 1 �J LJ L J LJ �J L J �1 �J L J `J L J L J iJ L 1 L/ L J L J L J LAI L LJ L J J C I -I 7 N L N d N N 0 9 8 E �Pi �@ y x 2 as ". c� s • • • • r1 Fl \ \\ � rn r� r-n r-i r1 r� \\\\. m ri `\ .r�i r� r/ r-i `\-\rte-�.\ r� / r� / m\.\\.\ r� ri / n �, Q \ N N N \ N N N N \ \ \ \ \ \ N N N N • = w \ \ EXI;T. ROOF STRUCTURE TO IIEMAN \ \ N N EXIST. ROOF STRUCTURE TO REMAIN \ N N �/ v \\\ \\\\ \\\\ \\ \\\ T w \ \ \ \ \ \ \ \ \ 2 Q > o \ \ \ \ \ \ \ \ \ p \ \ 2X1 STIES 1 BAY BEYOND DI4. BRACING \ \ \ N 2X6 STUD BLOCKING EXTEND 1 BAY BEYOND \ N \ \ a) °' L \\\ — \\\ \\\ DIAGONAL BRACING N\\ I I I \\\ L a,-w o \ • \ I N \ u� O m - rn m Co '''''' ''' \ / g tO .-1 0 o EXI it CEILING GRID&TILES — EXIST. CEILING GRID&TILES m g Ci o a — RE JOVE EXIST. CEILING TILES AND RETAIN GRID. — REMOVE EXIST. CEIL VG TILES AND RETAIN GRID NE;IFY WITH INSPECTOR THA RETAINING EX. —_ GR D IS ACCEPTABLE PRIOR 0 COMMENCEMENT OF CONSTRUCTION — INSTALL NEW STUD NALL UP TO BOTTOM OF _ EXIST. GRID AMD SRURE TO ROOF STRUCTURE IN"fALL NEW STUD WALL UP TO BOTTOM OF WITH 362S125-43 TIDS(8'MAX LENGTH)AT — EX ST. GRID AN SECURE TO►OOF STRUCTURE — 6'OC ALTERNATE ERECTIONS. CORNER 600S125-33 STUDS AT 24")C TO IE K — WI H 3625125 43 SiIDS(8' dAX LENGTH)AT _— COUNTS AS ONE SLJPORT, TV. ALL NEW CONT.OVER MEN'S/WOMEN'. ROOM �,T 6' OC ALTERNATE DIRECTION . CORNER STUDS CUT FLANGES SO WEBBING,:AN EX END K i 3 J) ,�� CO)NTS AS ONE SUPPORT NOTE: INTO VERT.STUDS AT EAC I SIDE AND Ufa ALL STEEL STUD INiTALLATIONS SHALL CONFOh;M SECURE WITH(3)f8 MIL STREWS HOWARD G � �j _ TO THE STEEL STU[ MANUFACTURER'S ASSOCI TION BLOCK CLG JOISTS EVERY 8 MAX OR THIRD. INrfALL NEW ACOUSTICAL PAJEL GRID AND C"1 CD - RE.00ATE EXISTING LIGHTS T)SURFACE MOUNT _ Z (SSMA)WITH RESP T TO DETAIL CONNECTION:,AND POINTS �,� 1,-"1 m — ON NEW GRID BELOW AT EXERCISE ROOM 111 m WITH MINIMUM OF SCREW ATTACHMENT AT DINTS. •� 15 • -2019:------ 01Y. o Z `� _ o ` o IJ \. — 3868 _ _ a + N, WASHINGTON • - - INDEPENDENTLY SWITCH THE LIGHTS FROM THE — R ' EACH SEPARATE / / ' �F 0� o ,- S ENTRY DOOR SWITCH,SEPARATE FROM THE _ = o OFFICE/TREATMENT/BREAK/MEN'S AND WOMEN'S w = MAIN GYM AREA. ^ w / NEW CEILING TILES TO MATCH EXISTIN CEILING V SHALL HAVE OCCUPANCY SENSORS .J W —7 TILE DESIGN, TEXTURE, COLOR AND SIZE. — w W 600S125-33 CEILING JOISTS AT 24'OC WITH />- r—,— ., r m — 6"METAL STUD PER WALL TYPES, WITH 5/8" = — 5/8"GWB ON BOTTOM SIDE. -= GWB EACH SIDE, FULL HEIGHT TO BOT. OF o"METAL STUD PER WALL TYPES,WITH 5/8" N — EXIST. GRID. INSTALL ACOUSTICAL INSULATION N GWB EACH SIDE,FULL HEIGHT TO BOT. OF V INSIDE STUD WALL FOR SOUND INSULATION =EXIST.GRID. _— — �•+ — o INSTALL 3 5/8"METAL STUD WALL WITH = - -. LL. ACOUSTICAL INSULATION ON INSIDE FACE OF = = to __ EXERCISE ROOM. INSTALL 3 5/8'METAL STUD WALL TO BOTTOM -o' J OF EXIST. AC PNL CLO GRID W M REFER TO G8 AND A8 FOR SIMILAR MATERIAL - REFER TO 01 AND A8 FOR SIMILAR MATERIAL WN AND CONDITION CALL OUTS _ L AND CONDITION CALL OUTS W ; ♦L Q c " OPEN GYM = EXERCIS 'OOM JANITOR = - JANITOR STAT./.. STL BREAK ROOM 1"LONG POWDER ACTUATED FASTENERS WOMEN'S MEWS H Cl) i Q- "c o _ W • OT TO FROM STL SILL PLATE TO CONC. FLOOR — — IN TWO ���F AT 24"OC OR 8'FROM END CONDITION, 13 TYPICAL FOR ALL NEW STEEL SILL PLATE ATTACHMENT. N)\1\ UO 0) __� — MOP SINK W >I I- - _ J 1- IX CO CD W CV CO G G 2 G1 WALL SECTION G8 WALL SECTION SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" CI ®Z 4 i___ .. F F Q ILI(-112 12111 CI— In=CL \ -. . II:g 0 N N N \ \ \ E \ \ E \ \ N N N N \ \ N \ \ \ gg _ r� M11nal' ..- . 600S125-33 AT MID POINT OF WALL D `�J PIA BEWTEEN OFFlCE 103 AND TREATMENT 104 . AND TREATMENT 104 AND TREATMENT 105 PROVIDE 6"X 48"ACOUSTICAL BLANKETS _ OVER PARTITION,CONTINUOUS - I \s m o - o a 11III1Ili11 \H' NI11[)1III1111 ' . C � _ C z o - — - a. _ = AT DOUBLE WALL,CONNECT AT TOP AND MID- = cc _ = = POINT WITH 3 5/8"STUD WITH (3) 8 SCREWS o _ — EACH SIDE WITH 1'AIR GAP. INSULATE PER WALL 1- L., - - TYPES. Co m _ - — = NOTE: co a, —_ — — BEWTEEN oma 103 AND TREATMENT 104 o N AND TREATMENT 104 AND TREATMENT 105 > al .- .- _ _ PROVIDE 600S125-33 DIAG.BRACE AT MID- CL ~ POINT OF DBL WALL TO NEAREST STRUCTURE D — - ABOVE z 1= 0, — _ B — _ -.- B Drawn REFER TO SECTIONS G1 &GS FOR SIM. MATERIAL Checked AND CONDITION CALL OUTS Approved — J= HGK _ = Project No. 18-6323 _ OPEN GYM - LOUNGE - __ OFFICE = = TREATMENT - - — Title IL A /\Ti\ A Sheet No. A8 WALL SECTION • SCALE: 1/2"=1'-0" A301 1 1 2 1 3 I4 1 5 1 6 1 7 8 I9 1 10 1 11 I12 I13 I14 I15 I16