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Plans BU P2018 - 00309 2 of 2 R-&\- -cA- cu-ooq0E-J--Q7A- wash .0,ai.)--- CON� CtS ,4PPLIC�,BLE CODE INFORMATION LR BUILDING: 2014 Oregon Structural Specialty Code (OSSC) tEN,4NT / OWNER TENANT'S DESIGNERNA HoKu based on the 2012 International Building Code (IBC) NA HOKU NI DESIGN NA HOKU, INC. I I TALGOTT NOTCH ROAD ELECTRICAL: 2017 Oregon Electrical Specialty Code, (OESC) 3041 UALENA STREET, 12th FLOOR FARMINGTON, CT 06032 based on the 2017 NFPA 70, Nation Electric Code HONOLULU, HAWAII 16811 �ol`� OESC table of amendments: Oregon amendments CONSULTANTS PH: (808) 837-1231 PH: (860) 618-1146 XIO5 FAX: (808) 831-1358 FAX: (860) 678-`1111 to the 2017 NEC Project Management * Design CONTACT: DONOVAN AGOR CONTACT: MAURO J. BALBONI, JR. MECHANICAL: 2014 Oregon Mechanical Specialty Code (OMSC) 12035 Colwick E-MAIL: DONOVANAGOR@NAHOKU.GOM E-MAIL: MBALBONI@NIDESIGN.NET OFFICE COP based on the 2012 International Mechanical Code San Antonio, TX 78216 ENGINEER ARCHITECT OP RECORD (IMC) &the International Fuel Gas Code (IFGC) fax (210) 408-1860 RSCONSULTANTS RSW CONSULTANTS 5[iizvau. S rrinEstyezvekrs 1.nce 1, 24 Cif of - I and PLUMBING: 2014 Oregon Plumbing Specialty Code (OPSC) 0273 12035 COLWICK 12035 GOLWICK SAN ANTONIO, TX -78216 SAN ANTONIO, TX 78216 Appr Ved Plans based on the 2015 Uniform Plumbing Code (UPC) By Date-) ?=�7 !.1 1611 ENERGY CODE: 2014 Oregon Energy Efficiency Specialty Code ED PH: (210) 408-1860 PH: (210) 405-1860 based on the 2009 Energy Conservation Code �� .. FAX: (210) 408-0213 FAX: (210) 408-0273 ' r�Gj _� � � CONTACT: ROBERT STANLEY CONTACT: JIMMY POWERS \ /aS in ton ACCESSIBILITY CODE: 2010 ADA Standards 1 ICC 1ANSI A117.1-2009 - Baseline �1MMY, WERSquare / 5682 tEN�NT COORDINATOR MtL MANAGEMENT for Alternate Methods/Equivalant Facilitation/Alterations � �• M7VERS/LClTyTEXASMAGERIGH MAGERIGH Space #B 03 B USE GROUP: Group M - Mercantile I y' �$ (No change in Use or Occupancy type) -y7, , / G� 141 l NORTH TATUM BOULEVARD WASHINGTON SQUARE F4F ORS PHOENIX, AZ 850028 1585 5. WASHINGTON SQUARE RD. Portland, R 22 BUILDING TYPE: TYPE II-N:PORTLAND, OR 17223 9PH: 1602) 1536377 Unprotected, Non-combustible, Fully Sprinklered CONTACT: CHARLENE SIROKMAN. ROGER OTT, OPERATIONS MANAGER LEVEL OF ALTERATION: Level 1 TENANT COORDINATION, WASHINGTON SQUARE SENIOR MANAGER SCOPE OF WORK: Interior Buildout and Storefront E-MAIL: Gharlene.sirokman®macerlch.com RECEIVED HVAC: Modify Existing PH: 602) 153-6542 SPRINKLERS: Modify ExistingDEC 2 7 2018 NOTE: CONTRACTOR FAX( (602) 153-8344 ELECTRICAL: 344 ModifyExisting MUST CHECK AND VERIFY CONTACT: KATHLEEN SHEPHERD, PLUMBING: Modify Existing CITY OF TI( ARD ALL DIMENSIONS AND FIELD ADMINISTRATOR, TENANT COORDINATION DUILDING DIVISION MININNGT HE BID PRICE. ANY OF EXITS: (1) Required - (2) Provided VARIANCE SHALL BE MAX. TRAVEL DIST. TO EXIT: 250 FT. (Actual: 57'-10" FT.) REPORTED TO THE CON- Employees' work area is located within 280 ft. from mall facilities and drinking MTM IATELDYEPEOREXTRAS NO- No products containing asbestos or fountain. (1) Unisex toilet room, mop sink, req'd. and provided. D.F. not req'd. MILL BE PAID FOR WORK - any other hazardous material shall Separate facilities are not required, occupant Toad is 100 or less. DDONEF CHECNE THE EXISTITHE NG OF be specified for nor used during PROJECT MUST COMPLY WITH ANY AND / OR ALL OTHER STATE AND LOCAL CODES, CONDITIONS. construction of this store. AND ALL CITY ORDINANCES WHICH MAY AFFECT TENANT STORE CONSTRUCTION. I. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, OPERATIONS MANAGER - CONTACTroger.o - 2. THE FINAL 503-631-8865.t@mocerIch.com OR INDEX LANDLORD APPROVED DRAWINGS SHALL BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR AND I�� SHALL BE KEPT ON-SITE AT ALL TIMES. 3. TENANT'S GENERAL CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.1. WORK AND / SH T. DESCRIPTION SI-IT. DESCRIPTION COMPLETE LANDLORD'S PUNGHLIST AS DIRECTED BY LANDLORD'S REPRESENTATIVE. 4. TENANT'S GENERAL CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED VENDORS - SEE CRITERIA FOR INFO. V T. I I `` t ^ I I TITLE SHEET W/ LOCATION AND KEY PLAN M.1 MECHANICAL PLAN 5. PRIOR TO SAW GUTTING OR PENETRATING THE EXISTING SLAB, VERIFY LOCATION WITH ON-SITE LANDLORD Sly BM i T l 41. RE U I REMENTS AI.O DEMOLITION PLAN M.2 MECHANICAL SPECIFICATIONS REPRESENTATIVE. TENANT'S GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL AI.I FLOOR PLAN E.1 LIGHTING PLAN UTILITY CONDUITS. 6. TENANT'S GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRIGADE AND STOREFRONT. ANY ARCHITECTURAL 1 DESIGNED SEPARATE AI.2 FLOOR / NALL FIXTURE PLANS E.2 POWER PLAN MEP I STRUCTURAL AND DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT THE TENANT'S GENERAL CONTRACTOR'S EXPENSE. SUBMITTAL REVIEWED BY: REQUIRED I BY:INSPECTION TTPERMIT AI.3 ACCESSIBILITY AND LIFE SAFETY PLAN E.3 ELECTRICAL SCHEDULES I 7. NOTHING 15 PERMITTED TO BE AR-ACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. T.G.G. 15 ELEMENT DESIGNATEDOR BY: REQUIRED A2.0 INTERIOR WALL ELEVATIONS E.4 ELECTRICAL SPECIFICATIONS REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR STRUCTURAL A2.I WORK AND TOILET ROOM ELEVATIONS P.I PLUMBING PLAN STEEL WHICH EXIST ABOVE THE TENANT'S SPACE. SIGNAGE ARCHITECT ARCHITECT YES YES A3.0 CEILING LAYOUT PLAN S. A WATER SHUT-OFF VALVE (IF NOT EXISTING) MUST BE INSTALLED AT EYE LEVEL, USING A SALL-TYPE VALVE, AND (DEFERRED) REFLECTED CEILING PLAN CLEARLY LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN (IF NOT EXISTING) IN TOILET ROOM. MEP MEP YES 1 I. THE TENANT'S SIGN CONTRACTOR SHALL SUBMIT STOREFRONT SIGNAGE DRAWINGS UNDER SEPARATE COVER TO THE FIRE ALARM ENGINEER ENGINEER YES (DEFERRED) A4.0 STOREFRONT SECTION - - PLAN 1 LANDLORD AND TENANT'S ARCHITECT FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION AND INSTALLATION. \i/A4.1 STOREFRONTSECTION - PLANS MEP \i/A4.2 STOREFRONT SECTIONS SPRINKLER ENGINEER ENGINEER YES (DEFERRED) \i/- A4.3 STOREFRONT SECTIONS \2�A5.0 FINISH / DOOR SCHEDULES A6.O MISCELLANEOUS DETAILS VI INf1 =IAN SI -IM =1 AN : Y L-1,-- 1 ANmn ,c?1,:t, 0 � NAH0Ku STORE T,tBULt4T I ON ul ij OCCUPANT ..'. a lii�_ n �.. i ,mm m l if- ' a►t, t _ Washington Square SQ. FT. 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I � I111�I I = ��E�arnt rlitc�_ i \ _J ��' s Er loin S ;' , -- _- mss.•,. Z i�.stic _- - _ �Ie I I :..'" 13 inriiunIIIIIMuuuI1 Qs 111%. 13Expotz,vem‘p._.....„-d.r r f ILI �Y ...m i... Ir. N . �� i ire JDRAWN BY: DATE: , . D , ,- z ; � �-� ��� ate-, � ,.�� �� .i ` ._- . , � f �. . _ z. f € S.W.serious _ _ WRU 0/4/18 \ .-"-1 ' FERRY RQIIDi ,... ww .,,,..,,,.._ ..,-....... ... .....-,, CHECKED BY: DATE: � Ti'g�rd Plaza- �, � �tv -�� �� 1 , �� ,,:•,.\ ��7 w -a : - .�m, - �i r 1 MJB 10/22/IS _._ I; - SCALE: r, -'-- e'er�c: ,:;•d ice. i i I �= ----14-1.--__ : - i r >D,r w � ��� ���-., 2�� �`‘�. 15 �� � �' EPOS NOTED SHEET: ppJV"9ii A TITLE SHEET W/ NORTH = NORTH LOCATION AND KEY PLAN III1I NORTH NORTH NORTH , 1 ER1 • r•r`PIC44 PIART ! TION TP S T`'P I CAL DOOR TYPES DOOR SCandEDLLE W1 STRUCTURE ABOVE NO SIZE MATERIAL HARDWARE NOTES NO CONNECTIONS 7'-ci 3/4" (GUIDE TO GUIDE) DIA 7'-1 3/4" X 10'-0" ROLL-UP METAL GRILLE F, G (I) RECD. - MOTORIZED (COMPLETE W/ SWITCHING 4 EMERG. RELEASE) CONSULTANTS TO DECK ABOVE 1' t DIB 7'-1 3/4" X 10'-0" ROLL-UP METAL GRILLE F, G (I) REQ'D. - MOTORIZED (COMPLETE W/ SWITCHING 4 EMERG. RELEASE) ALLOWED _ D2 3'-0" X T-o" X I 3/4" DECORATIVE SOLID GORE WOOD K INTERIOR - DECORATIVE - SLIDING POCKET DOOR Project Management * Design 1110 �� FIRE CAULK \ - r'`' G.G. TO PROVIDE HARDWARE - NO LOOKS AS RECO `� 12035 Colwick HEAD �''�!f 3:-0:: 3:_O" D3 3'-O" X T-0" X I 3/4" SOLID CORE HOOD PREFINISHED B, D PASSAGE - FLUSH (EXISTING) San Antonio, TX 78216 CASING BEAD AT - / / •/ / " „ tel. (210) 408-1860 EACH SIDE SEAL r ~~ \,, 5" 5" D4 31-0" X 11-0" X 1 3/4" GALV. STEEL,PAINTED B, E, H, J (EXISTING) 1 HR. RATED fax (210) 408-0273 ,' �' Z, 8 10 ip 5 5/5"STUDS IS GA. MTL. ((/ / \\ Ab.O> A6.0> H�4RDUJ�4RE NOTES : NOTE : 6111 N Pv PLAN 5/8" GYPSUM WALL u • _ A. TOP 4 BOTTOM PIVOT I IINGCS IN/ I IARDWARE AS SELECTED BY TENANT. E. REUSE EXISTING HARDWARE. EXISTING CLOSER AND PANIC BAR/ W ��D hi / TORP f AND SURFACES. SCXANT DOOR PULLS MODEL #S)CF'i10311 W/ ''C. DETEX PANIC ALARM/LOCK RELEASE HARDWARE TO BE REUSED. = I 8 r 55IM. / SIM. I-INIC.11. 18" CENTER TO CENTER / 24" OVER ALL LENGTH. (2 REQUIRED G.G. TO REFURBISH AND REKEY AS REQUIRED. S.C. TO PROVIDE (43" (----t71 u - / T'CR DOOR) (Gt"GI) NON-REMOVABLE HINGE PINS IF NOT EXG. G.G. TO PROVIDE A ,IIM1y 4WERS M MOISTURE RESIST. e NP 8 / 10 180 DEG. AT b0 A.F.F. IF NOT EXISTING. G.G. TO PROVIDE 5682 C� B. 3 FULL MORTISE BUTT HINGES WI SATIN CHROME FINISH. (GFGI) LEI 1 tRING TO RELABEL DOOR FOR "NA HOKU" WITH SILL I GYP. WALL BD. C a A6.0 / A6.0 a UyVERSAL CITY TEXAS a AT WET AREAS Q I p / C. LCVCR I'A'fACC SCT VU STRIKC AND SATIt1 ClIROt1C 1-INISII. (Gt"GI} SPACE NUMBER AS CURRENT TENANT PER LANDLORD REQ MTS. I 1, `� 6'-6" (TRIM/TRIM) " // THE LEVER O>- LEVER ACTUATED LATGHCS OR LOCKS SHALL DE CURVED WITI I A F. KEYED CYLINDER LOCK ON OUTSIDE, THUMBTURN LOCK 1z/Z7`�$ Gp 6'-5 I/4" (CLEAR OPENING) RETURN TO WITHIN 1/2" -INCA OF TI IC DOOR TO PREVENT GATGIIING ON TI IC ON INSIDE. OF 00 O HR. R,4T D N N >i Q- / CLOTHING OF PERSONS DURING EGRESS. u u UL-#465 O - i NOTE: _ 2 I/2" _ �/ G. PROVIDE SIGNAGE ON INTERIOR BOTTOM RAIL: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE 15 OCCUPIED. p u, I BOTTOM RAIL OF ROLL-UP GRILLE 0 �i ,� >\\\\\. �� 0 - 'k `� D. LEVER PRIVACY LOGKSET W/ STRIKE AND SATIN CHROME FINISH. (GFGI}N TO BE FINISHED BLACK TO MATCH g r \\ THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A H. CLOSER W/ SATIN CHROME FINISH. (GFGI) < GRILLE POCKET FINISH.GRILLE N RETURN TO WITHIN 1/2" INCH OF THE DOOR TO PREVENT CATCHING ON THE CASING STRUCTURE ABOVE. d GUIDES AND CURTAIN TO HAVE u \\ CLOTHING OF PERSONS DURING EGRESS. J. 1 HOUR RATED ('B' LABEL) BEAD NO CONNECTIONS TO ' AN ALUMINUM MILL FINISH. - SEAL DECK ABOVE O O \\ K. H.D. SLIDING POCKET DOOR HARDWARE: HAFFLE HAWA NOTE: CONTRACTOR ALLOWED. - m N- IH A m \ JUNID 8018 (GFGI) W/ ACCURATE #2000 SPRING LOADED MUST CHECK AND VERIFY ALL ODORS SHOWN MAY NOT BE USED ON THE EDGE PULL (S.S. FINISH) AND (2) N2002B FLUSH PULL TRIM ALL DIMENSIONS AND FIELD III \ \ \ PROJECT, REFER TO FLOOR PLAN. CONDITIONS BEFORE DETER- HEAD (SATIN CHROME FINISH) (GFGI) MINING THE BID PRICE. ANY VARIANCE SHALL BE \ \ 11 i_____ `' \ \ REPORTED TO THE SOLID GORE WOOD, PREFINISHED WHITE DOOR STOREFRONT D I SP ".,�''C' SOC INS S�I D INCAL"+45�.�" DOOR SPECIFICATIONS: CON- STRUCTION DEPARTMENT 1111 ROLL-UP GRILLES) WITH 2 1/2" OPENINGS WITHOUT LEXAN INSERTS FROM IMMEDIATELY. Na EXTRAS NA HOKU'S GATE VENDOR. DOOR SHOP DRAWINGS SHALL BE SUBMI I I ED TO FRAME SHALL BE 'TIMELY' COMMERCIAL ROLLING GLASS DOORS TO BE 'H?�FELE' LABORA SLIDING GLASS DOOR FITTING OR EQUAL., COMPLETE WITH 114" CLEAR TEMPERED PLATE WILL BE PAID FOR WORK CEILING AS DONOVAN AGOR AT NA HOKU, INC. PRIOR TO FABRICATION AND INSTALLATION. PREFINISHED METAL - COLOR WHITE GLASS, TOP AND BOTTOM TRACKS WITH RUNNERS. EACH GLASS PANEL SHOULD HAVE A MINIMUM OF 3 RUNNERS. ALL METAL TO HAVE A DONE DUE THE FAILURE OF SCHEDULED SOLID CORE BRUSHED CHROME FINISH TO MATCH THE STOREFRONT DOORS. G.G. SHALL SUBMIT SHOP DRAWINGS TO THE TENANT AND DESIGNER FOR CHECKING THE EXISTING Ili APPROVAL PRIOR TO FABRICATION AND INSTALLATION. DISPLAY CASE LOCKS WILL BE OFOI (ALL KEYED ALIKE - PROVIDE (10) KEYS. CONDITIONS. ROLL-UP GRILLE (OFOI� / DECORATIVE (OFGI) SOLID CORE FLUSH CEXC$.) DISPLAY WINDOW HARDWARE WILL BE 'KENSTAN'. CONTRACTOR'S GLAZIER SHOULD FURNISH AND INSTALL THE HOUSINGS FOR THE DISPLAY 6-:)-D NO SCALE G.G. TO COORDINATE ROUGH-IN AND D� NO SCALE D� NO SCALE WINDOWS. OWNER WILL SUPPLY AND INSTALL THE GORES FOR THE DISPLAY WINDOWS. HOUSINGS SHOULD MATCH 'KENSTAN' CORE INSTALLATION WITH OWNER'S GATE VENDOR. �— CORIA7-085CNNYNN. 35/8" IS GA. MTL. STUDS - CEILING A5III SCHEDULED 5/8" GYPSUM III 3'-0" SEISMIC SM I C D E�1, 115 P O R C 11. I N B T N I BH SC H D A ALL INTERIOR FINISHES SHALL BE A MIN. GLASS 'III' INTERIOR FINISH. WALL FLAME SPREAD RATING 76-200 / SMOKE DEVELOPED 0-450. 1 tBUILDING IS FULLY SPRINKLERED I ti I _,tom MOISTURE RESIST. \ 1 / CODE ITEM AREA SPECIFICATION SILL I I GYP. WALL BD. ( / i AT WET AREAS / SECURE SUPPORT WIRES TO ACT-I) ACOUSTICAL BREAK WORK AREA GFGI CEILING ARMSTRONG GORTEGA #76G-(WH) CEILING TILE; I I' / 24" X 48" X 5/5", COLOR WHITE GLASS A / SUSPENDED CEILING SUPPORT STRUCTURAL STEEL MEMBERS TILE (FLAME SPREAD 25 OR UNDER) PRELUDE 15/16" / TO MEET GISGA AND IBC ABOVE - NOT TO ROOF DECK EXPOSED TEE SYSTEM COLOR: (WH) WHITE O NON RATED / MINIMUM REQUIREMENTS ICBG#4357 / • 12 GA. VERTICAL HANGER WIRE / COMPRESSION STRUT REQUIRED ( B-I ) RUBBER BASE TOILET ROOM, WORK AND BURKE - MERGER VINYL HALL BASE - TYPE TV / AT EACH SEISMIC RESTRAINT CFCI BREAK AREAS 6" H. COVE BASE - COLOR: 101 BLACK / 12" (L EACH WAY AND WITHIN STRUCTURE ABOVE. / TRANSITION CARPET 4 PAD SALES AREA G.G. INSTALLED SETTING MATERIALS, NO CONNECTIONS TO - _ GIE ERQL 0EOLOHO HOMES 6'-0" OF EACH WALL „ DECK ABOVE Q \ OFCI CARPET: GFGI - 2-O REPEAT STRIPS AND PAD SUPPLIED AND INSTALLED BY G.G. ALLOWED. fi- \ I. SPRINKLER CONTRACTOR SHALL vER1FY ALL LIGHTING,SOFFITS,ETC. (4) 5 GA. SPLAY WIRES - SPLAYED PADDING: GFGI PADDING: SPONGE CUSHION, INC. - LUXURY STEP - BVOI00 - 120 OZ. 121 LB/GF DENSITY - SYN RUBBER 11111111111111111111 �� \ PROJECTING BENEATH THE CEILING PLANE AND CONFORM TO MINIMUM / ci0 FROM EACH OTHER AND 45 MAX. \ HORIZONTAL AND VERTICAL DISTANCES FOR EACH SPRINKLER HEAD. FROM CEILING PLANE (I0'-0" O.G.) ( FRP) FIBERGLASS TOILET ROOM WALLS KEMLITE GLASBORD W/ SURFASEAL PROTECTIVE HEAD \\ 2. ALL CEILING CONSTRUCTION,DEVICES,FIXTURES,ETC.SHALL BE SUSPENDED 45° CFCI RE-INFORGED (COMPLETE WITH TOP / SIDE / FINISH CLASS 'C' HALL PANEL FROM JOISTS AND/OR BEAMS ONLY- NOT FROM DECK,PIPING,OR �' PLASTIC AND CORNER TRIM AS RECD.) COLOR SELECTED BY OWNER CEILING AS SCHEDULED \ EQUIPMENT ABOVE STORE FRONT CEILING SHALL BE FLOOR SUPPORTED. .� (800) 435-0080 OR (815) 467-8600 \ 3. CEILING INSTAI I FR SHALL INSTALL FOUR(4) WIRE HANGERS FOR EACH 45 , • q� ' CROSS TEE P-I PAINT SALES AREA CEILING ICI 1575 V \ LAY -IN FLUORESCENT LIGHT FIXTURE,COORDINATE 11/F1 FCTRICAL N!1.11111444‘ \ CONTRACTOR. INSTALL PER LOCAL SEISMIC REQUIREMENTS IF REQ'D. - - 3 5/5" 18 GA. \ 4.T.G.G.TO SUPPLY ACCESS PANELS AS REQUIRED IN ALL HARD SURFACE CEILINGS. / / ,,„ GFGI (ONLY AS INDICATED ON PLANS) MP#72BB 07/285 0 :1-7-.* MTL. STUDS \ \ 5.VIDEO MONITORS ARE TO BE ATTACHED TO THE ROOF DECK. PHANTOM BLUE 5!8" GYPSUM WALL ��� FINISH; FLAT ti �' 18 GA. HOLLOW METAL DOOR �X i N14%41 ( P-2 , PAINT GENERAL HALLS THROUGHOUT ICI 152 0 (INSULATED) AND I6 GA. PRESSED / DOORS, TRIM AT WORK 4 MPI* 45YY 83/1156 (L/ CFCI BREAK AREA, AND SOFFIT FINISH: EGGSHELL CD WALLSLLI ` cQ O SILL GYP. WALL BD.5T MAIN RUNNER I— O O METAL FRAME, ALL GALVANIZED, I I - FACTORY PRIMED AND PAINTED CULTURED PEARL EGGSHELL � DOORS 4 TRIMS � �k � � ,...,- I I I AT WET AREAS WITH 2 GOATS ENAMEL s3 Acoustical Grid System PL-I PLASTIC SHELVES AT WORK AREA FORMICA I- Q 7. �# {C N ti GFGI LAMINATE (BACK OF HOUSE ONLY) #c34c1-58 WHITE 0 = U METAL FLUSH (EXG.) f " SCALE:N.T.S. FOR ACOUSTICAL CEILING TILE (GFGI) FINISH: MAI I t / FACE OF HALL • NON RATED D4 NO SCALE MIN. #727b-58 CONCRETE STONE eZ a- O 1 # FINISH: MA i i t 0- 12 GA.HANGER WIRE y ANCHORED TO PERIMETER j HALL ATTACHMENT TO GRID DERII MIL ©MOHO O ( [IOTIES S-I STONE STOREFRONT WALLS # STRUCTURE ABOVE. 5" SPECIALTY STONES KB6I NO CONNECTIONS TO 4 MAY BE WITHIN FROM THE OFCI (OFC I) BLUE MIRRORSTONE, POLISHED WALL,BUT THE WALL ATTTAGHMENT I. MAIN BEAMS SHALL BE ARMSTRONG#HD89O6 AND SHALL BE 4'-0'OL.(MAX) II3/4" X II3/4" X 1/16" - (214) 381-5405 DECK ABOVE HIRE MUST NOT EXCEED A LATICRETE PERMACOLOR SELECT GROUT ALLOWED. 1+ I 1/6 SLOPE(10 DEG) EITHER 2. CROSS TEES SHALL BE ARMSTRONG#X1.8145P AND SHALL BE 16"O.C.(MAX.J COLOR: *45 RAVEN (BUTT JOINT TO 1/16" JOINT) Q rom ' LOCATION ACCEPTABLE g " , FIRE CAULK PERIMETER WALL ANGLE SHALL BE I 112 x I I/2 20 GAUGE I® FLOOR TILE ENTRY FLOOR ANGELICA RUSTICO (OR SIMILAR) 6 ,: „ 6 HEAD --�� AS REQ'D MIN.#12 GA.HANGER HIRE AT EACH CROSS RUNNER OR MAIN GFGI (CFC!) TRAVERTINE HONED AND FILLED CASING BEAD AT ' RUNNER ANCHORED TO STRUCTURE 18" X 18" X 1/16" (SUBMIT SAMPLE FOR APPVL.) }- EACH SIDE 4 SEAL ' \ LATIGRETE SANDED GROUT (OR EQUAL) co ABOVE. NO CONNECTIONS TO SECURE SUPPORT WIRES TO j I 1 DECK ABOVE ALLOWED. STRUCTURAL STEEL MEMBERS COLOR TO MATCH TILE (I/8" JOINTS) 0 MI6" MTL. STUDS j K L VERIFY GA. IN FIELD \II ABOVE - NOT TO ROOF DECK _ MIRACLE SEALANTS CO. 511 IMPREGNATOR 11- / MIN. (SEAL) SEALER PENETRATING SEALER AT 5 2 5 0 MAIN OR CRO55 CFCI TRAVERTINE FLOOR SOURCE: MIRACLE SEALANTS CO. PLAN 'Milli5/8" GYPSUM WALL / RUNNER 12 GA. VERTICAL HANGER of 1. C WIRE (626) 8l4-8888 COMPRESSION STRUT REQUIRED z AT EACH SEISMIC RESTRAINT ® VINYL TOILET ROOM, WORK BREAK ARMSTRONG IMPERIAL TEXTURE O : i` -t--MOISTURE RESIST. 12" (L EACH HAY AND WITHIN CFCI il- COMPOSITION AREA FLOORS STANDARD EXGELON 51810 WASHED LINEN 1- ( Ib'-0° aF EACH WALL TILE 12" X 12" X 1/5" GYP. HALL BD. SILL I I � � Q � AT WET AREAS j (4) 8 GA, SPLAY WIRES - SPLAYED en WOOD DOOR, BASCDDARDS, WAINSCOTS, STAIN TO MATCH SAMPLE (Y W 0 I ! I j w r 1 -"' j SPACER BAR OR OTHER SUITABLE ,/ c10° FROM EACH OTHER AND 45° MAX. SEE OFFICE DOORS, DISPLAY GASES, 4 NOTE: ALL EXTERIOR WOOD SHALL O f ((V j SYSTEM,TO KEEP PERIMETER FROM CEILING PLANE (10'-0" O.CJ NOTE CASH WRAPS* p (N ii (V j COMPONENTS FROM SPREADING APART. 45° *NOTE: ALL DISPLAY GASES INCLUDING HAVE 'MARINE FINISH'. w . e i HR. RATED / 5" (REQUIRED REGARDLESS OF LEDGE MAX REG LE CASE GLASS 15 GFGI. ALL OTHER WIDTH) TRIMS, WOOD 4 0 1 11J UL-#4b5 45'.... DOORS, MILLWORK Q CROSS TEE FINISH CARPENTRY IS TO BE OFCI. cS3 dS 0 Ia \ 1/2" x I Ill"20 GA.HALL ANGLE I-- Ln ' cl 01 #8 x I" SHEET Q METAL SCREWS INTO ?° z TERMINAL END TREATMENT WITH METAL STUDS Al4.r- NNISIII SUPPORT LEDGE LESS THAN 7/8" AT 16" (E MAX. , ► PRAWN BY: DATE: INRU 10/11/18 MAIN RUNNER CHECKED BY: DATE: Seismic Wall Angles ICBO #4357 ` Dull Grid Systems 10/22/18 - SCALE: N.T.S. S2/ SCALE:N.T.S. FOR GYPSUM BOARD CEILING SCALE: AS NOTED / 2 SHEET: FINISH / DOOR SCHEDULES t4v8" ,t ` 4 `f/8" 1 3 5/8" MET. STDI F--� k DOOR AT 16" O.G. 5/8" TYPE 'X' Q I I/2" VINYL REDUCER GYP. BD. B/S 3 5/8" MET. STD 111 W/ / AT 16" O.G. CARPET STRIP — BLACK — BY 3/4" x 2 1/2" WD. / 3/4" x 4" HDiND. TRIM PAD FLOORING INSTALLER TRIM, STAINED TO W/ 1/4" R. EDGES CONSULTANTS MATCH FRONT SIDE ----)A, - PAINTED BD I V.G.T. ® 3 4" THK r N (TYP.) P-2 Project Management * Design POND. FRAME W-I / ��� 12035 Colwick I I I I I I I I METAL JAMB - San Antonio, TX 78216 PAINTED P_2 (N tel. (210) 408-1860 13/4" SOLID GORE DOOR (TIT fax (210) 408-0273 ARP 1 1 0 V.C. I . IN/ HDWD. VENEER (6) SCALE: NONE REAR OF DOOR STAINED r- IIII 13/4" SOLIDGORE I TO MATCH FRONT SIDE i DESIGN RECESSED DOOR P-2 `PI'S' ti � � " I FOR CEILING SUSPENSION: USE THE ARMSTRONG DRYWALL GRID SYSTEM: MAIN BEAMS L ® �- ._. 7, - �'�� GREY I/8" GROUT J y- r U JiMM ,CT f OWERS SHALL BE ARMSTRONG #HDEA0b AND SHALL BE 4'-0" O.G. (MAX.), CROSS TEES SHALL BE MARBLE / JOINT (TYP) �' (� ARMSTRONG #XL8945P AND SHALL BE Ib" O.G. (MAX.), AND PERIMETER WALL ANGLE SHALL HEAD (JAMB SIM.) HEAD (JAMB SIM.) THRESHOLD + ' / 5682 ,_..3 EXISTING (ADA EXISTING r U,NI�E SAL CITY TEXAS BE I 1/2" x I 1/2" 20 GAUGE. CERAMIC COMPLIANT) CERAMIC LJf FOR SOFFIT SUSPENSION: USE 20 GA. 3 5/8" METAL STUDS AT 24" O.G. SECURED BY 2 #8 13/4" SOLID TILE TILE l.� iZ'Z7'1$OC) 0 GORE DOOR 7,---.7..."' �O , / PAN HEAD SCREWS AT Ib O.G. \2/ 4 I 1 94/1 O PROVIDE SUPPORT I . Ill ' .. . . _ •• . ABOVE DROPPED ; ,1 . _ .k SOFFIT THRESHOLD THRESHOLD\------------------------, ALL FLOORING EXG. CONCRETE SLAB TRANSITIONS TO BE 4FLUSH � LEVEL. �� 4 ,, S DOOR DE I I IAli_ NOTE: CONTRACTOR � - - MUST CHECK AND VERIFY rFt—ADSIM ( HEAD SIMALL CHECK AN AND FIELD SUSPENDED GYP. BD. ' s I SCALE: 3" = I'-O" 1 ° SCALE: 3" = 1'-O" NOT TO SCALE CONDITIONS BEFORE DETER- MINING VARIANCE SHALL BE GElL1NG AT it,-6" A.F.F. � THE BID PRICE. ANY REPORTED TO THE CON- 1 DEPARTMENT IMMEDIATELY. NO EXTRAS f do j Co WILL BE PAID FOR WORK 1 METAL TRANSITION STRIP— CLOSURE LINE CHECKI G THE EXISTINDONE UE THE G I ; CARPET ff PAD TO MATCH BRUSHED CHROME (TYP.) CONDITIONS. `~' `> -> `T` ® I/8" GROUT JOINT 1/8" THK. ST. STL. 3/4" HDWD. GAP FULL BULLNOSE i ANGLE—SHAPED MIN. DIMENSION h STONE TILE OUTLINE OF I" x 4" HDP TRIM W/ .410'-0", _ ,;;� _ '� 7. _ I/8" GROUT JOINT (7YP.) A.F.F. ( S-2 ) MALL TILE 1/4" R. EDGE BELOW GAP TENANT STONE ��. TILE id 1/4 ROUND TRIM AT TRANSITION o y��� -- _ ® _r77111111 FROM MIRROR TO WOOD ci0 METAL :.__ _ ' __3 CORNER BEADS tNS+�� z i 1 i I 1/2 METAL STUD (TYP.) NOTE: ALL FLOORING -f w VARIES, SEE REFLECTED TRANSITIONS TO BE Q �111� EXISTING STRUCTURAL TUBULAR NOTE: ALL FLOORING �II STEEL COLUMN CEILING PLAN FLUSH LEVEL. TRANSITIONS TO BE _� FLUSH 4 LEVEL. A m iii 5/b" TYPE 'X' GYP. BD. (TYP.) SOF1 I 1 - I , I r I I I E fCARPET I I t O I f MTL. CORNER BEAD (TYP.) SCALE: I 1/2" = I'-O" SCALE: NONE NOT TO SCALE 1/4" TH. CLEAR PLATE GLASS �� MIRROR (GFGI) (TYP) Plan SCALE : 1 1/2" = 1'-0" NOTE: ALL TRIM $ VENEERS j TYP. BOTTOM OF 7 ' [ \ CEILING HEIGHT VARIES n,i BOTTOM OF CONT. MTL. TOP RAIL EM -. STRUCTURE STRUCTURE C:iANY COLUMN AT CASEWORK ` Q LINE TO BE GLAD WITH MIRROR UNLESS OTHERWISE NOTED. l�"4 O S ADD A I/4 ROUND WHERELu ` O� '� /` MIRROR MEETS CASEWORK. -Js,'. O O—.4 0: _ c,: Q\ i '-' 4 . S �� � SUSPENDED GYP. BD. 9 I/4" TH. CLEAR PLATE O 0- O CEILING (OR ACT) SUSPENDED GYP. BD. GLASS MIRROR (GFGI) sl 5/8" TYPE "X" GYP. BD. ON CEILING (OR ACT) FACE OF WALL 3 5/8" x 25 GA. MTL. STUDS AT Ib" O.G. BOTH SIDES TO MIN. 5" ABOVE CEILING LINE1/4 ROUND TRIM AT 3/4" HDWD. GAP r2 FULL BULLNOSE TRANSITION FROM \ MIRROR TO WOOD Q \ ` NOTE: C ', ALL TRIM VENEERS® TYP. r L. ___\\\\--- �u�LG EE X m 5/8" TYPE "X" GYP. BD. ON 3 5/8" x 25 GA. MTL. STUDS 1 x 4 HDD TRIM X u BOTTOM OF AT Ib" O.G. BOTH SIDES TO I/4" R. EDGE > X MIN. b" ABOVE CEILING LINE W/ I/4" R. EDGE I" x 4" HDWD TRIM W/ w � QS 0 STRUCTURE1/2" x 2" HDWD. TRIM W/ 1/4" R. z 1 EDGE OR CHANNEL (CONSULT BRACING WIRES IN b" THK HDWD. BASE BD. 1/2" x 4" HDWD. TRIM o z N co FOUR DIRECTIONS AT '� W/ 1/4" R. EDGE OWNER) D w EACH PARTITION ATTACH RUNNER TRACK TO Pi/EASED EDGE MITER AT CORNER, TYP. m AT 48" O.G. MAX. m 4 v .% CEILING GRID @ 32" O.G. < z ATTACHMENT POINT -co tX /L I/4'' THK. HDWD. VENEER PLYWD. OVER 1/4" THK. HDWD. VENEER PLYWD. k t A t EXISTING CONCRETE 1/2" THK. PLYWD. OVER 1/2" TH. PLYWD. o cv E N FLOOR SLAB s` > N 1 / 1 / I ui 3 5/8" x 25 GA. RUNNER b" THK HDWD. BASEBD. W/ `s' p p 1 - I FINISH FLOOR /\7-V/ TRACK RAMSET AT 32" O.G. '" EASED EDGE d3 O AS SCHEDULED T v 7 �� MITER.AT CORNERS, TYP. d BASEBD. IN/EASED EDGE -Q cN/ 6 THK HDWD. cv Nkr) SUSPENDED GYP. BD. F F L �J MITER AT CORNER, TYP. F Fo _ Q z CEILING (OR ACT) 5/8 TYPE X GYP. BD. ON _T /I $ L $F F L z 3 5/8 x 25 GA. MTL. STUDS AT IS" O.G. BOTH SIDES TO DRAWN BY: I DATE: MIN. b" ABOVE CEILING LINE USE CUSTOM CASEWORK FILLER WRU 10/11/18 BELOW MIRROR AT LOCATIONS WHERE COLUMN ENCLOSURE IS CHECKED BY: DATE: ADJACENT TO DISPLAY CASEWORK. MJB 10/22/18 Elevation SCALE: SCALE : 7 7/2" = 1' 0" AS NOTED I K A L INTERIOR N 4 1- 1 -fl ONS SHEET: I l C A L I t\I T l O N 4 T I I I ONS UJ,� I N S O 1 SEC• 1 IONCOLUMN CST/VI— MISCELLANEOUS DETAILS 1I SCALE: 1 1/2" = I'-O" K2} SCALE: 11/2 - I -O (3) SCALE: 1 1/2ti = 11-0" 4 SCALE: 1 I/2" = 11 -Dn A _ `J p ,