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Home My WebLink AboutCOMA2004-2150CITY OF GRAPEVINE 200 S MAIN ST. GRAPEVINE, TX 76051 * ** P E R M I T * * * PERMIT NUMBER TYPE: COMMERCIAL ADD /ALT APPLICATION DATE APPROVAL DATE PERMIT /ISSUE DATE: EXPIRATION DATE THIS IS CERTIFY THAT: ALGIERE CONSTRUCTION SERVICES HAS PERMISSION TO BUILD /INSTALL: RENOVATION TO MEETING SPACE AND RESTROOMS "DFW LAKES HILTON" FOR: ALGIERE CONSTRUCTION SERVICES 13410 PRESTON RD 41368, DALLAS, TX, 75240 LOCATED ON THE FOLLOWING DESCRIBED SITE: PROPERTY ID NUMBER: 9083 lA D F W HILTON ADDITION BLK LOT 1A ZONE: HCO BLDG CODE: 1FR,R- 3,HCO,ELEC.& PLUMBING STREET ADDRESS: 1800 STATE HWY 26 TOTAL COST 120,000 SQ. FOOTAGE: 0 0 TOTAL VALUE: 120,000 0 REQUIRED SETBACKS LEFT : 0' 0 RIGHT: or 0 FRONT: 0' 0 BACK : 0' 0 SIGNED BY DATE SIGNED: PO4- 0002150 06/28/2004 06/30/2004 07/02/2004 03/23/2005 LIVING OTHER TOTAL FEES: TYPE AMOUNT TYPE AMOUNT BUILDING PERMIT FEE 987.25 PLAN REVIEW FEE 641.71 TOTAL FEE: $11628.96 TYPE: CITY OF GRAPEVINE 200 S MAIN ST. GRAPEVINE, TX 76051 * ** P E R M I T ** * ELECTRICAL CONTRACTOR PERMIT NUMBER APPLICATION DATE : APPROVAL DATE PERMIT /ISSUE DATE: EXPIRATION DATE . PO4- 0002150 06/28/2004 06/30/2004 08/13/2004 03/23/2005 THIS IS CERTIFY THAT: METRO ELECTRIC HAS PERMISSION TO BUILD /INSTALL: ELECTRICAL CONTRACTOR COMMERCIAL ADD /ALT FOR: ALGIERE CONSTRUCTION SERVICES 13410 PRESTON RD #1368, DALLAS, TX. 75240 LOCATED ON THE FOLLOWING DESCRIBED SITE: PROPERTY ID NUMBER: 9083 lA D F W HILTON ADDITION BLK ZONE: HCO BLDG CODE: 1FR,R- 3,HCO,ELEC.& PLUMBING STREET ADDRESS: TOTAL COST : TOTAL VALUE: 1800 STATE HWY 26 120,000 120,000 REQUIRED SETBACKS LEFT : 0' 0 RIGH FRONT: 0' 0 BACK FEES: TYPE ELEC.PERM.ALT /FINISH SQ. FOOTAGE: LOT 1A 0 LIVING 0 OTHER 0 TOTAL SIGNED BY T: 0' 0 0' 0 DATE SIGNED: AMOUNT TYPE AMOUNT OUTS 72.00 TOTAL FEE: 0 a a a v 4 4 4 4 1 0 4 m 0 $72.00 CITY OF GRAPEVINE 200 S MAIN ST. GRAPEVINE, TX 76051 * ** P E R M I T * * * PERMIT NUMBER TYPE: PLUMBING CONTRACTOR APPLICATION DATE APPROVAL DATE PERMIT /ISSUE DATE EXPIRATION DATE PO4- 0002150 06/28/2004 06/30/2004 08/25/2004 03/23/2005 THIS IS CERTIFY THAT: AABC PLUMBING, INC. HAS PERMISSION TO BUILD /INSTALL: PLUMBING CONTRACTOR COMMERCIAL ADD /ALT FOR: ALGIERE CONSTRUCTION SERVICES 13410 PRESTON RD #1368, DALLAS, TX. 75240 LOCATED ON THE FOLLOWING DESCRIBED SITE: PROPERTY ID NUMBER: 9083 lA D F W HILTON ADDITION BLK LOT ZONE: HCO BLDG CODE: 1FR,R- 3,HCO,ELEC.& PLUMBING STREET ADDRESS: TOTAL COST : TOTAL VALUE: 1800 STATE HWY 26 120,000 120,000 REQUIRED SETBACKS LEFT : 0' 0 RIGHT: FRONT: 0' 0 BACK : 0' 0 Of 0 SQ. FOOTAGE: SIGNED BY DATE SIGNED: IA 0 LIVING 0 OTHER 0 TOTAL FEES: TYPE AMOUNT TYPE AMOUNT PLMB PERM.ALT /FINISH OUT 292.50 PLMB PERM.ALT /FINISH OUT 220.50 TOTAL FEE: .............. $513.00 - - - -- L CHANGES MUST FEE APPRQNM t DRAWING SYMBOLS ELECTRICAL SYMBOLS GENERAL NOTES SHEET INDEX L 1 ❑ { ti I� L� 1 1 I V 1.1 The American Intdtute of Architects standard form (AIA DRAWING TITLE -� SINGLE RECEPTACLE ' SINGLE ond Document A201, 1997 Edition), "General Cttfons of the 121 Contractor to vertfy site, location and charactertstles of all t and eld a openings SCALE: - -1 - 0 OUTLET RECEPTACLE FLOOR QUti. Contract for Construol]W, le hereby made a part of these Contract Occuments. rec construction motif end Hotly engineer yr dlserepenoles. before engineer f di to SHEET TITLE -ET ctof O "Yil Contractor vailty a111ocE�tlons of Dwnarlumished DOUBLE RECEPTACLE . • DOUBLE 1.2 The scope of work to be pelfomred Is as described In these General Notes, as shown on the aeoomponyIng drawings, equipment and prepare all surfaces accordingly. OUTLET RECEPTACLE FLOOR and to be further supplemented by explanatory details se 1.22 Typica ens typical for a sknil ar condtlons unless ELEVATION REFERENCE .� OUTLET required. The work shaft tnchde at labor and materials noted 1p6,1 /0$ required to complete the proct as Indicated In the 1.23 - Alf gn " means dollar components of construction a.g. , f i D -O GENERAL N V T E S GFI OUTLET TELEPHONE FLOOR Contract Documents. wells, jambs, etc.) shall align somas volds or with r SECTION REFERENCE �, c � 1.3 The General Contractor shall notify Desgr immediately 11 he cannot compiy with aft notes celladIbTonthis existing wall. ID6.1 /08 TELEPHONE sheet and on all other Vivian Nichols & Associates drawings. t.24 Where contractor Is deemed necessary l Insure gandlo blocki g I Is to provide additional anchoring face bkscking In stud partition for milork. All suraca ID 0.1 A DA REQUIREMENTS & STANDARD IDS.1 /os QUADRUPLEX . 1.a All design draarirrgs end ail carwstlwxdorti notes are blocking Is by Millwork Contractor. " RECEPTACLE OUTLET complementary, and whet Is oeRed for by either will be - . ! binding fe e es K carted for by eft- Any work shot be or referred any one sett tlrarawi a shah be provided 1,25 All sub - contractors to clean sli areas during and after FIXTURE MOUNTING HEIGHTS DOUBLE OUTLET' y HOUSE h h as though shown on all related drawings, construction and make ready for other trades foliorMng. At final phase, leave area clean for move4n. PLAN DETAIL REFERENCE W /ONE HALF TELEPHONE 1.5 All work listed or Implied on the design drawing sheets or 96 'WALL TYPES SWITCHED notes shall be supplied and hrstatted by the General 1,26 All wall angles era either or a5 degrees unless noted Contractor with the exception ot: otherwise. SWITCH 44 p PUBLIC TELEPHONE 1,61 Decorative lighting suppled by FFBE, Installed by G,C. 1.52 Carpet supplied by FFBE, Installed by G.C. 1,27 Ali wood veneers, plywood, millwork, and blocking shall be fire retardant. Treated wood with 9 flame spread no 1.5.3 Walckaverir'g euppiletl by FF &E, trtisteled by G.C. greater than 200 and shall beer, prior Installation, the Identification of an epptoved testing or Insr actio n i D! 1 LOWER LEVEL DEMOLITION PLANS al CONFERENCE ROOM THREE-WAY SWITCH TELEVISION + l However, agency showing the performance rating thereof. ROOM NAME/NUMBER 1201 OUTLET closely coordinate his work with that of the contractors 1.28 Refer to drawings far all details, sections and finish Hated above to assure all schedules are met schedule, 0 RECESSED 1.6 The construction notes and dmwings are supplied to 1,29 Arelhltect to coordinate any sprinkler heads, speakers, or i D •' 1.2 LOBBY LEVEL DEMOLITION PLANS CAN LIGHT Illustrate the design and ganaral type of construction specialty Kern located on Me reflected calling plan withh CLACK desired, and are Intended to Imply a premium quality of the Interior design drawings. OUTLET construction, material and workmanship Ramughout. KEYNOTE REFERENCE ^� 1,7 The GeneralCorttrgctor ,wrponecrxrptawwreofdrawlr�s, 1,30 Contractor Is to submit catalog cuts for all visible eteemal equipment, specifically , Noting ftxturss, KEYNOTE DESIGNATION EXISTING RECESSED � SMOKE assumes fur responsibility for the construction, r*ct des materais,andwarfkmanshlpoftheproJeetdeacrNoadln switches, buzzers, buttons, dimmers, special plates, gang and der equipment. I D �2 1 ■ LOWER LEVEL INFORMATION P LA N CAN LIGHT '� plates DETECTOR these notes and drawings, and Wit be expected to comply with the spirit as well as the letter In which they wars 1,31 In public Spaces where wall and tale phone, elecMc and writer television outlets are clustered to , group cutters to or cluster as lb q EMERGENCY RECESSED CAN LIGHT FIRE ALARM 1.8 The General Contractor steal documents o current a complete set of oonstructlon documents on site Burl al centeriine close each each other as possible. Wall mounted s noted and telephone outlets tD be located 12 "or as noted atwove ttnlsh floor, I D _2.2 LOBBY LEVEL INFORMATION PLAN are 101-0" A.F.F. phases of construction for use by all trades, mounted horizontally at center of covoplate. CEILING HEIGHT DATUM /WORK POINT 1.9 The General Contractor shall prmvtde all necessary 1,32 All floor mounted J -boxes to have polished brass carpet QJgNCTiON protection for his wmk until turned over to fie Clent. plates and coverptates flush mounted. 0) RECM BOX 1.10 The General Contractor shall subron an fabrication shop 1,33 Contractor to provide shop drawings on afl harKWis, I LOWER LEVEL RCP PLAN M HST drawings, and fixture cuts to the Oesigner for approval. millwork, marble or any other specialty Items for approval FINISH DESIGNATION AN shop drewings and cuts sigr tied "A{pxoved'shall byVNfan Nichols &Associates. ,,I supersede orginating drawings It design appearance only. (3 SPEAKER Contractor shall assume respon Uty for strum in these 1,34 Verify with Owner, method and disposal 01 demolltion FINISH REFERENCE Wa t WALL- WASHER �� beginning 1,11 Prior to the Contractor shah provide materials (If appleable). ID -3.2 LOBBY P AN L LEVEL RCP PLAN , Vivian Nichols & Associates a construction schedule showing the 1.35 Refer elevations for special door hardware allowances. FI N I S H NUMBER � BLANK chronological phases of his workk, and alt related work for the completion ar tha project. This achedule shat 1.36 These design documents are Intended to be a representatlon SURFACE MOUNTED CONDUIT AND Indicate all ordering lead time, length of tirrrra for each of the design Infant. They In noway represent a Complete mUtwo ►kpackegeordetaledshopdrawings. f -AREA NUMBER LIGHT FIXTURE JUNCTION BOX �asatb start arsand annplatim , with apropelled 1,37 Not Used I D�5.O RESTROOM PLANS F.F.8 E. SPECIFICATION 10 -:'05 1,12 The General Contractors, his subcontractor, or any other contractor Involved In this project shall take roots that 1.39 AiI millwork rated to he atakradartacquered is to be the finish rasponslbOy the Millwork Contractor. REFERENCE WALL MOUNTED any coat caused by defecthna work, as a resin of, but not of AN Knishes to be shop Knlshad. FIXTURE NUMBER LIGHT FIXTURE NrrNed to inferior workmanship or materials, improper scheduling or delinquent ordering shall beb "bythe responsible. 1.39 wall sconces are be furnished and twetellad by I -5 1 ELEVATIONS party deneral Contractor. r 1.13 The General Contractor shah furnish weekly fold piovess 1,40 Not Used j FLUORESCENT reports to the Designer for ail phases of constriction. IIC��II EMERGENCY FIXTURE 1.14 The General Contractor shaA fie drawings wMw the Department of Buildings, pay filing fee deposit and obtain 1.41 AN painted hardwood trim Is to be pakrtarJ with esemi- gloss flnlsh. AA finishes to be shop finished. �+ I � s"► D �>twJn LLL... 2 ELEVATIONS &DETAIL S � z approvals, and building permits. REVISIONS FLUORESCENT 1.15 All construction to be as per at applicable and governing I A2 Loudspeaker baffles, air grfles, slot diffusers, access panels, fire cabinets, cover plate, sprinkler head FIXTURE codes and outhorlties. These drawings are Intended to escutcheon, light fixture trims, and vents are to be CLOUD AROUND E ohm the same. painted to match adjacent surface. P -1 .O PLUMBING SYM BOL S AND NOTES REVISION AREA AFFECTED 1.16 AN plans are drawn to sonless much as possible, but are 1.43 Errors, ambiguities, and omissions: Anyenors, SINGLE FACE not Intended to be and should not be scaled. ambiguities and omissions In drawings and specificalk" EXIT SIGN shall be reported to the Owner and Designer for ooaactlan 1.17 Contractor shall furnish and Instal all requhimeft for before any part of the work involved Is started. Unless safely 1.16 otherwise expressly stipulated, tr few additional b because a of errors will be made In the Contracture favor because of errors, andlor P 1 LOWER LEVEL TOILET ROOMS PLUMBING Contractor sboli coominaite al vv* to akw ambiguities omissions which should two been CEILING HEIGHT DOUBLE FACE EXIT SIGN aoconIbtiltyy and use of aN adjacent space, discovered by him during the preparntion of the bid, and directed to the attention of the Owner ertitYor his agent. CEILING TAG cyp. BD. - MATERIAL t.l9repar� 0 construction, ydo Lion amt ponstbiator 1.44 Not used PT--21 F +• FINISH 1.20 Not Used 1.45 Low lustre enamel paint on any well surfaces ref red to P -2 r 2 LOBBY LEVEL TOILET ROOMS PLUMBING ae paint. 1.46 Marble thresholds In all public atone, guestrnom entries and guestroom baths by General Corrhgotor. FT FINISH DESIGNATIONS ABBREVIATIONS rHESi` PLANS ARE NOT REViEIAIED ..._... �. �... - IFOR HANDICAPPED CONTRACTOR SMALL CALL FOR ACCESSIerUrr AT ACOUSTICAL CEILING TILE t7' 1 l5 THE Pr`sPONSIsiUrY of INISPEC IT1ONS AFF Above Finish Floor EQUIP Equipment MAX Maximum ST Stone TO PROFE5s1pNAI. /BUiLt3ilyB pW��jCN �i P7� 410 ,,.., So ro AF ARCHITECTURAL FINISH (REFERENCE ARCHITECTURALDWGS.) AC Acoustical M Meter STO Storage OBTAIN THE NECESSARY APPROVALS I FROM THE PROPER CONTRACTOR REGISTRATION C CARPET ALUM Aluminum FFL Finished Floor Level MM Millimeter SQ Square STATE AND /OR AT Acoustical Tile FL Floor MIN Minimum FEDERAL AGENCY WILL BE REVOKED UPON CT CERAMIC TILE FLUO Fluorescent MISC Miscellaneous TEL Telephone BSMT Basement FS Full Scale MILD Moulding TV Television PERMIT EXPIRATION, OT DECORATIVE TILE BLDG Building FIFE Furniture, Fixtures TfP Typical GL GLASS OR MIRROR CPT Carpet and Equipment N North NTS Not to Scale UNO Unless Noted Otherwise ,, w...�._ - .._....�... CLG Ceiling GL Glass UR Urtnol MT METAL FINISH CH Ceiling Height GYP Gypsum OPG Opening MECHANICAL PL PLASTIC LAMINATE GM CL Centimeter Center Line HDWD Hardwood OPP Oppasttta OPT Option /Optional VIF VOS Verify to Field Verify on Site S�'PA'I�TE p'LUiVLBINGr ELEC'� CALL tax ;u SIGN PUMTCS CITY OF PT PAINT COL CORR Column Corridor HVAC Heating, Ventilation Air Conditioning QTY Quantity V VWC Vinyl Vinyl sir�z,,ti D` ORAPIEVIN>LP RELEASED QT QUARRY TILE HT and Height Walleavering FOR RF RESILENT FLOORING b DIET peep /Depth Detail H HOR High Horizontal R Radius REF Reference WC WC Wallctn+ering Water Closet CONSTRUCTION SP SPECIAL FINISH QIA Diameter RCP Reflected Ceiling Plan WP Water Proofing OHM DN Down INT Interior REQ Required WR Water Resistant RELEAgE$ Mi - 1R ST STONE DRWG Drawing REV Revision /Revised W/ With A±V1��.... IN WiTHHEJiLQING ELEC Electrical LT L Lights RM Room W/O Without CODE pit 2(Yljl� pit � HIS PLAN WC WALLCOVERING Long W Wide TO 13E KEPT ON 'rNE ELEV EQ Elevation Equal MFR Manufacturer SPEC Specification Standard WD Wood �ag AT ALL t"iNtS WD TRANSPARENT WOOD FINISH STD wF WALL FABRIC � BUILDING 1MgpEC'I`tC!!V DIV151ON RELEASE OMS 440T APPLY TO C"TRUCTiON W EASEMENTS OR ON P1 anti te% niP%"a.r ,._ - -_ - -- - - - -- L CHANGES MUST FEE APPRQNM t , I..■ m"' iv w Li 1 %W / N<b 3 „wM�Y+q/YY.yr - ':: rWWWt..rlL"- M,q.1/■■■■� - DRAWING DATE: - - JUNE 91 2004 Psa.: 2402 FILE NO.: PLOT SCALE: 1/8 =1 0 ar,04~ . W I rj- A 4A 46 n L 1 Vivian co CY) Q ko to CSI M ft t"y Zy� V en ot CV V r3 r� nichols Sill 4311 Oak Leven Avenue Suite 200 Dallas, Texas 75219 (214) 579 -9050 (214) 979.9053 Fax a W z w w i � z GENERAL NOTES ID 000 r A S ;sm KNm � s I OPTIONAL POST L_ AND BASE 4e mm ELEVATION PLAN (a) SfDE REACH POSSIBLE ---- -TO HIGHEST OPERABLE PART ELEVATION PLANS (b) FORWARD REACH REQUIRED TELEPHONE SCALE: NONE t PUSH SIDE Ir PUSH SIDE t PIaSH SIDE CLOSER PULL 'PULL Foe SfDE PULL � I I � z, •wesm � >w I 2' W NOTE: IF Y=80 ", THEN X =36" NOTE: Y =54" IF DOOR HAS CLOSER FRONT IF Y =54', THEN Xm42" c} LATGH SIDE APPROACHES - SWINGING (c) RING SIDE APPROACHES— SWINGING DOORS DOORS APPROACHES— swlNClrlc DOORS I (DIRECTION OF APPROAC ICI � I I S (d) FRONT APPROACHES - SLIDING (e) LATCH SIDE FRONT DOORS AND FOLDING DOORS APPROACHES- SLIDING DOORS AND FOLDING DOORS FIG. 25 NOTE: ALL DOORS IN ALCOVES SHALL COMPLY' WITH THE CLEARANCES FOR FRONT APPROACHES DOORS SCAL.E�NONE MIRROR - LEVER- VALVE +r rw. l %}ail t� Ile Ilk i tn- L_�_ CLEAR FLOOR S PAC E------ - .,- ...., -. I ' TOILET ROOMS SCALE: BONE 4 x r �r 1-W 3T CLEAR FLOOR SPACE E� CLEAR FLOOR SPACE SO• MIN. FIG, 32 .z• wN. +e- I � f � CLEAR I FLOOR SPACE (a -1) STANDARD STALL (END OF ROW) 3 t' 3' -6' I.50 a RAIL ASS OR CHROME) + s CL TOILE v. a �i a F (4) STANDARD STALL FIG. 30 (d) SIDE WALLS (c) REAR WALL OF STANDARD STALL TOILETS SCALE; NONE DlSQEI�IG UNtI 4w YIN M1 •- 6 • ,r H `— TOILET PAPER ENSPENSER MOUNTED @ ADA HEIGHT (H.C. STALL ONLY) 'tau (SIDE rwE,lL) SE4L a 1 (b) ALTERNATE STALLS MOUNTING REQUIREMENTS SCALE NONE 3 5%8' L 1/2" STEEL STUDS STEEL ST D5 rocGLl= BOLTS (TYP) 3/4" PLYWOOD GRAB BAR MOUNTING BOARD TYPICAL AT ALL GRAB BARS. SECURE TO STUDS WITH SELF TAPPING SCREWS V -4" O C, SPACING COVER PLATE (AN: STAINLES STEEL - SATIN) GRAB BARS SCALE: NONE 11/2" O.D, STAINLESS STEEL GRAB BARS SEE: ELEVATIONS FOR MOUNTING HEIGHTS. (FIN: SATIN) MOUNTING PLATE CERAMIC TILE 5/8" M,R, GYP, 8D. ACCESSIBILITY REQUIREMENTS: DOORS & OPENINGS: A.DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WITH DOOR OPEN 90. B,NON- AUTOMATIC DOOR APPROACHES SHALL HAVE MANEUVERING CLEARANCES THAT ARE COMPLIANT WITH DESIGNATED APPROACH CONDITIONS FOUND IN TABLE 25 OF TEXAS ACCESSIBILITY STANDARDS, C. ACCESSIBLE EXTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 112" IN HEIGHT, D.ALL DOOR HANDLES, PULLS, LATCHES, AND LOCKS SHALL BE OF A SHAPE THAT IS EASY TO GRASP IN ONE HAND AND SHALL BE MOUNTED NO HIGHER THAN 42" A,F,F. E. THE MAXIMUM OPENING FORCE FOR ALL INTERIOR DOORS AND EXTERIOR SLIDING OR FOLDING DOORS SHALL BE FIVE POUNDS —PER— FOOT, AND CLOSERS SHALL BE ADJUSTED SO THAT FROM A 70' OPEN POSITION, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM LATCH, TOILET ROOMS: A, WATER CLOSETS SHALL BE 17" TO 19" FROM TOP OF RIM TO FINISH FLOOR. URINALS SHALL BE A MAXIMUM OF 17" FROM THE TOP OF ELONGATED RIM TO FINISH FLOOR, B, GRAB BARS SHALL BE PROVIDED. SEE "HANDRAILS AND GRAB BARS ". C.CLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA NO HIGHER THAN 44" A.F.F. SEE "CONTROLS & OPERATING MECHANISMS ". D. ALL DISPENSORS SHALL BE MOUNTED WITHIN REACH PER FIGURE 29B OF TEXAS ACCESSIBILITY STANDARDS. E, TOILET STALL SIZE AND ARRANGEMENT SHALL COMPLY WITH DIMENSIONAL REQUIREMENTS DESIGNATED IN FIGURE 30 OF TEXAS ACCESSIBILITY STANDARDS. F* 30"X48" FLOOR CLEARANCES SHALL BE MAINTAINED ON APPROACHES TO LAVATORIES AND URINALS. G,LAVATORIES SHALL NOT BE MOUNTED HIGHER THAN 34,. TO RIM ABOVE FINISH FLOOR AND 29" MINIMUM FROM BOTTOM OF APRON TO FINISH FLOOR, LEVER — OPERATED. PUSH TYPE, OR ELECTRONICALLY CONTROLLED MECHANISMS SHALL BE USED TO OPERATE FAUCETS. H,MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF REFLECTIVE SURFACE NO HIGHER THAN 40" A.F.F. CONTROLS & OPERATING MECHANISMS: A.CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPfNG, PINCHING, OR TWISTING OF THE WRIST. OPERATION FORCE SHALL NOT EXCEED FIVE POUNDS PER FOOT, HANDRAILS & GRAB BARS: A. RAMP HANDRAILS: CONTINUOUS HANDRAILS SHALL BE PROVIDED EACH SIDE OF RAMP AND SHALL EXTED 12" (MIN,) BEYOND TOP AND BOTTOM OF RAMP SEGMENT, HANDRAILS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE RAMP SURFACE, $_ STAIR HANDRAILS: CONTINUOUS GRIP SURFACE HANDRAILS SHALL BE PROVIDED EACH SIDE OF STAIRS AND SHALL EXTEND 12" (MIN.) BEYOND THE TOP RISER AND 12" (MIN.) PLUS THE WIDTH OF ONE TREAD BEYOND THE BOTTOM RISER. EXTENSIONS SHALL BE PARALLEL TO FLOOR. C, CLEAR SPACE BETWEEN HANDRAILS AND GRAB BARS FROM MOUNTING SURFACES SHALL BE 1 1/2" AND ENDS SHALL BE RETURNED SMOOTHLY TO WALL, D. TOILET ROOM GRAB BARS: POSITIONING AND EXTENT SHALL COMPLY WITH FIGURE 30 OF TEXAS ACCESSIBILITY STANDARDS. GRAB BARS SHALL WITHSTAND BENDING, SHEAR, AND TENSILE STRESSES OF 250 POUNDS PER FOOT MINIMUM, GRAS BARS SHALL NOT ROTATE. E, REFER TO FIGURE 39 OF TEXAS ACCESSIBILITY STANDARDS FOR NOMINAL SIZES AND SPACING OF HANDRAILS AND GRAB BARS, TELEPHONES: A,A CLEAR FLOOR SPACE OF 30" X 46" SHALL BE PROVIDED IN FRONT OF TELEPHONES, B.COIN SLOT OF TELEPHONE SHALL BE 46" A,F.F, (MAX.) IF ONLY FRONTAL APPROACH IS POSSIBLE OR 54" A.F.F. IF SIDE APPROACH IS POSSIBLE. C ONE VOLUME CONTROL PHONE SHALL BE' PROVIDED WITH APPROPRIATE SIGNAGE, TABLES, WORK SURFACES & SEATING: A,ALL SALES, SERVICE, AND RESTROOM COUNTERTOPS SHALL BE 34" A,F.F, (MAX.) B. W CLEAR SHALL BE PROVIDED IN ALL SERVICE LINES AND AISLES BETWEEN CHAIRS, TABLES, AND WALLS (MIN.), GRfb RE TO URE ESD 5RUN AS REQUIRED 7/8" BAIT INSULATION FULL HEIGHT 2 1 fz" MM014TAL METAL MM BATT INSULATION FULL HMW ---•- - A 48' O.C. iYP. -- 20 GA. 3 -5/8' MTL STUDS d 16" O.C. 20 GA. 3 -5 /e MR STUDS A 16" O.C. Sm 5/8' GYP. BD. BOTH SIDES 5/8' GYP. BD. 80TH SIDES STEEL RUNNER SEE NOTE if STEEL RUNNER SEE NOTE 11 ACCOUSTICAL SEALANT BOTH SIDES --5 NTH i 1, ALL 14SUULA F4ILTI �EDRNE P$ S @ 3BF, NNECTEIO 8Q SLAB �IBEDMFNT W/ 7/8* DIA. K 14 GA. DISCS TYP. 2. GYPSUM WALLBOAR! 5 $'wTH(CK OFT. WIDE APPWE4 MIp CURED IaITtl 1 1/4 IN, LONG 5 SEIF' DRILLING, SELF - TAPPING STEP SCREWS SPACS r O,C. ALONG THE PfR1METE t MID 12w D.C. IN THE FIELD. SCREW ALONG SIDE JOINTS OFFSET 4 3, TAPE, BED AND MAKE PAINT READY ON BOTH SIDES OF OEMISING WAIL 1A FULL HEIGHT PARTITION SG1L N.TS. WALL TYPES SCALE: NONE GRID 1 r -Dw OR MATCH EXI$9TNG CHASE WIDTH. on 1. ALL ANAL 5ri10 RUNNR TRACTO BE .CONNECTED TQ SLAB BY DD,1 5 D L 1� #LiNNOO�SPINTYPS 0 32' O.C. 1 1/8 MIN, EMSEWENT W/ 7/80 21 24D WXLBMD 5 w,THICK 4FT. WIDL APPLaEp AND WED WITH 1 IN. LOIfC S SELF NIIllNG, SEtf- TAPPING L SCREWS S B` D.C. ALONG THE PERIMETER AND 12" O.C. KJ THE FIELD, SCREW ALONG SIDE JOINTS OFFSET 4' 3, TAPE, BED AND MAKE PAINT READY ON BOTH SIDES OF DEMISING WALL 4, PR041L1E 5/8' WATER RESISTANT GYP. BD AT ALL JANITOR CLOSETS, TOILET LfiCATIONS ANU ALL PLUMBING LOCATK5N5 FULL HEIGHT, 1B CHASE WALL SC+tIE: H.T.S. O Ll Of • DRAWING DATE: JUNE 9, 2004 DATE NOTE: X =12" IF NOTE; Y =48" MIN, NOTE: Y =4$" MIN, DOOR HAS BOTH IF DOOR HAS IF DOOR HAS CLOSER & LATCH BOTH LATCH & CLOSER CLOSER PULL 'PULL Foe SfDE PULL � I I � z, •wesm � >w I 2' W NOTE: IF Y=80 ", THEN X =36" NOTE: Y =54" IF DOOR HAS CLOSER FRONT IF Y =54', THEN Xm42" c} LATGH SIDE APPROACHES - SWINGING (c) RING SIDE APPROACHES— SWINGING DOORS DOORS APPROACHES— swlNClrlc DOORS I (DIRECTION OF APPROAC ICI � I I S (d) FRONT APPROACHES - SLIDING (e) LATCH SIDE FRONT DOORS AND FOLDING DOORS APPROACHES- SLIDING DOORS AND FOLDING DOORS FIG. 25 NOTE: ALL DOORS IN ALCOVES SHALL COMPLY' WITH THE CLEARANCES FOR FRONT APPROACHES DOORS SCAL.E�NONE MIRROR - LEVER- VALVE +r rw. l %}ail t� Ile Ilk i tn- L_�_ CLEAR FLOOR S PAC E------ - .,- ...., -. I ' TOILET ROOMS SCALE: BONE 4 x r �r 1-W 3T CLEAR FLOOR SPACE E� CLEAR FLOOR SPACE SO• MIN. FIG, 32 .z• wN. +e- I � f � CLEAR I FLOOR SPACE (a -1) STANDARD STALL (END OF ROW) 3 t' 3' -6' I.50 a RAIL ASS OR CHROME) + s CL TOILE v. a �i a F (4) STANDARD STALL FIG. 30 (d) SIDE WALLS (c) REAR WALL OF STANDARD STALL TOILETS SCALE; NONE DlSQEI�IG UNtI 4w YIN M1 •- 6 • ,r H `— TOILET PAPER ENSPENSER MOUNTED @ ADA HEIGHT (H.C. STALL ONLY) 'tau (SIDE rwE,lL) SE4L a 1 (b) ALTERNATE STALLS MOUNTING REQUIREMENTS SCALE NONE 3 5%8' L 1/2" STEEL STUDS STEEL ST D5 rocGLl= BOLTS (TYP) 3/4" PLYWOOD GRAB BAR MOUNTING BOARD TYPICAL AT ALL GRAB BARS. SECURE TO STUDS WITH SELF TAPPING SCREWS V -4" O C, SPACING COVER PLATE (AN: STAINLES STEEL - SATIN) GRAB BARS SCALE: NONE 11/2" O.D, STAINLESS STEEL GRAB BARS SEE: ELEVATIONS FOR MOUNTING HEIGHTS. (FIN: SATIN) MOUNTING PLATE CERAMIC TILE 5/8" M,R, GYP, 8D. ACCESSIBILITY REQUIREMENTS: DOORS & OPENINGS: A.DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WITH DOOR OPEN 90. B,NON- AUTOMATIC DOOR APPROACHES SHALL HAVE MANEUVERING CLEARANCES THAT ARE COMPLIANT WITH DESIGNATED APPROACH CONDITIONS FOUND IN TABLE 25 OF TEXAS ACCESSIBILITY STANDARDS, C. ACCESSIBLE EXTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 112" IN HEIGHT, D.ALL DOOR HANDLES, PULLS, LATCHES, AND LOCKS SHALL BE OF A SHAPE THAT IS EASY TO GRASP IN ONE HAND AND SHALL BE MOUNTED NO HIGHER THAN 42" A,F,F. E. THE MAXIMUM OPENING FORCE FOR ALL INTERIOR DOORS AND EXTERIOR SLIDING OR FOLDING DOORS SHALL BE FIVE POUNDS —PER— FOOT, AND CLOSERS SHALL BE ADJUSTED SO THAT FROM A 70' OPEN POSITION, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM LATCH, TOILET ROOMS: A, WATER CLOSETS SHALL BE 17" TO 19" FROM TOP OF RIM TO FINISH FLOOR. URINALS SHALL BE A MAXIMUM OF 17" FROM THE TOP OF ELONGATED RIM TO FINISH FLOOR, B, GRAB BARS SHALL BE PROVIDED. SEE "HANDRAILS AND GRAB BARS ". C.CLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA NO HIGHER THAN 44" A.F.F. SEE "CONTROLS & OPERATING MECHANISMS ". D. ALL DISPENSORS SHALL BE MOUNTED WITHIN REACH PER FIGURE 29B OF TEXAS ACCESSIBILITY STANDARDS. E, TOILET STALL SIZE AND ARRANGEMENT SHALL COMPLY WITH DIMENSIONAL REQUIREMENTS DESIGNATED IN FIGURE 30 OF TEXAS ACCESSIBILITY STANDARDS. F* 30"X48" FLOOR CLEARANCES SHALL BE MAINTAINED ON APPROACHES TO LAVATORIES AND URINALS. G,LAVATORIES SHALL NOT BE MOUNTED HIGHER THAN 34,. TO RIM ABOVE FINISH FLOOR AND 29" MINIMUM FROM BOTTOM OF APRON TO FINISH FLOOR, LEVER — OPERATED. PUSH TYPE, OR ELECTRONICALLY CONTROLLED MECHANISMS SHALL BE USED TO OPERATE FAUCETS. H,MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF REFLECTIVE SURFACE NO HIGHER THAN 40" A.F.F. CONTROLS & OPERATING MECHANISMS: A.CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPfNG, PINCHING, OR TWISTING OF THE WRIST. OPERATION FORCE SHALL NOT EXCEED FIVE POUNDS PER FOOT, HANDRAILS & GRAB BARS: A. RAMP HANDRAILS: CONTINUOUS HANDRAILS SHALL BE PROVIDED EACH SIDE OF RAMP AND SHALL EXTED 12" (MIN,) BEYOND TOP AND BOTTOM OF RAMP SEGMENT, HANDRAILS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE RAMP SURFACE, $_ STAIR HANDRAILS: CONTINUOUS GRIP SURFACE HANDRAILS SHALL BE PROVIDED EACH SIDE OF STAIRS AND SHALL EXTEND 12" (MIN.) BEYOND THE TOP RISER AND 12" (MIN.) PLUS THE WIDTH OF ONE TREAD BEYOND THE BOTTOM RISER. EXTENSIONS SHALL BE PARALLEL TO FLOOR. C, CLEAR SPACE BETWEEN HANDRAILS AND GRAB BARS FROM MOUNTING SURFACES SHALL BE 1 1/2" AND ENDS SHALL BE RETURNED SMOOTHLY TO WALL, D. TOILET ROOM GRAB BARS: POSITIONING AND EXTENT SHALL COMPLY WITH FIGURE 30 OF TEXAS ACCESSIBILITY STANDARDS. GRAB BARS SHALL WITHSTAND BENDING, SHEAR, AND TENSILE STRESSES OF 250 POUNDS PER FOOT MINIMUM, GRAS BARS SHALL NOT ROTATE. E, REFER TO FIGURE 39 OF TEXAS ACCESSIBILITY STANDARDS FOR NOMINAL SIZES AND SPACING OF HANDRAILS AND GRAB BARS, TELEPHONES: A,A CLEAR FLOOR SPACE OF 30" X 46" SHALL BE PROVIDED IN FRONT OF TELEPHONES, B.COIN SLOT OF TELEPHONE SHALL BE 46" A,F.F, (MAX.) IF ONLY FRONTAL APPROACH IS POSSIBLE OR 54" A.F.F. IF SIDE APPROACH IS POSSIBLE. C ONE VOLUME CONTROL PHONE SHALL BE' PROVIDED WITH APPROPRIATE SIGNAGE, TABLES, WORK SURFACES & SEATING: A,ALL SALES, SERVICE, AND RESTROOM COUNTERTOPS SHALL BE 34" A,F.F, (MAX.) B. W CLEAR SHALL BE PROVIDED IN ALL SERVICE LINES AND AISLES BETWEEN CHAIRS, TABLES, AND WALLS (MIN.), GRfb RE TO URE ESD 5RUN AS REQUIRED 7/8" BAIT INSULATION FULL HEIGHT 2 1 fz" MM014TAL METAL MM BATT INSULATION FULL HMW ---•- - A 48' O.C. iYP. -- 20 GA. 3 -5/8' MTL STUDS d 16" O.C. 20 GA. 3 -5 /e MR STUDS A 16" O.C. Sm 5/8' GYP. BD. BOTH SIDES 5/8' GYP. BD. 80TH SIDES STEEL RUNNER SEE NOTE if STEEL RUNNER SEE NOTE 11 ACCOUSTICAL SEALANT BOTH SIDES --5 NTH i 1, ALL 14SUULA F4ILTI �EDRNE P$ S @ 3BF, NNECTEIO 8Q SLAB �IBEDMFNT W/ 7/8* DIA. K 14 GA. DISCS TYP. 2. GYPSUM WALLBOAR! 5 $'wTH(CK OFT. WIDE APPWE4 MIp CURED IaITtl 1 1/4 IN, LONG 5 SEIF' DRILLING, SELF - TAPPING STEP SCREWS SPACS r O,C. ALONG THE PfR1METE t MID 12w D.C. IN THE FIELD. SCREW ALONG SIDE JOINTS OFFSET 4 3, TAPE, BED AND MAKE PAINT READY ON BOTH SIDES OF OEMISING WAIL 1A FULL HEIGHT PARTITION SG1L N.TS. WALL TYPES SCALE: NONE GRID 1 r -Dw OR MATCH EXI$9TNG CHASE WIDTH. on 1. ALL ANAL 5ri10 RUNNR TRACTO BE .CONNECTED TQ SLAB BY DD,1 5 D L 1� #LiNNOO�SPINTYPS 0 32' O.C. 1 1/8 MIN, EMSEWENT W/ 7/80 21 24D WXLBMD 5 w,THICK 4FT. WIDL APPLaEp AND WED WITH 1 IN. LOIfC S SELF NIIllNG, SEtf- TAPPING L SCREWS S B` D.C. ALONG THE PERIMETER AND 12" O.C. KJ THE FIELD, SCREW ALONG SIDE JOINTS OFFSET 4' 3, TAPE, BED AND MAKE PAINT READY ON BOTH SIDES OF DEMISING WALL 4, PR041L1E 5/8' WATER RESISTANT GYP. BD AT ALL JANITOR CLOSETS, TOILET LfiCATIONS ANU ALL PLUMBING LOCATK5N5 FULL HEIGHT, 1B CHASE WALL SC+tIE: H.T.S. O Ll Of • DRAWING DATE: JUNE 9, 2004 DATE Wan 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 =9053 Fax a EMM4 o� a� z a w � o w 5 w c5 AMOUNTING PROJ.: 2402 FILE NO.: PLOT SCALE: 1/8' 4-4' DETAILS & Wan 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 =9053 Fax a EMM4 o� a� z a w � o w 5 w c5 i AMOUNTING DETAILS & WALL TYPES I D 0.1 i n y MATCH LINE PLAN NORTH DEMOLITION NOTES 1, REMOVE EXISTING CARPET, PAD, AND CARPET BASE COMPLETE; PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES 2. REMOVE EXISTING WALLCOVERING COMPLETE; PATCH, PREP AND REPAIR TO RECEIVE -146W FINISHES 3. REMOVE EXISTING CEILING SYSTEM COMPLETE; RETAIN J -BOX'S TO BE REUSED IN NEW REFLECTIVE CEILING PLAN. 4, REMOVE EXISTING CEILING TILE ONLY RETAIN EXISTING T -BAR SYSTEM FOR REUSE IN NEW PLAN, 5. REMOVE EXISTING PHONE COUNTER AND PHONES; RETAIN PHONES AND DATA PORT AS REQUIRED FOR REUSE IN NEW PLAN. PATCH PREP AND REPAIR TO RECEIVE NEW FINISHES, REFER TO 1021 & ID2,2 FOR NEW LOCATION. 6. NOT USED 7. REMOVE EXISTING SHEER DRAPERY AT WINDOWS; OVERDRAPERY AND RODS TO REMAIN, 8. REMOVE EXISTING FINISHES; WALLCOVERING, FLOOR AND WALL TILE AND WOOD TRIM. PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES 9. REMOVE EXISTING TOILET PARTITIONS, REST ROOM ACCESSORIES AND WATER CLOSETS; RETAIN WATER CLOSETS FOR REUSE IN NEW PLAN. 10. REMOVE EXISTING REST ROOM COUNTER, LAVATORY SINKS AND FIXTURES. PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES. 11, REMOVE EXISTING MIRRORS, FLUORESCENT LIGHTING FIXTURE AND EMERGENC HTING FIXTURES AT VANITY AN f FLUORESCENT FIXTURE OVER TO[ ET AREA, RETAIN EXISTING J -BOX'S F R REUSE IN NEW PLAN. PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES. 12. REMOVE EXISTING GYPSUM BOARD CEILING AT RESTROOM VESTIBULE AND ENTRANCE TO RESTROOMS AS SHOWN ON PLAN, 13. RECESSED LIGHTING FIXTURE AND GYPSUM BOARD CEILING TO REMAIN, 14. REMOVE EXISTING LIGHTING FIXTURES RETAIN J -BOX AS REQUIRED. REFER TO REFLECTIVE CEILING PLAN FOR LOCATIONS, PATCH, PREP AND REPAIR TO RECEIVE NEW PAINT FINISH, 15, REMOVE EXISTING WATER FOUNTAINS 16. REMOVE EXISTING DOWNLIGHTS; COMPLETE. 17. REMOVE EXISTING WALL AND DOOR AS SHOWN DASHED ON PLAN. 18, REMOVE EXISTING CORRIDOR DOOR AND FRAME RETAIN FOR RE -USE IN NEW PLAN, nf-AI CC]AI r%f RAIP%l Vrl^kf Alep%"rC@. REMOVE ALL EXISTING PLASTIC CORNER GUARDS; WOOD CORNER GUARDS TO REMAIN UNLESS NOTED, ALL LIFE SAFETY, SIGNAGE AND GRAPHICS TO BE REMOVED AND REINSTALLED AS REQUIRED. ALL WOOD BASE AND WAINSCOT (PAINTED OR STAINED) TO REMAIN, PATCH, PREP, AND REPAIR ANY CEILING PENETRATION AS NEEDED. �S S npmi m P Dw,wiNC oars: JUNE 9. 2004 vivian i ,wo. . nichals 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979=9050 (214) 979 -9053 Fax 1� W oW F E-+ z aW 0=04 U �W U z w w PIP �-+ a w Q U d DEMOLITION P 1 .1 PROL 2402 FILE NO.. PLOT SCALE: vivian i ,wo. . nichals 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979=9050 (214) 979 -9053 Fax 1� W oW F E-+ z aW 0=04 U �W U z w w PIP �-+ a w Q U d DEMOLITION P 1 .1 DEMOLITION NOTES 1. REMOVE EXISTING CARPET, PAD, AND CARPET BASE COMPLETE; PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES 2. REMOVE EXISTING WALLCOVERING COMPLETE; PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES 3, REMOVE EXISTING CEILING SYSTEM COMPLETE; RETAIN J -BOX'S TO BE REUSED IN NEW REFLECTIVE CEILING PLAN, 4, REMOVE EXISTING CEILING TILE ONLY RETAIN EXISTING T -BAR SYSTEM FOR REUSE IN NEW PLAN, S. REMOVE EXISTING PHONE COUNTER AND PHONES; RETAIN PHONES AND DATA PORT AS REQUIRED FOR REUSE IN NEW PLAN, PATCH PREP AND REPAIR TO RECEIVE NEW FINISHES, REFER TO ID2.1 & ID2.2 FOR NEW LOCATION, 6, NOT USED 7, REMOVE EXISTING SHEER DRAPERY AT WINDOWS; OVERDRAPERY AND RODS TO REMAIN, 8, REMOVE EXISTING FINISHES; WALLCOVERING, FLOOR AND WALL TILE AND WOOD TRIM, PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES 9, REMOVE EXISTING TOILET PARTITIONS, REST ROOM ACCESSORIES AND WATER CLOSETS; RETAIN WATER CLOSETS FOR REUSE IN NEW PLAN. 10. REMOVE EXISTING REST ROOM COUNTER, LAVATORY SINKS AND FIXTURES. PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES, 11. REMOVE EXISTING MIRRORS, FLUORESCENT LIGHTING FIXTURE AND EMERGENCY LIGHTING FIXTURES AT VANITY AND FLUORESCENT FIXTURE OVER TOILET AREA, RETAIN EXISTING J -BOX'S FOR REUSE IN NEW PLAN. PATCH, PREP AND REPAIR TO RECEIVE NEW FINISHES, 12, REMOVE EXISTING GYPSUM BOARD CEILING AT RESTROOM VESTIBULE AND ENTRANCE TO RESTROOMS AS SHOWN ON PLAN, 13. RECESSED LIGHTING FIXTURE AND GYPSUM BOARD CEILING TO REMAIN. 14, REMOVE EXISTING LIGHTING FIXTURES RETAIN J -BOX AS REQUIRED. REFER TO REFLECTIVE CEILING PLAN FOR LOCATIONS. PATCH, PREP AND REPAIR TO RECEIVE NEW PAINT FINISH. 15, REMOVE EXISTING WATER FOUNTAINS 16, REMOVE EXISTING DOWNLIGHTS; COMPLETE. 17, REMOVE EXISTING WALL AND DOOR AS SHOWN DASHED ON PLAN, 18, REMOVE EXISTING CORRIDOR DOOR AND FRAME RETAIN FOR REUSE IN NEW PLAN. Adkh. PLAN NORTH GENERAL DEMOLITION NOTES, REMOVE ALL EXISTING PLASTIC CORNER GUARDS; WOOD CORNER GUARDS TO REMAIN UNLESS NOTED, ALL LIFE SAFETY, SIGNAGE AND GRAPHICS TO BE REMOVED AND REINSTALLED AS REQUIRED, ALL WOOD BASE AND WAINSCOT (PAINTED OR STAINED) TO REMAIN. PATCH, PREP, AND REPAIR ANY CEILING PENETRATION AS NEEDED. u ,r, DRAWING DATE. JUTE 9, 2004 Vivian M . w... � nichols 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax v� � 0 W Emd Emm4 z a W MM04 v z w � w Q c� x EMOLITION PLAN ID 1.2 PROD.: 2402 PLOT F LC�P��foo: ) //��{ 1 �j SCALE• 1/ Y &'= 1} o' Vivian M . w... � nichols 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax v� � 0 W Emd Emm4 z a W MM04 v z w � w Q c� x EMOLITION PLAN ID 1.2 1 0 pi BR- BR- BR BR -4.01 BR -4 BR -4 NOTE: C.G. TO IDENTIFY SOURCE OF ODOR IN ROOM# 115 AND ADVISE HOTEL. ;H LINE )O- TTF -WWTF WT W WT -WTF LINE 500 -WT MR- - 500 -WTF MR- FUTURES I 121 O s INFORMATION NOTES: 1, SOLID AREA REPRESENTS NEW WALL; REFER TO ID 0.1 FOR WALL TYPES REQUIRED AT NEW LOCATION. 2. ALL OUTSIDE CORNERS AT CORRIDORS, INCLUDING ENTRANCE INTO MEETING ROOMS TO HAVE NEW CORNER GUARDS REFER TO MATERIALS SCHEDULE LABELED "CD" FOR SPECIFICATIONS, 3. ALL EXISTING STAINED CORNER GUARDS TO REMAIN NO WORK REQUIRED. 4. POLISH AND REPAIR AS NEEDED EXISTING STONE TOP IN DIRECTORS MEETING ROOM #1039 5. REFER TO MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE FOR ALL FINISHES, MIS - OLWT R- 500-WT 00 -WTF R- 500 -WTF I I I I I I 1! !I I! jl FUTURES II !! II 122 I I II cR o2 R- 500 -WT R- 500 -WTF I I I I R -500- WT R- 500 -WTF I I I I II f if - 404 -SG MATCH LINE DRAWING DATE: ,TUNE 9, 2004 vivian nichols i E i 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 =9050 (214) 979 -9053 Fax PROD.: 2402 FILE NO.: PLOT SCALE: =_ vivian nichols i E i 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 =9050 (214) 979 -9053 Fax m INFORMATION PLAN ID 2ml =_ ■ m INFORMATION PLAN ID 2ml =_ m f l 1 fi lI INFORMATION NOTES: 1. SOLID AREA REPRESENTS NEW WALL; REFER TO IDO. 1 FOR WALL TYPES REQUIRED AT NEW LOCATION. 2• ALL OUTSIDE CORNERS AT CORRIDORS, INCLUDING ENTRANCE INTO MEETING ROOMS TO HAVE NEW CORNER GUARDS REFER TO MATERIALS SCHEDULE LABELED "CO" FOR SPECIFICATIONS, 3, ALL EXISTING STAINED CORNER GUARDS TO REMAIN NO WORK REQUIRED. 4. POLISH AND REPAIR AS NEEDED EXISTING STONE TOP IN DIRECTORS MEETING ROOM #1030 5. REFER TO MATERIAL SCHEDULE AND ROOM FINISH SCHEDULE FOR ALL FINISHES, A&& PLAN NORTH DRAWING DATE: JUNE 9, 2004 vivian P nlchols 4311 flak Lawn Avenue Suite 204 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9453 Fax r ,� C-+ z � W � w z pq w A � W E w W z INFORMATION PLAN ID 2.2 PROJ.. 2402 FILE NO.: PLOT SCALE: 1%8 "=1'4' vivian P nlchols 4311 flak Lawn Avenue Suite 204 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9453 Fax r ,� C-+ z � W � w z pq w A � W E w W z INFORMATION PLAN ID 2.2 LINE - -� LIGHTING NOTES: 1. REFER TO ID 0,0 ELECTRICAL SYMBOLS AND MATERIAL LEGEND FOR ALL NEW FIXTURES AND FINISHES, 2, ALL EXISTING FIXTURES TO REMAIN AS IS UNLESS NOTED; NO WORK REQUIRED. 3. REINSTALL ALL EXISTING LIFE SAFETY EQUIPMENT, SPRINKLER SYSTEMS, ETC, AS REQUIRED FOR NEW GRID CEILING IN CORRIDOR. 4, AT RESTROOMS ALL EXISTING LIGHTING, HVAC, ETC. AND NEW LIGHTING IS NOTED WITH "E ", FOR NEW FIXTURES REFER TO LIGHTING SCHEDULE, TCH LIN P... , DRAWING DATE. JUNE 9, 2004 PROL FILE NO.. 2402 PLOW SCALE; 1/8`1 Vivian w..« . nichois 4311 Oak sawn Avenue Suite 200 Dallas, Texas 75219 (214) 979-9050 (214) 979 -9053 Fax Emmm4 a WH E z a U W � z w� W RCP PLAN � ID 3.l CA Jw TYPICAL CEILING FINISHES AT ALL MEETING UNLESS OTHERWISE NOTED, LIGHTING NOTES; 1, REFER TO ID 0,0 ELECTRICAL SYMBOLS AND MATERIAL LEGEND FOR ALL NEW FIXTURES AND FINISHES, 2. ALL EXISTING FIXTURES TO REMAIN AS IS UNLESS NOTED; NO WORK REQUIRED. 3, RE- INSTALL ALL EXISTING LIFE SAFETY EQUIPMENT, SPRINKLER SYSTEMS, ETC, AS REQUIRED FOR NEW GRID CEILING IN CORRIDOR. 4, AT RESTROOMS ALL EXISTING LIGHTING, HVAC, ETC, AND NEW LIGHTING IS NOTED WITH "E" FOR NEW FIXTURES REFER TO LIGHTING SCHEDULE, Aahh�' PLAN NORTH DRAWING DATE: JUNE 9, 2004 PROJ64 FILE NO.. PLOT SCALE, MOM 1/8 1 _oM w.m. vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax z a u z W W4 w� A� RCP PLAID E 44 ID 3.2 DRAWING DATE: JUNE 9, 2004 zz cQ co O � 4 ko ko Ct N � op E� M FM U u ti% 2 O E� vs a 04 X 0 n 0 I CIQ � O O� men,) C4 cq tfj Vivian w.. w. nichols 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 9194053 Fax � a O w Em -� z F�--1 W z w a A� w pq W ELEVATION ESTROOM PLANS ID 5.0 PROJ.: 2402 FILE NO.: PLOT SCALE: zz cQ co O � 4 ko ko Ct N � op E� M FM U u ti% 2 O E� vs a 04 X 0 n 0 I CIQ � O O� men,) C4 cq tfj Vivian w.. w. nichols 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 9194053 Fax � a O w Em -� z F�--1 W z w a A� w pq W ELEVATION ESTROOM PLANS ID 5.0 k Sz 1 O 11 ELEVATION @ RESTROOM 108 SCALE: 114" =1'-0" co in ?M An OJ ELEVATION @ RESTROOM 208 SCALE: 114' = 1'4" .. WC 03 09 ELEVATION a@ RESTROOM 211 SCALE: 1/4" = V -0" O_ i 0 2 ELEVATION @ RESTROOM 108 SCALE: UP= 114r 0 1 ELEVATION @ RESTROOM 208 SCALE: 1/4"= i`-0" WC 03 O 1 ELEVATION @ RESTROOM 211 SCALE: 114" =1'-0" CTH > ?1 t 1 a O `ELEVATION @ RESTROOM 108 SCALE: 114' =1`-0" iD on 0 7 1 ELEVATION @ RESTROOM 209 SCALE: 114' =1'-0" Cd 1 1 1 1 ELEVATION @ RESTROOM 211 SCALE: 114" = 1'-0" O L[i 04 1 ELEVATION @ RESTROOM 108 SCALE: 1/4'o V-0" 0 8 1 ELEVATION @ RESTROOM 209 SCALE: 114" =1'-0" 1 1 ELEVATION @ RESTROOM 211 SCALE: 114" a 1'-0" Of A* to DRAWING DATE: JUNE 9, 2004 1 PR03.: 2402 FILE NO.: PLOT SCALE: 1 /8"= -1' -O" w...._ . Lm n X 4A to 07 vivian Co M Q k3 Q to ko C4 co E*4 VD cq Qw 0 0 ko I cq OWN V N P �' C*q c N'+1 nichois 4311 Oak Lavin Avenue Suite 200 Daiias, Texas T5219 (214) 979=9050 (214) 979=9053 Fax o� E-+ z ►�i v z W a A U w I� ELEVATION DETAILS ID 5.1 / ! J f O 1 ELEVATION @ RESTROOM 211 SCALE: 114" =1'-0" CTH > ?1 t 1 a O `ELEVATION @ RESTROOM 108 SCALE: 114' =1`-0" iD on 0 7 1 ELEVATION @ RESTROOM 209 SCALE: 114' =1'-0" Cd 1 1 1 1 ELEVATION @ RESTROOM 211 SCALE: 114" = 1'-0" O L[i 04 1 ELEVATION @ RESTROOM 108 SCALE: 1/4'o V-0" 0 8 1 ELEVATION @ RESTROOM 209 SCALE: 114" =1'-0" 1 1 ELEVATION @ RESTROOM 211 SCALE: 114" a 1'-0" Of A* to DRAWING DATE: JUNE 9, 2004 1 PR03.: 2402 FILE NO.: PLOT SCALE: 1 /8"= -1' -O" w...._ . Lm n X 4A to 07 vivian Co M Q k3 Q to ko C4 co E*4 VD cq Qw 0 0 ko I cq OWN V N P �' C*q c N'+1 nichois 4311 Oak Lavin Avenue Suite 200 Daiias, Texas T5219 (214) 979=9050 (214) 979=9053 Fax o� E-+ z ►�i v z W a A U w I� ELEVATION DETAILS ID 5.1 PHONE BOO' SHELF ;n 10' -0" V.I.F. Q1 O we o ors 11' -0 INSTALL NEW DATA PORT IN EXISTING PHONE JACK LOCATION V.i.F LOCATION MEE=TS ADA CODE HOUSE SPAY PHONE BOOK SHELF Ul ' —RE-INSTALL EXISTING HOUSE & INSTALL NEW DA _ PAY PHONE IN EXISTING LOCATION EXISTING PHONE CF�-1 Q1� V.I.F LOCATION MEETS ADA CODE V.LF LOCATION N 0 9011 ELEV @ SCALE: LOWER LEVEL PHONE BANK 114' S 1'4r 0 I AT PHONE BOOK SHELF 091 SECTION @ TELEPHONE BANKS SCALE' 1 1 J2" =1W GYP B0/ SHED STC R TOP & _ASH AiNED GR WD -1 HARDWO( P LYW001 'ET BASE 14' -0" V.L . ELEV @ LOBBY LEVEL PHONE BANK SCALE: 114"m 1'4r ALL EXISTING HOUSE & )NE IN EXISTING LOCATION :ATION MEETS ADA CODE TYPICAL SECTION 03 0t,5 COUNTER EDGE DETAIL SCALE: HALF 0 N 10 SECTION @ LAVATORY COUNTER SCALE: 1 i12' =1'-0' WOOD TRIM ? SUBTOP \CKSPLASH =D EDGE GRANITE _D EDGE GRADE N)UBTOP G AS REQ'D COVER AT ING; SUBMIT TO ,PPROVAL, 04 06 ITHRESHOLD DETAIL l SCALE: NONE )RING iryw I A MAP Tf1 l 0131 LOOR CHANGE DETAIL SCALE: NONE 11 BRASS METAL ANGLE DRAWING DATE: JUNE 9, 2004 W 0 J V! 0 vivian 0 � Q �] 40 C14 mi co E w tt� V ko O tL 'WetM �CID of � �o •v Qo E� N co nichols 4311 Oak Lawn Avenue Suite 240 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9 053 Fax �0 pq a E...4 Em4 � W z ►r a w Q � c� ELEVATION DETAILS 5.2 PROJ.: 2402 FILE NO.: PLOT SCALL 1/8" =1' —D" W 0 J V! 0 vivian 0 � Q �] 40 C14 mi co E w tt� V ko O tL 'WetM �CID of � �o •v Qo E� N co nichols 4311 Oak Lawn Avenue Suite 240 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9 053 Fax �0 pq a E...4 Em4 � W z ►r a w Q � c� ELEVATION DETAILS 5.2 k 0 fV pn to os O: a 0 Mn PLUMBING SYMBOLS & ABBREVIATIONS (NOTE: ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS) PIPING DESIGNATIONS PIPING DEVICES GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTES SV STOP. SHUT —OFF OR GATE VALVE 1O1 ROOM NUMBER A AMPERES HR HERTZ — FREQUENCY IN CYCLES SANITARY, SAIL. OR WASTE SEWER -- C*+Q --- GV BY -PASS OR GLOBE VALVE � A/C AIR CONDITIONING PER SECOND VENT 41 14TC HEN EOL#IDMENi NUMBER AD ACCESS DOOR B!/ �AUWGII+IG VALVE IE INVERT' ELEVATION 1. 11�E DRAWINGS ARE GENERALLY DIAGRAMMATIC AND IT 15 THE AN1T]VT AND MEMIi1+IG OF THE CONTRACT AFF ABOVE FINl 5M FLOOR DOCUMENTS THAT THE CONTRACTOR SHALL PROVIDE A PLUMBING INSTALLATION THAT IS COMPLETE AND ALL COLD WATER INC INCLUDE OR INCLUDED DOCUMENTS AND APPURTENAh1CM NECESSARY. REASONABLE INCIDENTAL, OR CUSTOMARILY INCLUDED, EVEN THOUGH COV CALIBRATED BALANCE VALVE ALT ALTERNATE UM4 M IN INCHES (") EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN, THE CONTRACTOR SHALL PROVIDE ALL -- NOT WATER P.3 -1A DRAWING SECTION OESIGNATIOH ALUM EOUIPMEIT, MATERIALS, LABOR, SON AND SERVICE NECESSARY 30 AS 70 PROVIDE A COMPLETE, IW NViRECT WASTE FUNCTIONING PLUMBING SYSTEM IN SAFE WORKING ORDER. — - -- - NOT NEATER RETURN ITid.L VALVE P.4-1 A DETAIL DESIGNATION AP At:cF,SS PANEL KW KILOWATTS --� (*-- BUTTERFLY VALVE NOTE: DRAWING CATEGORY IS NOT INDICATED APD AR PARE DROP LAV LAVATORY L SYMBOLS FOR VARIOUS ELEMENTS AND SYSTEMS ARE SHOWN ON THE DRAWINGS. SHOULD THERE BE ANY 7 DETAIL OR SECTION DESIGNATION ALIT AUTOMA= DOUBT REGARDM THE MEANING OR INTENT OF THE SYMBOLS USED, AN INTERPRETATION SFW.L BE REFERS Tv SOMME CATWORY. LB POUNDS OBTAINED FROM THE ARCHITECT IN WRITING. THE DECISION OF THE ARCHITECT' SHALL BE FINIAL_ --COIL HOSE END DRAW VALVE BOP BACKFLO T REVS DAMPER TAT LEAVING AIR TEMPERATURE 3. IT SHALL BE TIME RoPONSI13am OF EACH CONTRACTOR TO EXAAMINE THE CONTRACT � CAREFULLY -- ;V-- -- CkV CHECK 'VALY�, FLOW AS Si�iOMIN � �� LTG LiGFFTAVC BEFORE SUBMITTING HIS E1QD, WITH PARiICULAR ATTENTION TO ERRORSt OMISMNSo CONFLICTS WITH -�4-f - MGM OPERATED VALVE i PLZMMIBOQN6 i�t BM BHP BRAKE HORSEPOWER DG BLULDING LIMIT LEAVING WATER TEMPERATURE I�:ovlsloNS OF LAWS AND CODES HAVING JURISDICTION, CONFLICTS ERA EiT1 TWEE NQS OR DwAMmVCS AND SPECgICA7'fOTVS, AND IAMBIGI.HOUS DEFINITION OF THE ExTENr � COVERAGE BETWEEN CONTRACT'S. ANY SUCH r MB MOP BASIN DISCREPANCY SHAT. BE BROUGHT INME DSATELY TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION. ---ice— SOLENOID VALVE KEYED NOTES BOR BOTTOM OF DIET VE E R AMBIGUITIES TRTO�WMOH THOUSAND BTU PER HOUR HAVE AN ADJUSTED IN WRITING SIGNING CONTRACT OR PROCEEDING WITH THE D SOP BOTTOM OF PIPE Moe MOTOR CONTROL CENTER WK>M OTHERWISE, HE SHALL, AT HIS OWN EXPENSE, SUPPLY THE PROPER MATERIALS AND LABOR TO MAKE - -- D'4- -- PRESSURE R VALVE 2 ETTU BRITISH THERMAL UNIT GOOD ANY DAMAGE OR DEFECTS IN HIS WORK OR THE RESULTS OBTAINED THEREFROM. CAUSED BY SUCH MECHt MECHANICAL DISCREPANCY. THE CONTRACTOR SHALL MAKE A CAREFUL EXAMINATION OF THE PREMISES AND THOROUGHLY L RELIEF VALE C CONDIAT MANUFACTURER FAI�1MTIZE HIMSELF WITH THE REQUBUMENTS CONTRACT. UPON COMMENCEMENT OF CONSTRUUCTION oCSTING FOR THE WORK I IN THIS CONTRACT, THE � SHALT. EE DEEMED TO HAVE MADE SUCH A ANGLE VALVE 0 SCHEMATIC FAN OR PUMP CAI' CAPACITY STUDY OR E)(AMt€NA13 RN AND THAT HE IS FAM AJAR WITH AND ACCEPTS ALL COMM71ONS OF THE PREMISES. CAT C/►TRsCOKY � MANHOLE �-E VALVE IN RISER 50 TEMPERATURE SENSOR Gx CONTROL CONTAG'T�OR MiN. MINUTES 4 QQJ VERB TrW. BE�TTER�"LI YB $ BETWEEN i SUE PARTS SHALL. OF CONTRACT TTEARCHITEa THE GREATER WORMS THE CCw COUNTER CLOCKWISE MR MECK44CAL ROOM CONTRACTOR OTHERWISE IN WRITJNG. — -- GAUGE COCK (@ HUM13=AT CD CEILING DIFFUSER mm MOUNTED 3. THE SCALE OF EACH DRAWING IS RElATIVEI.Y ACCURATE: ANY DIMENSIONS SHOWN ARE APPROXIMATE TO AV AIR VENT L� FUTURE TENANT CONNECTION CF CUBIC FEET CENTERLINE FROM ASSUMED BUILDING PLR3MMERFIR. THE CONTRACTOR SFYLLi OBTAIN THE NECESSARY NC NORMALLY CLOSED SONS FOR ANY EXACT TAKEOFFS FROM THE ARCHITECT, NO ADDIRONAL COST TO THE OWNER WILL BE STEAM TRAAF GX'Mf CUBIC FT:1:T PER MINUTE DIMENSIONS E w NON -FUSED DRAWINGS. ANY DEVICE OR FIXTURE ROUGHED IN IMPROPERLY AND NOT POSITIONED ON IMPLIED --- #�H- --- STR STRAINER NIC NOT IN CONTRACT CENTER -LASS OR AS REQUIRED BY GOOD PRACTICE MUST BE REPOSITIONED AT NO COST TO THE OWNER. CI UNION CO CLEAN OUT NO NORMALLY OPEN if. ALL WORK AND MATERIALS SHALL BE GUARANTEED FREE FROM DEFECTS FOR A MINIMUM MUM PERIOD OF ONE -- — Fa3 EXPANSION JOINT NTFS NOT TO SCALE YEAR UNLESS NOTED OTHERWISE. THE WARRANTY PERIOD SMALL. BEGIN AT THE DATE OF BENEFICIAL CON N CONNECTION OCCUPANCY OF THE FACILITY. PROVIDi= ALL 02UIFM ENT MATERIALS, LABOR. SUPERVISION AND SERVICES CONT CONTINUE OR tOIVTINUATDDH OD OVERFLOW DRAIN NECESSARY FOR OR INCIDWAL TO THE INSTALLATION OF A COMPLETE AND OPERATING PLUI�IG SYSTEM AS PIPE O5dcY OUlRaIDE SCREW AND YOKE SHOWN OR INDICATED ON THE DRAWINGS. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY AMMENT WITH WHICH WORK OOMES IN CONTACT OR OVER WHICH HE FLDOULE CONNECTION COMR CONTRACTOR PD PRESSURE DROP MAY TRANSPORT, HOIST OR MOVE MATERIALS. EQUIPMMENT. DEBRIS ETC... AND SMMALL REPAIR SATISFACTORILY CU COPPER PH PHASE ALL DAMAGES CAUSED BY HIM DURING CONSTRUCTION. THE CONTRACTOR SHALL REPLACE WITH NEW CV CONTROL VALVE MATERIALS AND /OR EQUIPMENT FAILING TO GIVE SATISFACTORY SERVICE DURING THE WARRANTY PERIOD. PIPE GUIDE PIV POST INDICATOR VALVE THE CONTRACTOR SHALL. COORDINATE AND NOTIFY THE BUILDING OWNER AND OPERATOR FOR APPROVAL AND CW CLOCKWISE PLBG PLUMBING SCHEDULING OF ANY BUILDING OR EXWING TENANT SYSTEM -- 1 ^— FLOW MEASURING STATION dB CEa8w PNL PANEL 7. THE CONTRACTOR 15 RESPONS®LE FOR FILING AND PAYING ALL FEES AND OLTTAiNING NECESSARY DEC DRY BLAB PP" POUNDS PER FOUR INSPECTION PERMITS D70 OWNER/COCONS RUCTION MANAGER � COPIES WITH MAINTENANCE M SHALL DELIVER ALL CERTIFICATES OF D�iAL TiiEitMOM1EtF32 ES �� TARS PRESSURE R STATION DEFT DEPARTMENT PRV PRESSURE REDUCINANG ATIOE 0. ONLY DICED CRAFTSMEN KNOWLEDGEABLE IN TNEIR RESPECTIVE TRADE SFIALL. PERFORM THE WORK P GAUGIE OF DRINKING FOUNTAIN DESCRIBED IN THE CONSTRUCTION DOCUMENTS. _Ml .� T� DIA { s l PSI PRESSURE IN PSI RE IN H 9. ALL WORK SFW1 BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS AND SMALL INCLUDE OIR OERQCTIONI PVC POLYVINYL. E COPES ORDINANCES, I MIYY COMPANY REGULATIONS AND APPLIGAIN REQUIREMEX S OF NATIONALLY ACCEPTED -- — THERMOMETER WELL DISC DISCONNECT QTY QUANTITtf INTENDED 70 DESCRIBE AND DIUSTRATE SYSTEMS n PdeT DIV DIVAN RAD RADIANT,RAPiATOR,OR RADIATION 14. THAT WILL L NOT INTERFERE ARCHITECTURAL/STRUCTURAL CONDITIONS THE BUILDING, AND WILL PRI:.'S. N! TFIMP. TEST PLUG DM DAMPER MOTOR FIT INTO AVAILABLE SPACES, CAREFULLY LAY OUT ALL WORK TO CONFORM TO THE ARCHITECTURAL, RCP REINFORCED CONCRETE PIPE STRUCTURAL, FD 5H CONDITIONS, AND WITH OTHER TRADES. TO AVOID OBSTRUCTIONS. AND TO ALLOW THE SLOPE ON IN DIRECTION SHOWN ON DOWN RD ROOF DRAW PROPER INSTALLATION OF EACH ITEM, CONTRACTOR SFWI OBTAIN ALL ARCHITECTURAL DATA, LOCATIONS OF - - -�-- -� FLOW DIRECTION DPR DAMPER REC RECESSED WALLS, PARTITIONS, FIXTURES, CEILING HEIGHTS, FDC*iES, LTC. FROM ARCHITECTURAL DRAWINGS AND ALL DRWG DRAWING STRUCTURAL DATA. LOCATIONS OF PIERS, BEAMS, COLUMNS* JOISTS. ETC. FROM STRUCTURAI. DRAWINGS. _ CONCENTRIC REDUCER RECP RECEPTACLE 11. ALL EQUIPMENT SHALL BE IINSI'ALZ.ED IN ACCORDANCE WITH MANUFACTURERS PUBLISHED r. ECCENTRIC FEDUCER OT � REOD REQIARm RECOMMENDATIONS FOR SERVICE INTENDED, AS IN ERPRETED BY THE ENIGKTEER. EXPERIENCED RL ROOF DRAW LEADER CRAFTSMEN SHALL SWILL FURNISH ALL MATERIALS,, TOOLS, COST AND SERVICE NECESSARY TO ��t a CAPPED PIPE TERMAIHIITION EDR EQUIVALENT DIRECT EHADIAimH RM ROOM COTHE MPLETELY INSTALL ALL MECHANICAL WORK. ALL MECHANICAL AND PLUMBING EQUIPMENT BHAL BE AS ELBOW DOWN EER ENERGY EFFICIENCY RAM RPM REVOLUTIONS Pi:R MINUTE SCHEDULED OR APPROVED EQUAL ELBOW UP ELEC ELECTRIC OR ELECTRICAL Ri RAAV TIGHT 12 THE LOCATION 0 ALL EISTING EQUIPMENT. THE CONTRACTOR SHALL CAREFULLY OIFN NOT ATTEMPT AGATE THE �� EMITS ENERGY MANAGE:. CONTROL SYS. SAN SANITARY CONDITIONS SURROUNDING THE DWMIA'TTQN OF HIS WORK PRIOR TO PROCEEDING WITH THE DW04UAlWK CONNECTION BOTTOM OF MAIN EMER EMERGENCY CHANGES REQUIRED TO THE DESIGN SHOWN ON THESE DRAWINGS DUE 70 EXISTING CONDITIONS SHWA BE 9CFMA CFM OF DRY AIR AT STANDARD BROUGHT 70 THE ATTT CMN OF THE AE/OWNER FOR REVIEW BY WAY OF SHOP DRAWINGS OR SKETCHES — --�— CONNECTION SIDE OF MAIN PROOF SE:C ADS DETAILING THE EXISTING CONDEMNS AND THE PROPOSED CHAMX ESP ME 04AL STATIC PRESSURE -�0 — CONNECTION TOP OF MAIN ESP SENSIBLE #3. PROPERLY SUPPORT ALL EQUIPMENT AND PIPING NdTHIN THE BUILDING AND PROVIDE ADEQUATE PROVISIONS 43 DEGM OFFSET DOWN EMIT EI.E7CTRIC WATER COOLER SER im WS FOR SLOPE AND ANCHORAGE. CONTRACTOR SHALL. USE HIANGERS. RODS AND DNSERTS APPROVED BY EMIT ENiEFM40 WAM TiDMPERigUIE SQUARE FEET UNDERWRITERS LAHORATORMS FOR THE SERVICE INTENDED, SECURELY SUPPORTED BY S RXTURAL MEMBERS O PIPE UP AND DOWN DtlV � WHICH IN 7URN ARE SUPPORTED I31IIMMY FROM THE BUILDING STRUCTURE SH SHOWER PIPE UP AND DOWN EXIST EXISTING SETT SHEET 14. PINNING FDn1ARE3 AND EQUIPMENT SHALL EE FURNISHED AND INSTALLED COMPLETE WITH ifLnM FA FIRE ALARM AND ALL OTHER APPURTENANCES REQUIRED TO CONNECT 70 ROUGH-IN PIPING AT FLOORS AND SK SINN{ WALLS UNLESS OTHERWISE SPECFIED. HOSE BTBB FAAP FIRE ALARM CONTROL PANEL SP STATIC P 1S ALL PIPING SHALL BE RUN CONCEALED ABOVE CEILING AS HIGH AS POSSIBLE WHERE APPLICABLE & FRCP FIRE ALARM CONTROL PANEL SPEC SPECIFICATION W EXPOSED AREAS IN GENERAL LOCATIONS SHOWN, UNLESS NOTED OTHERWISE. CONFORM TO ALL �— dRAiN FC FLEXIBLE CONNECTION SQ SQUARE ARCHHITECTURA. STRUCTURAL. AND FINISH CONDITIONS OF BUILDING. -04trt D4- DOUBLE i ACKFLOW FD FCO FLOOR DRAIN OUT SS STAINLESS STEEL TIM, IN CEILINGS WITH ACOUSTIM TILErS. POSITION SPRINKLER HEADS IN CENTER OF TILE. STL STEEL 17. FOR CONT314WTIOV OF ALL PIPING THROUGH FLOOR, REFER TO APPROPRIATE FLOOR PLANS AND /OR AS ® REDUCED PRESS. PRINCIPLE FDC FIRE DEPT CONNECTION Sw SWITCH INDICATED. SLEEVE ALL PIPING THROUGH FLOOR. AND CONFORM TO ALL STRUCTURAL AND FINISH FLOW PREVENTER FDR FEEDER TD TRENCH DRAiN! STRUCTURAL OF BUILDING, ALL PENETRATMNLS SHALL BE SEALED TO MAINTAIN FIRE RATINGS AND APPROVED FD" HIRE DAMPER IN I10T�OiNTAL TEL TELEAFgNE 1d NO CORE DFMJmM OR THROUGH THE SLAB FIAMMER DRILLING WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY FDV EIRE DAMPER IN VERTICAL TEMP TEMPORARY OF A STRUCTURAL ENGINEER. A FERRO SCAN OR X -RAY MUST BE PERFORMED BY THE CONTRACTOR AND GENERAL MORES FE FIRE EXTINGUISHER TP TOTAL PRESSURE REVWNM BY MIAdNAGE11E T PRIOR TO COMMENCEMENT. THESE DRAWINGS INDICATE THE GE NF.RAL FEC FIRE EXTING LUSH R CABINET TMMPRV TEMPERATURE E PRESSURE EXTENT OF WORK AND ARE NOT INTENDED FH FATE HYDRANT RELIEF VALVE TO INDICATE OR DESCRIBE ALL WORK REQUIRED FHC FIRE HOSE CABINET TIP TYPICAL FOR THE FULL PERFORMANCE AND COMPLETION OF OF UNDERFLOOR THE REQtIIREMENIS OF THE CONTRACT DOCUMENTS. FIR FIRE HOSE RACK UG AND FHS FIRE HOSE STATION UNNO UNLESS NOTED OTHERWISE 1. ALL DIMENSIONS ARE IN INCHM UNLESS NOTED FHV FM HOSE VALVE UR URINAL OTHERWISE 2. ALL TEMPERATURES ARE IN DENS F. FL FULL V VOLTS ACCESS DOOR UNLESS NOTED OTHERWiISE. ET.A FILL LOAD AMPS VB VACUUM BREAKER FLE FLOW LW ELEVATION VCP VITRIFIED CLAY PIPE 3. SOME S MBOLS SHOWN MAY NOT CE USED. B J BELOW FLOOR OR GRADE 4. REM TO ARCHITECTURAL DRAW940S F �LL VP VELOCITY (REFLECTED CEILING PLANS) FOR FP FIRE PROTECTION VP VELOCITY PRESSURE LOCATION OF ALL CEILING ELEMENTS FP'I FO S PER INCH VTR VENT THROUGH ROOF CAP SEE DRAWINGS FOR REQUIRED SYSTEMS FPM FEET FEET MINUTE W WATTS (LIGHTS, KLERS, ETCt)o DOONOT DDAMNSIONN EVOCATIONS FS FUSIBLE SWITCH W/ WITH FROM MECH. ELECT. PL.BG. OR FIRE FT FEET C) W/O WITHOUT M2 NOTE NUMBER PROTECTION DRAWINGS. 5. UTILITY LOCATIONS ARE APPROXIMATE AND EvC FIRE VALVE CABINET we WET BULB TEMPERATURE %\ ARE BASE ON INFORMATION SUPPLIED BY QA GAUGE WC WATER CLOSET t J ) ROUTE IN JOIST SPACE OTHERS. PHYSICALLY VERIFY L.00A71ONS GALV GALVANIZED WCO WALL CLEAN OUT AND ELEVATIONS BEFORE BEGINNING INSTALLATIONS. GOO GRADE CLENM OUT WASH FOUNTAIN GEH! GENERATOR wG INCH OF WATER PR65UiRE,GAUGE GL GREASE LANE NM WALL HYDRANT GPH ANIONS PER HOUR wM WATER METER GPM GALLONS PER MINUTE WMA WATER METER ALARM GR GRADE WiP WEATHERPROOF GRD GROUND WPD WATER PRESSURE DROP H8 HOSE EIBB W5 WET STACK HD HUB DRAIN WT WEATHER TIGHT FMOR HORIZONTAL WTR WATER HP FLOWER YD YARD DRAW HR HOUR HT HEIGHT HTG HEATING. VEN71LATING, HRIAC & AiR CONDITIONING "• � r 'MI. MATTTHEWS 11 9390 : �4 as 0 �/ �c. POW Ef`��,p6 "' •E�v` ?� Att q .ail ll1%. 0till .�r SCHMIDT & rACY CONSULTING ENGINEERS, INC. 400 CI YPLACE 2711 N. HASKELL AVE, DALLAS, TEXAS 75204 TEL 214 - 874 -0200 FAX 214- 824 -1155 I DRAWING DA 09 JUNE 206 Vivian /1..0bom to 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax PROD.: 2402 FILE NO.: PLOT SCALE: 1/8"=V 0„ DATE } REVlSlONS . _ E E � U V z PQ w w 5 � z w Q o Q Vivian /1..0bom to 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax PROD.: 2402 FILE NO.: PLOT SCALE: 1/8"=V 0„ Vivian /1..0bom to 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax PLUMBING SYMBOLS & NOTES P1.0 oW E E E � U V z PQ w w 5 � z w Q o Q x c� PLUMBING SYMBOLS & NOTES P1.0 i 'i Air. r' 0 0 CN in C) CL U) 0 F j{ I MEN __ -' i �I 1 WOMEN 3 I 107 1 O (4� V I i� 11 11 `1 VESTIBUL.. IJ LIt.VESTIBULE 11 I If DEMO an LOWER LEVEL RM -107 & 108 SCALE: 1/4'° - V 0" .E .1 1 1' i i I I i i ti j; 3l 1 i i 1 1 Ir 7 i 1 € €I 1+ i1 j � 1 I I I ( t 1 I t sa t i s E i t s I I 1 � 1j jjj i •� i i 1 , I JI' 'w./ i II 3 LOWER LEVEL RM -107 & 108 l I i I i 2 DRAWING DATE: PROJ.: 2402 FILE NO.. PLOT SCALE: 1/8"- 1 1.0 09 JUNE 2004 i i _ DATE _REVISIONS. E E-� z W I �l � U U Mil z � Q w w z � w ,.., w a4 a Lq I i li 5 F j{ I MEN __ -' i �I 1 WOMEN 3 I 107 1 O (4� V I i� 11 11 `1 VESTIBUL.. IJ LIt.VESTIBULE 11 I If DEMO an LOWER LEVEL RM -107 & 108 SCALE: 1/4'° - V 0" .E .1 1 1' i i I I i i ti j; 3l 1 i i 1 1 Ir 7 i 1 € €I 1+ i1 j � 1 I I I ( t 1 I t sa t i s E i t s I I 1 � 1j jjj i •� i i 1 , I JI' 'w./ i II 3 LOWER LEVEL RM -107 & 108 l I i I i 2 DRAWING DATE: PROJ.: 2402 FILE NO.. PLOT SCALE: 1/8"- 1 1.0 09 JUNE 2004 i i _ DATE _REVISIONS. E E-� z W I �l � U U Mil z � Q w w z � w ,.., w a4 a I F j{ I MEN __ -' i �I 1 WOMEN 3 I 107 1 O (4� V I i� 11 11 `1 VESTIBUL.. IJ LIt.VESTIBULE 11 I If DEMO an LOWER LEVEL RM -107 & 108 SCALE: 1/4'° - V 0" .E .1 1 1' i i I I i i ti j; 3l 1 i i 1 1 Ir 7 i 1 € €I 1+ i1 j � 1 I I I ( t 1 I t sa t i s E i t s I I 1 � 1j jjj i •� i i 1 , I JI' 'w./ i II 3 LOWER LEVEL RM -107 & 108 l I i I i 2 VESTIBULE' ~� n�1�ESTIBULE wir it � II I II j r T - I I I I I CS 1 C� K I — ' (D I (D I I UIr ,E I k Q E I DEMO -LOWER LEVEL RM -115 & 116 SCALE: 1/4" - 1 `--0" f' th'0ME l•• I i 1' 1 ' I i �1 ii 1 M E I 4 LOWER LEVEL RM -115 & 115 SCALE: 1 /4~ - 1 -oy GENERAL__ NOTES: A. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P -TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT. 89 CORE -DRILL ALL HOLES IN SLAB AS REQUIRED FOR NEW PIPING, X -RAY PROPOSED PENETRATION LOCATIONS THROUGH SLAB BEFORE CORING, AVOID ANY STRUCTURAL UPPORTS WITH PENETRATIONS THROUGH SLAB. COORDINATE ALL CORING WITH ARCHITECT, STRUCTURAL, AND OWNER'S REP FOR APPROVAL. ALL PENETRATIONS THROUGH SLAB SHALL BE SEALED TO MAINTAIN A WATER TIGHT CONDITION. PLUMBING NOTES BY SYMBOL: O1 REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL FOR FUTURE CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING RE DEMOLITION NOTES. REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. REMOVE EXISTING WATER CLOSETS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REWORK FIXTURE SUPPORTS WITHIN CHASE FOR NEW WATER CLOSET LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. a REINSTALL CLEANED EXISTING URINAL, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES, REMOVE EXISTING URINALS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REMOVE FIXTURE CARRIERS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES, REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP, CONNECT TO EXISTING PIPING IN WALL, REPLACE ANY TRIM THAT IS BROKEN. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING WATER CLOSETS, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. gOREMOVE EXISTING ELECTRIC WATER COOLER AND CAP PIPING IN CHASE. CLEAN AND RETURN TO OWNER. INSTALL NEW ADA URINAL TO MATCH EXISTING, CONNECT TO EXISTING PIPING IN CHASE► REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. )41, ea•a••� I 0 . MATTHEWS II / •s••••••j 89390 EQ•'a �� +l1 1�/dNAL `fit JAL PLAN NORTH SC$mArIDT & STACY CONSULTING ENGINEERS, INC. 400 CITYPLACE 2711 N. HASKELL AVE. DALLAS, TEXAS 75204 ° TEL 214 - 874 -0200 FAX 214 -824 -1 155 DRAWING DATE: PROJ.: 2402 FILE NO.. PLOT SCALE: 1/8"- 1 1.0 09 JUNE 2004 i _ DATE _REVISIONS. E VESTIBULE' ~� n�1�ESTIBULE wir it � II I II j r T - I I I I I CS 1 C� K I — ' (D I (D I I UIr ,E I k Q E I DEMO -LOWER LEVEL RM -115 & 116 SCALE: 1/4" - 1 `--0" f' th'0ME l•• I i 1' 1 ' I i �1 ii 1 M E I 4 LOWER LEVEL RM -115 & 115 SCALE: 1 /4~ - 1 -oy GENERAL__ NOTES: A. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P -TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT. 89 CORE -DRILL ALL HOLES IN SLAB AS REQUIRED FOR NEW PIPING, X -RAY PROPOSED PENETRATION LOCATIONS THROUGH SLAB BEFORE CORING, AVOID ANY STRUCTURAL UPPORTS WITH PENETRATIONS THROUGH SLAB. COORDINATE ALL CORING WITH ARCHITECT, STRUCTURAL, AND OWNER'S REP FOR APPROVAL. ALL PENETRATIONS THROUGH SLAB SHALL BE SEALED TO MAINTAIN A WATER TIGHT CONDITION. PLUMBING NOTES BY SYMBOL: O1 REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL FOR FUTURE CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING RE DEMOLITION NOTES. REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. REMOVE EXISTING WATER CLOSETS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REWORK FIXTURE SUPPORTS WITHIN CHASE FOR NEW WATER CLOSET LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. a REINSTALL CLEANED EXISTING URINAL, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES, REMOVE EXISTING URINALS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REMOVE FIXTURE CARRIERS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES, REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP, CONNECT TO EXISTING PIPING IN WALL, REPLACE ANY TRIM THAT IS BROKEN. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING WATER CLOSETS, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. gOREMOVE EXISTING ELECTRIC WATER COOLER AND CAP PIPING IN CHASE. CLEAN AND RETURN TO OWNER. INSTALL NEW ADA URINAL TO MATCH EXISTING, CONNECT TO EXISTING PIPING IN CHASE► REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. )41, ea•a••� I 0 . MATTHEWS II / •s••••••j 89390 EQ•'a �� +l1 1�/dNAL `fit JAL PLAN NORTH SC$mArIDT & STACY CONSULTING ENGINEERS, INC. 400 CITYPLACE 2711 N. HASKELL AVE. DALLAS, TEXAS 75204 ° TEL 214 - 874 -0200 FAX 214 -824 -1 155 vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax DRAWING DATE: PROJ.: 2402 FILE NO.. PLOT SCALE: 1/8"- 1 1.0 09 JUNE 2004 _ DATE _REVISIONS. E E-� z W I �l � U U Mil z � Q w w z � w ,.., w a4 a vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax PROJ.: 2402 FILE NO.. PLOT SCALE: 1/8"- 1 1.0 vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 -9053 Fax LOWER LEVEL TOILET ROOMS PLUMBING 1�j � w E E-� z W �l � U U Mil z � Q w w z � w ,.., w a4 a LOWER LEVEL TOILET ROOMS PLUMBING 1�j 41 f VESTIBULE i � 1 I I� ' 1 ; i 1 4 � /-ON QL) CE�kv ;i i i i - - --� 3 i! ti I! i DE11110 - LOBBY LEVEL Rtlll -'208 SCALE: 1 le — 1 -or 7� 70 10 F f •3 pqq (Dq 4 i F L } i LOBBY LEVEL R scat: 1 /a - 1'-Y' 208 F' IN \ IIN • ! 10 V n.� f0 j .,}@ 11 1/ �1 11 La r if DEMO on LEVEL R249 2 j c 1 I ii IN i v i� Ao"%L •1 LOBBY LE SCALE: 1/4" — 1' -0" %mwo, OodoO �� 3 BBY LEVEL RW211 IN 10 ' 10 10 i8 f- vv _1v1 ,\ 4 10 12 CA —209 (61 S LOBBY LEVEL LEVEL RM -211 CORRDCR G � � GENERAL NOTES: A, REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P -TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT, B, CORE-DRILL ALL HOLES IN SLAB AS REQUIRED FOR NEW PIPING. X -RAY PROPOSED PENETRATION LOCATIONS THROUGH SLAB BEFORE CORING, AVOID ANY STRUCTURAL UPPORTS WITH PENETRATIONS THROUGH SLAB, COORDINATE ALL CORING WITH ARCHITECT, STRUCTURAL, AND OWNER'S REP FOR APPROVAL ALL PENETRATIONS THROUGH SLAB SHALL BE SEALED TO MAINTAIN A WATER TIGHT CONDITION. PLUbdBING !VOTES BY SYtvIF Q REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL FOR FUTURE CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING RE DEMOLITION NOTES, REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL. VERIFY EXISTING CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLIRON NOTES, REMOVE EXISTING WATER CLOSETS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REWORK FIXTURE SUPPORTS WITHIN CHASE FOR NEW WATER CLOSET LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. EXISTING URINALS TO REMAIN, REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES, REMOVE EXISTING URINALS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REMOVE FIXTURE CARRIERS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. REMOVE EXISTING URINAL AND REPLACE WITH ADA COMPLIANT URINAL.. REFER TO ARCHITECTURAL DRAWINGS FOR NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP, CONNECT TO EXISTING PIPING IN WALL. REPLACE ANY TRIM THAT IS BROKEN, REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP IN NEW LOCATION. INSTALL WASTE, WATER AND VENT PIPING AS REQUIRED. REFER TO CORING NOTE AND ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING WATER CLOSETS, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 10 INSTALL CLEANED EXISTING WATER CLOSETS IN NEW LOCATIONS, EXTEND PIPING TO NEW LOCATIONS AND REUSED THE EXISTING CARRIERS, MATCH THE EXISTING IF A NEW WATER CLOSET IS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 11 CONNECT NEW4 HOT AND COLD WATER TO EXISTING IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES. 12 CONNECT NEW 2"WASTE TO EXISTING WASTE UNDERFLOOR REFER TO CORING NOTE, AND 2" VENT TO EXISTING VENT IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES, ; j �' •a��a•�siti f ;0 00CENS �• iiawis�i *■'!M■� 89390 � �7 %l 4 + POO ODA coo 'D ago r fop PLAN NORTH SrACY CONSULTING ENGINEERS, INC. 400 CITYPLACE 2711 N. HASKELL AVE, DALLAS, TEXAS 75204 TEL 214-874 -0200 FAX 214 -824 -1155 DRAWING DATE: PROJ,: 2402 FILE NO,: PLOT SCALE: 09 JUNE 2004 TOILET ROOMS PLUMBING P2.2 QAT�_ REVIS14N� t \ N %mwo, OodoO �� 3 BBY LEVEL RW211 IN 10 ' 10 10 i8 f- vv _1v1 ,\ 4 10 12 CA —209 (61 S LOBBY LEVEL LEVEL RM -211 CORRDCR G � � GENERAL NOTES: A, REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P -TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT, B, CORE-DRILL ALL HOLES IN SLAB AS REQUIRED FOR NEW PIPING. X -RAY PROPOSED PENETRATION LOCATIONS THROUGH SLAB BEFORE CORING, AVOID ANY STRUCTURAL UPPORTS WITH PENETRATIONS THROUGH SLAB, COORDINATE ALL CORING WITH ARCHITECT, STRUCTURAL, AND OWNER'S REP FOR APPROVAL ALL PENETRATIONS THROUGH SLAB SHALL BE SEALED TO MAINTAIN A WATER TIGHT CONDITION. PLUbdBING !VOTES BY SYtvIF Q REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL FOR FUTURE CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING RE DEMOLITION NOTES, REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL. VERIFY EXISTING CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLIRON NOTES, REMOVE EXISTING WATER CLOSETS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REWORK FIXTURE SUPPORTS WITHIN CHASE FOR NEW WATER CLOSET LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. EXISTING URINALS TO REMAIN, REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES, REMOVE EXISTING URINALS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REMOVE FIXTURE CARRIERS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. REMOVE EXISTING URINAL AND REPLACE WITH ADA COMPLIANT URINAL.. REFER TO ARCHITECTURAL DRAWINGS FOR NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP, CONNECT TO EXISTING PIPING IN WALL. REPLACE ANY TRIM THAT IS BROKEN, REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP IN NEW LOCATION. INSTALL WASTE, WATER AND VENT PIPING AS REQUIRED. REFER TO CORING NOTE AND ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING WATER CLOSETS, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 10 INSTALL CLEANED EXISTING WATER CLOSETS IN NEW LOCATIONS, EXTEND PIPING TO NEW LOCATIONS AND REUSED THE EXISTING CARRIERS, MATCH THE EXISTING IF A NEW WATER CLOSET IS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 11 CONNECT NEW4 HOT AND COLD WATER TO EXISTING IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES. 12 CONNECT NEW 2"WASTE TO EXISTING WASTE UNDERFLOOR REFER TO CORING NOTE, AND 2" VENT TO EXISTING VENT IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES, ; j �' •a��a•�siti f ;0 00CENS �• iiawis�i *■'!M■� 89390 � �7 %l 4 + POO ODA coo 'D ago r fop PLAN NORTH SrACY CONSULTING ENGINEERS, INC. 400 CITYPLACE 2711 N. HASKELL AVE, DALLAS, TEXAS 75204 TEL 214-874 -0200 FAX 214 -824 -1155 DRAWING DATE: PROJ,: 2402 FILE NO,: PLOT SCALE: 09 JUNE 2004 TOILET ROOMS PLUMBING P2.2 QAT�_ REVIS14N� \ N NN I, %mwo, OodoO �� 3 BBY LEVEL RW211 IN 10 ' 10 10 i8 f- vv _1v1 ,\ 4 10 12 CA —209 (61 S LOBBY LEVEL LEVEL RM -211 CORRDCR G � � GENERAL NOTES: A, REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE TYPES AND SPECIFICATIONS. PROVIDE ALL STOP VALVES, P -TRAPS ETC. AS REQUIRED FOR COMPLETE INSTALLATION. INSULATE ALL EXPOSED WASTE AND WATER LINES WITH 'PLUMBEREX PRO SERIES 2000' INSULATION KIT, B, CORE-DRILL ALL HOLES IN SLAB AS REQUIRED FOR NEW PIPING. X -RAY PROPOSED PENETRATION LOCATIONS THROUGH SLAB BEFORE CORING, AVOID ANY STRUCTURAL UPPORTS WITH PENETRATIONS THROUGH SLAB, COORDINATE ALL CORING WITH ARCHITECT, STRUCTURAL, AND OWNER'S REP FOR APPROVAL ALL PENETRATIONS THROUGH SLAB SHALL BE SEALED TO MAINTAIN A WATER TIGHT CONDITION. PLUbdBING !VOTES BY SYtvIF Q REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL FOR FUTURE CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING RE DEMOLITION NOTES, REMOVE EXISTING LAVATORIES AND CAP PIPING IN CHASE OR WALL. VERIFY EXISTING CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLIRON NOTES, REMOVE EXISTING WATER CLOSETS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REWORK FIXTURE SUPPORTS WITHIN CHASE FOR NEW WATER CLOSET LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. EXISTING URINALS TO REMAIN, REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES, REMOVE EXISTING URINALS, CAP PIPING IN CHASE FOR FUTURE CONNECTIONS AND REMOVE FIXTURE CARRIERS. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION NOTES. REMOVE EXISTING URINAL AND REPLACE WITH ADA COMPLIANT URINAL.. REFER TO ARCHITECTURAL DRAWINGS FOR NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP, CONNECT TO EXISTING PIPING IN WALL. REPLACE ANY TRIM THAT IS BROKEN, REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING LAVATORIES IN NEW COUNTERTOP IN NEW LOCATION. INSTALL WASTE, WATER AND VENT PIPING AS REQUIRED. REFER TO CORING NOTE AND ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. REINSTALL CLEANED EXISTING WATER CLOSETS, CONNECT TO EXISTING PIPING IN CHASE, REWORK EXISTING CARRIERS TO MATCH NEW LAYOUT. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 10 INSTALL CLEANED EXISTING WATER CLOSETS IN NEW LOCATIONS, EXTEND PIPING TO NEW LOCATIONS AND REUSED THE EXISTING CARRIERS, MATCH THE EXISTING IF A NEW WATER CLOSET IS REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR NEW CONSTRUCTION NOTES. 11 CONNECT NEW4 HOT AND COLD WATER TO EXISTING IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES. 12 CONNECT NEW 2"WASTE TO EXISTING WASTE UNDERFLOOR REFER TO CORING NOTE, AND 2" VENT TO EXISTING VENT IN CHASE, REFER TO ARCHITECTURAL NEW CONSTRUCTION NOTES, ; j �' •a��a•�siti f ;0 00CENS �• iiawis�i *■'!M■� 89390 � �7 %l 4 + POO ODA coo 'D ago r fop PLAN NORTH SrACY CONSULTING ENGINEERS, INC. 400 CITYPLACE 2711 N. HASKELL AVE, DALLAS, TEXAS 75204 TEL 214-874 -0200 FAX 214 -824 -1155 �o C11 � ko ko K °c� 4 vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 69053 Fax w E-+ z � w z w a w z Q V1 d E-+ w z r� V DRAWING DATE: PROJ,: 2402 FILE NO,: PLOT SCALE: 09 JUNE 2004 TOILET ROOMS PLUMBING P2.2 QAT�_ REVIS14N� �o C11 � ko ko K °c� 4 vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 69053 Fax w E-+ z � w z w a w z Q V1 d E-+ w z r� V PROJ,: 2402 FILE NO,: PLOT SCALE: �o C11 � ko ko K °c� 4 vivian 4311 Oak Lawn Avenue Suite 200 Dallas, Texas 75219 (214) 979 -9050 (214) 979 69053 Fax w E-+ z � w z w a w z Q V1 d E-+ w z r� V LOBBY LEVEL TOILET ROOMS PLUMBING P2.2