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Plans (32)
BU P2018-00295 ARCHITECT 1.0 GENERAL CONDITIONS PROJECT SUMMARY ALTERNATES 1.40 IF THE CONTRACTOR CLAIMS THAT REVISIONS TO DWGS. INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE 6.14 PROVIDE TELEPHONE OUTLETS(WHERE SHOWN ON"ELECTRICAL/TELEPHONE PLAN')AND CONDUIT RUNS TO CEILING. 1.1 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION STANDARD FORM OF THE AMERICAN INSTITUTE OF idGROUP WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS, IN ANY ARCHITECTS,CURRENT EDITION, SHALL APPLY TO THE WORK IN THIS DOCUMENT, EXCEPT AS SPECIFICALLY MODIFIED EVENT BEFORE PROCEEDING TO EXECUTE THE WORK&THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE 6.15 ELECT., DATA&TELEPHONE WIRING&CONDUIT SHALL BE CONCEALED IN PARTITIONS 84/OR CLG. • PROJECT ADDRESS: ACCEPT/ BELOW AND/OR BY THE AGREEMENT. "CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO DESCRIPTION SHEETS DECLINE PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 6.16 EXISTING OUTLETS ARE NOT BEING USED, EXISTING SERVICE SHALL BE REMOVED TO THE NEXT REMAINING BOX OR THE ® Carry D. McLain 1.2 PRIOR TO BEGINNING WORK,THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE MAIN PANEL,U.O.N. 10260 SW GREENBURG ROAD PROVIDE PRICING TO ADD FULL GLASS LITE TO OFFICE 4431450. MATCH EXISTING SIDE LITE CHRONOLOGICAL PHASES OF HIS WORK, SCHEDULE OF VALUES,AND INSURANCE CERTIFICATE.THIS SCHEDULE SHALL 1.41 CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY idGROUP AND SHOULD INCLUDE A 4TH FLOORFRAME FINISH, INSTALLATION METHOD AND NEW FILM SPECIFICATION, REFERENCE SHEET Architect INDICATE ORDERING LEAD TIMES,A BEGINNING&END DATE FOR EACH PHASE&A PROJECTED COMPLETION DATE FOR COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED MATERIALS BEING USED,THE ROOM SCHEDULE NUMBER OF 6.17 CONVENIENCE RECEPTACLES SHALL BE BUILDING STANDARD DUPLEX TYPE, RATED 15 AMP, 125 V., GROUNDED TYPE, TIGARD, OR 97223 A2.0 AND A6.0. PROVIDE PRICING TO ADD SIDELITE AT OFFICES 447 AND 448. MATCH 2641 IRVING BLVD. THE ENTIRE PROJECT. THE AREA BEING WORKED IN, AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. U.O.N. Al D1.0,A2.0 EXISTING SIZE, FRAME FINISH, INSTALLATION METHOD AND NEW FILM SPECIFICATION. DALLAS, TEXAS 75207 1.3 WHERE THE CONTRACT, NOTES OR DRAWINGS CALL FOR WORK OF A MORE STRINGENT NATURE THAN THAT REQD. BY 2.0 DEMOLITION 6.18 THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER WIRING. • PROJECT DESCRIPTION: RELOCATE EXISTING FIRE EXTINGUISHER. IDG TO PROVIDE LOCATION UPON ACCEPTANCE 972.861.2296 � THE BLDG.CODE OR OTHER DEPARTMENTS HAVING JURISDICTION OVER THE WORK,THE WORK OF THE MORE OF ALTERNATE. (ADD) RE4.�IE�VE STRINGENT NATURE CALLED FOR BY THE CONTRACT,CONSTR. NOTES OR DRAWINGS SHALL BE FURNISHED, 2.1 THE CONTR. SHALL INSPECT THE SITE&CALL ATTENTION TO ENVIRONMENTAL HAZARDS W/BLDG. MGMT.SAID HAZARDS 7.0 H.V.A.C. PARTIAL REMODEL OF EXISTING EXECUTIVE OFFICE SUITES ARE TO BE REMOVED AT THE BLDGS EXPENSE. REMOVAL TO ADHERE TO THE ENVIRONMENTAL PROTECTION AGENCY'S BREAKROOM, PRIVATE OFFICES, HALLWAYS AND RECEPTION AREA. PROVIDE PRICING TO ADD SIDELITE TO OFFICE 421. MATCH EXISTING SIZE, FRAME FINISH, OCT 2 4 ZOI8 1.4 THE CONTRACTOR SHALL BE FULLY&SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT& RECTIFICATION OF GUIDELINES. 7.1 THE CONTRACTOR SHALL PROVIDE H.V.A.C. ENGINEERING, &WORK FOR DESIGN BUILD PROJECTS. A2 INSTALLATION METHOD AND NEW FILM SPECIFICATION, REFERENCE SHEET A2.0 AND A6.0. D1.0, A2.0 DAMAGED, DEFECTIVE MATERIAL&WORKMANSHIP IN CONNECTION WrrHE CONTRACT WORK. CONTR.SHALL REPLACE (ADD) CITY OF TIGAFD OR REPAIR AS DIRECTED SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE 2.2 THE CONTRACTOR SHALL FURNISH LABOR AND MATERIAL TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS AS 7.2 THE H.V.A.C.CONTRACTOR SHALL INSPECT SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB. • SCOPE OF WORK: PROVIDE PRICING TO REFINISH EXISTING CREDENZA IN BOARDROOM 400GG TO MATCH BUILDING DMS ON YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. INDICATED ON idGROUP DRAWINGS. 7.3 INSTALLATION SHALL BE COORDINATED WITH TRADES TO MINIMIZE CONFLICTS. CEILING DIFFUSERS TO BE RELOCATED 1. WORK IN THIS CONTRACT INCLUDES NEW FLOOR AND WALL FINISHES. A3 TABLE FINISH. (ADD) A2.6 DESIGN CONSULTANT 1.5 idGROUP DRAWINGS&ALL CONSTRUCTION NOTES ARE COMPLEMENTARY,&WHAT IS CALLED FOR BY EITHER WILL BE 2.3 THE CONTRACTOR SHALL FURNISH BLDG. MANAGEMENT WITH A COMPLETE INVENTORY LIST OF ITEMS THAT CAN BE TO MAINTAIN NEW FIXTURE PATTERNS. NEW PARTITIONS AND FINISHES OF STUD WALLS IN AREAS OF BINDING AS IF CALLED FOR BY ALL.ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DWGS. SHALL BE REUSED AND/OR STORED IN BUILDING STOCK. CONSTRUCTION. PROVIDE PRICING TO ADD SIDELITES TO ALL EXTERIOR OFFICES. MATCH EXISTING SIDE PROVIDED AS THOUGH SHOWN ON ALL RELATED DWGS. 7.4 THE H.V.A.C. ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK EXISTING EQUIPMENT& LITES FRAME FINISH, SIZE AND NEW FILM SPECIFICATION. RELOCATE EXISTING FIRE 2.4 THE CONTRACTOR SHALL EXECUTE WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL DETERMINE NEW EQUIPMENT TO MEET THE ABOVE REQUIREMENTS. 2. WORK INCLUDES CONNECTION TO AND EXTENSION OF THE BASE A4 MECHANICAL, D1.0,A2.0 BUILDING UTILITIES AND SERVICES (ELECTRICAL, EXTINGUISHERS AS REQUIRED. IDG TO PROVIDE LOCATIONS UPON ACCEPTANCE OF 1.6 THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL OF DEBRIS, INCLUDING OVERTIME WORK. .111111111 ALTERNATE.(ADD) SUB-CONTRACTORS,CRAFTSMAN&TRADESMAN REQ'D.TO COMPLETE THE JOB, 7.5 BUILDING MECH.SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE SUBMITTED IN WRITING BY THE H.V.A.C. PLUMBING). licillro 2.5 WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED;UNLESS CONTR.A MINIMUM OF 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE H.V.A.C. CONTRACTOR SHALL OBTAIN 3. CHANGE TO EXISTING BASE BUILDING WASHROOMS. NO CHANGE TO 1.7 THE CONTR. SHALL NOTIFY idGROUP PRIOR TO FINAL BIDDING IF HE CANNOT COMPLY WITH WORK CALLED FOR ON OTHERWISE NOTED. APPROVAL FROM AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. SHUT DOWN AFFECTING THE NORMAL BASE BUILDING PLUMBING FIXTURE COUNT. THESE DRAWINGS. H.V.A.C.SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE AFTER HOURS. 2.6 THE CONTRACTOR SHALL CAP&FLUSH OFF BEHIND FINISH SURFACES PROJECTING ITEMS WHICH ARE ABANDONED. 1.8 THE CONTRACTOR SHALL NOTIFY idGROUP OF DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS AND FIELD 7.6 BALANCING OF HVAC SYSTEM SHALL BE DONE BY A QUALIFIED ENGINEER. SUBMIT WRITTEN REPORT TO BUILDING CONDITIONS BEFORE COMMENCING WITH WORK AND REQUEST CLARIFICATION PRIOR TO FINAL BIDDING. 3.0 PATCHING & CUTTING MANAGEMENT UPON COMPLETION. • APPLICABLE BUILDING CODESdGRou p i 1-9 BEFORE SUBMITTING A PROPOSAL, CONTRA ,T R SHALL VISIT THE PREMISES FAMILIARIZE THEMSELVES WITH EXISTING 3.1 THE CONTRACTOR SHALL DO THE CUTTING,FITTING&PATCHING WORK THAT MAY BE REQ'D.TO MAKE RELATED PARTS 7.7 DUCT WORK SHALL BE INSULATED FOR THERMAL AND ACOUSTIC CONSIDERATIONS. REF. NOTE 4.7 FOR ADDITIONAL JURISDICTION CITY OF TIGARD CONTRACTOR CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE&SCOPE OF THE WORK&THE DIFFICULTIES THAT ATTEND COME TOGETHER PROPERLY. INFORMATION. 13125 SW HALL BLVD. ITS EXECUTION. TIGARD, OR 97223 2641 IRVING BLVD. 3.2 THE CONTRACTOR SHALL PROVIDE FLOOR CUT-OUTS AND PATCHING FOR THE INSTALLATION OF RELATED WORK. 8.0 PLUMBING TEL: 503.639.4171 DALLAS, TEXAS 75207 1.10 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE BUILDING 2014 OREGON STRUCTURAL SPECIALTY CODE TEL: 214-638-6800 AND LATER CLAIMS FOR LABOR, EQUIPMENT,OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,WHICH COULD 3.3 THE CONTRACTOR SHALL SURVEY&REPAIR EXISTING FINISHED SURFACES FOR DAMAGE SUCH AS CHIPS,CRACKS, 8.1 THE CONTRACTOR SHALL SUPPLY PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES SHOWN ON CONSTRUCTION HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT BE RECOGNIZED. HOLES,&OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED INSTALLATION. PLANS AND DETAIL DRAWINGS. FIRE 2016 PORTLAND FIRE CODE PLUMBING 2017 OREGON PLUMBING SPECIALTY CODE 1.11 CONTRACTOR SHALL CONTACT THE BLDG. MANAGEMENT TO DETERMINE THE RULES OF THE BLDG.OWNER FOR 3.4 EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED OR PLASTER PATCHED. 8.2 THE CONTRACTOR SHALL SUBMIT CUT SHEETS OF NEW FIXTURES, FITTINGS AND ACCESSORIES TO idGROUP FOR W CONSTRUCTION,TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE(SEE BELOW),WHAT PHASES OF REVIEW.REF: NOTE 1.17. MECHANICAL 2014 OREGON MECHANICAL SPECIALITY CODE o CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME,AND IN GENERAL,ANY SPECIAL BLDG. REQUIREMENTS 3.5 DAMAGED EXISTING AREAS TO REMAIN&EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK ELECTRICAL 2017 OREGON ELECTRICAL SPECIALTY CODE 0 S WHICH WILL AFFECT THEIR WORK, (IF OVERTIME WORK IS REQUIRED BY ANY TRADE,APPROVAL MUST BE OBTAINED SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH. ADJACENT AREAS IN MATERIALS, FIRE RATING,FINISH&COLOR, 8.3 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH MFR. RECOMMENDATIONS FOR INSTALLATION&WITH CO PRIOR TO THE EXECUTION OF ANY WORK, INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK U.O.N. OTHER TRADES. ACCESSIBILITY 2014 OREGON STRUCTURAL SPECIALTY CODE SHALL BE DONE ON REGULAR TIME EXCEPT NOISE GENERATING CONSTRUCTION.IT SHALL BE THE RESPONSIBILITY OF ENERGY 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE EACH CONTR.TO CHECK THE RULES®ULATIONS GOVERNING WORK ON THE PREMISES INCLUDING THE FOLLOWING: 3.6 FIRE PROOFING REMOVED FROM COLUMNS&BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED W/ 8.4 EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING SURFACES ,i g (A) DATE AND TIME OF DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITHE PERSON HAVING JURISDICTION THE SAME MATERIAL&RATING AS THAT WHICH WAS REMOVED. SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE CONTR.SHALL ALSO i `1 ie OVER PREMISES (OVERTIME CHARGES&/OR ANY NECESSARY EXPENSE SHALL BE PAID BY THE CONTR. REQUIRING INCLUDE IN THE ESTIMATE A PRICE FOR CEILING REMOVAL AND REINSTALLATION FOR PLUMBING WORK SERVICE. a 4.0 PARTITIONS • BUILDING DATA 1 4' (B) BLDG. CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS,SIZE OF DOORWAYS, 8.5 FURNISH VALVES FOR THE PROPER CONTROL OF FIXTURES, LINE OR PIECE OF APPARATUS SO THAT IT MAY BE SHUT ► '� CORRIDORS,WINDOW OPENINGS,ETC,SHALL BE CHECKED FOR TIMES BEING DELIVERED BY CONTR. REQUESTING 4.1 WALL DIMENSIONS ARE FINISHED FACE OF WALL TO FINISHED FACE OF WALL U.O.N.CENTERLINE OF WALL TO ALIGN OFF FOR REPAIR W/O INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BLDG. CONSTRUCTION TYPE: 1B Approved plains ii�# LAIN DELIVERY. WITH CENTERLINE OF MULLION/COLUMN,U.O.N. AUTOMATIC SPRINKLER SYSTEM: YES shall be on job site's (C) CHARGES INVOLVING THE INSTALLATION&/OR OPERATION OF A HOIST SYSTEM, IF REQD,SHALL BE BORNE BY 8.6 BEFORE BEING COVERED UP OR BUILT-IN, PIPING SHALL BE TESTED PER THE AUTHORITIES HAVING JURISDICTION. FIRE ALARM SYSTEM: YES THE CONTR. USING THE SYSTEM. CHARGES INVOLVING THE TEMPORARY REMOVAL&REINSTALLATION OF WINDOW 4.2 THE CONTRACTOR SHALL PROVIDE PARTITIONS AS DESIGNATED ON idGROUP DRAWINGS. DALLAS, TEXAS SASH WOR FIXED PANELS REQD. FOR DELIVERY SHALL BE BORNE BY THE CONTR. 8.7 INSULATE EXPOSED HOT WATER LINES AND DRAIN PIPES WHERE ACCESSIBLE PROVISIONS HAVE BEEN MADE. STAND PIPES: YES ` ', 4.3 THE CONTRACTOR SHALL PROVIDE CHALK LINES ON THE SLAB OF PARTITIONS FOR APPROVAL PRIOR TO FRAMING. NUMBER OF STORIES: 12 1.12 THE CONTRACTOR, HIS SUBCONTRACTOR, &OTHER CONTRS.INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY idGROUP IS TO BE NOTIFIED OF ANY DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED 9.0 CABINET WORK �� COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK,AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR ON PLAN OR OF APPARENT CONSTRUCTION CONFLICTS. 011 MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE CONTRACTOR. 9.1 CABINET FINISHES SHALL BE AS NOTED ON DRAWINGS. • PROJECT DATA 1/0.11141 4.4 WALLS SHOWN ALIGNED WITH BASE BLDG.STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BLDG.STRUCTURE, OCCUPANCY CLASSIFICATION: B-BUSINESS 1.13 THE CONTRACTOR SHALL REMOVE RUBBISH&WASTE MATERIALS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF U.O.N. 9.2 "INSTALLED"CABINETS SHALL BE SCRIBED TO WALL OR CEILING.CABINET CONTRACTOR TO CHECK JOB PROGRESS AND CARPET&CABINET INSTALLATION,TELEPHONE COMPANY INSTALLATION,ETC.&PROVIDE FOR ITS REMOVAL FROM THE COORDINATE WITH OTHER TRADES INVOLVED. LOAD FACTOR: 100 SITE.SITE SHALL BE LEFT"BROOM CLEAN"AT END OF DAY. 4.5 THE CONTRACTOR SHALL USE METAL TRIM ACCESSORIES AT EXPOSED CORNERS, EDGES AND ENDS IN PLASTER AND TENANT FLOOR AREA: 18,590 USF PROJECT NO.: 55-162 DRYWALL PARTITIONS. 9.3 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON WOOD DOORS. DRAWN BY: AB 1.14 THE USE OF THE WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION WITH ITEMS SPECIFIED, IS INTENDED TO MEAN"THAT TOTAL OCCUPANT LOAD: 186 OCCUPANTS CHECKED BY: MS/LL/GH WHICH SHALL BE FURNISHED, INSTALLED, &CONNECTED BY THE CONTRACTOR.", U.O.N. 4.6 PARTITIONS SHALL BE ANCHORED FIRMLY USING MECHANICAL FASTENERS MEETING INDUSTRY STANDARDS,STATE,& 9.4 FINISHED WORK SHALL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO PLACE. MINIMUM # OF REQD EXITS: 2 REQUIRED/2 PROVIDED LOCAL CODES REQUIREMENTS. 1.15 WHERE THE TERMS"APPROVED EQUAL","OTHER APPROVED","EQUAL TO","ACCEPTABLE"OR THE OTHER GENERAL 9.5 WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED TO MEET CURRENT AWI STANDARDS OF"CUSTOM MAXIMUM TRAVEL DISTANCE QUALIFYING TERMS ARE USED, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT 4,7 THE CONTRACTOR SHALL SUPPLY RETURN AIR OPNG'S. IN PARTITIONS TO DECK&ABOVE CLGS. TO MATCH AREA GRADE"SPECIFICATIONS, U.O.N. W/AUTOMATIC FIRE SPRINKLERS: 300'-0" OF idGROUP AND MUST BE SUBMITTED PER NOTE 1.16. CALCULATION REQUIREMENTS AS SHOWN ON ENGINEERING DWGS. ALL OPNG'S IN DEMISING&SOUND ATTENUATED SEISMIC CATEGORY: A OFFICE ��� WALLS TO HAVE SOUND BOOTS. OPNG'S. IN FIRE RATED WALLS SHALL HAVE FIRE OR SMOKE DAMPERS REQ'D. BY LOCAL 9.6 CONTRACTOR TO SUBMIT SHOP DRAWINGS&SAMPLES TO idGROUP FOR APPROVAL. MILLWORK SHOP DRAWINGS ARE umgcs 1.16 THE CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS OF BLDG.CODES.CONTR.TO COORDINATE W/ENGINEERING DWGS. &INFORM idGROUP OF DISCREPANCIES PRIOR TO FINAL TO CALL OUT MATERIALS&FINISHES. JOINTS,CORNERS,&EDGES ARE TO BE DETAILED INDIVIDUALLY. DIMENSIONS, �+4PT SPECIFIED PRODUCTS OR WORK FOR REVIEW BY idGROUP. HE SHALL INCLUDE CUT SHEETS W/SPECIFICATIONS& BID. CRITICAL OR OTHERWISE,ARE TO BE CALLED OUT ON THE SHOP DRAWINGS idGROUP WILL NOT REVIEW DRAWINGS Y OF 7G REASONS FOR SUBSTITUTION. idGROUP SHALL RESPOND IN TEN WORKING DAYS TO SUBMITTAL. NO SUBSTITUTIONS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. REF: NOTE 1.17. RcY Le.*r.D FOR CODE CO SHALL BE ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED. 4.8 THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR WALL PARTITIONS FOR DUCT WORK. RETURN AIR OPNG'S. AND GRILL OPNG'S.ABOVE AND BELOW CLGS. THESE ARE TO BE COORDINATED WITH H.V.A.C. ENGINEERING DWGS. 9.7 MILLWORK,SPECIFIED PRODUCTS,&SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL&SHOP DWG,PREPARATION& Approved I - 1.17 THE CONTRACTOR SHALL REVIEW, DATE, SIGN&SUBMIT FABRICATION DRAWINGS, FIXTURE,&EQUIPMENT CUT SHEETS AND THE MECHANICAL CONTR. SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING, REVIEW. SHOP DINGS. &SUBMITTALS SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY PROJECT DIRECTORY OTC.TO idGROUP FOR REVIEW. HE SHALL PROVIDE 3 SETS OF BLUEPRINTS FOR FABRICATION DRAWINGS. idGROUP SHALL VIBRATION,AND FIRE RATING. idGROUP. HAVE A 40 WORKING HOUR(5 DAYS)SHOP DRAWING TURN-AROUND TIME FROM THE DATE OF RECEIPT. ALL SHOP pCtil�t ft DRAWINGS&CUT SHEETS SIGNED"REVIEWED"SHALL SUPERCEDE ORIGINAL DWGS. IN DESIGN APPEARANCE ONLY. 4.9 THE CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL,ELECT.&PLUMBING INSTALLATIONS 10.0 DOORS, BUCKS, HARDWARE [►r' .m Ir' : nage CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. PER LOCAL BLDG. CODES. LOCATIONS SHALL BE COORDINATED WITH idGROUP PRIOR TO FINAL INSTALLATION. TENANT'S PROJECT LANDLORD/ PROPERTY MANAGER Address: i 0 10.1 THE CONTRACTOR SHALL PROVIDE BUCK ASSEMBLIES&DOORS PER MFR. OR AS SHOWN ON idGROUP DRAWINGS,U.O.N. cu./ rI7Pf�trf �V •�= 1.18 THE CONTRACTOR SHALL PROVIDE NECESSARY PROTECTION OF HIS WORK AND THE ADJACENT AREAS ABUTTING THE 4.10 THE CONTRACTOR WILL NOT BE ENTITLED TO EXTRAS FOR OPENING PARTITIONS OR CEILINGS BECAUSE OF MANAGER SHORENSTEIN REALTY SERVICES, LP Suite O PROJECT.THIS INCLUDES NOISE&DUST CONTROL AS WELL AS PHYSICAL DAMAGE. COORDINATION FAILURES WITH TELEPHONE INSTALLATION,SECURITY SYSTEMS,OR COMPUTER DATA SYSTEMS. 10.2 LOCK SETS SHALL BE"KEYED"IN ACCORDANCE WITH THE BUILDING REQUIREMENTS. "KEYS"ARE TO BE DELIVERED TO REGUS GROUP NETWORK 10220 SW GREENBURG ROAD TENANT PROPERLY TESTED. THE NUMBER OF MASTER&PASS KEYS SHALL BE COORDINATED WITH BUILDING 15305 DALLAS PARKWAY SUITE 310 B „. Dater 1.19 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE PROJECT OR ADJACENT SPACES CAUSED BY HIS WORK 4.11 CONTRACTOR TO PROVIDE idGROUP WITH THE SELECTED STUD MANUFACTURER SPAN TABLE. MANAGEMENT. SUITE 400 PORTLAND,OR 97223 , OR WORKMEN. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE DONE IN A PROMPT AND PROFESSIONAL 11.0 PAINTING&WALLCOVERING ADDISON,TX 75001 TEL: 503.412.4880 MANNER. 5.0 CEILING 11.1 AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS,U.O.N. TEL:214.295.3740 FAX:503.619.3110 • CONTACT:TOM MCLEAN CONTACT: RACHEL CHAUVIN 1.20 idGROUP IS NOT RESPONSIBLE FOR ENGINEERING THESE DOCUMENTS. FOR CONSTRUCTION SETS WITHOUT 5.1 THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW MINERAL/WOOD ACOUSTIC SUSPENDED CLG.ONLY IN AREAS 11.2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING INCLUDING PILASTERS, FASCIAS,JAMBS, REVEALS, EMAIL:tom.mclean@regus.com EMAIL:rchauvin@shorenstein.com ENGINEERING DOCUMENTS THE CONTRACTOR SHALL PROVIDE SHOP DWGS. PRIOR TO CONSTRUCTION&AS-BUILTS DESIGNATED ON idGROUP REFLECTED CEILING PLAN. RETURNS, &VERTICAL SURFACES NOT INCLUDED IN CLG. UPON COMPLETION FOR ELECTRICAL&MECHANICAL TRADES TO THE LANDLORD. TENANT'S NETWORK DESIGN CONSULTANT Iiii) 5.2 FASCIAS OR BREAKS IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND/OR ALTERATION OF H.V.A.C.OR 11.3 WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLED,SANDED, ETC.TO PROVIDE A SMOOTH FINISH AND INFRASTRUCTURE THE idGROUP 1.21 THE CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE COSTS (INCLUDING OVERTIME WORK) FOR REMOVAL NEW MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING SURFACE READY FOR PRIMER AND PAINT. PROJECT MANAGER 2641 IRVING R DALLAS,ITX BLVD.207 INSTALLATION&REINSTALLATION WORK FOR PLUMBING,CLG. (TAKE-DOWN&REINSTALLATION), ELECT,TELEPHONE, CHANNELS. 7 COMMUNICATIONS EQUIPMENT OR HVAC WORK IN CLG.PLENUM. 11.4 WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS REGUS GROUP NETWORK TEL:214.638.6800 5.3 SUSPENDED CLG.HT. SHALL BE AS SHOWN ON idGROUP DRAWINGS AND DETAILS.ANY DEVIATION FROM HT.SHOWN ENAMEL, FREE OF BRUSH MARKS. 15305 DALLAS PARKWAY FAX:214.689.0301 1.22 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF WILL BE SUBMITTED TO idGROUP FOR APPROVAL. HEAD ROOM ALONG AN ACCESSIBLE ROUTE SHALL NOT BE LESS THAN 4TH FLOOR CONTACT: NIAGARA SEILER CONSTRUCTION DESIRED ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTR.,MATERIAL AND WORKMANSHIP 80 INCHES PER ADA TITLE III. 11.5 THE CONTRACTOR SHALL, REMOVE SWITCH PLATES,OUTLET PLATES,SURFACE HDWE, ETC, PRIOR TO PAINTING, ADDISON,TX 75001 AVERY BAILEY THROUGHOUT. REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. REMOVE PAINT FROM WHERE IT HAS SPILLED,SPLASHED OR TEL: 214.295.3789 EMAIL: mseiler@idgroupdallas.com 5.4 PRIOR TO CLOSING UP CEILING PLENUM SYSTEMS(H.V.A.C., PLUMBING&ELECTRIC) SHALL BE INSPECTED AND TESTED SPLATTERED ON SURFACES. INCLUDING, BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS, ETC. CONTACT: ROSE PERELLA abailey@idgroupdallas.com 1.23 THE CONTRACTOR SHALL MAINTAIN A CURRENT&COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL BY CONTRACTOR'S ENGINEERS AND BY AUTHORITIES HAVING JURISDICTION TO ENSURE THEIR PROPER INSTALLATION& EMAIL: rose.perella@regus.com PHASES OF CONSTRUCTION FOR USE OF TRADES. FUNCTION. 11.6 THE CONTRACTOR SHALL INSTALL WALLCOVERINGS PER MFR. INSTALLATION SPECIFICATIONS.WALLCOVERINGS SHALL ARCHITECT BE SMOOTH,WITH NO WRINKLES, BUBBLES OR LOOSE EDGES. PASTE AND BRUSH MARKS SHALL BE THOROUGHLY ARTWORK CARRY D. MCLAIN-ARCHITECT =I 1.24 THE CONTRACTOR UPON ACCEPTANCE&APPROVAL OF THE DWGS.ASSUMES FULL RESPONSIBILITY FOR THE 5.5 JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH THE REMOVED. WALLCOVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. RAO CONTRACT SALES, INC. 2641 IRVING BLVD. • CONSTRUCTION, MATERIALS, &WORKMANSHIP OF THE WORK DESCRIBED IN THESE DRAWINGS&HE WILL BE EXPECTED RECESSED LIGHTING FIXTURES REVISION L O G TO COMPLY WITHE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN. 11.7 IRREGULARITIES IN EXISTING PARTITIONS SHALL BE CORRECTED TO ENSURE A PERFECTLY EVEN SURFACE. 392 ATWOOD PLACE DALLAS,TX 75207 5.6 CLGS. IN CLOSETS SHALL BE OF THE SAME HT. &CONSTRUCTION AS THAT OF ADJOINING SPACE U.O.N. WYCKOFF, NJ 07481 TEL:972.861.2296 1.25 EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED. LOOSE ITEMS TIGHTENED,&MISSING OR 11.8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.Q.C. REGULATIONS FOR MATERIALS USED IN TEL: 201.652.1500 CONTACT:CARRY D. MCLAIN BROKEN PARTS REPLACED.THE CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION&"LIKE NEW" 5.7 THE CONTRACTOR SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK FOR LIGHTING CONSTRUCTION. FAX:937.279.6448 EMAIL: cmcfain@idgroupdallas.com 0 DESCRIPTION DATE '7 itiiiilf) CONTACT: SETH BERGMAN APPEARANCE. FIXTURES.REGISTERS,DIFFUSERS AND OTHER INSTALLED ITEMS. 11.9 ALL FINISH PRODUCT OVERAGE SHALL BE COORDINATED WITH TENANTS GENERAL MANAGER FOR POSSIBLE STORAGE. EMAIL: regus@rao.com GENERAL CONTRACTOR 1.26 REQUIRED LIFE SAFETY EXITS SHALL CONTINUOUSLY, BE MAINTAINED FREE FROM OBSTRUCTIONS,AND EXIT WAYS 5.8 THE CONTRACTOR SHALL REPAIR AND/OR REPLACE EXISTING CEILING TILES WHICH ARE REMOVED TO FACILITATE FURNITURE TBD SHALL COMPLY WITH THE A.D.A.TITLE III PROVISIONS. PLENUM SYSTEM INSTALLATIONS. 12.0 FLOORING NEW WORKPLACE RESOURCE GROUP 1.27 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION,EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE 5.9 CEILING GRID(NEW&EXISTING) IS TO BE REPAIRED&LEVELED TO PROPER CONSISTENT HEIGHT BEFORE INSTALLATION 12.1 THE CONTRACTOR SHALL PREPARE SUBFLOOR TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE. LEVEL CHANGE 2941 TRADE CENTER DRIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED AND COMPLY WITH THE A.D.A.TITLE III PROVISION. OF TILES. NOT TO EXCEED 1/4"IN 10'-0", NONCUMULATIVE. SUITE 120 CARROLLTON,TX 75007 1.28 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, 5.10 CEILING TILES TO BE RANDOMLY INSTALLED TO PREVENT BATCHING OF COLORS. 12.2 WORKMANSHIP SHALL BE OF THE BEST QUALITY. WHEN WORK 1S COMPLETE IT SHALL BE FREE FROM BUCKLES, TEL: 972-389-8821 DUCTWORK,CABLES, PIPING, ETC.,AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH FAX: 972.446.1209 EXISTING OR NEW CONSTRUCTION WORK THE CONTRACTOR SHALL CLOSE&/OR PATCH AS REQUIRED,OPNGS.TO 6.0 LIGHTING ELECTRICAL TELEPHONE COORDINATES.TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED, CONTACT:CLOYSE WOOLLEY MATCH IMMEDIATE ADJACENT AREAS IN MATERIAL, FINISH AND FIRE RATING. EMAIL: regus@wrgtexas.com MEP Ce 6.1 THE CONTRACTOR SHALL PROVIDE LIGHTING FIXTURES AND ELECTRICAL WORK AS SHOWN ON DRAWINGS AND NOTES. 12.3 TILE SHALL BE LAID IN SQUARE PATTERN PARALLEL TO WALLS, U.O.N.THE TILE SHALL BE SECURELY CEMENTED&SHALL MKK CONSULTING ENGINEERS, INC. 1.29 THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY O.S.H.A.AND BY FIRE DEPARTMENT BE LAID WITH TIGHT JOINTS. THE ADHESIVE USED FOR CEMENTING TILE SHALL COMPLY WITH LOCAL,STATE,&FEDERAL 1T VENDOR 7600 E.ORCHARD ROAD REGULATIONS,&AS SHOWN ON IdGROUP DRAWINGS. 6.2 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MFR'S RECOMMENDATIONS FOR INSTALLATION. REGULATORY GUIDELINES, IMAGIT SUITE 250-S CONTACT: DAVID LOPERANO GREENWOOD VILLAGE,CO 80111 1.30 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER. 6.3 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE 12.4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC&OTHER WORK DURING THE LAYING OF FLOORING. STONE, EMAIL:dloperano@imagit.com TEL: 303.796.6000 UNDERWRITERS, PUBLIC UTILITIES COMPANY,TELEPHONE COMPANY,AND OTHER AUTHORITIES HAVING JURISDICTION. WOOD, &RESILIENT FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. FAX: 303.796.6099 VALIDITY OF PERMIT 1.31 THE CONTRACTOR SHALL VERIFY SIZE,ELECTRICAL REQUIREMENTS, LOCATION &CHARACTERISTICS OF WORK&/OR CONTACT:ASHLEE DOWNHAM THE 15SU�NCE 4F A PERMIT EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS,W/THE MFR.OR SUPPLIER PRIOR TO THE START OF RELATED WORK. 6.4 NEW MATERIALS SHALL CONFORM WITH THE STANDARDS OF UNDERWRITERS NEW MATERIALS SHALL CONFORM WITH 12.5 UPON COMPLETION,WORK SHALL BE CLEANED BY THE CONTRACTOR, REMOVING ADHESIVE,STAINS,&DEBRIS. SIGNAGE GNPRINTING EMAIL: CT:AS LEE DO eng.com HE ISSUh CONSTRUCTION THE STANDARDS OF UNDERWRITERS SUCH A STANDARD HAS BEEN ESTABLISHED. USSERYCENTURY CIRCLE DOCUME-�I7S AND OTHER 1.32 THE CONTRACTOR SHALL SEE THAT ALL SUB-CONTR. RECEIVE COMPLETE SETS OF WORKING DRAWINGS OR ASSUME 12.6 CONTRACTOR TO COORDINATE ALL FLOORING CONTRS. INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL VARYING 3402 FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO 6.5 PROPOSALS SHALL BE BASED UPON FURNISHING AND INSTALLING NEW LIGHTING FIXTURES AND REMOVING AND FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE CENTERED ON DOOR. IRVING,TX 75062 DATA SHALL NOT PREVENT SUB-CONTRACTORS. REINSTALLING EXISTING LIGHTING FIXTURES OF TYPES AND MFRS AS SPECIFIED IN idGROUP DOCUMENTS. TEL: 972.438.8344 THE COD • OFFICIAL FROM 12.7 THRESHOLDS MUST BE BEVELED&MUST NOT EXCEED 1/2"IN HEIGHT. CONTACT: DAVID HOUDEK REQUIRING THE CORRECTION 1.33 REMOVABLE LABELS WITH NAMES,TRADEMARKS, LOGOS,ETC. SHALL NOT BE VISIBLE. WHERE DETRIMENTAL TO DESIGN. 6.5 EXISTING RELOCATED&EXISTING TO REMAIN FLUORESCENT FIXTURES SHALL BE REFURBISHED,CLEANED&DIM& EMAIL: regus@usseryprinting.com BURNT-OUT LAMPS REPLACED. LAMP COLOR AND WATTAGE TO MATCH EXISTING. 13.0 CHANGES IN THE WORK OF ERR RS.OSSC 105.4 1.34 ALTERNATES TO BASE REQUIREMENTS ARE TO BE PRICED INDIVIDUALLY BY NUMBER INDICATED ON PLAN. 6.7 THE GENERAL AND ELECT.CONTRACTOR SHALL CHECK CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR 13.1 THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, 1.35 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE-IN DATE, CLEARANCE OF DUCTWORK, LIGHTING AND OTHER OBSTRUCTIONS TO ASSURE THE FINISHED CEILING HT. SHOWN ON ADDING TO OR DEDUCTING FROM THE WORK,THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. SUCH WORK SHALL CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR&PREPARE PRICING FOR POSSIBLE TEMPORARY idGROUP DRAWINGS. DISCREPANCIES WILL BE BROUGHT TO idGROUP'S ATTENTION. BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF ASSEMBLIES. TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 6.8 RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILINGS. LINCOLN CENTER 1.36 THE CONTRACTOR SHALL COORDINATE WORK BETWEEN ENGINEERS AND SUBCONTRACTORS. 6.9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL OR LIGHTING INSTALLATION INTO CABINETWORK WITH CENTER #1006 1.37 THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ENTIRE SPACE TO THE SATISFACTION OF idGROUP PRIOR TO BEING CABINET CONTRACTOR. TURNED OVER TO THE TENANT. 0260 SW GREENBURG 6.10 THE ELECTRICAL CONTRACTOR SHALL COORDINATE TELEPHONE/DATA REQUIREMENTS WITH THE TENANT SUPPLIED 1.38 THE BASE BUILDING TOILET FACILITIES SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND TELEPHONE/DATA CONTRACTOR. DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND/OR THOROUGHLY CLEANED TO THE PREFERRED VENDORS LIST SHEET INDEX ROAD SATISFACTION OF idGROUP PRIOR TO BEING TURNED OVER TO THE TENANT. 6.11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR TRADES. 1.39 THE CONTRACTOR AGREES TO PAY TRANSPORTATION CHARGES ON HIS MATERIAL OR EQUIPMENT TO THE POINT OF 6.12 ELECTRICAL,TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON idGROUP PLANS. NOTE: CONTRACTORS MAY CONTACT REGUS NATIONAL VENDORS, BUT CAN ALSO BUY # SHEET NAME A\REVISED SHEETS 4TH FLOOR USE, 8,SHALL BE RESPONSIBLE FOR UNLOADING AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. LOCLLYER 6.13 NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, U.O.N. PR LANG /THOS MAY APPLY TO LIGHTS,APPLIANCES, DOORS, HARDWARE FRAMES, CERDER TO MATCH EXISTING CONDITIONS FOR FSTER DELIVERY AND ILING G0.0 PROJECT INFORMATION, LEGENDS &SCHEDULES TIGARD, OR 97223 TILES, DIFFUSERS,AND GRILLES. G0.2 EXITING PLAN NO. REVISIONS: DATE: LIGHTING G0.3 EXISTING SITE PLAN (PROVIDED BY OTHERS) /\ ABBREVIATIONS GENERAL NOTES LOCATION PLAN WB LIGHT 108 SOUTH JACKSON AVENUE G1.0 ACCESSIBILITY STANDARDS A /\ G1.1 ACCESSIBILITY STANDARDS - B SUITE 101 /\ WYLIE,TX 75098 D1.0 DEMOLITION PLAN A.F.F. ABOVE FINISHED FLOOR M.D.O. MEDIUM DENSITY 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR9. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL TEL:914.846.1445 A2.0 CONSTRUCTION AND TELEPHONE/ELECTRICAL PLAN j Robin r11 fl Ci 0 LI CR]L'1 S FAX:914.846.1345 A.D.A. AMERICANS WITH OVERLAY PANEL TO STARTING OF WORK AND SHALL NOTIFY, IN WRITING, REGUS GROUP AND TRADE PERMITS AND OTHER PERMITS AS MAY BE REQUIRED BY THE Igers and Brew CONTACT:ROBERT NELSON A2.3 REFLECTED CEILING PLAN DISABILITIES ACT MIN. MINIMUM THE IDGROUP OF ANY DISCREPANCIES. JURISDICTIONS HAVING AUTHORITY OVER THE PROJECT, INCLUDING BUT NOT if EMAIL:regus@wblight.com ADDL. ADDITIONAL MFR. MANUFACTURER LIMITED TO SPRINKLER REVIEW FROM THE BUREAU OF FIRE PREVENTION. A2.5 FLOOR FINISH PLAN /\ AMP. AMPERE N.I.C. NOT IN CONTRACT 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVERCARPET/RUBBER BASE A2.6 WALL FINISH PLAN c BD. BOARD N.T.S. NOT TO SCALE DRAWING SCALE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ANY REVISIONS TO THE �,' SW Locust St S1 Locust St /\ INTERFACE A3.0 RESTROOM PLANS BLKG. BLOCKING O.C. ON CENTER 3. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDITIONS. APPROVED PERMIT DOCUMENTS AND PROCESSING THE APPROVAL OF THEA, CONTACT: BRIAN HAYS CAB. CABINET OP'G. OPENING REVISED DOCUMENTS WITH THE JURISDICTIONS HAVING AUTHORITY. to �- TEL: 770.975.4825 A3.1 RESTROOM ELEVATIONS AND DETAILS CLG. CEILING PART. PARTICLE 4. CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 11. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SUBSTRATES TOEMAIL: brian.hays@interface.com A6.0 INTERIOR ELEVATIONS CLR. CLEAR OPENING PR. PAIR HAVING COMPLETE KNOWLEDGE OF ALL CONSTRUCTION DOCUMENTS AND THE RECEIVE NEW FINISHES AND ALL EXISTING SURFACES AND FINISHES ASljrsty LlOr1 PAINT E0.0 ELECTRICAL COVER SHEET LANDLORD REVIEW ISSUE DATE: 10105/18 COL. COLUMNS PREFAB. PREFABRICATED RELEVANCE TO THE WORK. FAILURE TO BE ACQUAINTED WITH THIS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION. Red Lobster CONTR. CONTRACTOR REF. REFERENCE KNOWLEDGE DOES NOT RELIEVE RESPONSIBILITY FOR PERFORMING ALL WORK and Grill... . 6. SHERWIN WILLIAMS E1.0 ELECTRICAL DEMO PLAN TENANT REVIEW ISSUE DATE: 10/05/18 E.C. EXISTING TO BE CAPPED REQD. REQUIRED PROPERLY. ADDITIONAL COMPENSATION SHALL NOT BE ALLOWED DUE TO THE 12. PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED ITEMS INCLUDING a' TEL:214.587.3057 E2.0 LIGHTING PLAN 0260 Southwest FAX:214.553.3907 BID ISSUE DATE: 10/05/18 ELEC. ELECTRICAL SECY. SECRETARY FAILURE TO BECOME FAMILIAR WITH THE ENTIRE CONSTRUCTION DOCUMENT MILLWORK CABINETS AND COUNTERS, SHELVES, ETC. ALL WOOD BLOCKING TO 1CONTACT:PAT BUSCH E3.0 POWER&SYSTEMS PLAN PERMIT ISSUE DATE: 10/05/18 EQ. EQUAL SC.W.D. SOLID CORE WOOD DOOR PACKAGE. ( )O 15-8-260 2 BE OF FIRE RETARDANT TREATED CONSTRUCTION. PER SECTION 7 Greeribtlrg Road EMAIL:pat.t.busch@sherwin.com' CONSTRUCTION ISSUE DATE: XX/XX/18 E.R. EXISTING TO REMAIN S.S. STAINLESS STEEL 5. FIRE SPRINKLER SYSTEM AND FIRE ALARM SYSTEM ARE DESIGN BUILD BY THE 13, ALL WALL AND CEILING FINISHES TO HAVE MINIMUM CLASS l FLAME SPREAD "lay's Pub &Grill E4.0 ELECTRICAL DETAILS & SCHEDULES EWC ELECTRIC WATER COOLER STD. STANDARD CEILING TILE E5.0 ELECTRICAL SPECIFICATIONS CONTRACTOR. CONTRACTOR SHALL SUBMIT FIRE SPRINKLER & FIRE ALARM RATING. (0 TO 25) PER SECTION 7 (15-8-420) u5G CORPORATION F.E. FIRE EXTINGUISHER T.A.S. TEXAS ACCESSIBILITY DRAWINGS TO THE JURISDICTION (AND LANDLORD AS REQUIRED) AND OBTAIN �� USG STRATEGIC ACCOUNTS SALES OPERATION P0.0 PLUMBING COVER SHEET 9 IL FEC FIRE EXTINGUISHER STANDARDS 14. NEW FLOOR FINISHES SHALL MEET CLASS"A"CRITICAL RADIANT FLUX OF 0.45 TEL: x12.436.5787 CABINET U.O.N. UNLESS OTHERWISE APPROVAL PRIOR TO BEGINNING ANY WORK ON THE FIRE SPRINKLER OR ALARM OR HIGHER, PER SECTION 7 (15-8-440) 541 Oak St CONTACT: CHRIS BENJAMIN P1.0 PLUMBING PLANS, DETAILS, SCHEDULES AND SPECIFICATIONS FHC FIRE HOSE CABINET NOTED SYSTEM. THE FIRE SPRINKLER AND ALARM WORK SHALL BE PERFORMED UNDER A SEPARATE PERMIT WHERE APPLICABLE. 15. ALL NEW DOOR HARDWARE TO MEET ACCESSIBILITY REQUIREMENTS. m EMAIL:cbenjamin@usg.com FLUOR. FLUORESCENT V VOLTS d DRAWING TITLE: GA. GAUGE VCT VINYL COMPOSITION TILE 6. FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH NEPA 72 & 13 16. PRIOR TO CONSTRUCTION THE GENERAL CONTRACTOR IS RESPONSIBLE TO '. - .aL LOW VOLTAGE G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD AND THE LOCAL JURISDICTION REQUIREMENTS. USE SEMI RECESSED WALL OBTAIN COPY OF CONSTRUCTION RULES ®ULATIONS ALONG WITH ANY NEW CENTURY COMMUNICATIONS PROJECT INFORMATION GYP BD. GYPSUM BOARD WI WITH MOUNTED CABINETS. OTHER INFORMATION OR RESTRICTIONS FROM THE LANDLORD AND FOLLOW TEL: 503.516.1589 H.M. HOLLOW METAL W/O WITHOUT ALL SET PROCEDURES. CONTACT: LEE McCLURE LEGENDS & SCHEDULES HDWR. HARDWARE 7. ALL FLOORING ALONG A MEANS OF EGRESS PATH OF TRAVEL SHALL BE SLIP EMAIL: ncc@pcez.com HT. HEIGHT RESISTANT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 17. CONTRACTOR TO PROVIDE THREE (3) CLOSE OUT MANUALS IN CD FORMAT AND H.V.AC. HEATING, VENTILATION & (1) HARD COPY IN BINDER WITH THE FOLLOWING DOCUMENTS: ALL ___.__.-- - ----- _ ____.. - - - ..-..._ --.- _ .._ -_..-. __. --- --- --- _. DRAWING NUMBER: AIR CONDITIONING 8. CONTRACTOR SHALL INSPECT ALL EXISTING FIRE PROOFING OF STRUCTURAL GUARANTEES,ALL WARRANTIES, OPERATING MANUALS, GC CONTACT ELEMENTS, DEMISING WALLS,AND FLOOR CEILING ASSEMBLIES WHICH ARE - Clri OF TIGARD - MAX. MAXIMUM INFORMATION, SUBCONTRACTOR CONTACT INFORMATION, CERTIFICATE OF (4, REQUIRED TO BE FIRE PROTECTED BY GOVERNING CODES. CONTRACTOR Alio Shady Ln Approved by Pla(1[11 M.D.F. MEDIUM DENSITY FIBER SHALL PATCH AND REPAIR ALL DAMAGED FIREPROOFING AND SHALL REPLACE OCCUPANCY, LIEN WAIVERS, SIGNED OFF PUNCH LIST AND AIR TEST AND toil_ hP- BOARD BALANCE REPORT. 2... Dc'1t�:_.- �+, T" ALL MISSING FIREPROOFING. CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE 11, RATINGS OF ALL ELEMENTS AND SHALL PATCH AND REPAIR ANY DAMAGED OR c� - eft' -- Rltir�� : GO . 0 REMOVED ELEMENTS AS REQUIRED TO MAINTAIN ALL FIRE RATINGS. - NORTH © 2018 idGROUP, LLC ARCHITECT CODE ANALYSIS CONSTRUCTION TYPE: 1B Carry D. McLain SPRINKLERED BLDG.: FULLY SPRINKLERED Architect 264OCCUPANCY GROUP: B-BUSINESS BLVD. DALLAS, TTEXEXAS 75207 FLOORS: 12 972.861.2296 USABLE SQUARE FOOTAGE: APPROX. 18,590 SF NUMBER OF EXITS: 2 REQUIRED/2 PROVIDED (EXISTING) MAX TRAVEL DISTANCE: 300'-0"MAX REQUIRED/ 162'-7'PROVIDED DESIGN CONSULTANT MAX DEAD END LENGTH: 50-0"MAX EXIT SEPARATION: .1111k THE LONGEST DIAGONAL = 210'-2" c00 REQUIRED EXIT SEPARATION (1/3 THE LONGEST DIAGONAL) = 70'-1" MIN. _ ACTUAL EXIT SEPARATION = 95'-3" idGROUP 2641 IRVING BLVD. . . • U , III A BIII III 111 i Y DALLAS, TEXAS 75207 TEL: 214-638-6800 y I 4TH FLOOR EXITING 7 1 I / NO. TRAVEL DISTANCE I I \ K/S / I I 1391-6" 11 hA \ ® 132'-1" ) ./ i 116'-5" �► ! 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REVISIONS: DATE: 1 --. - ° - 1 - a LOCATION X ; �o oI �., EI E I H l . . 1[1i 1ci± I ! 1I ( IIIII11� _ � o .. i' /\ SW Oak Street o -_ LANDLORD REVIEW ISSUE DATE: 10105/18 • TENANT REVIEW ISSUE DATE: 10/05/18 i+ TRUE NORTH BID ISSUE DATE: 10/05/18 r 1 / MAP & TAX LOT# : 1 S 135AB03400 PERMIT ISSUE DATE: 10/05/18 � CONSTRUCTION ISSUE DATE: XX/XX/18 1 i ZONING : MUE-1 DRAWING TITLE: EXISTING SITE PLAN (PROVIDED BY OTHERS) EXISTING SITE PLAN O � SCALE: N.T.S. (PROVIDED BY OTHERS) DRAWING NUMBER: G0 . 3 © 2018 idGROUP, LLC ARCHITECT CHAPTER 3: BUILDING BLOCKS 307.5 REQUIRED CLEAR WIDTH.PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH 404.2.10 DOOR AND GATE SURFACES.SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES(255 MM) 407 ELEVATORS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS z REQUIRED FOR ACCESSIBLE ROUTES. \ I OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE 408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS-REFER TO ACCESSIBILITY STANDARDS FOR 1 1/2'MIN 2 308 REACH RANGES _ v_ PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR DETAILED REQUIREMENTS . 302 FLOOR OR GROUND SURFACES - W VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1116 INCH (1.6 MM)OF THE SAME PLANE AS THE 409 PRIVATE RESIDENCE ELEVATORS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED 302.2 CARPET.CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM ADVISORY 308.1 GENERAL.REFER TO ACCESSIBILITY STANDARDS FOR DETAILED CWILDREN'S n n CUSHION,PAD,OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL REACH RANGE REQUIREMENTS. z A"A , I A"A OTHER.CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. REQUIREMENTS 308.2 FORWARD REACH i �% z �i z EXCEPTIONS: 410 PLATFORM LIFTS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS FIGURE 505.5 FIGURE 505.6 LOOP,TEXTURED LOOP,LEVEL CUT PILE,OR LEVEL CUTNNCUT PILE TEXTURE. PILE HEIGHT SHALL BE o 18"M!N 2 m 1. SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. HANDRAIL HORIZONTAL 308.2.1 UNOBSTRUCTED.WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH FORWARD REACH v} 112 INCH (13 MM)MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES SHALL BE 48 INCHES(1220 MM) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES(380 I I I t 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS CLEARANCE PROJECTIONS BELOW Carry D. McLain AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL 2°MIN TOP LEADING EDGE TAPERED AT fid DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE GRIPPING SURFACE COMPLY WITH 303. MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT. 502 PARKING SPACES 505.7 CROSS SECTION.HANDRAIL GRIPPING SURFACES SHALL HAVE A CROSS SECTION COMPLYING WITH Architect 308.2.2 OBSTRUCTED HIGH REACH-WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FORA DISTANCE NOT LESS THAN THE - - 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES(255 MM)OF THE FINISH 502.1 GENERAL.CAR AND VAN PARKING SPACES SHALL COMPLY WITH 502.WHERE PARKING SPACES ARE 505.7.1 OR 505.7.2. " - - T _ 2641 IRVING BLVD. 2 REQUIRED REACH DEPTH OVER THE OBSTRUCTION.THE HIGH FORWARD REACH SHALL BE 48 INCHES FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. MARKED WITH LINES,WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE 505.7.1 CIRCULAR CROSS SECTION.HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION `�" 4. EXISTING DOORS AND GATES WITHOUT SMOOTH SURFACES WITHIN 10 INCHES(255 MM)OF MADE FROM THE CENTERLINE OF THE MARKINGS. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES(32 MM)MINIMUM AND 2 INCHES(51 MM) MAXIMUM. DALLAS, TEXAS 75207 (1220 MM)MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES(510 MM) MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 20 INCHES 510 MM THE HIGH FORWARD REACH SHALL BE 44 INCHES 1120 MM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES EXCEPTION:WHE=RE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER 505.7.2 NON-CIRCULAR CROSS SECTIONS.HANDRAIL GRIPPING SURFACES WITH ANON-CIRCULAR CROSS 872.861.2296 �� '��y�� �w4► �f� � y�� ��� �� { ), { ) COMPLYING WITH 404.2.10 PROVIDED THAT IF ADDED KICK PLATES ARE INSTALLED,CAVITIES PARKING SPACE OR ACCESS AISLE,MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES(100 MM)MINIMUM AND 6 1/4 INCHES(160 MM) MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES (635 MM)MAXIMUM. CREATED BY SUCH KICK PLATES ARE CAPPED. WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. MAXIMUM,AND A CROSS-SECTION DIMENSION OF 2 1/4 INCHES(57 MM) MAXIMUM. FIGURE 302.2 CARPET PILE HEIGHT z0°MAx zo-2s MAx 404.2.11 VISION LIGHTS-DOORS,GATES,AND SIDE LIGHTS ADJACENT TO DOORS OR GATES,CONTAINING 502.2 VEHICLE SPACES-CAR PARKING SPACES SHALL 8E 96 INCHES 2440 MM WIDE MINIMUM AND VAN 302.3 OPENINGS.OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A ( ) 4"61/4 PERIMETER SPHERE MORE THAN 112 INCH(13 MM) DIAMETER EXCEPT A5 ALLOWED IN 4fl7.4.3,409.4.3,41D.4,$10.5.3 I I % 0 (a)FRONT APPROACH, (b}FRONT APPROACH, (c)FRONT APPROACH,PUSH ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE PARKING SPACES SHALL BE 132 INCHES(3350 MM)WIDE MINIMUM,SHALL BE MARKED TO DEFINE THE PULL SIDE PUSH SIDE SIDE, COOR PR VIDEDD WIIH BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES(1090 MM)MAXIMUM ABOVE THE FINISH WIDTH,AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH 502.3. �s� AND 810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS \ \ �� % ~� FLOOR. EXCEPTION:VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES(2440 MM)WIDE 2 1/4"MAX PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. �\ r __ - - - - __ _ 4D5 RAMPS MINIMUM WHERE THE ACCESS AISLE 15 96 INCHES(2440 MM)WIDE MINIMUM. �� �1l , 405.2 SLOPE.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. 502.3 ACCESS AISLE.ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH 502.3.ACCESS DOMINANT DIRECTION OF TRAVEL DESIGN CONSULTANT 1Ii.. ,� EXCEPTION:IN EXISTING SITES,BUILDINGS,AND FACILITIES,RAMPS SHALL BE PERMITTED TO AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE.TWO PARKING SPACES SHALL BE PERMITTED TO SHARI= 112"MAXllr' ��a 11,'„' ` 4ll,r / r i ` 4 I HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH TABLE 405.2 WHERE SUCH SLOPES A COMMON ACCESS AISLE. L1 �, NIl1 �, �jp�� ���/// z ARE NECESSARY DUE TD SPACE LIMITATIONS. ADVISORY 502.3 ACCESS AISLE.ACCESSIBLE ROUTES MUST CONNECT PARKING SPACES TO '"\ \ ', I g ACCESSIBLE ENTRANCES. IN PARKING FACILITIES WHERE THE ACCESSIBLE ROUTE MUST CROSS (a) (b) FIGURE 3 RWA D REACRUCTED Ia} (b) I TABLE 405.2 MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITE,BUILDINGS,AND FACILITIES VEHICULAR TRAFFIC LANES,MARKED CROSSINGS ENHANCE PEDESTRIAN SAFETY,PARTICULARLY FIGURE 505,7.2 HANDRAIL FORWARD REACH FIGURE 30a.2.2 OBSTRUCTED HIGH FORWARD REACH 36 MIN I 42'M!N 1 FOR PEOPLE USING WHEELCHAIRS AND OTHER MOBILITY AIDS.WHERE POSSIBLE,IT IS NON CIRCULAR CROSS SECTION r SLOPE MAXIMUM RISE PREFERABLE THAT EHE ACCESSIBLE ROUTE NDT PASS BEHIND PARKED VEHICLES. 505.8 SURFACES.HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF _ 308.3 SIDE REACH. 502.3.1 WIDTH.ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES(1525 MM) 308.3.1 UNOBSTRUCTED.WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH . STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 3 INCHES(75 MM} SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. LONG DIMENSION r . ` WIDE MINIMUM. 505.9 FITTINGS.HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. PERPENDICULAR Tp TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 6 INCHES(150 MM) 502.3.2 LENGTH.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE. 505.10 HANDRAIL EXTENSIONS.HANDRAIL GRIPPING SURI ACI S SHALL EXTEND BEYOND AND IN THE SAME DOMINANT INCHES{1220 MM}MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES(380 MM)MINIMUM (d)HINGE APPROACH, (e)HINGE APPROACH, 502.3.3 MARKING.ACCESS AISLES SHALL BE MARKED 50 AS TO DISCOURAGE PARKING IN THEM. DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH 505.10. DIRECTION of ABOVE THE FINISH FLOOR OR GROUND. PULL SIDE PULL SIDE 1. A SLOPE STEEPER THAN 1:8 IS PROHIBITED. ADVISORY 502.3.3 MARKING.THE METHOD AND COLOR OF MARKING ARE NOT SPECIFIED BY EXCEPTIONS: FIGURE 302 3 ELONGATED OPENINGS IN FLOOR TRAVEL EXCEPTIONS: s ADVISORY 405.2 SLOPE. TO ACCOMMODATE THE WIDEST RANGE OF USERS,PROVIDE RAMPS THESE REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. 1. EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE TURN OF 303 CHANGES IN LEVEL 1. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE y, •F 1 `i-- -I WITH THE LEAST POSSIBLE RUNNING SLOPE AND,WHEREVER POSSIBLE,ACCOMPANY RAMPS BECAUSE THESE REQUIREMENTS PERMIT THE VAN ACCESS AISLE TO BE AS WIDE AS A PARKING SWITCHBACK OR DOGLEG STAIRS AND RAMPS. 303.2 VERTICAL"CHANGES IN LEVEL OF 1/4 INCH (6.4 MM)HIGH MAXIMUM SHALL BE PERMITTED TO BE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES(255 MM) r 7 I I I WITH STAIRS FOR USE BY THOSE INDIVIDUALS FOR WHOM DISTANCE PRESENTS A GREAT BARRIER SPACE,IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED. 2. IN ASSEMBLY AREAS,EXTENSIONS SHALL NOT BE REQUIRED FOR RAMP HANDRAILS IN AISLES MAXIMUM. z THAN STEPS,E.G.PEOPLE WITH HEART DISEASE OR LIMITED STAMINA. 502.3.4 LOCATION.ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY.ACCESS AISLES SHALL BE D NTIN T PR VIDE ACCESS TO SEATING ' d G R 0 U P VERTICAL I z _ SERVING SEATING WHERE THE HANDRAILS ARE ISCO U013S 0 O 303.3 BEVELED.CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM)HIGH MINIMUM AND 1/2 INCH (13 MM) 2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO 8E 54 INCHES(1370 MM) z I I i I 405.3 CROSS SLOPE.CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN PARKING AND TO PERMIT CROSSOVERS WITHIN AISLES. HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. MAXIMUM MEASURED FROM THE SURFACE OF THE VEWICULAR WAY WHERE FUEL N I 22"MIN I e 1 22"MINI 24"MIN I 405.4 FLOOR OR GROUND SURFACES.FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING 3. IN ALTERATIONS,FULL EXTENSIONS OF HANDRAILS SHALL NOT BE REQUIRED WHERE SUCH 2641 IRVING BLVD. 2 DISPENSERS ARE 1N5TALLED ON EXISTING CURBS. ° I �I y WITH 302.CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT SPACES. EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION. DALLAS, TEXAS 75207 1 308.3.2 OBSTRUCTED HIGH RF-ACH.WHERi A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL PERMITTED OiV RAMP RUNS. ADVISORY 502.3.4 LOCATION.WHEELCHAIR LIFTS TYPICALLY ARE INSTALLED DN THE PASSENGER 505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS.RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE V TEL 214 638 6800 N APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE HELGHT OF - - - I 405.5 CLEAR WIDTH.THE CLEAR WIDTH OFA RAMP RUN AND,WHERE HANDRAILS ARE PROVIDED,THE SIDE OF VANS.MANY DRIVERS,ESPECIALLY THOSE WHO OPERATE VANS,FIND IT MORE DIFFICULT THE LANDING FOR 12 INCHES(305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. d� � � THE OBSTRUCTION SHALL BE 34 INCHES(865 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION CLEAR WIDTH BETWEEN HANDRAILS SHALL 8E 36 INCHES(915 MM) MINIMUM. TO BACK INTO PARKENG SPACES THAN TO BACK OUT€HTO COMPARATIVELY UNRESTRICTED EXTENS€ONS SHALL RETURN Td A WALL,GUARD,OR THE LANDING SUR7=ACE,OR SHALL BE CONTINUOUS TO SHALL BE 24 INCHES(610 MM)MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES(1220 MM) EXCEPTION:WITH€N EMPLOYEE WORK AREAS,THE REQUIRED CLEAR WIDTH OF RAMPS THAT ARE VEHICULAR LANES.FOR THIS REASON,WHERE A VAN AND GAR SHARE AN ACCESS AISLE, THE HANDRAIL OF AN ADJACENT RAMP RUN. MAXIMUM FOR A REACH DEPTH OF 1D INCHES(255 MM)MAXIMUM.WHERE THE REACH DEPTH A PART OF COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK CONSIDER LOCATING THE VAN SPACE SO THAT THE ACCESS AISLE IS ON THE PASSENGER SIDE 12"MIN EXCEEDS 10 INCHES(255 MM),THE HIGH SIDE REACH SHALL BE 46 INCHES (1170 MM)MAXIMUM FDR AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK OF THE VAN SPACE. 12"MIN FIGURE 303.2 vERnCAL FIGURE 303.3 BEVELED A REACH DEPTH DF 24 INCHES{610 MM)MAXIMUM. BEING PERFORMED. 502.4 FLOOR OR GROUND SURFACES.PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL y y X SEAL - CHANGE IN LEVEL CHANGE IN LEVEL EXCEPTIONS: - � 405.6 RISE.THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES(760 MM)MAXIMUM. COMPLY WITH 302.ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY 'I nl 303.4 RAMPS-CHANGES IN LEVEL GREATER THAN 112 INCH (13 MM)HIGH SHALL BE RAMPED,AND SHALL 1. THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 (1)HINGE APPROACH, (g}HINGE APPROACH, (b)LATCH APPROACH, 405.7 LANDINGS.RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. SERVE.CHANGES IN LEVEL ARE NOT PERMITTED. COMPLY WITH 405 OR 406. INCHES(915 MM)MAXIMUM ABOVE THE FINISH FLOOR. PUSH SIDE PUSH SIDE,DOOR PULL SIDE LANDINGS SHALL COMPLY WITH 405.7. EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 304 TURNING SPACE PROVIDED WITH BOTH 2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE P£RMITTE{7 TO BE 54 INCHES(1370 MM} so"MIN so^MIN s0"MIN ADVISORY 502.4 FLOOR OR GROUND SURFACE$-ACCESS AISLES ARE REQUIRED TO BE NEARLY CLOSER AND LATCH u v WH EL HAIR TRANSFER TO AND FROM 344.3.1 CIRCULAR SPACE.THE TURNING SPACE SHALL BE A SPACE OF fid INCHES(1525 MM)DIAMETER MAXIMUM MEASURED FROM THE SURFACE OF THE VfHECULAR WAY WHERE FUEL o z y . !� / /_�` LEVEL IN ALL DIRECTIONS TO PROVIDE A SURFACE FOR E C ) 1 DISPENSERS ARE INSTALLED ON EXISTING CURBS. VEHICLES.THE EXCEPTION ALLOWS SUFFICIENT SLOPE FOR DRAINAGE.BUILT-UP CURB RAMPS 1t V A j,]� MINIMUM.THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH \ ,I u, I `l - a a RAMP RAMP z ARE NOT PERMITTED TO PROJECT INTO ACCESS AISLES AND PARKING SPACES BECAUSE THEY aI 306. 10" 10" 10"-24" r LANDING LANDING - a RUN RUN LANDING WOULD CREATE SLOPES GREATER THAN 1:48. w. 304.3.2 T-SHAPED SPACE.THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1525 MM) MAX MAX MAX I 7 a o �* /' !r Q I . `° 502.5 VERTICAL CLEARANCE.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES .r\ SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES(915 MM)WIDE MINIMUM.EACH ARM OF THEE T I z i �l ¢ �r SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES(305 MM) MINIMUM IN EACH DIRECTION AND THE BASE 2 v I z I 2 a (a)STRAIGHT -. SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES(2490 MM)MINIMUM. FIGURE 505 10.1 TOP AND BOTTOM HANDRAIL �;. LA;, I ���/// 2 ADVISORY 502.5 VERTICAL CLEARANCE.SIGNS PROVIDED AT ENTRANCES TO PARKING EXTENSION AT RAMPS SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES(610 MM) MINIMUM.THE SPACE SHALL BE PERMITTED y _ -\ I I e TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE �' �" 24"MIN 24"MSN 24"MIN RAMP FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE 505.10.2 TOP EXTENSION AT STAIRS"AT THE TOP OFA STAIR FLIGHT, HANDRAILS SHALL EXTEND OR ONE ARM. so°MIN �� I �� I / r RUN _ PARKING SPACES CAN PROVIDE USEFUL CUSTOMER ASSISTANCE. HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES(305 MM)MINIMUM BEGINNING DIRECTLY ABOVE THE r \ ( \,� 1 ¶ f 502.6 IDENTIFICATION.PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL FIRST RISER NOSING.EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR THE LANDING SURFACE,OR 9 DALLAS, TEXAS d� t i - - - i , (b}CHANGE IN DIRECTION SYMBOL OF ACCESSIBILITY COMPLYING WITH 703.72.1.SIGNS IDENTIFYING VAN PARKING SPACES SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. r 1 €�""` IN HE5 1525 MM MINIMUM T T B TT M OP A STAIR FLIGHT HANDRAILS SHALL EXTEND AT rc1 j, FIGURE 005 7 RAMP LANDINGS SHALL CONTAIN THE DESIGNATION"VAN ACCESS€BLE."SIGNS SHALL BE 6D C { J 505.10.3 BOTTOM EXTENSION AT STAIRS.A HE D 0 ' ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONE TREAD DEPTH � �7��^^ • m . _I y�I 405.7.1 SLOPE-LANDINGS SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. ADVISORY 502.6 IDENTIFICATION-THE REQUIRED"VAN ACCESSIBLE"DESIGNATION IS INTENDED BEYOND THE LAST RISER NOSING.EXTENSION SHALL RETURN TOA WALL,GUARD,OR THE LANDING z r• EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED, TO BE INFORMATIVE,NOT RESTRICTIVE, IN IDENTIFYING THOSE SPACES THAT ARE BETTER SUITED SURFACE,OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. l Z 31 I r g 405.7.2 WIDTH.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN FOR VAN USE.ENFORCEMENT OF MOTOR VEHICLE LAWS, INCLUDING PARKING PRIVILEGES,ISA 12"MIN f • ___ _ _ oD FIGURE 308.3.1 (a) (b) LEADING TO THE LANDING. LOCAL MATTER. I I OBSTRUCTED SIDE FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH z I I (i)LATCH APPROACH. (i)LATCH APPROACH, {k)LATCH APPRoacH, 405.7.3 LENGTH.THE LANDING CLEAR LENGTH SHALL BE 60 INCHES{1525 MM) LONG MINIMUM. 502.7 RELATIONSHIP TO ACCESSIBLE ROUTES.PARKING SPACES AND ACCESS AISLES SHALL BE REACH x PROJECT NO.: 55 162 PULL SIDE,DOOR PUSH SIDE PUSH SIDE,DOOR /� I I 405.7.4 CHANGE IN DIRECTION.RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL DESIGNED SO THAT GARS AND VANS,WHEN PARKED,CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH / I I PRov1DEo WITH aosER PROVIDED WITH CLOSER HAVE A CLEAR LANDING 60 INCHES(1525 MM)MINIMUM BY 60 INCHES(1525 MM)MINIMUM. OF ADJACENT ACCESSIBLE ROUTES- DRAWN BY: AB 309 OPERABLE PARTS I I 309.2 CLEAR FLOOR SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE FIGURE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL 405.7.5 DOORWAYS.WHERE DOORWAYS ARE LOCATED ADJACENT Td A RAMP LANDING,MANEUVERING ADVISORY 502.7 RELATIONSHIP TO ACCESS1BLf ROUTES.WHEEL STOPS ARE AN EFFECTIVE / CHECKED BY: MS/LL/GH 36'MIN SWINGING DOORS AND GATES CLEARANCES REQUIRED BY 404.2.4 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED WAY TO PREVENT VEHICLE OVERHANGS FROM REDUCING THE CLEAR WIDTH OF ACCESSIBLE #r 1 .1 �r ,r PROVIDED. 1L' 309.3 HEIGHT-OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES 404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES,SLIDING DOORS,AND FOLDING DOORS.DOORWAYS LANDING AREA. ROUTES. 12"MIN 12'MIN SPECIFIED IN 308. LESS THAN 36 INCHES(915 MM)WIDE WITHOUT DOORS OR GATES,SLIDING DOORS,OR FOLDING DOORS 405"8 HANDRAILS.RAMP RUNS WITH A RISE GREATER THAN 6 INCHES(150 MM)SHALL HAVE HANDRAILS FIGURE 304.3.2 T-SHAPED TURNING SPACE 309.4 OPERATION.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2. COMPLYING WITH 505. j 304.4 DOOR SWING.DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE EXCEPTION:WITHIN EMPLOYEE WORK AREAS,HANDRAILS SHALL NOT BE REQUIRED WHERE r 1 J OPERABLE PARTS SHALL BE 5 POUNDS(22.2 N) MAXIMUM. TABLE 404.2.4.2 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS DR GATES,MANUAL RAMPS THAT ARE PART OF COMMON USE GIRCULATiON PATHS ARE DESIGNED TO PERMIT THE ; � NOTE:X=TREAD DEPTH 305 CLEAR FLOOR OR GROUND SPACE SLIpE DOORS AND MANUAL FOLDING DOORS INSTALLATION OF HANDRAILS COMPLYING WITH 505. RAMPS NOT SUBJECT TO THE EXCEPTION TD A .a-. FIGURE 606.10.3 BOTTOM 3D5.3 SIZE.THE CLEAR FLOOR OR GROUND SPACE SHALL BE 3D INCHES (760 MM) MINIMUM BY 48 INCHES EXCEPTION:GA5 PUMP NOZZLES SHALL NOT BE REQUIRED TO PROVIDE OPERABLE PARTS �� THAT HAVE AN ACTIVATING FORCE OF 5 POUNDS 22.2 N MAXIMUM. 405.5 SHALL BE DESIGNED TO MAINTAIN A 36 INCH 915 MM MINIMUM CLEAR WIDTH WHEN �.'taa-alit I ,, ii - (1220 MM) MINIMUM. ( ) MINIMUM MANEUVERING CLEARANCE ( ) II F{CURE 60X EN TOP HANDRAIL EXTENSION AT HANDRAILS ARE INSTALLED. '■II'� ¶I�• iit) HANDRAIL EXTENSION AT STAIRS 305.4 KNEE AND TOE CLEARANCE.UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPACE ' SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. CHAPTER 4: ACCESSIBLE ROUTES PARALLEL TO DOORWAY(BEYOND 405.9 EDGE PROTECTION.EDGE PROTECTION COMPLYING WITH 405.9.1 OR 405.9.2 SHALL BE PROVIDED ON Mi'.. IMO CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES APPROACH DIRECTION PERPENDICULAR TO DOORWAY EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. , • STOP/LATCH SIDE UNLESS NOTED) ___, � _ _ ,_____, 305.5 POSITION.UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPACE SHALL BE EXCEPTIONS: POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 402 ACCESSIBLE ROUTES FROM FRONT 48 INCHES(1220 MM) 0 INCHES(0 MM) 1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE 96"MIN ' 132'MIN 602 DRINKING FOUNTAINS 402.2 COMPONENTS.ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING HANDRAILS AND HAVE SIDES COMPLYING WITH 406.3. / 7 / / 60"MINI 602.2 CLEAR FLOOR SPACE.UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 COMPONENTS:WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20.DOORWAYS, FROM SIDE' 42 INCHES{1065 MM) 0 INCHES(0 MM) 2" EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERV€NG AN (a)CAR (b}VAN / X POSITIONED FORA FORWARD APPROACH AND CENTERED ON THE UNIT.KNEE AND TOE CLEARANCE RAMPS,CURB RAMPS EXCLUDING THE FLARED SIDES,ELEVATORS,AND PLATFORM LIFTS.ALL 2 ADJOINING RAMP RUN OR STAIRWAY. FIGURE 502.2 VEHICLE FIGURE 502.3 PARKING COMPLYING WITH 306 SHALL BE PROVIDED. �'•1-- 1 -� _ FROM POCKET/HINGE SIDE 42 INCHES(1065 MM) 22 INCHES(560 MM) PARKING SPACES SPACEACCESs AISLE EXCEPTION:A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNITS FDR !_ -- € COMPONENTS OF AN ACCE551BLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF 3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES DF RAMP LANDINGS HAVING A CWfLDREN'S USE WHERE THE SPOUT 15 30 INCHES (760 MM MAXIMUM ABOVE THE FINISH FLOOR dR z w� ? ` I y - CHAPTER 4. FROM STOP/LATCH SIDE 42 INCHES (1065 MM} 24 INCHES(610 MM) VERTICAL DROP-OFF OF 1/2 INCH(13 MM) MAXIMUM WITHIN 10 INCHES(255 MM)HORIZONTALLY ) I ! 503 PASSENGER LOADING ZONES GROUND AND IS 3 112€NCHES(90 MM MAXIMUM FROM THE FRONT EDGE OF THE UNIT,INCLUDING I I ADVISORY 402.2 COMPONENTS.WALKING SURFACES MUST HAVE RUNNING SLOPES NOT OF THE MINIMUM LANDING AREA SPECIFIED IN 405.7. ) I �1 I r.� �� "' I - -== I STEEPER THAN 1:20,SEE 403.3.OTHER COMPONENTS OF ACCESSIBLE ROUTES,SUCH AS 1.DOORWAY WITH NO DOOR ONLY. 405"9"1 EXTENDED FLOOR OR GROUND SURFACE-THE FLOOR OR GROUND SURFACE OF THE RAMP RUN 503.2 VEHICLE PULL-UP SPACE.PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP BUMPERS. I I _. L J 2.BEYOND POCKET/HINGE SIDE. OR LANDING SHALL EXTEND 12 LNCHES 305 MM MINIMUM BEYOND THE INSIDE FACE OF A HANDRAIL SPACE 96 INCHES(2440 MM)WIDE MINIMUM AND 20 FEET(6100 MM)LONG MINIMUM 602.3 OPERABLE PARTS.OPERABLE PARTS SHALL COMPLY WITH 309. L J I I iI L RAMPS(405)ANP CURB RAMPS(406),ARE PERMITTED TO BE MORE STEEPLY SLOPED. - _ { ) 503.3 ACCESS AISLE.PASSENGER LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH 503 J ae'MIN L J f 48"MIN I, 403 WALKING SURFACES 1 ,� COMPLYING WITH 505. 602.4 SPOUT HEIGHT-SPOUT OUTLETS SHALL BE 36 INCHES(915 MM) MAXIMUM ABOVE THE FINISH FLOOR OR A 30"MkN ' '' 403.2 FLOOR OR GROUND SURFACE.FLOOR OR GROUND SURFACI S SHALL COMPLY WITH 302. p ADJACENT TO THE VEHICLE PULL-UP SPACE.ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE 405.9.2 CURB OR BARRIER.A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OFA GROUND. AND SHALL NOT OVERLAP THE VEHICULAR WAY. 602.5 SPOUT LOCATION.THE SPOUT SHALL BE LOCATED 15 INCHES(380 MM)MINIMUM FROM THE VERTICAL n 403.3 SLOPE.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20.THE z 4 INCH(100 MM) DIAMETER SPHERE,WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCWES(100 MM) 503.3.1 WIDTH.ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES (1525 MM)WIDE FIGURE 305.3 CLEAR FLOOR SPACE (a) (b) CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. I I -g I z OF THE FINISH FLOOR OR GROUND SURFACE. SUPPORT AND 5 INCHES(125 MM) MAXIMUM FROM THE FRONT EDGE OF TWE UNIT,INCLUDING BUMPERS. FIGURE 305.5 FORWARD APPROACH 403.4 CHANGES IN LEVEL.CHANGES IN LEVEL SHALL COMPLY WITH 303. I v N MINIMUM. 305.5 APPROACH.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL (((��� v 503.3.2 LENGTH.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES s"MAx 15"MIN ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. 403.5 CLEARANCES.WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH 403.5. I I I: THEY SERVE. ,' EXCEPTION:WITHIN EMPLOYEE WORK AREAS,CLEARANCES ON COMMON USE CIRCULATION l 503.3.3 MARKING.ACCE55 AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKLNG IN THEM. 305.7 MANEUVERING CLEARANCE.WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED fN AN PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,ADDITIONAL MANEUVERING 12°Mw 12"MIN FULL LENGTH OF D CLEARANCE SHAtL BE PROVIDED IN ACCORDANCE WITH 305.7.1 AND 305.7.2 THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. VEHICLE PULL-UP SPACE 403.5"1 CLEAR WIDTH.EXCEPT AS PROVIDED IN 403.5.2 AND 403.5.3,THE CLEAR WIDTH OF WALKING (a)FRONTAPPRORCH (b)SIDEAPPROAGH X .r 305.7.1 FORWARD APPROACH.ALCOVES SHALL BE 36 INCHES(915 MM)W€DE MINIMUM WHERE THE CURB SURFACES SHALL BE 36 INCHES (915 MM)MINIMUM. x FIGURE 602.6 DRINKING DEPTH EXCEEDS 24 INCHES(610 MM). ,, a LINE FOUNTAIN SPOUT LOCATION EXCEPTION:THE CLEAR W[DTH SHALL BE PERMITTED TO SE REDUCED TO 32 INCHES(815 MM) - MINIMUM FOR A LENGTH OF 24 INCHES(610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH 602.6 WATER FLOW.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES(100 MM)HIGH MINIMUM AND SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES(122fl MM) LONG MINIMUM AND I z z FIGURE 006.6.1 ExTeNDED FLooR oR FIGURE aos.9.2 CURB pR SHALL BE LOCATED 5 INCHES(125 MM)MAXIMUM FROM THE FRONT OF THE UNIT.THE ANGLE OF THE N 36 INCHES(915 MM)WIDE MINIMUM. I I GROUND SURFACE EDGE PROTECTION BARRIER EDGE PROTECTION AREA __;��'� WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE QF THE UNIT.WHERE ���/// v 405.10 WET CONDITIONS.1ANDINGS SU$JECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT TH£ i SPOUTS ARE LOCATED LESS THAN 3 INCHES(75 MM)OF THE FRONT OF THE UNIT,THE ANGLE OF THE U� 24"MAX 48"MIN 24"MAx TO BE { __ n I v v I�- I 1 y 22°MIN I, I I 24"MIN '� ACCUMULATION DF WATER. MARKED ' WATER STREAM SHALL BE 30 DEGRE=ES MAXIMUM.WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES(75 I k lI I I I �1 I . X� 406 CURB RAMPS MM)AND 5€NCHES(125 MM}MAXIMUM FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM I I o I -' I 406.2 COUNTER SLOPE.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY SHALL BE 15 DEGREES MAXIMUM. I I I °' L ` J C FIGURE 503.3 PASSENGER LOADING ZONE ACCE55 AISLE I +' I ! ADJACENT TO THE CUR RAMP SHALL NOT BE STEEPER THAN 1:20.THE ADJACENT SURFACES AT ADVISORY 602.6 WATER FLOW.THE PURPOSE OF REQUIRING THE DRINKING FOUNTAIN SPOUT TO s0"MIN TRANSITIONS AT CURS RAMPS TO WALKS,GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL. J z z z z (c}POCKET OR HINGE (d}STOP OR LATCH PRODUCE A FLOW OF WATER 4 INCHES(100 MM)HIGH MINIMUM IS SO THAT A CUP CAN BE INSERTED 36"MIN I. �,.1 = = APPROACH APPROACH 406.3 SIDES OF CURB RAMPS.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. 503.4 FLOOR AND GROUND SURFACES.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM X ZO N ! N SHALL COMPLY WITH 302.ACCE55 AISLES SHALL BEAT THE SAME LEVEL AS THE VEHICLE PULL UP UNDER THE FLOW OF WATER TO PROVIDE A DRINK OF WATER FOR AN INDIVIDUAL WHO,BECAUSE OF FIGURE 305.7.1 CLEARANCE!N AN FIGURE 305.7.2 CLEARANCE IN AN -� - 1 FIGURE 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS A DISABILITY,WOULD OTHERWISE BE INCAPABLE OF USING THE DRINKING FOUNTAIN. ALCOVES,FORWARD APPROACH ALCOVES,PARALLEL APPROACH WITHOUT DOORS,SLIDING DOORS,GATES,AND FOLDING DOORS SPACE THEY SERVE.CHANGES IN LEVEL ARE NOT PERMITTED. 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.SPOUT OUTLETS OF DRINKING FOUNTAINS FOR 306 KNEE AND TOE CLEARANCE EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 306.2 TOE CLEARANCE ADJOINING STANDING PERSONS SHALL BE 38 INCHES(965 MM)MINIMUM AND 43 INCHES(1090 MM)MAXIMUM ABOVE FIGURE 403.5.1CLEAR WIDTH OF AN ACCESSIBLE ROUTE 404.2.4.3 RECESSED DOORS AND GATES.MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL SURFACE FLaREo 543.5 VERTICAL CLEARANCE.VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM,AND A 306.2.2 MAXIMUM DEPTH.TOE CLEARANCE SHALL EXTEND 25 INCHES(635 MM)MAXIMUM UNDER AN BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES 455 MM OF THE LATCH SIDE OF A DOORWAY MAXIMUM SIDES 1:10 THE FINISH FLOOR OR GROUND. ( ) MAX SLOPE VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE 603 TOILET AND BATHING ROOMS ELEMENT. PROJECTS MORE THAN 8 INCHES{205 MM) BEYOND THE FACE OF THE DOOR,MEASURED SLOPE 20 CURB RAMP SLOPE PASSENGER LOADING ZONE TOA VEHICULAR EXIT SHALL PROVIDE A VERTICAL CLEARANCE OF 114 603.2.1 TURNING SPACE.TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. 306.2.3 MINIMUM REQUIRED DEPTH-WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT A5 PART OF i INCHES(2895 MM) MINIMUM. 403.5.2 CLEAR WIDTH AT TURN.WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. SLOPE SLOPE 603.2.2 OVERLAP.REQUIRED CLEAR FLOOR SPACES,CLEARANCE AT FIXTURES,AND TURNING SPACE SHALL A CLEAR FLOOR SPACE,THE TOE CLEARANCE SHALL EXTEND 17 INCHES(430 MM)MINIMUM UNDER AN ELEMENT WHICH IS LESS THAN 48 INCHES 1220 MM WIDE,CLEAR WIDTH SHALL BE 42 INCHES ADVISORY 404.2.4.3 RECESSED DOORS AND GATES.A DOOR CAN BE RECESSED DUE TO WALL 504 STAIRWAYS ( ) 8E PERMITTED TO OVERLAP. AL. TAIR SHALL COMPLY WITH 504. THE £HENT. 504.1 GENER 5 S EL APR A HIND THE TURN 48 INCHES 1220 MM MINIMUM AT THE TURN AND 42 A W RK AND OTHER FIXED ELEMENTS N T WIN INT THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED (1D65 MM)MINIMUM P 0 G ( ) THICKNESS OR BECAUSE OF THE PLACEMENT OFC SE O 603.2.3 DOOR SWING.DOORS SHALL 0 S G O 306.2.4 ADDITIONAL CLEARANCE"SPACE EXTENDING GREATER THAN 6 INCHES(150 MM)BEYOND THE INCHES(1065 MM)MINIMUM LEAVING THE TURN. ADJACENT TO THE DOORWAY.THIS PROVISION MUST BE APPLIED WHEREVER DOORS ARE RECESSED. FIGURE 406.2 COUNTER SLOPE OF SURFACES 504.2 TREADS AND RISERS.ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND AVAILABLE KNEE CLEARANCE AT 9 INCHES(230 MM)ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEPTION:WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES 1525 MM MINIMUM _ - ADJACENT TO CURB RAMPS FIGURE 406.3 SIDES OF CURB RAMPS UNIFORM TREAD DEPTHS.RISERS SHALL BE 4 INCHES(100 MM) HIGH MINIMUM AND 7 INCHES(180 MM) FOR ANY FIXTURE.DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE. ( ) HIGH MAXIMUM.TREADS SHALL BE 11 INCHES(280 MM)DEEP MINIMUM. EXCEPTIONS: BE CONSIDERED TOE CLEARANCE. COMPLIANCE WITH 403.5.2 SHALL NOT BE REQUIRED. I 406.4 LANDINGS.LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS.THE LANDING CLEAR 1. ODORS TO A TOILET ROOM OR BATHING ROOM FORA SINGLE OCCUPANT ACCESSED ONLY 306.2.5 WIDTH.TOE CLEARANCE SHALL BE 30 INCHES(760 MM)WIDE MINIMUM. ', LENGTH SHALL BE 36 INCHES(915 MM)MINIMUM.THE LANDING CLEAR WIDTH SHALL BEAT LEAST AS 5D4.3 OPEN RISERS.OPEN RISERS ARE NOT PERMITTED. �% 1 504.4 TREAD SURFACE.STAIR TREADS SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. TO SWING INTO THE CLEAR FLOOR SPACE QR CLEARANCE PROVIDED THE SWING OF THE DOOR �" z I I I EXCEPTION:IN ALTERATIONS,WHERE THERE IS NO LANDING AT THE TOP OF CURB RAMPS,CURB EXCEPTION:TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. I V V ADVISORY 504.4 TREAD SURFACE.CONSIDER PROVIDING VISUAL CONTRAST ON TREAD NOSINGS, CAN BE REVERSED TD COMPLY WITH 603.2.3. z z RAMP FLARES SHALL BE PROVIDED AND SHALL NOT BE STEEPER THAN 1:12. s b X g I Ono g I I DRAT THE LEADING EDGES OF TREADS WITHOUT NOSINGS,SO THAT STAIR TREADS ARE MORE 2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE € , ( m 18"MIN v I x , 12" I me �T LEAST AS WIDE VISIBLE FOR PEOPLE WITH LOW VISION. COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, \\ . \J 1 /< z AS CURB RAMP 504.5 NOSINGS.THE RADIUS OF CURVATURE AT TWE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH(13 DOORS SHALL BE PERMITTED TO SWING INTO THE CLE R FLOOR SPACE OR CLEARANCE ` I J 2 w I I I g MM)MAXIMUM.NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING REQUIRED FOR ANY FIXTURE. t7°-25" 30 - - ° EDGE CURVED OR BEVELED.RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE ADVISORY 603.2.3 DOOR SWING EXCEPTION 1.AT THE TIME THE DOOR IS INSTALLED,AND IF THE 6°MAX I 1 i L 1 ' OF 30 DEGREES MAXIMUM FROM VERTICAL.THE PERMITTED PROJECTION OF THE NOSING SHALL DOOR SWING IS REVERSED IN THE FUTURE,THE DOOR MUST MEET ALL THE REQUIREMENTS FIGURE 306,2 TOE CLEARANCES FIGURE 306.2 TOE CLEARANCES ^ - ^ `, EXTEND 1 1/2 INCHES(38 MM) MAXIMUM OVER THE TREAD BELOW. SPECIFIED IN 404.ADDITIONALLY,THE DOOR SWING CANNOT REDUCE THE REQUIRED WIDTH OF AN 306.3 KNEE CLEARANCE T I I�~J I I " I 1 1!2"MAx 1 11r'Max DOOR SWINGRSOREVERSEp_AVOID VIOLATING OTHER BUILDING OR LIFE SAFETY CODES WHEN THE 306.3.2 MAXIMUM DEPTH.KNEE CLEARANCE SHALL EXTEND 25 INCHES(635 MM) MAXIMUM UNDER AN '� I'� 1 ( � `1 RADIUS 3a° ELEMENT AT 9 INCHES{230 MM)ABOVE THE KNISH FLOOR OR GROUND. ( I 112" 'I 'I� 603.3 MIRRORS.MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE 306.3.3 MINIMUM REQUIRED DEPTH.WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS uj '�' �� �I I T (a}PULL SIDE {b)PUSH SIDE (C}PUSH SIDE,DO MhX BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES 1015 MM)MAXIMUM ABOVE THE FINISH FLOOR OR PROVIDED WITH BOTH GROUND.MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE PART OFA CLEAR FLOOR SPACE,THE KNEE CLEARANCE SHALL BE 11 INCHES(280 MM) DEEP MINIMUM I r� I y,I I :- I CLOSER AND LATCH /, BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES(690 MM) MAXIMUM ABOVE THE FINISH FLOOR OR AT 9 INCHES (230 MM)ABOVE THE FINISH FLOOR OR GROUND,AND 8 INCHES(205 MM) DEEP MINIMUM I 4� GROUND. v I FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES AT 27 INCHES(6$5 MM}ABOVE THE FINISH FLOOR OR GROUND. I I Il I y I [I ADVISORY 603.3 MIRRORS"A SINGLE FULL-LENGTH MIRROR CAN ACCOMMODATE A GREATER 306.3.4 CLEARANCE REDUCTION.BETWEEN 9 INCHES(230 MM)AND 27 INCHES(685 MM)ABOVE THE 404.2"4.4 FLOOR OR GROUND SURFACE"FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING (a) (b) (c) (d) NUMBER OF PEOPLE,INCLUDING CHILDREN. IN ORDER FOR MIRRORS TO BE USABLE BY PEOPLE WHO FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE ATA RATE OF 1 r 42•MIN x<4a" 42°MIN I 36'MIN x<48' 36'MIN CLEARANCES SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. FIGURE 406.4 LANDING AT THE TOP OF CURB RAMPS RADIUS OF TREAD ANGLED RISER CURVED BEVELED EDGE(TYPICAL NOSWG NOSING ARE AMBULATORY AND PEOPLE WHO USE WHEELCHAIRS,THE TOP EDGE OF MIRRORS SHOULD BE 74 INGW (25 MM) IN DEPTH FOR EACH 6 INCHES(150 MM) IN Hf1GHT. a n' b '� / EXCEPTION$: 406.5 LOCATION.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT FOR ALL PROFILES) INCHES(1880 MM) MINIMUM FROM THE FLOOR OR GROUND. 306.3.5 WIDTH,KNEE CLEARANCE SHALL BE 30 INCHES(760 MM}WIDE MINIMUM. O ( } 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES,OR PARKING ACCESS 603.4 COAT HOOKS AND SHELVES-COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES 8"MIN FIGURE 403.5.2 CLEAR WIDTH AT TURN(780 DEGREES) 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 404.2.5 SHALL BE PERMITTED. AISLES.CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, FIGURE SQa.5 STAIR NOSINGS SPECIFIED IN 308.SHELVES SHALL BE LOCATED 40 INCHES{1015 MM}MINIMUM AND 48€NCHES(1220 MM) 404.2.5 THRESHOLDS.THRESHOLDS,IF PROVIDED AT DOORWAYS,SHALL BE 1/2 INCH(13 MM)HIGH EXCLUDING ANY FLARED SIDES. MAXIMUM ABOVE THE FINISH FLOOR. sw` y MAXIMUM.RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 504.6 HANDRAILS.STAIRS SHALL HAVE HANDRAILS COMPLYING WITH 505. 406.6 DIAGONAL CURB RAMPS"DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR 604 WATER CLOSETS AND TOILET COMPARTMENTS r , 403.5.3 PASSING SPACES.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES(1525 504.7 WET GONDiTIONS.STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SMALL BE 303. OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN 604.2 LOCATION-THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND • � z MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET(61 M) MAXIMUM.PASSING SPACES EXCEPTION:EXISTING OR ALTERED THRESHOLDS 314 INCH(19 MM) HIGH MAXIMUM THAT HAVE A DESIGNED TO PREVENT THE ACCUMULATION OF WATER. NTE R I PA E 64 INCHES 1525 MM MINIMUM BY 60 INCHES 1525 MM MINIMUM OR AN FLOW.THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES(1220 MM) TO ONE SIDE.THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES(405 MM) MINIMUM TO 18 LINCOLN C E z z SHALL BE EITHER:A S C ( ) ( ) 505 HANDRAILS R THAN 1:2 SHALL NOT BE REQUIRED T HALL € g I o BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPF MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY.DIAGONAL CURB RAMPS PROVIDED AT ADVISORY 505.1 GENERAL.HANDRAILS ARE REQUIRED ON RAMP RUNS WITH A RISE GREATER INCHES(455 MM)MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSE S cv �' INTERSECTION dF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 304.32 TO COMPLY WITH 404.2.5. MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES(1220 MM)MINIMUM CLEAR SPACE WITHIN THE Bf 17 INCHES (430 MM) MINIMUM AND 19 INCHES(485 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION IN N 7- .•" I , WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES 1220 MM MINIMUM THAN 6 INCHES (150 MM)(SEE 405.8)AND ON CERTAIN STAIRWAYS(SEE 504). HANDRAILS ARE NOT NTE R #1006 J ( ) 404.2.6 DOORS IN SERIES AND GATES IN SERIES.THE DISTANCE BETWEEN TWO HINGED OR PIVOTED MARKINGS.DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES REQUIRED ON WALKING SURFACES WITH RUNNING SLOPES LESS TWAN 1:20. HOWEVER, THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.WATER CLOSETS SHALL BE C E � � BEYOND THE INTERSECTION. ( HANDRAILS ARE REQUIRED TO COMPLY WITH 505 WHEN THEY ARE PROVIDED flN WALKING 25 MAx, 403.6 HANDRAILS-WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES(1220 MM)MINIMUM PWS THE WIDTH OF 610 MM) LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED ARRANGED FOR A LEFT HAND OR R€CHT HAND APPROACH. 0260 SW G R E E N R U RG 11"MIN X DOORS OR GATES SWINGING INTO THE SPACE. CROSSING. FIGURE 306.3(0}KNEE FIGURE 3ps.3[!,)KNEE SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH 505. SURFACES WITH RUNNING SLOPES LESS THAN 1:20(SEE 403.6).SECTIONS 505.2,505.3,AND 505.10 CLEARANCES CLEARANCES 404 DOORS,DOORWAYS,ANI]GATES I DO NOT APPLY TO HANDRAILS PROVIDED ON WALKING SURFACES WITH RUNNING SLOPES LESS 404.2.3 CLEAR WIDTH.DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES(815 MM) aa"MIN I ¢ THAN 1:20 A5 THESE SECTIONS ONLY REFERENCE REQUIREMENTS FOR RAMPS AND STAIRS. , p ROAD 307 PROTRUDING OBJECTS , 505.2 WHERE REQUIRED.HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. 307.2 PROTRUSION LIMITS.OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES{685 MM)AND NOT MINIMUM.CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN n n 5 THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 90 DEGREES.OPENINGS MORE THAN z EXCEPTION:IN ASSEMBLY AREAS,HANDRAILS SHALL NOT BE REQUIRED ON 80TH SIDES OF AISLE 4TH F LOO R MORE THAN 80 INCHES (203D MM)ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES P4 INCHES(610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES(915 MM) MINIMUM. RAMPS WHERE A HANDRAIL IS PROVIDED AT EITHER SIDE OR WITHIN THE AISLE WIDTH. (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 112 INCHES(115 MM) MAXIMUM. THERE SHALL Bf NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 505.3 CONTINUITY.HANDRAILS SHALL BE CONTINUOUS WITHIN TH£FULL LENGTH OF EACH STAIR FLIGHT INCHES(865 MM)ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING OR RAMP RUN.INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE 171- 17"19' T I GA R D, O R 97223 a MAx WIDTH BETWEEN 34 INCHES(865 MM)AND 80 INCHES(2030 MM)ABOVE THE FINISH FLOOR OR CONTINUOUS BETWEEN FLIGHTS OR RUNS. GROUND SHALL NOT EXCEED 4 INCHES(100 MM). (a} EXCEPTION:IN ASSEMBLY AREAS,HANDRAILS ON RAMPS SHALL NOT BE REQUIRED TO BE • EXCEPTIONS: �� CONTINUOUS IN AISLES SERVING SEATING. NO. REVISkONS: DATE 1. IN ALTERATIONS,A PROJECTION OF 518 INCH (16 MM}MAXIMUM INTO THE REQUIRED CLEAR 5D5.4 HEIGHT.TOP dF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES(865 MM) MINIMUM AND 38 INCHES(965 MM)MAXIMUM VERTICALLY ABOVE WALKING SURFACES,STAIR NOSINGS,AND RAMP (a)WHEELCHAIR ACCESSIBLE b)AMBULATORY ACCESSIBLE X n '/ z' WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP, aa"MIN 24"I»N SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES,STAIR WATER CLOSETS WATER CLOSETS 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES(1980 MM) y ,!� `� A ��,, �1z" A f NOSINGS,AND RAMP SURFACES. MINIMUM ABOVE THE FINISH FLOOR OR GROUND. f// \ FIGURE 6o4.z WATER CLOSET LOCATION 31 314°MIN 31 314"MIN 32 318'MIN ;) _ ADVISORY 505.4 HEIGHT.THE REQUIREMENTS FOR STAIR AND RAMP HANDRAILS LN THIS 604.3 CLEARANCE.CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY z X X `\ v DOCUMENT ARE FOR ADULTS.WHEN CHILDREN ARE THE PRINCIPAL USERS INA BUILDING OR W)TH 604.3. /� V FACILITY(E.G., ELEMENTARY SCHOOLS),A SECOND S£T OF HANDRAILS AT AN APPROPRIATE / \ m 604.3.1 SIZE.CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES(1525 MM) MINIMUM MEASURED `� u o 1w ® am ® h HEIGHT CAN ASSIST THEM AND AID IN PREVENTING ACCIDENTS.A MAXIMUM HEIGHT OF 28 INCHES PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES{1420 MM) MINIMUM MEASURED PERPENDICULAR /\ (710 MM) MEASURED TO THE TOP OF THE GRIPPING SURFACE FROM THE RAMP SURFACE OR / \ *� a° Ib) STAIR NOSING IS RECOMMENDED FOR HANDRAILS DESIGNED FOR CHILDREN.SUFFICIENT FROM THE REAR WALL. o g , VERTICAL CLEARANCE BETWEEN UPPER AND LOWER HANDRAILS,9 INCHES(230 MM)MINIMUM, 604.3.2 OVERLAP.THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO A m i . OVERLAP THE WATER CLOSET,ASSOCIATED GRAB BARS,DISPENSERS,SANITARY NAPKIN DISPOSAL UNITS, n �� ' A SHOULD BE PROVIDED TO HELP PREVENT ENTRAPMENT. N 12"MAX 12•MAX N 12" 48"MIN FOURS TYP DIAGONAL oR COAT HOOKS,SHELVES,ACCESSIBLE ROUTES,CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT A L CORNER TYPE CURB RAMPS OTHER FIXTURES,AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED t (a}HINGED DDDR (b)SLIDING DppR (c}FOLDING DOOR �f Q\\ f 405.7 ISLANDS.RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR WITHIN THE REQUIRED WATER CLOSET CLEARANCE. / \ FIGURE 307.2 LIMITS OF (a) b) FIGURE 404.2.3 CLEAR WIDTH OF DOORWAYS l+!` ,/ HAVE CURB RAMPS AT BOTH SIDES.EACH CURB RAMP SHALL HAVE A LEVEL AREA 48 INCHES(1220 MM) EXCEPTION: IN RESIDENTIAL DWELLING UNITS,A LAVATORY COMPLYING WITH 606 SHALL BE PROTRUDING OBJECTS FIGURE 307.3 POST MOUNTED PROTRUDING OBJECTS v (/ LONG MINIMUM BY 36 INCHES(915 MM)WIDE MINIMUM AT THE TOP OF THE CURB RAMP IN THE PART OF PERMITTED ON THE REAR WALL 18 INCHES(455 MM)MINIMUM FROM THE WATER CLOSET CENTERLINE 404.2.4 MANEUV€RING CLEARANCES.MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES THE ISLAND INTERSECTED BY THE CROSSINGS.EACH 48 INCH (1220 MM) MINIMUM BY 36 INCH (915 MM) ,, WHERE THE CLEARANCE AT THE WATER CLOSET IS 66 INCHES(1675 MM) MINIMUM MEASURED 307.3 POST-MOUNTED OBJECTS-FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL MINIMUM AREA SHALL BE ORIENTED SO THAT THE 48 INCH(1220 MM MINIMUM LENGTH IS IN THE PERPENDICULAR FROM THE REAR WALL. LANDLORD REVIEW ISSUE DATE: 10/05/18 OVERHANG CIRCULATION PATHS 12 INCHES (305 MM)MAXIMUM WHEN LOCATED 27 INCHES(685 MM) SHALL COMPLY WITH 404.2.4.MANEUVERING CLEARANCES SHALL EXTEND THF FULL WIDTH OF THE (c) DIRECTION OF THE RUNNING SLOPE OF THE CURB RAMP IT SERVES.THE 48 INCH 1220 MM)MINIMUM 8Y MINIMUM AND 80!NCHES(2030 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.WHERE A SIGN DOORWAY AND THE REQUIRED LATCH SIDE DR HINGE SIDE CLEARANCE. { m ADVISORY 604,3.2 OVERLAP.WHEN THE DOOR TO THE TOILET ROOM IS PLACED DIRECTLY IN FRONT TENANT REVIEW ISSUE DATE: 10/05/18 EXCEPTION:ENTRY DOORS TO HOSPITAL PATIENT ROOMS SHALL NOT BE REQUIRED TO 36 INCH (915 MM)MINIMUM AREAS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. "' OF THE WATER CLOSET,THE WATER CLOSET CANNOT OVERLAP THE REQUIRED MANEUVERING BID ISSUE DATE: 10/05/18 OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE FIGURE 404.2.6 DOORS 1N SERIES AND GATES IN SERIES BETWEEN THE POSTS OR PYLONS 15 GREATER THAN 12 INCHES(305 MM),THE LOWEST EDGE OF SUCH PROVIDE THE CLEARANCE BEYOND THE LATCH SIDE OF THE DOOR. m CLEARANCE FOR THE DOOR INSIDE THE ROOM. 404.2.4.1 SWINGING DOORS AND GATES-SWINGING DOORS AND GATES SHALL HAVE MANEUVERING 404.2.7 DOOR AND GATE HARDWARE.HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS / 113"MIN PERMIT ISSUE DATE: 10/05/18 SIGN OR OBSTRUCTION SHALL BE 27 INCHES(685 MM) MAXIMUM OR SO INCHES(2030 MM)MINIMUM , ABOVE THE FINISH FLOOR OR GROUND. CLEARANCES COMPLYING WfTH TABLE 404.2.4.1 QN DOORS AND GATES SHALL COMPLY WITH 309.4.OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 \ r INCHES(865 MM) MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. y �� CONSTRUCTION ISSUE DATE: XX/XX/18 EXCEPTION:THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE TABLE 404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATE WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED AI (b) LK ` __ REQUIRED TO COMPLY WITH 307.3. AND USABLE FROM BOTH SIDES. STAIRS RAMPS WAFAING l 1� ° 11 307.4 VERTICAL CLEARANCE.VERTICAL CLEARANCE SHALL BE 80 INCHES(2030 MM)HIGH MINIMUM. TYPE OF USE MINIMUM MANEUVERING CLEARANCE SURFACES l�_�J GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS EXCXPTIONS: 36•MIN FIGURE 505.4 HANDRAIL HEIGHT 1. EXISTING LOCKS SWALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS ` g z THAN 80 INCHES(2030 MM) HIGH.THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE PARALLEL TO DOORWAY 505.5 CLEARANCE-CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES PERPENDICULAR TO WITHOUT STILES,EXISTING OVERHEAD ROLLING DOORS OR GRILLES,AND SIMILAR EXISTING LOCATED 27 INCHES(685 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. APPROACH DIRECTION DOOR OR GATE SIDE (BEYOND LATCH SIDE SHALL BE 1 112 INCWES(38 MM) MINIMUM. DOORWAY DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP w EXCEPTION:DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES(1980 UNLESS NOTED) /_� 505.6 GRIPPING SURFACE.HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH OR BOTTOM RAIL. �/ V AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES.THE BOTTOMS OF HANDRAIL GRIPPING MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. FROM FRONT PULL 60 INCHES(1525 MM} 18!NCHES(455 MM) 2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS,SPAS,ANp HOT TUBS 2 SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE DRAWING TITLE, SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF TWE RELEASE OF LATCH ON PROVIDED,HORIZONTAL PROJECTIONS SHALL OCCUR 1 112 INCHES(38 MM)MINIMUM BELOW THE 60"MIN FROM FRONT PUSH 48 INCHES(1220 MM) 0 INCHES(0 MM)' SELF-LATCHING DEVICES AT 54 INCHES(1370 MM)MAXIMUM ABOVE THE FINISH FLOOR OR BOTTOM OF THE HANDRAIL GRIPPING SURFACE. �� ACCESSIBILITY -_ GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND EXCEPTIONS: FIGURE 604.3.1 SIZE OFI 60"MIN FROM HINGE SIDE PULL 60 INCHES(1525 MM) 36 INCHES (915 MM) OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER,OR INTEGRAL COMBINATION LOCK. e° �' STAN DAR DS - A 404.2.8.1 DOOR CLOSERS AND GATE CLOSERS.DOOR CLOSERS AND GATE CLOSERS SWALL BE ADJUSTED \ 1. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT STEEPER CLEARANCE AT WATER CLOSETS FROM HINGE SIDE PULL 54 INCHES(1370 MM) 42 INCHES(1065 MM) THAN 1:20,THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE FIGURE 604.3.2(EXCEPTION)OVERLAP SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TOA OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR OF WATER CLOSET CLEARANCE IN FROM HINGE SIDE PUSH 42 INCHES(1065 MM)2 22 INCHES(560 MM)3 POSITION OF 12 DEGREES FROM THE LATCH 15 5 SECONDS MINIMUM. RESIDENTIAL DWELLING UNITS BUMPER GUARDS. DRAWING NUMBER: 404.2"8"2 SPRING HINGES-DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE 2. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING 604.4 SEATS.THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES(430 MM) S FROM LATCH SIDE PULL 48 INCHES(1220 MM)4 24 INCHES(610 MM) OPEN POSITION OF 70 DEGREES,THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SURFACE SHALL BE PERMITTED TO BE REDUCED 8Y 118 INCH (32 MM) FOR EACH 112 INCH (13 MINIMUM AND 19 INCHES(485 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT.SEATS SHALL NOT BE T RET RN TO A LIFTED POSITION. v a SECONDS MINIMUM. MM)OF ADDITIONAL WANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES(100 MM). SPRUNG O U FROM LATCH SIDE PUSH 42 INCHES{1065 MM} 24 INCHES(610 MM} 404.2.9 DOOR AND GATE OPENING FORCE.FIRE DOORS SHALL WAVE A MINIMUM OPENING FORCE EXCEPTIONS: ADVISORY 505.6 GRIPPING SURFACE.PEOPLE WITH DISABILITIES,OLDER PEOPLE,AND OTHERS 1. ADD 12 INCHES(305 MM)IF CLOSER AND LATCH ARE PROVIEDED. ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.THE FORCE FOR PUSHING OR PULLING BENEFIT FROM CONTINUOUS GRIPPING SURFACES THAT PERMIT USERS TO REACH THE FINGERS 1. A WATER CLOSET IN A TOILET ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A 2. ADD 6 INCHES (150 MM)IF CLOSER AND LATCH ARE PROVIDED. OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: (a)CUT THROUGH AT ISLAND (b)CURB RAMP AT ISLAND OUTWARD OR DOWNWARD TO GRASP THE HANDRAIL.PARTICULARLY AS THE USER SENSES A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE REQUIRED TO I- 3. BEYOND HINGE SIDE. 1. INTERIOR HINGED DOORS AND GATES:5 POUNDS(22.2 N) MAXIMUM. LOSS OF EQUILIBRIUM OR BEGINS TO FALL" COMPLY WITH 604.4. N 4. ADD 6 INCHES(150 MM)IF CLOSER IS PROVIDED. 2. SLIDING OR FOLDING DOORS:5 POUNDS(22.2 N)MAXIMUM. FIGURE 406.7 ISLAND IN CROSSINGS 2. IN RESIDENTIAL DWELLING UNITS,THE HEIGHT OF WATER CLOSETS SHALL BE PERMITTED TO BE 15 FIGURE 307.4 VERTICAL CLEARANCE • THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE INCHES(380 MM)MINIMUM AND 19 INCHES(485 MM)MAXIMUM ABOVE THE FINISH FLOOR OTHER DEVICES THAT HOLD THE DOOR OR GATE INA CLOSED POSITION, MEASURED TO THE TOP OF THE SEAT. CO 20 1 8 IdGROU P, LLC . 604.5 GRAB BARS.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609.GRAB BARS SHALL BE 704.2.2 OPERABLE PARTS.OPERABLE PARTS SHALL COMPLY WITH 309.TELEPHONES SHALL HAVE 804.6.3 DISHWASHER.CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ADJACENT TO THE ARCHITECT 604R.8A.N3GCEOSA ST p HEOCOIFKIESD AI NN D30S8H SEHLVELEVSE.SCOSAHTALHLOBOEK LSOSCHAATLELDB4E0 LI ON CC AH TE Es DoW0 I1T6HroI Nm 0)NK4 EI NOIMF UTK AH EA NR DE A4C8H 608R.30.2LLSITNAN DP AE FISDH RO OWLELR-I CN OT Ym PP EA RSTHMOEWN7E SR,CG OR AM BP ABAR TR I Ms Es NE i TA Si_L.WEI EH EPRREOVAIDSEEADTOISN PTRHOEVBIDACEDK WINASILAANNDDATRHDE 61010.3.21 Lm-US Hm AAPNEDD TSHEAE FTRSO.TNHTEERDEAGER1E5DINGCEHOEFBA(3N8L0-SNAFINAA)PMEIDNISMEL JAMT ASHNADL1L6BINEC2H1E/2BIN(4C05HEMSK4()64MMMIr)outA PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. PUSH-BUTTON CONTROLS WHERE SUCH SERVICE IS AVAILABLE. DISHWASHER DOOR.THE DISHWASHER DOOR,IN THE OPEN POSITION,SHALL NOT OBSTRUCT THE CLEAR EXCEPTIONS: INCHES(1220 MM) MAXIMUM ABOVE THE FINISH FLOOR. SIDE WALL OPPOSITE THE SEAT.GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT.WHERE A SEAT FROM THE SEAT WALL.THE REAR EDGE OF THE"12'PORTION OF THE SEAT SHALL BE 1 1/2 INCHES(38 704.2.3 TELEPHONE DIRECTORIES.TELEPHONE DIRECTORIES,WHERE PROVIDED,SHALL BE LOCATED IN FLOOR OR GROUND SPACE FOR THE DISHWASHER OR THE SINK. 1. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A TOILET ROOM FOR A SINGLE 604.9 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE.WATER CLOSETS AND IS NOT PROVIDED IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS,GRAB BARS SHALL BE MM)MAXIMUM FROM THE WALL AND THE FRONT EDGE SHALL BE 14 INCHES(355 MM)MINIMUM AND 15 ACCORDANCE WITH 309. 804.6.4 RANGE OR COOKTOP.WHERE A FORWARD APPROACH IS PROVIDED,THE CLEAR FLOOR OR GROUND OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL COMPLY WITH 604.9. PROVIDED ON THREE WALLS.GRAB BARS SHALL BE INSTALLED 6 INCHES(150 MM)MAXIMUM FROM INCHES(380 MM)MAXIMUM FROM THE WALL.THE END OF THE"L"SHALL BE 22 INCHES(560 MM) 704.2.4 CORD LENGTH.THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE 29 INCHES(735 MM) SPACE SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.WHERE KNEE AND TOE SPACE IS PUBLIC USE PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED ADVISORY 604.9 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE.THE ADJACENT WALLS. MINIMUM AND 23 INCHES MAXIMUM (585 MM)FROM THE MAIN SEAT WALL. LONG MINIMUM. PROVIDED,THE UNDERSIDE OF THE RANGE OR COOKTOP SHALL BE INSULATED OR OTHERWISE SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5. REQUIREMENTS IN 604.9 ARE TO BE FOLLOWED WHERE THE EXCEPTION FOR CHILDREN'S 608.3.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL-IN TYPE SHOWER z, 704.3 VOLUME CONTROL TELEPHONES-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED CONFIGURED TO PREVENT BURNS,ABRASIONS,OR ELECTRICAL SHOCK.THE LOCATION OF CONTROLS 2. IN RESIDENTIAL DWELLING UNITS,GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN WATER CLOSETS IN 604.1 IS USED.THE FOLLOWING TABLE PROVIDES ADDITIONAL GUIDANCE IN COMPARTMENTS,GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE WALL FARTHEST 2T-23' x.) ,-1.- REQUIREMENTS SHALL NOT REQUIRE REACHING ACROSS BURNERS. Carry D. McLain 7 7 TOILET OR BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS APPLYING THE SPECIFICATIONS FOR WATER CLOSETS FOR CHILDREN ACCORDING TO THE AGE FROM THE COMPARTMENT ENTRY.GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT,GRAB BARS 4 704.4.1 HEIGHT.WHEN IN USE,THE TOUCH SURFACE OF TTY KEYPADS SHALL BE 34 INCHES(865 MM) 804.6.5 OVEN.OVENS SHALL COMPLY WITH 804.6.5. ,_. AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5. GROUP SERVED AND REFLECTS THE DIFFERENCES IN THE SIZE,STATURE,AND REACH RANGES SHALL BE INSTALLED 6 INCHES(150 MM) MAXIMUM FROM ADJACENT WALLS. ------i MINIMUM ABOVE THE FINISH FLOOR, 804.6.5.1 SIDE-HINGED DOOR OVENS.SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE Architect 3. IN DETENTION OR CORRECTION FACILITIES,GRAB BARS SHALL NOT BE REQUIRED TO BE OF CHILDREN AGES 3 THROUGH 12.THE SPECIFICATIONS CHOSEN SHOULD CORRESPOND TO EXCEPTION:WHERE SEATS ARE PROVIDED,TTYS SHALL NOT BE REQUIRED TO COMPLY WITH REQUIRED BY 804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR. INSTALLED IN HOUSING OR HOLDING CELLS THAT ARE SPECIALLY DESIGNED WITHOUT THE AGE OF THE PRIMARY USER GROUP.THE SPECIFICATIONS OF ONE AGE GROUP SHOULD BE "m BACK "Ax g r"" ..c,, 704.4.1. 804.6.5.2 BOTTOM-HINGED DOOR OVENS.BOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE 2641 IRVING BLVD. SWEAT II-\ SWEAALTL r PROTRUSIONS FOR PURPOSES OF SUICIDE PREVENTION. APPLIED CONSISTENTLY IN THE INSTALLATION OF A WATER CLOSET AND RELATED ELEMENTS. .c. WALL. tia zo WALL ADVISORY 704.4.1 HEIGHT.A TELEPHONE WITH A TTY INSTALLED UNDERNEATH CANNOT ALSO BE REQUIRED BY 804.3 POSITIONED ADJACENT TO ONE SIDE OF THE DOOR. DALLAS, TEXAS 75207 ADVISORY 604.5 GRAB BARS EXCEPTION 2.REINFORCEMENT MUST BE SUFFICIENT TO PERMIT A WHEELCHAIR ACCESSIBLE TELEPHONE BECAUSE THE REQUIRED 34 INCHES(865 MM)MINIMUM 804.6.5.3 CONTROLS.OVENS SHALL HAVE CONTROLS ON FRONT PANELS. 972.861.2296 THE INSTALLATION OF REAR AND SIDE WALL GRAB BARS THAT FULLY MEET ALL ACCESSIBILITY ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12 • . f-1 KEYPAD HEIGHT CAN CAUSES THE HIGHEST OPERABLE PART OF THE TELEPHONE,USUALLY THE 804.6.6 REFRIGERATOR/FREEZER.COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 REQUIREMENTS INCLUDING, BUT NOT LIMITED TO,REQUIRED LENGTH,INSTALLATION HEIGHT, I I \ ell COIN SLOT,TO EXCEED THE MAXIMUM PERMITTED SIDE AND FORWARD REACH RANGES. (SEE PERCENT OF THE FREEZER SPACE 54 INCHES(1370 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND, AGES 3-4 AGES 5-8 AGES 9-12 SIDE SIDE SIDE I I SIDE \._ SECTION 308). THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE AND STRUCTURAL STRENGTH. W WALL WA I I WALL 604.5.1 SIDE WALL.THE SIDE WALL GRAB BAR SHALL BE 42 INCHES(1065 MM) LONG MINIMUM,LOCATED WATER CLOSET CENTERLINE 12 INCHES(305 MM) 12-15 INCHES(305-380 MMI 15-18 INCHES(380-455 MM) I I 15"-16' 2 1/2'MA,X ADVISORY 704.4.1 HEIGHT EXCEPTION.WHILE SEATS ARE NOT REQUIRED AT TTYS,READING AND DEDICATED TO A REFRIGERATOR/FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND 12 INCHES(305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES(1370 MM)MINIMUM Li (a)SIZE (b)DISTANCE FROM TYPING AT A TTY IS MORE SUITED TO SITTING THAN STANDING.FACILITIES THAT OFTEN PROVIDE SPACE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE CENTERLINE OF THE DEDICATED SPACE. TOILET SEAT HEIGHT 11-12 INCHES(280-305 MM) 12-15 INCHES(305-380 MM) 15-17 INCHES(380-430 MM) WALL SEATS AT-TTY'S INCLUDE,BUT ARE NOT LIMITED TO,AIRPORTS AND OTHER PASSENGER 805 MEDICAL CARE AND LONG-TERM CARE FACILITIES-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED FROM THE REAR WALL. 604.5.2 REAR WALL.THE REAR WALL GRAB BAR SHALL BE 36 INCHES(915 MM)LONG MINIMUM AND GRAB BAR HEIGHT 18-20 INCHES(455-510 MM) 20-25 INCHES(510-635 MM) 25-27 INCHES(635-685 MM) (a)WITHOUT SEAT (b)WITH SEAT FIGURE 610.3.2 L-SHAPED SHOWER SEAT TERMINALS OR STATIONS,COURTS,ART GALLERIES,AND CONVENTION CENTERS. REQUIREMENTS EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES(305 MM) MINIMUM ON ONE SIDE FIGURE 608 3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWERS 704.5 TTY SHELF-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 806 TRANSIENT LODGING GUEST ROOMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED 1 DISPENSER HEIGHT 14 INCHES(355 MM) 14-17 INCHES(355-430 MM) 17-19 INCHES(430-485 MM) 705 DETECTABLE WARNINGS REQUIREMENTS DESIGN CONSULTANT AND 24 INCHES(610 MM)MINIMUM ON THE OTHER SIDE. 608.4 SEATS.A FOLDING OR NON-FOLDING SEAT SHALL BE PROVIDED IN TRANSFER TYPE SHOWER 610.4 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED 705.1 GENERAL.DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND 807 HOLDING CELLS AND HOUSING CELLS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED EXCEPTIONS: 604.9.1 LOCATION.THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR COMPARTMENTS.A FOLDING SEAT SHALL BE PROVIDED IN ROLL-IN TYPE SHOWERS REQUIRED IN WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1112 N)IS APPLIED AT ANY POINT ON THE SHALL COMPLY WITH 705. REQUIREMENTS 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES(610 MM) LONG MINIMUM, AND TO ONE SIDE.THE CENTERLINE OF THE WATER CLOSET SHALL BE 12 INCHES(305 MM) MINIMUM TRANSIENT LODGING GUEST ROOMS WITH MOBILITY FEATURES COMPLYING WITH 806.2. SEATS SHALL SEAT,FASTENER, MOUNTING DEVICE,OR SUPPORTING STRUCTURE, 705.1.1 DOME SIZE.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE 808 COURTROOMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS CENTERED ON THE WATER CLOSET,WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 AND 18 INCHES(455 MM)MAXIMUM FROM THE SIDE WALL OR PARTITION,EXCEPT THAT THE WATER COMPLY WITH 610. 611 WASHING MACHINES AND CLOTHES DRYERS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED DIAMETER OF 0,9 INCH (23 MM)MINIMUM AND 1.4 INCHES(36 MM)MAXIMUM,A TOP DIAMETER OF 50 809 RESIDENTIAL DWELLING UNITS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS .- INCHES(915 MM)MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO CLOSET SHALL BE 17 INCHES(430 MM)MINIMUM AND 19 INCHES(485 MM) MAXIMUM FROM THE SIDE EXCEPTION:IN RESIDENTIAL DWELLING UNITS,SEATS SHALL NOT BE REQUIRED IN TRANSFER REQUIREMENTS PERCENT OF THE BASE DIAMETER MINIMUM TO 65 PERCENT OF THE BASE DIAMETER MAXIMUM,AND A 810 TRANSPORTATION FACILITIES-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS '. "'``,..-iB;-.- -gill '.B B_.....Ai THE WATER CLOSET. WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2. TYPE SHOWER COMPARTMENTS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN 612 SAUNAS AND STEAM ROOMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS HEIGHT OF 0.2 INCH(5.1 MM). 811 STORAGE 2. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER WALLS SO AS TO PERMIT THE INSTALLATION OF SEATS COMPLYING WITH 608.4. 705.1.2 DOME SPACING.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A 811.2 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL AIIP. BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, CLOSET, 608.5 CONTROLS.CONTROLS,FAUCETS,AND SHOWER SPRAY UNITS SHALL COMPLY WITH 309.4. CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES CENTER-TO-CENTER SPACING OF 1.6 INCHES(41 MM) MINIMUM AND 2.4 INCHES(61 MM) MAXIMUM,AND BE PROVIDED. THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE 604.9.2 CLEARANCE.CLEARANCE AROUND A WATER CLOSET SHALL COMPLY WITH 604.3. 608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS.IN TRANSFER TYPE SHOWER COMPARTMENTS,THE A BASE-TO-BASE SPACING OF 0.65 INCH (17 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT 811.3 HEIGHT.STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN OF THE TOILET AREA. 6G4.9.3 HEIGHT.THE HEIGHT OF WATER CLOSETS SHALL BE 11 INCHES(280 MM) MINIMUM AND 17 CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL OPPOSITE 702 FIRE ALARM SYSTEMS DOMES ON A SQUARE GRID, 308. 54"MIN 36"MI1 T INCHES(430 MM)MAXIMUM MEASURED TO THE TOP OF THE SEAT.SEATS SHALL NOT BE SPRUNG TO THE SEAT 38 INCHES(965 MM) MINIMUM AND 48 INCHES(1220 MM) MAXIMUM ABOVE THE SHOWER 702.1 GENERAL.FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE 811.4 OPERABLE PARTS.OPERABLE PARTS SHALL COMPLY WITH 309. 12'MAX i /- 12"MIN RETURN TO A LIFTED POSITION. FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL 15 INCHES(380 MM) MAXIMUM FROM THE ALARMS COMPLYING WITH NFPA 72(1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE,SEE 4,,,41±,_, 42'MIN 24"MIN I, \ 604.9.4 GRAB BARS.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 604.5. CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING. "REFERENCED STANDARDS'IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF I,• ,t. 1 OA 604.9.5 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.IN STANDARD ROLL-IN TYPE SHOWER AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NEPA 72(1999 EDITION) snk-enc cs ir•=A a.m.. a 2 C-55,'In 0,.ti,+.1.,in' emircimmer of 0 6 4 CHAPTER 9: BUILT-IN ELEMENTS idGRoup • • 7 V 1 • F_ ' 074•2-55e.rAl OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.2 AND 309.4 AND SHALL BE INSTALLED 36 COMPARTMENTS,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE / o o o Z INCHES(915 MM) MAXIMUM ABOVE THE FINISH FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE GRAB BAR,BUT NO HIGHER THAN 48 INCHES(1220 MM)ABOVE THE SHOWER FLOOR.WHERE A SEAT IS AUDIBLE APPLIANCE. IN ADDITION,ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION P/ Z 2 /A: '-' ......,, 901 GENERAL II TRANSEEFI I. SIDE i: ,,, il n _ OA -`-' 't OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS PROVIDED,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE BACK FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NEPA 72(1999 EDITION)OR SECTIONS 7.4 1-...-, ,...- 901.1 SCOPE.THE PROVISIONS OF CHAPTER 9 SHALL APPLY WHERE REQUIRED BY CHAPTER 2 OR WHERE 2,61 vIRViiIN,c:GoBLVD. W WIIII:i4T-9. COMPLYING WITH 604.8.2. 604.9.6 DISPENSERS.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES WALL ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27 INCHES(685 MM)MAXIMUM FROM THE SEAT WALL. AND 7.5 OF NEPA 72(2002 EDITION), EXCEPTION:FIRE ALARM SYSTEMS IN MEDICAL CARE FACILITIES SHALL BE PERMITTED TO BE FIGURE 705 I SIZE AND SPACING 07 TRUNCATED 00AIES REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. 902 DINING SURFACES AND WORK SURFACES DALLAS, TEXAS 75207 (180 MM)MINIMUM AND 9 INCHES(230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED ADVISORY 608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.IN STANDARD ROLL-IN PROVIDED IN ACCORDANCE WITH INDUSTRY PRACTICE. 705.1.3 CONTRAST.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT EXCEPTION:DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO TEL: 214-638-6800 TO THE CENTERLINE OF THE DISPENSER.THE OUTLET OF THE DISPENSER SHALL BE 14 INCHES(355 TYPE SHOWERS WITHOUT SEATS,THE SHOWER HEAD AND OPERABLE PARTS CAN BE LOCATED ON 703 SIGNS WALKING SURFACES EITHER LIGHT-ON-DARK,OR DARK-ON-UGHT. COMPLY WITH 902.4. MM) MINIMUM AND 19 INCHES(485 MM)MAXIMUM ABOVE THE FINISH FLOOR.THERE SHALL BE A ANY OF THE TH REE WALLS OF THE SHOWER WITHOUT ADVERSELY AFFECTING ACCESSIBILITY. 703.1 GENERAL.SIGNS SHALL COMPLY WITH 703.WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE 705.2 PLATFORM EDGES.DETECTABLE WARNING SURFACES AT PLATFORM BOARDING EDGES SHALL BE 24 ADVISORY 902.1 GENERAL.DINING SURFACES INCLUDE,BUT ARE NOT LIMITED TO.BARS,TABLES, FIGURE 604.5.1 SIDE WALL GRAB FIGURE 604 5.2 REAR WALL FIGURE 604.7 DISPENSER CLEARANCE OF 1 1/2 INCHES(38 MM)MINIMUM BELOW THE GRAB BAR.DISPENSERS SHALL NOT BE REQUIRED,EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS.OR TWO SEPARATE SIGNS, INCHES(610 MM)WIDE AND SHALL EXTEND THE FULL LENGTH OF THE PUBLIC USE AREAS OF THE LUNCH COUNTERS,AND BOOTHS.EXAMPLES OF WORK SURFACES INCLUDE WRITING SURFACES, BAR AT WATER CLOSETS GRAB BAR AT WATER CLOSETS OUTLET LOCATION OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 15"MAX CAN BE LOCATED ON ANY 27"MAX ONE WITH VISUAL,AND ONE WITH TACTILE CHARACTERS,SHALL BE PROVIDED. PLATFORM. STUDY CARRELS, STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER TABLES OR 604.6 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.HAND 604.9.7 TOILET COMPARTMENTS.TOILET COMPARTMENTS SHALL COMPLY WITH 604.8. 703.2 RAISED CHARACTERS.RAISED CHARACTERS SHALL COMPLY WITH 703,2 AND SHALL BE DUPLICATED 706 ASSISTIVE LISTENING SYSTEMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED SWIDALE L,1, //7;t: WALL OF SHOWER / FIXTURES FOR PERSONAL GROOMING,COUPON COUNTERS,AND WHERE COVERED BY THE ABA SEAL OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.FLUSH CONTROLS SHALL BE LOCATED ON THE 605 URINALS 1 IN BRAILLE COMPLYING WITH 703.3.RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS SCOPING PROVISIONS, EMPLOYEE WORK STATIONS. 4119 • . . N. 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES-REFER TO ACCESSIBILITY STANDARDS FOR OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS 605.1 GENERAL.URINALS SHALL COMPLY WITH 605. "k . %;/' 703.4. 902.2 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A COMPLYING WITH 604.8.2. ADVISORY 605.1 GENERAL.STALL-TYPE URINALS PROVIDE GREATER ACCESSIBILITY FOR A . .. ADVISORY 703.2 RAISED CHARACTERS.SIGNS THAT ARE DESIGNED TO BE READ BY TOUCH DETAILED REQUIREMENTS FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE ) 11:ov ADVISORY 604.6 FLUSH CONTFIOLS.IF PLUMBING VALVES ARE LOCATED DIRECTLY BEHIND THE BROADER RANGE OF PERSONS,INCLUDING PEOPLE OF SHORT STATURE. 0-411. v LI :'•,_ . SHOULD NOT HAVE SHARP OR ABRASIVE EDGES. 708 TWO-WAY COMMUNICATION SYSTEMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED PROVIDED. . TOILET SEAT,FLUSH VALVES AND RELATED PLUMBING CAN CAUSE INJURY OR IMBALANCE WHEN 605.2 HEIGHT AND DEPTH.URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM I • 703.2.1 DEPTH.RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM)MINIMUM ABOVE THEIR BACKGROUND. REQUIREMENTS 902.3 HEIGHT.THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES(710 MM)MINIMUM A PERSON LEANS BACK AGAINST THEM.TO PREVENT CAUSING INJURY OR IMBALANCE,THE 17 INCHES(430 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.URINALS SHALL BE 13 1/2 1 z m . Po 63 '. ,_ TS ",/ k -4 703.2.2 CASE.CHARACTERS SHALL BE UPPERCASE. AND 34 INCHES(865 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 1 i"'• PLUMBING CAN BE LOCATED BEHIND WALLS OR TO THE SIDE OF THE TOILET;OR IF APPROVED BY INCHES(345 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE r; 703.2.3 STYLE.CHARACTERS SHALL BE SANS SERIF.CHARACTERS SHALL NOT BE ITALIC,OBLIQUE,SCRIPT, 902.4 DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE.ACCESSIBLE DINING SURFACES AND ,-:A. R.,--), THE LOCAL AUTHORITY HAVING JURISDICTION, PROVIDE A TOILET SEAT LID. BACK OF THE FIXTURE. . HIGHLY DECORATIVE,OR OF OTHER UNUSUAL FORMS. CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS WORK SURFACES FOR CHILDREN'S USE SHALL COMPLY WITH 902.4. I. 1 k.__,,, 604.7 DISPENSERS.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES(180 \____Nc \ 703.2.4 CHARACTER PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH EXCEPTION: DINING SURFACES AND WORK SURFACES THAT ARE USED PRIMARILY BY CHILDREN 5 74C., MM)MINIMUM AND 9 INCHES(230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE /-13 112"MIN r 1/3 1/2"MIN OF THE UPPERCASE LETTER"0"IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT 801 GENERAL YEARS AND YOUNGER SHALL NOT BE REQUIRED TO COMPLY WITH 902.4 WHERE A CLEAR FLOOR OR iVii 1 1 If- -, y-""1 CENTERLINE OF THE DISPENSER.THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES(380 MM) / FIGURE 608.5 1 TRANSFER (a)WITHOUT SEAT (b)WITH SEAT OF THE UPPERCASE LETTER"P. 801.1 SCOPE.THE PROVISIONS OF CHAPTER 8 SHALL APPLY WHERE REQUIRED BY CHAPTER 2 OR WHERE GROUND SPACE COMPLYING WITH 305 POSITIONED FOR A PARALLEL APPROACH IS PROVIDED. '1, - • ".1"iiiit.• 4 A IN tsA MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED - TYPE SHOWER 703.2.5 CHARACTER HEIGHT.CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. 902.4.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR .! CI BEHIND GRAB BARS.DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES COMPARTMENT CONTROL FIGURE 608.5.2 STANDARD ROLL-IN TYPE CHARACTER SHALL BE 5/8 INCH (16 MI MINIMUM AND 2 INCHES(51 MM) MAXIMUM BASED ON THE ADVISORY 801.1 SCOPE.FACILITIES COVERED BY THESE REQUIREMENTS ARE ALSO SUBJECT TO FORWARD APPROACH SHALL BE PROVIDED.KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE ... LOCATION SHOWER COMPARTMENT CGNTROL LOCATION HEIGHT OF THE UPPERCASE LETTER"P. THE REQUIREMENTS OF THE OTHER CHAPTERS.FOR EXAMPLE,806 ADDRESSES GUEST ROOMS IN '---3 NOT ALLOW CONTINUOUS PAPER FLOW. PROVIDED,EXCEPT THAT KNEE CLEARANCE 24 INCHES(610 MM) MINIMUM ABOVE THE FINISH FLOOR OR GP EXCEPTION:WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION TRANSIENT LODGING FACILITIES WHILE 902 CONTAINS THE TECHNICAL SPECIFICATIONS FOR _...., DALLAS, TEXAS . ADVISORY 604.7 DISPENSERS.IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE GROUND SHALL BE PERMITTED. U'),, -,..., ___Nc 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.IN ALTERNATE ROLL-IN TYPE SHOWER ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE PERMITTED TO BE 1/2 INCH (13 MM) DINING SURFACES. IF A TRANSIENT LODGING FACILITY CONTAINS A RESTAURANT,THE 902.4.2 HEIGHT.THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES(660 MM)MINIMUM AND 30 INCHES WALL GRAB BAR,THE OUTLET OF THE TOILET PAPER DISPENSER MUST BE 48 INCHES(1220 MM) v COMPARTMENTS,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE MINIMUM. RESTAURANT MUST COMPLY WITH REQUIREMENTS IN OTHER CHAPTERS SUCH AS THOSE 'cc. MAXIMUM ABOVE THE FINISH FLOOR AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR M (760 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 411y, (5- r. GRAB BAR,BUT NO HIGHER THAN 48 INCHES(1220 MM)ABOVE THE SHOWER FLOOR.WHERE A SEAT IS APPLICABLE TO CERTAIN DINING SURFACES. 903 BENCHES MUST BE 33 INCHES(840 MM) MINIMUM AND 36 INCHES(915 MM) MAXIMUM ABOVE THE FINISH - - PROVIDED,THE CONTROLS, FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ON THE SIDE lir RARYI 802 WHEELCHAIR SPACES,COMPANION SEATS,AND DESIGNATED AISLE SEATS 903.2 CLEAR FLOOR OR GROUND SPACE.CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE FLOOR. WALL ADJACENT TO THE SEAT 27 INCHES(685 MM) MAXIMUM FROM THE SIDE WALL BEHIND THE SEAT 802.1 WHEELCHAIR SPACES.WHEELCHAIR SPACES SHALL COMPLY WITH 802.1. 604.8 TOILET COMPARTMENTS.WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE (a)WALL HUNG (b)STALL TYPE PROVIDED AND SHALL BE POSITIONED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS 12•11i ill TYPE OR SHALL BE LOCATED ON THE BACK WALL OPPOSITE THE SEAT 15 INCHES(380 MM)MAXIMUM, LEFT OR 802.1.1 FLOOR OR GROUND SURFACE.THE FLOOR OR GROUND SURFACE OF WHEELCHAIR SPACES SHALL OF THE BENCH. REQUIREMENTS OF 604.8,1 AND 604.8.3.COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING RIGHT,OF THE CENTERLINE OF THE SEAT.WHERE A SEAT IS NOT PROVIDED,THE CONTROLS,FAUCETS, I. (14 COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. 903.3 SIZE.BENCHES SHALL HAVE SEATS THAT ARE 42 INCHES(1065 MM)LONG MINIMUM AND 20 INCHES(510 FIXTURE SHALL COMPLY WITH 603.AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH FIGURE 605.2 HEIGHT AND DEPTH OF URINALS AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM THE EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. PROJECT NO.: 55-162 MM) DEEP MINIMUM AND 24 INCHES (610 MM)DEEP MAXIMUM. 604.8.2 AND 604.8.3. 605.3 CLEAR FLOOR SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 POSITIONED COMPARTMENT ENTRY. 802.1.2 WIDTH.A SINGLE WHEELCHAIR SPACE SHALL BE 36 INCHES(915 MM)WIDE MINIMUM WHERE TWO 903.4 BACK SUPPORT.THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. DRAWN BY: AB 604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS.WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL FOR FORWARD APPROACH SHALL BE PROVIDED. ADJACENT WHEELCHAIR SPACES ARE PROVIDED,EACH WHEELCHAIR SPACE SHALL BE 33 INCHES(840 BACK SUPPORT SHALL BE 42 INCHES(1065 MM) LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 CHECKED BY: MS/LL/GH COMPLY WITH 604.8.1. 605.4 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.HAND 27'MAX 1 r 15'MAX FIGURE 703.2.5 HEIGHT OF RAISED CHARACTER: MM)WIDE MINIMUM. INCHES(51 MM)MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES(455 MM) MINIMUM ABOVE THE 604.8.1.1 SIZE.WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES(1525 MM)WIDE MINIMUM OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. . e .,. -r iv. , 703.2.6 STROKE THICKNESS.STROKE THICKNESS OF THE UPPERCASE LETTER"I"SHALL BE 15 PERCENT 802.1.3 DEPTH.WHERE A WHEELCHAIR SPACE CAN BE ENTERED FROM THE FRONT OR REAR,THE SEAT SURFACE.BACK SUPPORT SHALL BE 2 1/2 INCHES(64 MM) MAXIMUM FROM THE REAR EDGE OF THE MEASURED PERPENDICULAR TO THE SIDE WALL,AND 56 INCHES(1420 MM) DEEP MINIMUM FOR WALL 606 LAVATORIES AND SINKS , MAXIMUM OF THE HEIGHT OF THE CHARACTER WHEELCHAIR SPACE SHALL BE 48 INCHES(1220 MM)DEEP MINIMUM,WHERE A WHEELCHAIR SPACE CAN SEAT MEASURED HORIZONTALLY. HUNG WATER CLOSETS AND 59 INCHES (1500 MM)DEEP MINIMUM FOR FLOOR MOUNTED WATER ADVISORY 606.1 GENERAL.IF SOAP ANL)TOWEL DISPENSERS ARE PROVIDED,THEY MUST BE V.. / 703.2.7 CHARACTER SPACING.CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST BE ENTERED ONLY FROM THE SIDE,THE WHEELCHAIR SPACE SHALL BE 60 INCHES(1525 MM)DEEP ADVISORY 903.4 BACK SUPPORT.TO ASSIST IN TRANSFERRING TO THE BENCH,CONSIDER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.WHEELCHAIR ACCESSIBLE LOCATED WITHIN THE REACH RANGES SPECIFIED IN 308.LOCATE SOAP AND TOWEL i. " 1• ,• POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE,EXCLUDING WORD SPACES.WHERE MINIMUM. COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES(1525 MM)WIDE MINIMUM MEASURED DISPENSERS SO THAT THEY ARE CONVENIENTLY USABLE BY A PERSON AT THE ACCESSIBLE ' .1r< r:: SIDE BACK WALL g CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED 802.1.4 APPROACH.WHEELCHAIR SPACES SHALL ADJOIN ACCESSIBLE ROUTES.ACCESSIBLE ROUTES PERPENDICULAR TO THE SIDE WALL,AND 59 INCHES(1500 MM) DEEP MINIMUM FOR WALL HUNG AND LAVATORY. m WALL CHARACTERS SHALL BE 1/8 INCH(3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE SHALL NOT OVERLAP WHEELCHAIR SPACES. FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 606.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305,POSITIONED FOR A to Nt WIDTH MAXIMUM.WHERE CHARACTERS HAVE OTHER CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL ADVISORY 802.1.4 APPROACH.BECAUSE ACCESSIBLE ROUTES SERVING WHEELCHAIR SPACES ADVISORY 604.8.1.1 SIZE.THE MINIMUM SPACE REQUIRED IN TOILET COMPARTMENTS IS FORWARD APPROACH,AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. [ io, s RAISED CHARACTERS SHALL BE 1/16 INCH(1.6 MM)MINIMUM AND 4 TIMES THE RAISED CHARACTER ARE NOT PERMITTED TO OVERLAP THE CLEAR FLOOR SPACE AT WHEELCHAIR SPACES,ACCESS RP RR 00 v\/IDD EI NBG,GGRRAABB BBAARRBS COANNANIBWTA LOLBABDTJRAUCCETNTTRATONBTFHEERBTEONCTHHE,BBUETNNCOHT ON THE SEAT BACK. IF x z -- PROVIDED SO THAT A PERSON USING A WHEELCHAIR CAN MANEUVER INTO POSITION AT THE EXCEPTIONS: 1., STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS,AND 1/8 INCH(3.2 MM)MINIMUM AND TO ANY WHEELCHAIR SPACE CANNOT BE THROUGH ANOTHER WHEELCHAIR SPACE. -,E Zo ,..• m WATER CLOSET.THIS SPACE CANNOT BE OBSTRUCTED BY BABY CHANGING TABLES OR OTHER 1. A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A V..... • 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. 802.1.5 OVERLAP.WHEELCHAIR SPACES SHALL NOT OVERLAP CIRCULATION PATHS. EA 7_____J 2 1/2"MAX FIXTURES OR CONVENIENCES, EXCEPT AS SPECIFIED AT 604.3.2(OVERLAP).IF TOILET SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 ADVISORY 802,1.5 OVERLAP.THE TERM"CIRCULATION PATHS"USED IN SECTION 802.1.5 MEANS COMPARTMENTS ARE TO BE USED TO HOUSE FIXTURES OTHER THAN THOSE ASSOCIATED WITH 2. A LAVATORY IN A TOILET ROOM OR BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED (a)WITH SEAT (ELEVATION) (b)WITH SEAT (ELEVATION) MM)MINIMUM. AISLE WIDTH REQUIRED BY APPLICABLE BUILDING OR LIFE SAFETY CODES FOR THE SPECIFIC ..• _i__1_.‘c f_____I THE WATER CLOSET,THEY MUST BE DESIGNED TO EXCEED THE MINIMUM SPACE ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT 703.2.8 LINE SPACING.SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS ASSEMBLY OCCUPANCY.WHERE THE CIRCULATION PATH PROVIDED IS WIDER THAN THE REQUIREMENTS.CONVENIENCE FIXTURES SUCH AS BABY CHANGING TABLES MUST ALSO BE BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. BACK WALL BACK WALL WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED REQUIRED AISLE WIDTH,THE WHEELCHAIR SPACE MAY INTRUDE INTO THAT PORTION OF THE II MI:Li ACCESSIBLE TO PEOPLE WITH DISABILITIES AS WELL AS TO OTHER USERS.TOILET 3. IN RESIDENTIAL DWELLING UNITS,CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND SIDE ' SIDE SIDE SIDE CHARACTER HEIGHT. CIRCULATION PATH THAT IS PROVIDED IN EXCESS OF THE REQUIRED AISLE WIDTH. COMPARTMENTS THAT ARE DESIGNED TO MEET,AND NOT EXCEED,THE MINIMUM SPACE KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET; WAL WALL WAL WALL 703.3 BRAILLE-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 802.2 LINES OF SIGHT. LINES OF SIGHT TO THE SCREEN,PERFORMANCE AREA,OR PLAYING FIELD FOR REQUIREMENTS MAY NOT PROVIDE ADEQUATE SPACE FOR MANEUVEF1ING INTO POSITION AT A (A) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE 703.4 INSTALLATION HEIGHT AND LOCATION.SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH SPECTATORS IN WHEELCHAIR SPACES SHALL COMPLY WITH 802.2. (a) (L:IL BABY CHANGING TABLE. FIXTURE; 1----1 703.4. 802.2.1 LINES OF SIGHT OVER SEATED SPECTATORS.WHERE SPECTATORS ARE EXPECTED TO REMAIN FIGURE 903.4 BENCH BACK SUPPORT L (B) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND L...__J 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND.TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED SEATED DURING EVENTS,SPECTATORS IN WHEELCHAIR SPACES SHALL BE AFFORDED LINES OF SIGHT (C) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 48 INCHES(1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,MEASURED FROM THE COMPLYING WITH 802.2.1. 903.5 HEIGHT.THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES(430 MM) MINIMUM AND 19 INCHES I • • t. 1 4. A KNEE CLEARANCE OF 24 INCHES(610 MM)MINIMUM ABOVE THE FINISH FLOOR OR GROUND FRONT FRONT BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES(1525 MM)MAXIMUM ABOVE THE FINISH 802.2.1.1 LINES OF SIGHT OVER HEADS.WHERE SPECTATORS ARE PROVIDED LINES OF SIGHT OVER THE al 0 SHALL BE PERMITTED AT LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 6 THROUGH 12 YEARS WHERE THE RIM OR COUNTER SURFACE IS 31 INCHES(785 MM)MAXIMUM ABOVE WAL1 (c)WITHOUT SEAT WALL FLOOR OR GROUND SURFLCCEI.,v1ZACSTUERBEBDFFORRO=BOABSIIIR\Igrar==ii-Nir -:ER27igz EXCEPTION:TACTI 1\-NIEFIIIEDLEFZESCPTAACTEDBRLSAELALT:IA=DFXSLTI NREOSWOI IF\I=TO= FE.1131..:Z:,,r Esz,r2RSSF=IRI\BJ (485 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 903.6 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED (d)WITH SEAT(PLAN) WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1112 N) IS APPLIED AT ANY POINT ON THE SEAT, zi V r. z COMPLY WITH 703.4.1. IN THE FIRST ROW IN FRONT OF WHEELCHAIR SPACES. m THE FINISH FLOOR OR GROUND. (PLAN) FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. FL. ,In 5. A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO LAVATORIES AND 803 DRESSING,FITTING,AND LOCKER ROOMS 903.7 WET LOCATIONS.WHERE INSTALLED IN WET LOCATIONS,THE SURFACE OF THE SEAT SHALL BE SLIP 1° L0 , FIGURE 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION ADVISORY 803.1 GENERAL.PARTITIONS AND DOORS SHOULD BE DESIGNED TO ENSURE PEOPLE SINKS USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER. -...., RESISTANT AND SHALL NOT ACCUMULATE WATER. 6. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE 608.6 SHOWER SPRAY UNIT AND WATER.A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES(1500 MM) LONG USING ACCESSIBLE DRESSING AND FITTING ROOMS PRIVACY EQUIVALENT TO THAT AFFORDED OTHER USERS OF THE FACILITY.SECTION 903.5 REQUIRES DRESSING ROOM BENCH SEATS TO BE 904 CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS CLEARANCES. MINIMUM THAT CAN BE USED BOTH AS A F1XED-POSITION SHOWER HEAD AND AS A HAND-HELD SHOWER - ........ AREA OF ii ,t REFUGE 1 '''' INSTALLED SO THAT THEY ARE AT THE SAME HEIGHT AS A TYPICAL WHEELCHAIR SEAT, 17 INCHES 904.1 GENERAL CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS SHALL COMPLY WITH THE \-- i--- n... 7, NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE SHALL BE PROVIDED.THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A (430 MM)TO 19 INCHES(486 MM).HOWEVER,WHEELCHAIR SEATS CAN BE LOWER THAN DRESSING APPLICABLE REQUIREMENTS OF 904. AND TOE CLEARANCE COMPLYING WITH 306. NON-POSITIVE SHUT-OFF,IF AN ADJUSTABLE-HE1GHT SHOWER HEAD ON A VERTICAL.BAR IS USED,THE ROOM BENCHES FOR PEOPLE OF SHORT STATURE OR CHILDREN USING WHEELCHAIRS. 904.2 APPROACH.ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 904 SHALL BE LOCATED 606.3 HEIGHT.LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE ADJACENT TO A WALKING SURFACE COMPLYING WITH 403. BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS.SHOWER SPRAY UNITS 1 803.2 TURNING SPACE.TURNING SPACE COMPLYING WITH 304 SHALL BE PFlOVIDED WITFIIN THE ROOM. RIM OR COUNTER SURFACE 34 INCHES(865 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. SHALL DELIVER WATER THAT IS 120°F(49°C)MAXIMUM. -• - i I el 803.3 DOOR SWING.DOORS SHALL NOT SWING INTO THE ROOM UNLESS A CLEAR FLOOR OR GROUND ADVISORY 904.2 APPROACH.IF A CASH REGISTER IS PROVIDED AT THE SALES OR SERVICE COUNTER, EXCEPTIONS: EXCEPTION:A FIXED SHOWER HEAD LOCATED AT 48 INCHES(1220 MM)MAXIMUM ABOVE THE SPACE COMPLYING WITH 305.3 IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. LOCATE THE ACCESSIBLE COUNTER CLOSE TO THE CASH REGISTER SO THAT A PERSON USING A In 1. A LAVATORY IN A TOILET OR BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY WHEELCHAIR IS VISIBLE TO SALES OR SERVICE PERSONNEL AND TO MINIMIZE THE REACH FOR A SHOWER FINISH FLOOR SHALL BE PERMITTED INSTEAD OF A HAND-HELD SPRAY UNIT IN FACILITIES 803.4 BENCHES.A BENCH COMPLYING WITH 903 SHALL BE PROVIDED WITHIN THE ROOM. 60 MIN ------/ 60"MIN THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE THAT ARE NOT MEDICAL CARE FACILITIES,LONG-TERM CARE FACILITIES,TRANSIENT LODGING * 803.5 COAT HOOKS AND SHELVES.COAT HOOKS PROVIDED WITHIN THE ROOM SHALL BE LOCATED WITHIN •s e / REQUIRED TO COMPLY WITH 606,3. PERSON WITH A DISABILITY. 904.3 CHECK-OUT AISLES.CHECK-OUT AISLES SHALL COMPLY WITH 904.3. • e GUEST ROOMS,OR RESIDENTIAL DWELLING UNITS. FIGURE 703.4.1 HEIGHT OF TACTILE ONE OF THE REACH RANGES SPECIFIED IN 308.SHELVES SHALL BE 40 INCHES(1015 MM)MINIMUM AND (a)ADULT WALL HUNG WATER (h)ADULT FLOOR MOUNTED 2. IN RESIDENTIAL DWELLING UNIT KITCHENS,SINKS THAT ARE ADJUSTABLE TO VARIABLE ADVISORY 608.6 SHOWER SPRAY UNIT AND WATER.ENSURE THAT HAND-HELD SHOWER SPRAY 48 INCHES(1220 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 904.3.1 AISLE.AISLES SHALL COMPLY WITH 403. CHARACTERS ABOVE FINISH FLOOR OR GROUND =11 CLOSET WATER CLOSET AND HEIGHTS,29 INCHES(735 MM) MINIMUM AND 36 INCHES(915 MM) MAXIMUM,SHALL BE UNITS ARE CAPABLE OF DELIVERING WATER PRESSURE SUBSTANTIALLY EQUIVALENT TO FIXED 804 KITCHENS AND KITCHENETTES 904.3.2 COUNTER.THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES(965 MM)MAXIMUM ABOVE THE CHILDREN'S WATER CLOSET PERMITTED WHERE ROUGH-IN PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN SHOWER HEADS. 804.2 CLEARANCE.WHERE A PASS THROUGH KITCHEN IS PROVIDED,CLEARANCES SHALL COMPLY WITH FINISH FLOOR OR GROUND.THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES(51 MM) PIPES FOR SINKS MOUNTED AT THE HEIGHT OF 29 INCHES(735 MM). 608.7 THRESHOLDS.THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH(13 MM) 703.4.2 LOCATION.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED 804.2.1.WHERE A U-SHAPED KITCHEN IS PROVIDED,CLEARANCES SHALL COMPLY WITH 804.2.2. MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE CHECK-OUT COUNTER. FIGURE 604.8.1.1 SIZE OF WHEELCHAIR 606.4 FAUCETS.CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. HAND-OPERATED METERING ALONGSIDE THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS ACCESSIBLE TOILET COMPARTMENT HIGH MAXIMUM IN ACCORDANCE WITH 303.IN TRANSFER TYPE SHOWER COMPARTMENTS,THRESHOLDS EXCEPTION:SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT 411, FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM, 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED,ROUNDED,OR VERTICAL. WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A TACTILE SIGN IS BE REQUIRED TO COMPLY WITH 804.2. 604.8.1.2 DOORS.TOILET COMPARTMENT DOORS,INCLUDING DOOR HARDWARE,SHALL COMPLY WITH 404 606.5 EXPOSED PIPES AND SURFACES.WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND EXCEPTION:A THRESHOLD 2 INCHES(51 MM) HIGH MAXIMUM SHALL BE PERMITTED IN TRANSFER PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF ADVISORY 804.2 CLEARANCE.CLEARANCES ARE MEASUFIED FROM THE FURTHEST PROJECTING g 7 igtitia EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR,CLEARANCE SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT.THERE TYPE SHOWER COMPARTMENTS IN EXISTING FACILITIES WHERE PROVISION OF A 1/2 INCH (13 MM) THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR FACE OF ALL OPPOSING BASE CABINETS,COUNTER TOPS,APPLIANCES,OR WALLS,EXCLUDING BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES(1065 SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS HIGH THRESHOLD WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB. AT THE RIGHT SIDE OF DOUBLE DOORS,SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. HARDWARE. Li___6;,#_____JN MM) MINIMUM. DOORS SHALL BE LOCATED IN TFIE FRONT PARTITION OR IN THE SIDE WALL OR 607 BATHTUBS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 608.8 SHOWER ENCLOSURES.ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 804.2.1 PASS THROUGH KITCHEN.IN PASS THROUGH KITCHENS WHERE COUNTERS,APPLIANCES OR PARTITION FARTHEST FROM THE WATER CLOSET.WHERE LOCATED IN THE FRONT PARTITION,TFIE 608 SHOWER COMPARTMENTS CONTROLS,FAUCETS,AND SHOWER SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO INCHES(455 MM) MINIMUM BY 18 INCHES(455 MM)MINIMUM,CENTERED ON THE TACTILE CHARACTERS, CABINETS ARE ON TVVO OPPOSING SIDES,OR WHERE COUNTERS,APPLIANCES OR CABINETS ARE DOOR OPENING SHALL BE 4 INCHES(100 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST ADVISORY 608.1 GENERAL.SHOWER STALLS THAT ARE 60 INCHES (1525 MM)WIDE AND HAVE SHOWER SEATS. IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPPOSITE A PARALLEL WALL,CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS, g FROM THE WATER CLOSET.WHERE LOCATED IN THE SIDE WALL OR PARTITION,THE DOOR OPENING NO CURB MAY INCREASE THE USABILITY OF A BATHROOM BECAUSE THE SHOWER AREA 609 GRAB BARS OPEN POSITION. APPLIANCES,OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES(1015 MM)MINIMUM.PASS SHALL BE 4 INCHES{100 MM) MAXIMUM FROM THE FRONT PARTITION,THE DOOR SHALL BE PROVIDES ADDITIONAL MANEUVERING SPACE. 609.2 CROSS SECTION.GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 609.2.1 OR 609.2.2. EXCEPTION:SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF THROUGH KITCHENS SHALL HAVE TWO ENTRIES. co' co SELF-CLOSING.A DOOR PULL COMPLYING WITH 404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE 608.2 SIZE AND CLEARANCES FOR SHOWER COMPARTMENTS.SHOWER COMPARTMENTS SHALL HAVE 609.2.1 CIRCULAR CROSS SECTION.GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. DOOR NEAR THE LATCH.TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM SIZES AND CLEARANCES COMPLYING WITH 608.2. OUTSIDE DIAMETER OF 1 1/4 INCHES(32 MM) MINIMUM AND 2 INCHES(51 MM) MAXIMUM. MIniiiiiiinie NEW REQUIRED COMPARTMENT AREA. 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.TRANSFER TYPE SHOWER COMPARTMENTS SHALL 609.2.2 NON-CIRCULAR CROSS SECTION.GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE F4 1 i BE 36 INCHES(915 MM)BY 36 INCHES(915 MM)CLEAR INSIDE DIMENSIONS MEASURED AT THE A CROSS-SECTION DIMENSION OF 2 INCHES(51 MM)MAXIMUM AND A PERIMETER DIMENSION OF 4 I I 1 FIGURE 304.3.2 CHECK-OUT CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 36 INCH (915 MM)WIDE MINIMUM ENTRY ON INCHES(100 MM) MINIMUM AND 4.8 INCHES(120 MM) MAXIMUM. L_t 40 AISLE COUNTERS THE FACE OF THE SHOWER COMPARTMENT.CLEARANCE OF 36 INCHES(915 MM)WIDE MINIMUM BY ALTERNATE I 48 INCHES (1220 MM) LONG MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. 4-4 8 PERIMETER CEmrERED Om DOOR ir MIN TACTIEC S LOCATION l'"\;\ 0 . 36" rt 2"MAX I ____ 904.3.3 CHECK WRITING SURFACES.WHERE PROVIDED,CHECK WRITING SURFACES SHALL COMPLY WITH - 902.3. / BACK 7 ROUGE 703 4 2 LOCATION OS TACTILE SIGNS AT DOORS / 0 i C=DI I 0 0 0 0 rIl o ( o j: I-----1 I i I I 11 I I L.------1 904.4 SALES AND SERVICE COUNTERS.SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH ir_ • / g BACK WALL 1 "'" 1 904.4.1CTARRE XHEEOOPCDSERL jouL JENRR9CLPTEC ITTTTE40101 I I.ROONIN..NIN2ARv v.:EORTI HDNFEHI CDECTA HHULLATECECIEASTCNRRI:EtiFSN:ILI SI NOBOOI BCENOF LRHSRTEE,OHOWSPFEROH(E6NRGExii.ITNR0I I smOOKITTBNUHI N INENEOR)GD2LPFO4MORST:AONMPH I EAGIVELN:I SE tCN Ai Esol Oc:TNI:UININEMNCGOSTUE,FE:INT AROTHCETUCEOORONCN IEPTUODPENSULROTHYNSEANI TNRALETGTLRCHEv v\NOESX ToroHI AT ARPECH LKLNC9:DES0;STTEG.AsH4TI P.EB\A:EOLSPI RETNARMHSLMOI ET T9OVEN:R4DDGE.EDAET4PDHWTTTOOHOHFHLIAA_FAL::Ee THE SALES OR SERVICE COUNTER TOP. Ce i ;,,- 4"MAX (a) (b) SEAT SEAT \ 703.5 VISUAL CHARACTERS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 1-_-_-___...** • ,, 1-s, fl : y WALL =4:--- T,._. - -----' .I. CONTROL V WALL IL1 01 z - 2 WALL n 1 I I CONTROL I 1 1 WALL I -I I i L-) I I I E) m z 2 E, FIGURE 609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION 609.3 SPACING.THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2 INCHES(38 MM).THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2 INCHES(38 MM)MINIMUM.THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES(305 MM) MINIMUM. EXCEPTION:THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS,SHOWER FITTINGS, 703.5.6 HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40 INCHES(1015 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.5.6. 703.5.7 STROKE THICKNESS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 703.6 PICTOGRAMS. PICTOGRAMS SHALL COMPLY WITH 703.6. 703.6.1 PICTOGRAM FIELD.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES (150 MM)MINIMUM. I ..... ..11 319)-7-,_._-• N I I r.., AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2 INCHES(38 MM) MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. I I I _ J •,.. 1r). _ r= •' FIGURE 604.8.1.2 WHEELCHAIR ACCESSIBLE J • 60"MIN 1, -"C. I TOILET COMPARTMENT DOORS 48"MIN „L., ' / \ I I I t Ec/ 604.8.1,3 APPROACH.COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR R1GHT-HAND APPROACH NOTE:INSIDE FINISHED DIMENSIONS NOTE:INSIDE FINISHED DIMENSIONS z 40'MIN I i 1 TO THE WATER CLOSET. MEASURED AT THE CENTER POINTS OF MEASURED AT THE CENTER POINTS OF z _\ 604.8.1.4 TOE CLEARANCE.THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A OPPOSING SIDES OPPOSING SIDES M & MEM., d' ,- 1 r I I I 't,i - COUFNIGTUERR TOE CLEARANCE OF 9 INCHES(230 MM) MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES(150 MM) FIGURE 608.2.1 TRANSFER TYPE FIGURE 608.2.2 STANDARD ROLL-IN --- II' A 'NOT IN FAI Gal;NR EE T804s T.2C.1 OP t_IA SNSTTEHRR OT:PHs K,I AT CPHPELNI AS I I DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION,EXCLUSIVE OF PARTITION SHOWER COMPARTMENT SIZE AND TYPE SHOWER COMPARTMENT - % 1..N., 7%.1 SUPPORT MEMBERS.COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE CLEARANCE OF 12 CLEARANCE SIZE AND CLEARANCE FPIIECLTDOGRAM LII jI INCHES(305 MM) MINIMUM ABOVE THE FINISH FLOOR. FIGURE 703 6 1 PICTOGRAM FIELD EXCEPTION:TOE CLEARANCE AT THE FRONT PARTITION IS NOT REQUIRED IN A COMPARTMENT 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.STANDARD ROLL-IN TYPE SHOWER E 904.4(EXCEPTION)ALTERATION OF SALES LINCOLN CENTER 770033:76..22 SFYINMISBHOLN.D CONTRAST-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS COMPARTMENTS SHALL BE 30 INCHES(760 MM)WIDE MINIMUM BY 60 INCHES(1525 MM) DEEP AND SERVICE COUNTERS GREATER THAN 62 INCHES(1575 MM) DEEP WITH A WALL-HUNG WATER CLOSET OR 65 INCHES MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES AND SHALL CENTER #1006 (1650 MM)DEEP WITH A FLOOR-MOUNTED WATER CLOSET.TOE CLEARANCE AT THE SIDE Ili 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 804Bv v.2E0.T w2R UKE-ASE FiHN E AAAPLSEL DSOH.F,IANT::)UL s-BSI NEFIGA6.0PB.E.AI.NDS.CEK CTS Ho.E.5N. EroN.K iC}LMO I SN EI MD i JO?ii IN.T H R E E C 0 NN TCI GE BU,0OUBS WS AI Di_EL Ss,v vC ILTEHAI NR AKNI TCCEH E N i HAVE A 60 INCHES(1525 MM)WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. 0 0 I------I PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES(1675 MM)WIDE. SHALL COMPLY WITH FIGURE 703.7.2.1. 608.2.2.1 CLEARANCE.A 30 INCH (760 MM)WIDE MINIMUM BY 60 INCH (1525 MM) LONG MINIMUM (a)PROJECTING (b)RECESSED I I 904.4.1 PARALLEL APPROACH.A PORTION OF PTLAHNE Ci IDI UNTER SURFACE THAT IS 36 INCHES(915 MM) LONG TOE CLEARANCE AT THE FRONT PARTITION IS NOT REQUIRED IN A COMPARTMENT FOR OBJECTS OBJECTS 703.7.2.2 INTERNATIONAL SYMBOL OF TTY.THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH I I MINIMUM AND 36 INCHES(915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED.A CLEAR 10260 SW GREENBURG CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. I ' CHILDREN'S USE THAT IS GREATER THAN 65 INCHES(1650 MM) DEEP. FIGURE 703.7.2.2. 0 n I EXCEPTION:A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON ONE 30 INCH (760 MM) FIGURE 609.3 SPACING OF GRAB BARS 703.7.2.3 VOLUME CONTROL TELEPHONES.TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED '-' I FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED FOR A PARALLEL APPROACH 111.111.11 WIDE MINIMUM SIDE OF THE CLEARANCE PROVIDED THAT IT IS NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE CONTROLS OR,WHERE PROVIDED,NOT ON THE SIDE OF THE BY A PICTOGRAM OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES ON A SQUARE FIELD SUCH AS SHOWN IN FIGURE 703.7.2.3 ADJACENT TO THE 36 INCH(915 MM)MINIMUM LENGTH OF COUNTER. EXCEPTION:WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES(915 MM)LONG, ROAD ii--PARTITION tir-PARTITION 0 e$ CLEARANCE ADJACENT TO THE SHOWER SEAT. 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES(915 MM)WIDE AND 60 INCHES (1525 MM)DEEP MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES.A 36 INCH (915 MM) 609.4 POSITION OF GRAB BARS.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,33 INCHES (840 MM)MINIMUM AND 36 INCHES(915 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE,EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE COMPLYING WITH 604.9,GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES(455 MM)MINIMUM 703.7.2.4 ASSISTIVE LISTENING SYSTEMS.ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH FIGURE 703.7.2.4. - .,. 0 a n I i I L____ - i 0 ° 0 THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES(915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR. 904.4.2 POFIWARD APPROACH.A PORTION OF THE COUNTER SURFACE THAT IS 30 INCHES(760 MM)LONG MINIMUM AND 36 INCHES(915 MM)HIGH MAXIMUM SHALL BE PROVIDED.KNEE AND TOE SPACE COMPLYING 4TH FLOOR TIGARD, OR 97223 DEVICES FOR TABLEWARE, DISHWDA 7. z , joil..or i I III I I 904.5.2 TRAY SLIDES.THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES(710 MM)MINIMUM AND 34 INCHES(865 A WITH 306 SHALL BE PROVIDED UN ER RE,TCHOE NCDONU EN NT TE SI 9,.FAOCOL DE AARN DF L B0E:RE ROARGGE Rs OSUHNADL LS CP AO:EP LCY0 WM IPTLHY3I N0G8. • WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OWFATLHL E LONG SIDE OF THE COMPARTMENT. AND 27 INCHES(685 MM)MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING 0 0 i*I NUM I:--1 1 9904W.5 Nese BACK SURFACE.THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY (56 ..•.. I 11 0 0 I 04.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES.SELF-SERVICE SHELVES AND DISPENSING 0 a I TFI-10300D5 SS EH RA vl_ILCBEE L PI NO ES SI T.I CO ON L JE DN TFEORRS AINFOFORWODARSDERAVPIPCREOLAINCEHST SOH TANI CC 00 NIU Nip LT YE RW. z ' ITH 904.5. ANC:. REVISIONS: DATE- L__-6"MIN M WALL WITH 607.4.1.1 OR 607.4.2.1. C4 ;11 I I LITLEHDININTHAENIYIR MFIATTNINNEGRST. FIGURE 703.7.2.1 FIGURE 703.7.2.2 FIGURE 703.7.2.3 FIGURE 703.7 2 4 irk t 6'MIN Et. 61\. r:'MIN cv _ 714 4 .1 io I -au y rs-----1 SIDE I SIDE \ WAL 1----1 - z. co 609.5 SURFACE HAZARDS.GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 660099..67 FINITT67IANLGLAS.7GIORANB.GBRAARBS BSAHRASL LB HN AOLTLRBOET IANTSET AW HAT PROVIDES A GRIPPING il INTERNATIONAL SYMBOL INTERNATIONAL VOLUME CONTROL INTERNATIONAL SYMBOL OF u1II 1 L____ J i MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. OF ACCESSIBILITY SYMBOL FOR TTY TELEPHONE ACCESS FOR HEARING LOSS 904.6 SECURITY GLAZING.WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE A AT) ..-T J-\.. t____J SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR PERSONNEL FROM THE PUBLIC,A METHOD TO FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED. L SPACE. FRONT 1 609.8 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED CT I T TELEPHONE HANDSET DEVICES,IF PROVIDED,SHALL COMPLY WITH 704.3. A ADVISORY 904.6 SECURITY GLAZING.ASSISTEVE LISTENING DEVICES COMPLYING WITH 706 CAN WALL I 36"MIN WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1112 N) IS APPLIED AT ANY POINT ON THE 704 TELEPHONES (a)ELEVATION ADULT (b)ELEVATION CHILDREN (c)PLAN % / A I GRAB BAR,FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. 704.1 GENERAL.PUBLIC TELEPHONES SHALL COMPLY WITH 704. FACILITATE VOICE COMMUNICATION AT COUNTERS OR TELLER WINDOWS WHERE THERE IS SECURITY FIGURE 60411/.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 60"MIN GLAZING WHICH PROMOTES DISTORTION IN AUDIBLE INFORMATION.WHERE ASSISTIVE LISTENING 610 SEATS 704.2 WHEELCHAIR ACCESSIBLE TELEPHONES.WHEELCHAIR ACCESSIBLE TELEPHONES SHALL COMPLY • / / 60'MIN 60'MIN 604.8.1.5 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609.A SIDE-WALL GRAB BAR COMPLYING WITH 610.2 BATHTUB SEATS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS WITH 704.2. -,,/ ,.. _e , t DEVICES ARE INSTALLED, PLACE SIGNS COMPLYING WITH 703.7,2,4 TO IDENTIFY THOSE FACILITIES A Nom:INSIDE FINISHED DIMENSIONS 610.3 SHOWER COMPARTMENT SEATS.WHERE A SEAT IS PROVIDED IN A STANDARD ROLL-IN SHOWER WHICH ARE SO EQUIPPED.OTHER VOICE COMMUNICATION METHODS INCLUDE, BUT ARE NOT LIMITED A 604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. 704.2.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 MEASURED AT THE CENTER POINTS OF TO,GRILLES,SLATS,TALK-THROUGH BAFFLES, INTERCOMS,OR TELEPHONE HANDSET DEVICES. COMPARTMENT,IT SHALL BE A FOLDING TYPE,SHALL BE INSTALLED ON THE SIDE WALL ADJACENT TO SHALL BE PROVIDED.THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE OBSTRUCTED BY BASES, (a) It)) IN ADDITION,A REAR-WALL GRAB BAR COMPLYING WITH 604.5.2 SHALL BE PROVIDED. OPPOSING SIDES 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.AMBULATORY ACCESSIBLE COMPARTMENTS THE CONTROLS,AND SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 INCHES (75 MM)OF ENCLOSURES,OR SEATS. FIGURE 804.2.1 PASS THROUGH KITCHENS A FIGURE 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER THE COMPARTMENT ENTRY.WHERE A SEAT IS PROVIDED IN AN ALTERNATE ROLL-IN TYPE SHOWER ADVISORY 704.2.1 CLEAR FLOOR OR GROUND SPACE.BECAUSE CLEAR FLOOR AND GROUND CHAPTER 10: RECREATION FACILITIES -REFER TO ACCESSIBILITY STANDARDS FOR SHALL COMPLY WITH 604.8.2. COMPARTMENT SIZE AND CLEARANCE 604.8.2.1 SIZE.AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES(1525 COMPARTMENT,IT SHALL BE A FOLDING TYPE,SHALL BE INSTALLED ON THE FRONT WALL OPPOSITE SPACE IS REQUIRED TO BE UNOBSTRUCTED,TELEPHONES,ENCLOSURES AND RELATED 804.3 KITCHEN WORK SURFACE.IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 809,AT DETAILED REQUIREMENTS 608.3 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH MM) MINIMUM AND A WIDTH OF 35 INCHES(890 MM)MINIMUM AND 37 INCHES(940 MM)MAXIMUM. THE BACK WALL,AND SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT WITHIN 3 INCHES(75 TELEPHONE BOOK STORAGE CANNOT ENCROACH ON THE REQUIRED CLEAR FLOOR OR GROUND LEAST ONE 30 INCHES(760 MM)WIDE MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN 608.3.WHERE MULTIPLE GRAB BARS ARE USED,FIEQUIRED HORIZONTAL GRAB BARS SHALL BE MM)OF THE COMPARTMENT ENTRY. IN TRANSFER-TYPE SHOWERS,THE SEAT SHALL EXTEND FROM THE LANDLORD REVIEW ISSUE DATE, 10/05/18 604.8.2.2 DOORS.TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE,SHALL COMPLY WITH SPACE AND MUST COMPLY WITH THE PROVISIONS FOR PROTRUDING OBJECTS. (SEE SECTION WORK SURFACE THAT COMPLIES WITH 804.3. INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. BACK WALL TO A POINT WITHIN 3 INCHES(75 MM)OF THE COMPARTMENT ENTRY.THE TOP OF THE SEAT 404,EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, 307). 804.3.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED TENANT REVIEW ISSUE DATE: 10/05/18 EXCEPTIONS: SHALL BE 17 INCHES(430 MM) MINIMUM AND 19 INCHES(485 MM)MAXIMUM ABOVE THE BATHROOM CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 704.2.1.1 PARALLEL APPROACH.WHERE A PARALLEL APPROACH IS PROVIDED,THE DISTANCE FROM THE FOR A FORWARD APPROACH SHALL BE PROVIDED.THE CLEAR FLOOR OR GROUND SPACE SHALL BE BID ISSUE DATE: 10/05/18 1. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A SHOWER LOCATED IN A BATHING FINISH FLOOR.SEATS SHALL COMPLY WITH 610.3.1 OR 610.3,2. INCHES(1065 MM)MINIMUM.THE DOOR SHALL BE SELF-CLOSING.A DOOR PULL COMPLYING WITH EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES CENTERED ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND TOE CLEARANCE FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE,AND NOT 610.3.1 RECTANGULAR SEATS.THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2 1/2 INCHES(64 MM) PERMIT ISSUE DATE: 10/05/18 404.2,7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.TOILET COMPA1RTMENT (255 MM)MAXIMUM. COMPLYING WITH 306. FOR COMMON USE OR PUBUC USE PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN MAXIMUM AND THE FRONT EDGE 15 INCHES(380 MM) MINIMUM AND 16 INCHES(405 MM)MAXIMUM DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. 704.2.1.2 FORWARD APPROACH.WHERE A FORWARD APPROACH IS PROVIDED,THE DISTANCE FROM THE EXCEPTION:CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED CONSTRUCTION ISSUE DATE: XX/XX/18 WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH FROM THE SEAT WALL.THE SIDE EDGE OF THE SEAT SHALL BE 1 1/2 INCHES{38 MM)MAXIMUM FROM 604.8.2.3 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609.A SIDE-WALL GRAB BAR COMPLYING WITH FRONT EDGE OF A COUNTER WITHIN THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: 608.3. THE ADJACENT WALL. 604.5.1 SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. 2. IN RESIDENTIAL DWELLING UNITS,GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN 15'-16" UNIT SHALL BE 20 INCHES(510 MM) MAXIMUM. (A) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE KITCHEN SHOWERS LOCATED IN BATHING FACILITIES PROVIDED THAT REINFORCEMENT HAS BEEN . re,, - - glile 'r( 111Mr -y::_i, __ __ \ x .N.1 WORK SURFACE; (B) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND (C) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 804.3.2 HEIGHT.THE KITCHEN WORK SURFACE SHALL BE 34 INCHES(865 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MiniMii INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS -. COMPLYING WITH 608.3. Bc : VEXACRIEAPBTLIEOHNE:AIGCHOTBU.N2TBEIRNCTHHAETB I(S73A5DNAJUrvir MAIBNLNEUTNAO APRNODV3I6DEINAcHKIETBCH(9r5 W4RNIKAxSUIMRFutiCBEHAATLL BE 0 608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS.IN TRANSFER TYPE COMPARTMENTS,GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A POINT 18 INCHES(455 MM) FROM THE CONTROL WALL. rig lig SEAT WALL _E, "i' DRAWING TITLE: • b PERMITTED. • .., ,1 BACK 18" COMPAR ENT COMPART ENT 804.3.3 EXPOSED SURFACES.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK ACCESSIBILITY WALL ENTRY ENTRY SURFACE COUNTERS. 2 1/2"MAX 3.5•47' e , 804.4 SINKS.SINKS SHALL COMPLY WITH 606. STANDARDS - B _ r.' r \ (a)RECTANGULAR (b)L-SHAPED FIGURE 610.3.1 FIGURE 704.2.1.1 PARALLEL FIGURE 704.2.1.2 FORWARD APPROACH TO TELEPHONE APPROACH TO TELEPHONE 804.5 STORAGE.AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 811. SEAT CONTROL RECTANGUIAR 804.6 APPLIANCES.WHERE PROVIDED,KITCHEN APPLIANCES SHALL COMPLY WITH 804.6. fg ___________7) ..,- mu_ .,,--- WALL FIGURE 610.3 EXTENT OF SEAT SHOWER SEAT 804.6.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE.CLEAR FLOOR OR GROUND SPACES SHALL BE PERMITTED TO OVERLAP. 804.6.2 OPERABLE PARTS.ALL APPLIANCE CONTROLS SHALL COMPLY WITH 309. DRAWING NUMBER: FIGURE 608.3.1 GRAB BARS FOR EXCEPTIONS: 1111111.11. 1 TRANSFER TYPE SHOWERS 1. APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH FIGURE 604.8.2 AMBULATORY 309.4. ACCESSIBLE TOILET COMPARTMENT 2. BOTTOM-HINGED APPLIANCE DOORS,WHEN IN THE OPEN POSITION,SHALL NOT BE REQUIRED G1 . 1 TO COMPLY WITH 309.3. © 2018 idGROUP, LLC ARCHITECT DEMOLITION NOTES: • REFERENCE SHEET G0.0 FOR APPLICABLE GENERAL NOTES, SPECIFICATIONS �+ AND ALTERNATES. Carry D. McLain • BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE Architect PLAN. NUMBERED NOTATIONS REFERENCE SPECIFIC LOCATIONS ON THE 2641 IRVING BLVD. DRAWINGS. DALLAS, TEXAS 75207 • SPACE WILL BE OCCUPIED DURING ALTERATIONS. CONTRACTOR TO PROVIDE A 972.861.2296 BARRIER AT AREA OF WORK TO CONTROL NOISE AND DUST. • ALL WORK CAUSING UNDESIRABLE NOISE OR ODOR TO BE DONE AFTER HOURS TO PREVENT DISRUPTION OF TENANTS. (DEMOLITION, FRAMING, DRYWALL INSTALLATION, ETC.) • CONTRACTOR TO PROTECT PUBLIC CORRIDOR AND ADJACENT LEASE SPACES AND MATERIALS FROM DUST, DIRT, NOISE AND HARM DURING DEMOLITION. DESIGN CONSULTANT • PATCH AND REPAIR WALLS AND FLOOR WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORK HAS OCCURRED. PREPARE FOR NEW SCHEDULED FINISH. COORDINATE EXTENTS WITH CONSTRUCTION PLAN. • STORE UNUSED MATERIALS FOR POSSIBLE REUSE IN NEW CONSTRUCTION. -111111b- • • STORE BUILDING STANDARD ITEMS (DOORS, FRAMES, HARDWARE, CEILING TILES, LIGHT FIXTURES, ETC.) FOR POSSIBLE REUSE IN NEW CONSTRUCTION. • CONTRACTOR TO DEMOLISH COMPLETELY ALL WALLS, ETC., AS SHOWN BY DASHED LINES, U.O.N. • COORDINATE EXTENT OF DEMOLITION WITH CONSTRUCTION PLAN. i,dv,G.t.RicOLAINUrli P .. • REMOVE ALL DEBRIS FROM SITE FROM AREAS OF NEW CONSTRUCTION. Y v Y ' wir • 2641 IRVING BLVD. II IS II II II • OUTLETS ON WALLS TO BE DEMOLISHED MUST BE REMOVED, INCLUDING DALLAS, TEXAS 75207 SERVICE, BACK TO THEIR RESPECTIVE PANELS SO THAT CIRCUITS CAN BE TEL: 214-638-6800 REUSED. PATCH WALL AND PREPARE FOR NEW FINISH. REMOVE ALL BLANK PLATES IN AREAS OF CONSTRUCTION INCLUDING REMOVAL OF SERVICE BACK TO 1 THEIR RESPECTIVE PANELS. ,/ • EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT • ,/ DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SEAL \ / PRICING AND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH THE r I idGROUP. ® • EXISTING OFFICE SIGNAGE ON DOORS TO REMAIN. SALVAGE ANY AFFECTED AND a1 j I� C RETURN TO CENTER MANAGER FOR POSSIBLE REUSE. A © 16 © 5 16 \ m 1 4 ® 13 • REMOVE ALL EXISTING DOOR STOPS THAT ARE NOT ASSOCIATED WITH EXISTING tt 1®® �� 16 16 DOORS. SALVAGE FOR REUSE IN NEW CONSTRUCTION. ® ® �® _ • • IN AREA OF WORK REMOVE ALL UNUSED ELECTRICAL AND DATA C� DALLAS, TEXAS e ® \\. OUTLETS. PATCH WALL AND PREP FOR NEW FINISH. y • EXISTING FINISHES NOT AFFECTED BY DEMOLITION/NEW CONSTRUCTION TO y ' 15 ( \,- REMAIN THROUGHOUT, U.O.N. 15 15 r • COORDINATE EXTENT OF CEILING DEMOLITION WITH SHEET A2.3. O�" X15 15 15 _ © 16 • COORDINATE EXTENT OF NEW FINISHES WITH SHEETS A2.5 AND A2.6. Ip,j?,I�[�} Thim0°-. . ®m ® 15 15 ® ---•: • COORDINATE ANY FURNITURE REMOVAL REQUIRED FOR DEMOLITION AND 16 15 ��15 111 ®® 14 CONSTRUCTION PRIOR TO START OF WORK. PROJECT NO.: 55 162 '---X-P4 I \ ® , 1111.11..m.11111.7_,... . • REMOVE ARTWORK PRIOR TO PAINTING HALLWAYS AND COORDINATE STORAGE DRAWN BY: AB WITH TENANT. PATCH ALL NAIL HOLES IF AREA IS TD RECEIVE NEW FINISHES. CHECKED BY: MSILLIGH � � � I �- - - . .. . � � KEYNOTES J ® GO HLI- CTII " N / \ / I - _ 1. COORDINATE TEMPORARY RECEPTION DESK LOCATION AS REQUIRED, WITH ® AIR - i i ELEV ELEV CENTER MANAGER AND IT PM PRIOR TO DEMOLITION. PROVIDE REQUIRED - - ELECTRICAL TO KEEP PHONE SYSTEM UP AND RUNNING. (7. NI / N / \ I 0 -- - 15 ,I A LI 1 T b d ® r _ 2. COORDINATE TEMPORARY KITCHEN SET UP WITH CENTER MANAGER PRIOR TO rll� m a_ - _ ... - DEMOLITION. PROVIDE DEDICATED OUTLET FOR COPIER AND WATER LINE FOR CG 11 COFFEE IF REQUIRED. ©�® 16 STAIR 3. REMOVE EXISTING TV AND MOUNTING BRACKET. SALVAGE FOR REUSE IN NEW `� A3.0 CONSTRUCTION. COORDINATE STORAGE WITH CENTER TEAM. COORDINATE 13 4115 Ilm_ �, _ _ _ 144\ /, EXTENT OF DEMOLITION WITH SHEET A2.0. 15 I"( • 4 �� • 4. REMOVE EXISTING FLOORING AND BASE. PREPARE FOR NEW SCHEDULED FINISH. Ili �� 6 © 16 PROVIDE SEPARATE LINE ITEM COST FOR FURNITURE MOVING AS REQUIRED. © I( • � )IIii il ® \i,cDcso� Q ® ® REFERENCE SHEET A2.5 FOR ADDITIONAL INFORMATION. ® 1,-;:s_ 7€_)1,i i 15 5. REMOVE EXISTING LIGHTING THROUGHOUT, U.N.O. PATCH AND REPAIR CEILING 7 1 7 ..17 ' �/ N / 1 flJ GRID AND TILE TO MATCH EXISTING. SHEET A2.3 FOR ADDITIONAL INFORMATION. C� 6. REMOVE EXISTING CEILING TILE THROUGHOUT FRONT OF HOUSE. COORDINATE `� � � ELEV ELEV ® EXTENT OF DEMOLITION WITH SHEETTA A2.3. / \ / \ 7. EXISTING UNDER CABINET LIGHTING O REMAIN. COORDINATE WITH SHEET A2.3. Ilin 8. REMOVE EXISTING SOLID SURFACE COUNTER TOP, BACK AND SIDE SPLASH. r-- --,-- i Jo1 PATCH ANI] REPAIR WALL FOR NEW SCHEDULED FINISH. REFERENCE SHEET �� �� \,_ 7 podo A2.6 FOR ADDITIONAL INFORMATION. / _ _ _ _ ! 9. REMOVE EXISTING SOLID SURFACE COUNTER TOP AND TILE BACKSPLASH. :<1\ /// - 11 L uj 5 ®� PATCH AND REPAIR WALL FOR NEW SCHEDULED FINISH. SALVAGE EXISTING / , ® L p I p E.-_ 13SINK, FAUCET, PLUMBING FIXTURES ND APPLIANCES FOR REUSE IN NEW 15 © CONSTRUCTION. REFERENCE SHEET A2.6 FOR ADDITIONAL INFORMATION. 6 I 10. REMOVE EXISTING SOLID SURFACE COUNTER TOP,VINYL WALLCOVERING AND ® 16 ® �, © >/:/ -- WALL-MOUNTED GLASS. PATCH AND REPAIR WALL FOR NEW SCHEDULED ® ® CO =1/ Q (70FINISH. REFERENCE SHEET A2.6 FOR ADDITIONAL INFORMATION. ® / 30 4;) 11. REMOVE EXISTING WALLCOVERING. PATCH AND REPAIR WALL FOR NEW III 15 \ m 6C-- -1 15 \ SCHEDULED FINISH. REFERENCE SHEET A2.6 FOR ADDITIONAL INFORMATION. 16 GO 0 �® 6 12. REMOVE EXISTING DIRECTORY FOR PAINTINGWORK. SALVAGEFOR'\ L5 © 1B \ ___ © ® REINSTALLATION IN NEW CONSTRUCTION. COORDINATE STORAGE WITH 7 iitgliii0 CENTER TEAM. REFERENCE SHEET A2.0 FOR ADDITIONAL INFORMATION. ,:///)/ ' © 16 ® �*� ® 16 13. RELOCATE HVAC AS REQUIRED FOR NEW LIGHTING LAYOUT. SALVAGE 3). , � ® ® ®®O ® ® ® 111 ® ® DIFFUSERS AND GRILLES FOR REUSE IN NEW CONSTRUCTION. CLEAN TO ® ® ® LIKE NEW CONDITION. REFERENCE SHEET A2.3 AND ENGINEERING DRAWINGSetioN11111r 7 ,,y./ .7 ,/, ,/ j----,,,, ®, \ FOR ADDITIONAL INFORMATION. f / CONSTRUCTION. ,. � //„,,,,/// / � ,j � , / � ,/ 14. SALVAGE EXISTING DOOR HARDWARE FOR REUSE IN NEW CONS UC! - COORDINATE WITH SHEET A2.0. 616 � /2 � � ,. .Q 15. REMOVE EXISTING FILM FROM SIDELITES THROUGHOUT. PREPARE GLASS FOR NEW SCHEDULED FINISH, ,<://7-, /7/ F7/. A/ /// //:// ././ . //:////) //// fd./ / //:////. / f ,�J ✓ ,� 16. REQUIRED.REMOVE ISTING CORNERGUARDS THROUGHOUT, PATCH AND REPAIR WALLS AS po :: W ,, , . � IL „. . EY , „ iv :: . T. WI ' 3 L :: 3 _ 2 i--M 2 3 a DEMOLITION PLAN , ,L 1 SCALE: 1/8" = 1-0' LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TI GAR D, OR 97223 NO. REVISIONS: DATE: / ^\ /\ /\ /\ /\ DEMOLITION LEGEND A SYMBOL DESCRIPTION A • C 7 ."._ - EXISTING CONSTRUCTION TO BE REMOVED . EXISTING CONSTRUCTION TO REMAIN. LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 BID ISSUE DATE 10/05/18 EXISTING DOOR AND FRAME TO REMAIN. PERMIT ISSUE DATE: 10/05/18 d b CONSTRUCTION ISSUE DATE: XX/XX/18 EXISTING DOOR AND FRAME TO BE REMOVED. im D EXISTING ELECTRICAL OUTLET TO BE REMOVED DRAWING TITLE: DEMOLITION PLAN DRAWING NUMBER: Di . 0 © 2018 idGROUP, LLC ARCHITECT GENERAL NOTES: • REFERENCE SHEET G0.0 FOR APPLICABLE GENERAL NOTES, SPECIFICATIONS AND ALTERNATES. • REFERENCE 02/A2.0 FOR TELEPHONE AND ELECTRICAL PLAN. Carry D. McLain • BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE Architect PLAN. NUMBERED NOTATIONS REFERENCE SPECIFIC LOCATIONS ON THE 2641 IRVING BLVD. DRAWINGS. DALLAS, TEXAS 75207 • EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT 972.861.2296 DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING AND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH idGROUP. • SPACE WILL BE OCCUPIED DURING ALTERATIONS. CONTRACTOR TO PROVIDE A BARRIER AT AREA OF WORK-TO CONTROL NOISE AND DUST. ONLY QUIET WORK CAN TAKE PLACE DURING BUSINESS HOURS. • ANY WORK THAT HAS THE POTENTIAL TO DISRUPT NORMAL BUSINESS ACTIVITY DESIGN CONSULTANT MUST BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS. • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION DOCUMENTS. AI • THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT AND COORDINATE WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. • ALL DIMENSIONS TO EXISTING SURFACES ARE TO FACE OF EXISTING FINISH U.O.N. • PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORK idGRou HAS OCCURRED. PREP PARTITION FOR NEW SCHEDULED FINISHES AND TEXTURES. • WALL ANGLES ARE PARALLEL, PERPENDICULAR OR IN 45 DEGREE INCREMENTS TO 2641 IRVING BLVD. II III 111 21 . BUILDING PERIMETER WALL, U.O.N. DALLAS, TEXAS 75207 • VERIFY AVAILABILITY OF MATERIALS TO BE USED FROM BUILDING STOCK WITH TEL: 214-638-6800 BUILDING MANAGER PRIOR TO PURCHASING MATERIALS. • CONSTRUCTION MATERIAL SPECIFICATIONS TO BE ASBESTOS FREE. '� • REFERENCE WALL SECTIONS AND FINISH ALL EXISTING EXTERIOR WALLS SEAL 43:6C) \\4SS.\4S+%\ ACCORDINGLY. / / \. - 6 • ALL MILLWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO THE \, ® O/ � COMMENCEMENT OF WORK./ \ HALLWAYHALL A - HALLWAY • PARTITIONS AND GYPSUM BOARD CEILINGS SHALL BE TAPED, FILLED, SANDED 41, 4 ,`�•� , \\, © - X00 / © WAYIl 400S SMOOTH AND PREPARED FOR SCHEDULED FINISHES. �T -"' HALL HALL C 1 4 `4 '1 • EXISTING WINDOW COVERINGS TO REMAIN. MODIFY AS NECESSARY WHERE rn ®WAY WAY Ty "�ALLWA ® ' CD © ' k► n 400X E AFFECTED BY NEW WALL CONSTRUCTION. NOTIFY IDGROUP OF ANY 0066 400Zi F ® DISCREPANCIES. ® �► o o; CD ' \ DALLAS, TEXAS 0( 0 \ • AS REQUIRED BY LOCAL BUILDING AND FIRE CODES, PROVIDE FIRESAFING ON thy, -_ _ STEEL BUILDING COLUMNS THAT ARE DAMAGED OR MISSING. ~ ' © © © - i • ALL NEW PARTITIONS TO BE WALL TYPE 1X, UNLESS OTHERWISE NOTED. OF 016 K. HALLWAY/' ' ® O HALLWAY O C97 © 400V 1 O • IF HEIGHT OF STUDS SPANS MORE THAN 151-0"CONTRACTOR TO COORDINATE I2J�t i1 I OO HALLWAY ® 9� HALLWAY Q EXACT SIZE, GAUGE,AND SPACING WITH ARCHITECT PRIOR TO ORDERING AND 16° 4p0AA� 0 400Y OFFICE OFFICE flO L. FACD 0 400T • INSTALLATION. MANUFACTURER TO BE DIETRICH OR APPROVED EQUAL. Q 6 CD © 0 7 0� 450 443 i ® ® © -7 • CONTRACTOR IS RESPONSIBLE FOR ANY LEED DOCUMENTATION REQUIRED BY PROJECT NO.: 55-162 \ ‘‘Z) +�CD l •Lr" r �U © BUILDING. COORDINATE WITH idGROUP. DRAWN BY: AB 6 ® / • VERIFY ALL EXISTING SUITE DOOR HARDWARE IS EGRESS ONLY NO THUMB TURN CHECKED BY: MS/LL/GH ® g HARDWARE. REPLACE LOCK SETS AS REQUIRED. COORDINATE ELECTRONIC ® I , STO I _ HALL ® STRIKES AND/OR MAGNETIC LOCK REQUIREMENTS ON SHEET A2.2. COATS f WAY HALL i WAY E I N7 a) / \ / 400 1 - pp ®� • NEW DATA CABLING LINES MUST BE PROPERLY SECURED AND NOT RESTING ON 400CC STAIR \ - - r - 6 CEILING GRID. ELEV LEVO Licip / N. \ ® ® OOI. GC TO INCLUDE ALL LOW VOLTAGE CABLING SCOPE USING REGUS'S REQUIRED i,, VENDORS, REFERENCE SHEET LV2.0.ALL PHONE AND DATA CABLES MUST BE 9 fjp � L "' 0 \\fq SECURELY TAGGED. CONTACT REGUS CONSTRUCTION PROJECT MANAGER OR C7 Y`-' a) cam' REGUS NETWORK INFRASTRUCTURE PROJECT MANAGER IF YOU HAVE ANY HALLWA ¢ ,, ,,� 400DD HALLWAY STAIR _ QUESTIONS. r--, 400FF A3.0 E ELEVATOR LOBBY RE © ® FIRE ALARM PULL/STRINGS AND LIFE SAFETY SYSTEMS SHALL CONFORM TO I.LIH_ 'N Q I I F EPTION • LOCAL, MUNICIPAL AND FIRE PREVENTION CODES. ,A / Q CD CD ! """ - - - - Ce- © . 400Ai 14000 U 0' U O K VERIFY ALL EXISTING OUTLETS FUNCTION AS INTENDED. EHALLWAY REPAIR AS REQUIRED. ' / . ,..' / / HALL I OO 6 WITHIN AREA OF WORK, ©WAY © 1 I 051A2.0 HALLWAY `I 400EE / , - I II EN Q 0 1 I \ 400P �pON MAINTAIN ALL REGUS STANDARD LOW VOLTAGE REQUIREMENTS. COORDINATE 6 7 ' V ID OGc 400H3N I 0 © ® CD © � WITH IDGROUPAS REQUIRED. 1 II I REPLACE NON-WHITE SWITCH DEVICES, SWITCH COVER PLATES AND OUTLETS © ' i 9 THAT ARE EXISTING TO REMAIN WITH WHITE DEVICES AND WHITE COVER PLATES O ,- 1a \ / O HALL I I \EEE ELEV BUSINESS CD WAY LOUNGE CONSTRUCTION NOTES: F 400JJ I 1 I 400E I 1.0_) >GA - \ I CD KEYNOTES: tin1 ® BOARDROOM / , 400GG I , 6 1. PROVIDE AND INSTALL NEW FULL EXTENSION DRAWER GLIDES AT CONDIMENT / I 0 DRAWERS. © I ow: I LJ / ®, 2. PROVIDE 8" DIAMETER POLISHED CUT-OUT IN COUNTER AT TRASH RECEPTACLE. \' / ' ® U ' L -. - ` J © 0 3. PROVIDE 6" DIAMETER POLISHED CUT-OUT IN COUNTER AT FLAVIA. �\� o SERVICPANTRY COMMS n 4, PATCH AND REPAIR WALL WHERE EXISTING TV IS LOCATED. PREPARE FOR NEW J REFRESH 400G VC STUDIO 400E ��- WALL FINISH. OFFICE OFFICE (L 40�F 0 400J HALLWAY 5. PROVIDE AND INSTALL NEW HARDWARE AT EXISTING DOOR FOR CARD KEY ,/ 408 411 1-) - TYP o c::) 1400K f c 6� ACCESS. MAINTAIN EXISTING FIRE RATING, HOLD OPENS,AND CLOSER. III •HALLWAY(), ��1 C> O ® •. MAGNETIC LOCK SET WITH FAIL SAFE 041A6.0 �9 • 1 CARD KEY ACCESS SYSTEM 400KK HALLWAY j-yp/ 9 Q\� �400MM C) 0 • 1 POWER SOURCE7 tlan 1 o © c). o ® ' ©. „o CD1)./(:) o HALL i'Y 7LD.7_ © ® g cg) CD n U HALLWAY // / 6. • TOUCH UP OR REFINISH EXISTING DOORS TO MATCH EXISTING FINISH. 400LL f 00 ®g CDJ ® © © / 7. PROVIDE AND INSTALL NEW VINYL FILM AT EXISTING SIDELITES THROUGHOUT. L ® C� ® ® D1� ® © { U ® ® SPEC: SOLYX SX-1301 CLEAR FROST. REFERENCE ELEVATION 04/A6.0. .,// MI____C6--)' Ica ® U n ® 8. REINSTALL EXISTING DIRECTORY AFTER PAINTING WORK IS COMPLETED. ank‘lir \ 9. CONTRACTOR TO PROVIDE FULL HEIGHT WALLGUARD; DEFENDER SERIES#2340 ALUMINUM CORNER GUARD UNDRILLED (1"WIDE). TO BEGIN FROM FLOOR TO Qr1J / r., BOTTOM OF SCHEDULED CEILING. INSTALL USING MANUFACTURER'S CLEAR :: ADHESIVE. TELEPHONE/ELECTRICAL NOTES: 11.1.1 OKEYNOTES: a M M 10 _ { 1. PROVIDE J- BOX FOR CARD ACCESS SYSTEM. GC TO OBTAIN AND COORDINATE WITH SECURITY VENDOR. �\ CONSTRUCTION PLAN 2. PROVIDE ELECTRICAL SERVICE ABOVE CEILING FOR SECURITY AT DOOR. 3. ENSURE EXISTING DUPLEX AND DATA RECEPTACLES ARE NOT AFFECTED BY O 1 SCALE: 118" - 1' 0" WALL CONSTRUCTION. RELOCATE AS REQUIRED. EXISTING DECK 4. FURNITURE VENDOR TO PROVIDE HERMAN MILLER LOGIC MINI VINE/BYRNE I FIRE SEALANT AT GAPS INTERLINK 1Q FURNITURE POWER FEED MODULE, (1) FOR EACH DESK WHERE AS REQ'D NOTED. GC TO PROVIDE CABLE MANAGEMENT FOR LOW VOLTAGE HARDWIRE _ TO EACH DESK. GC TO ENSURE LOW VOLTAGE VENDOR COMPLETES ir N', / EXISTING DECK I CONNECTIONS AFTER FURNITURE INSTALLATION. \ \ , , _ OP 2112"25 GA. METAL STUD WALL LEGEND LINCOLN CENTER - BRACING @ 4'-0" O.C, / HALLWAY \�_ 45°(ALTERNATE DIRECTIONS) SYMBOL DESCRIPTION XCENTER #1006 400YI OFFICE OFFICE SECURE W/ 1" ER DRIVEN II TO UNDERSIDE OF SSTRUCTURE N 6" 20 GA CONT. SLOTTED CONSTRUCTION.NEW INTERIOR ULL HEIGHT WALL. REFERENCE WALL TYPE FOR 10260 SW GREEN BU RG -,L) . , 450 443 2 METAL SLIPTRACK BY 2' 0" 2`0" O � - 2-1/2"25 GA. METAL STUD �' SLIPTRACK SYSTEMS - • 0/' EXISTING INTERIOR 1 EXTERIOR FULL HEIGHT WALL TO REMAIN. +48" TRACK ASTM C fi45 , --II ROAD CD I CD o I CONSTRUCTION LEGEND 4TH FLOOR �A / IC/ R-8 BATT TYPE KRAFT FACED - in 16"STRAP AT EACH a STO SOUND ATTENUATION VERTICAL STUD.TYP. i EXISTING FIRE WALL TYPE; REFERENCE TI GAR D OR 97223 \ .`f /' N< h COATS '---,,.:2:12 FIBERGLASS , EXTENDED 2'ON FEE H / \ 67EXTINGUISHER X 03&041 A2.4 11 EACH SIDE OF PARTITION. Y R-8 BATT TYPE SOUNDNO. REVISIONS: DATE: STAIR ELEV ELEV 00 PLACE KRAFT SIDE FACING UP. I III III 1 ATTENUATION FIBERGLASS , ,�' � EXTENDED 2'ON EACH SIDE ACCESSIBILITY NOTE'S: � \ ° / d �' + E OF PARTITION. 1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHALL BE ALLOWED. �,. E11 SCHEDULED CEILING - MI I l I I l I I I 2. SLOPES SHALL NOT TO EXCEED 1:20 UNLESS A RAMP IS PROVIDED. /\ W/SOLID STRUTS&BRACING 3. RAMPS SHALL NOT EXCEED 1;12 SLOPE. /\ 7 FROM T BAR TO STRUCTURE 4. CROSS SLOPES SHALL NOT EXCEED 2%. HALLWAY m EVERY 12' 0" �� I "' SCHEDULED CEILING 5. MAXIMUM 1/2"THRESHOLD HEIGHT. n ELECTRICAL & DATA COMM. LEGEND r--� 400FF co A3.0 ELEVATOR E _ 7 Q WISOLID STRUTS & - LOBBY RECEPTION E- -r LuH < BRACING FROM T BAR TO Q "- - - - �` OOAi X400 = STRUCTURE EVERY 12'-0" _ w �'_ - w © /\ II �,' 518"GYPSUM BOARD ON EACH v 518"TYPE"X" GYPSUM SYMBOL DESCRIPTIONA I d / w SIDE ASTM C 36 z BOARD OR TILE BACKER U 10 WALL-MOUNTED DUPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP/ A EN Q WOMEN I � , ' ,� �4 w BOARD w T I - WALL MOUNTED DUPLEX ELECTRICAL OUTLET WITH DOUBLE USB PORTS 400GG lO I400HH I 2-1/2"25 GA. METAL FLOOR J ¢ I /� Lu Ell TY WALL-MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET, 125 VOLT, 15 AMP / o` f% �` " ' TRACK WIPOWDER DRIVEN \ ¢ 6" 20 GA- METAL FLOOR f 34.. _ �_ +3 FASTENER, .145"0, @ 24"O.C. TRACK WI POWDER 03/A6-0 ALIGP7 4 WALL-MOUNTED DATA OUTLET LANDLORD REVIEW ISSUE DATE: 10/05/18 I ; / o p ISSUE DATE: 10/05/18 �' -' BUSINESS -r MAX ASTM C-645 DRIVEN FASTENER, -145"0 o I WALL-MOUNTED VOICE 1 DATA OUTLET TINTENANT REVIEWE 10/05/18 I - I ELEV LOUNGE = 24"O.C. MAX 5'-4' z Z b 51-4"o o ,. @ I / Q o- 6 71/ RECESSED DUPLEX PERMIT ISSUE DATE: 10/05/18 / \ 400E SCHEDULED BASE I 11 , . "�= I ,r" +34" `� �� +34" I S. SCHEDULED BASE • �•°° \ Q o �C COMBINATION FLUSH FLOOR MOUNTED QUAD ELECTRICAL OUTLET RC4ATCBK CONSTRUCTION ISSUE DATE: XXIXX118 I >C3 i FLOOR SLAB FLOOR SU. �. I CAULK ACOUSTICAL SEALANT WIREMOLD, (20 AMP)AND VOICE/DATA OUTLET. FLOOR CORE OUTLETS TO BOARDROOM ALIGN HAVE A MINIMUM OF 4 DATA PORTS. 1400GG TOP & BOTTOM C, I CAT 6 CONNECTION-PROVIDE RING AND STRING PULL. I, -X / 9 \- SECURITY ACCESS CARD READER ASSEMBLY.GC TO I' 2 1/2"x 25 GAhlyvir . METAL STUD @ 24 0.C., U.O.N., PARTITION FROM 6'x 20 GA. METAL STUD @ 24" O.C., U.O.N., PARTITION FROM - R _ _ irti, _ _ _ +_- _ __ / / $E - _�'� I OBTAIN AND COORDINATE WITH SECURITY VENDOR. rii SLAB TO CEILING. BRACE TO DECK. FACE WITH 518" GYPSUM 3X SLAB TO DECK. FACE WITH 5/8"TYPE'X' GYPSUM BOARD. } �g r~ / E E BOARD TO CEILING. FINISH AS SCHEDULED. PROVIDE TILE BACKER BOARD INSIDE RESTROOM FOR TILE I ALIGN ANNOTATION TYPES DRAWING TITLE: 3 - INSTALLATION. PROVIDE SOUND BATT INSULATION. FINISH AS --_ E © E O l 1 2 REFRESH E. SCHEDULED. IIo E e INDICATES EXISTING TO REMAIN CONSTRUCTION AND ! E OFFICES E OFFICE E ,�° BAR �I�r AT WALL TYPE 1 PROVIDE BATT INSULATION WHERE INDICATED D 'D'INDICATES EXISTING TO BE REMOVED E r ' E d f il- DE 400F E _- Fl WITH AN'1X". Imo TELEPHONE/ ELECTRICAL PLAN 1408 I 411 s�� ,../ �/ r I 0 154 INDICATES MOUNTING HEIGHT t s r SUBSCRIPT INDICATES NUMBER OF PORTS DRAWING NUMBER: � HALLWAY N I�S: OUTLET ' IT / �1 O 1. OUTLET DEVICE FINISHES TO BE WHITE, U.O.N. SPACING 400MM ®E C 2. OUTLET COVER PLATE FINISHES TO BE WHITE, U.O.N. AT OFFICE � 3. OUTLETS TO BE MOUNTED AT 1'-6"A.F.F.TO LOCATIONS. WALL TYPE i ENLARGED BOOTHS CENTERLINE OF OUTLET, U.O.N. TYP, U.N.O. TELEPHONE & ELECTRICAL PLAN WALL TYPE 1 � 3 � A2 . 0 02 SCALE: 1/8" = 1'-0" 03 SCALE: 3" = 1'-0" 0-T SCALE: 3" - 1-0" 05‘,..,,.___j SCALE: 114" = 1' © 2018 idGROUP, LLC —++ ARCHITECT REFLECTED CEILING PLAN NOTES: • REFERENCE SHEET G0.0 FOR APPLICABLE GENERAL NOTES, SPECIFICATIONS AND ALTERNATES. Carry arry D. McLain • BULLETED NOTES ARE GENERAL CONDITIONS FOR PLAN. NUMBERED NOTATIONS Architect REFERENCE SPECIFIC LOCATIONS ON THE DRAWINGS. 2641 IRVING BLVD. • SPACE WILL BE OCCUPIED DURING ALTERATIONS. CONTRACTOR TO PROVIDE A DALLAS, TEXAS 75207 BARRIER AT AREA OF WORK-TO CONTROL NOISE AND DUST. ONLY QUIET WORK 972.861.2296 CAN TAKE PLACE DURING BUSINESS HOURS. • REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURAL PLANS AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTH DISCIPLINES. • CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING AND CONSTRUCTION AND NOTIFY idGROUP OF DISCREPANCIES. DESIGN CONSULTANT • NOTIFY idGROUP OF LIGHTING CHANGES OR DISCREPANCIES IN LIGHTING LOCATIONS AND SPECIFICATIONS. PROVIDE AS-BUILT WRITTEN INFORMATION OR AkkiDRAWING WITH CHANGES. • FIRE PROTECTION CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OF FIRE PROTECTION DEVICES, INCLUDING SMOKE DETECTORS, FIRE ALARMS, 1c7000 SPEAKERS, STROBES, ETC. INCLUDE COSTS TO TIE SUCH DEVICES INTO BUILDING PANEL. LIFE SAFETY INSTALLATIONS TO MEET ACCESSIBILITY REQUIREMENTS. • 24-HOUR LIGHT FIXTURES MUST BE ON EMERGENCY CIRCUITS. • ALL APPLICABLE CODES AND REGULATIONS SHALL BE COMPLIED WITH. idGRou • COORDINATE FINAL LOCATIONS OF NEW STROBES WITH idGROUP. p o o B o * v o e n © B R Q n 0 0 0 • CENTER DOWNLIGHTS IN CEILING TILE, U.O.N. 2641 IRVING BLVD. I2,, �,/ fj / f `� •'� �� ,%� /'� / ,r`'� �,f` DALLAS TEXAS VD.f/ / • SPRINKLER HEADS ARE TO BE CENTERED IN CEILING TILES AND NOT ON GRIDTEL. 214 63$ 6800 //AIN ' •�+ LINES. - / / ////:://::: .�' .�'� �° f ,� �� ,� �'`` ,�� f ,/ • RJ=LOCATE ANY HORNS, AND STR08ES AFFECTED BY DEMO AND COMPLY TO /' / 1/ �° ,�/ / / j ''°� / / saq 7 7/ /l �fr ,, �f , ' 7/ CURRENT LIFE SAFETY REQUIREMENTS.„, /.* // / / // . / / . / �':// /'"r , • REPLACE ANY STAINED OR DAMAGED TILES TO MATCH EXISTING. SEAL�` �' / f • REPLACE ANY STAINED OR DAMAGED EXISTING HVAC DfFFUSERS IN AREA OF``� � .� _ //://: �” /OTT(� ..` WORK. GROUP ALIKE ITEMS IN ROOMS WHERE MORE THAN ONE OCCURS. o `�//:/ ; / / / / /1/ gf / / / ` �� a' • RE LAMP QR PROVIDE NEW BALLAST AT ANY EXISTING LIGHT FIXTURES IN ROOMS ¢ WHERE NEW LIGHT FIXTURES ARE USED WITH EXISTING FIXTURES. A/ / / / / / / �.P f d g/MIE. ' f /f 1'/ 400S �3 • FIEFER/=NCE ENGINEERING DRAWINGS FOR EXACT LOCATIONS AND QUANTITY OF ~1� r, �1e,�1�= ME �:: - �., ,�� /7 � 400V� f_L., LI " ,� f ` � ,f f �'':/://c/ ei/ , (�IoEXIT SIGNAGE. � � `�'4 _' /44 / ./ 400 `� 1 _ • RELOCATE ANY EXIT SIGNAGE AFFECTED BY NEW CONSTRUCTION. ANY NEWl\T r CLAIN �1 �!}�. 11 11ET .� ° LOCATIONS ARE TO COMPLY TO CURRENT CODE REQUIREMENTS. ANY NEW SIGNS . �1C�- ■ — , �� GH' _ // REQUIRED ARE TO MATCH EXISTING OR CURRENT BUILDING STANDARDS. '�/ "://: r..r ✓ � '■ ° DALLAS, TEXAS •,� ,� ,. , ` / Q KEYNOTES, �' I I I�o■ f` :' ,f If I r4pOvl I `� C ■ I ' f� r a 1. EXISTING LIGHTS TO REMAIN U.N.O. ENSURE FUNCTIONS AS INTENDED. RELAMP_ 1 _ f � /� / � I I I� 3 AND REBALLAST AS REQUIRED. ENSURE ALL LAMPS IN AREA ARE SAME COLOR ��O�1°TA) ==, i i I ,d' f ` 400T TEMPERATURE PROVIDE NEW AS REQUIRED. jy1�tI1 Kt ■ul ' I err ��i 1 �.,` �,rs / �:��--- � . .�' � � � ,_ / / / r r ° :: -'- - •• • • -- 2. CENTER PENDANT WITHIN BOOTH.://.. / r --- 7 /° PROJECT NO.: 55 162 ' f / -'� �J '' r ,� ,, ,d •Q• • r / / f� '. A :�/ i4 /,,, ,/ ,// 3. RELOCATE HVAC VENT/RETURN AS REQUIRED DUE TO NEW CONSTRUCTION AND DRAWN BY: AB / / / // _ 1 , - --7 ' . f - / ,p' LIGHTING LAYOUT. CHECKED BY: MS/LL/GH r,,,,,,,,,,2,././,,,,,,,/ ,fd /7., 4. PROVIDE LUTRON DIVA DIMMER FOR PENDANT LIGHTS IN RECEPTION AND ,, -• - " � f �� ! pf -. :.'.-. .'.�: '.'.'. .�.� �` fa-- _ BUSINESS LOUNGE. /" :,/ • / ,/' / R Opp p .RA / / - - ,/ // N. N. I.7r ll e' / • 7, „, rt STAIR - ELEV ELEV - - -- .•.....: / - - �� .// /1// /// /' ' /7 / //// / / '' / / ik. 4." / / / ,. //:// ® ® ... . . . . .. . . . . . . . . . .. . .. . .. . .. .�. .'.'- d III �f IIMINININIMI • • • • • • • • • • • / /// t ;`' ...� ;�. . .. .... .. ..; ........- ... ; o.:. .:.:.:.:.... ... . �3 .. 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I■■ c) I i . �� — I :.:'._::.:'::':.:.::.:.:.:: :'::: ::�:'::':�:::'::':':'::' :': :'::':':': 14001/, PI , ., • / ��I I ILLI I I i I f 1.. .. •'•. .'. . . ,,.\ / /2/ /7//////, /e/r/y/ :7,7;,,,,,,r_—,, 4'. .. �'.. ... . . . �� ` r. * 7/ Z/N i�Iflil //://///// / /77 // A/ / / / _, _....m...._ 4/ / // ';////° //y/le / /// \ MOW - ///:/// /-;/, ' / / //:////2/ er/ / /77/3 - Or/\ Cie ///: // / o / . / /////,,,,, ,/,/.///// 1"/ / A / / Ey / / , ' / //// -'' //././A/ /1//////1/// / , / r - / ././ //,, / / / / /1///./ /// / s ,/- ., F Lr u n „ �r u u ;3 u n "fit/ .. r u u n n r LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TIGARD, OR 97223 NO.NOREVISIONS: DATE: REFLECTEDCEILING PLAN n 0 1 J SCALE: 118" = 1' 0" LIGHTING AND CEILING LEGEND A A SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION A • I I I NEW LED DOWNLIGHT EXISTING 2'X 2'CEILING GRID AND TILES TO REMAIN 0 MFR:JUNO LED DOWNLIGHT,SPEC: SP34667-35K-U-27HZ-WH 10t) LIGHT SWITCH (MOUNT @ 48"A.F.F. U.O.N.)COLOR TO BE WHITE, U.O.N. LANDLORD REVIEW ISSUE DATE: 10/05/18 i TENANT REVIEW ISSUE DATE: 10/05/18 BID ISSUE DATE: 10/05/18 CEILING MOUNTED PENDANT FIXTURE EXISTING 2'X 2'CEILING GRID TO REMAIN. PROVIDE NEW CEILING TILES TO MATCH MFR:TECH LIGHTING HUTCH PENDANT, PRODUCT#:700HTCP-25-W-LED, FINISH: LUTRON DIVA DIMMER LIGHT SWITCH (MOUNT @ 48"A.F.F. U.O.N.) COLOR TO BE PERMIT ISSUE DATE: 10/05/18 � • I® EXISTING SPECIFICATION. MATTE WHITE, MOUNTING HEIGHT:5'-6". WHITE, U.O.N. LOWER CASE LETTER INDICATES CIRCUIT. CONSTRUCTION ISSUE DATE: XX/XX/18 -- -- •• REFERENCE ENGINEERING DRAWINGS FOR SPECIFICATION NUMBERS. r� •. CEILING MOUNTED PENDANT FIXTURE : : MFR:TECH LIGHTING GAMBIT CHANDELIER, PRODUCT#:700GMB-C-S-LED, FINISH: ro 3-WAY SWITCH (MOUNT @ 48"A.F.F. U.O.N.) COLOR TO BE WHITE,U.O.N. LOWER :.,: a"".•..,-;•:',:'-- EXISTING 5/8"GYPSUM BOARD CEILING/SOFFIT TO REMAIN SATIN NICKEL. MOUNTING HEIGHT:5'6"A.F.F TO BOTTOM. CASE LETTER INDICATES CIRCUIT ."�'" �' REFERENCE ENGINEERING DRAWINGS FOR SPECIFICATION NUMBERS. NEW 518"GYPSUM BOARD CEILING 1 SOFFIT E EXISTING COVE LIGHT FIXTURE TO REMAIN DRAWING TITLE . • . • . • . REFLECTED 1' CEILING PLAN I NEW 2'X 2'CEILING GRID AND TILE USG SPEC TO MATCH EXISTING. REFERENCE REGUS ACCOUNT NUMBER D0165968 FOR PRICING. — E EXISTING UNDER CABINET LIGHT FIXTURE TO REMAIN $ 1 — — — CEILING HEIGHT ABOVE FINISH FLOOR-U.O.N. V.I.F. DRAWING NUMBER: NEW 2X4 LED LIGHT FIXTURE E NOTE MFR:JUNO ARCHITECTURAL LED 2X4. SPEC:SP33717-3935U-WH3. REFERENCE II I/III III I III I If EXISTING RESTROOM LIGHT FIXTURE TO REMAIN ENGINEERING DRAWINGS FOR SPECIFICATION NUMBERS. 1. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND MECHANICAL GRILLES. ® NEW 2X2 LED LIGHT FIXTURE 2. INDICATES FIXTURE TYPE A MFR:JUNO ARCHITECTURAL LED 2X2. SPEC:SP33718 3935U-WH3. REFERENCE A2 . 3 REFERENCE LIGHTING SCHEDULE 0 b - INDICATES CIRCUITING ENGINEERING DRAWINGS FOR SPECIFICATION NUMBERS. © 2018 idGROUP, LLC ARCHITECT FLOOR FINISH NOTES: • REFERENCE SHEET G0.0 FOR APPLICABLE GENERAL NOTES, SPECIFICATIONS AND ALTERNATES. Carry D. McLain • BULLETED NOTES ARE GENERAL CONDITIONS FOR THE PLAN & NUMBERED Architect NOTES REFERENCE SPECIFIC LOCATIONS ON THE PLANS. 2641 IRVING BLVD. • CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING DALLAS, TEXAS 75207 AND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH idGROUP. 972.861.2296 • CONSTRUCTION TYPES/TECHNIQUES TO MATCH EXISTING CONSTRUCTION. • ALL FLOORING TRANSITIONS SHALL OCCUR AT CENTERLINE OF DOORS, U.O.N. • FLOOR FINISH TRANSITION TO BE IN PARALLEL, PERPENDICULAR, OR 45 DEGREE INCREMENTS TO BUILDING PERIMETER, U.O.N. • GENERAL CONTRACTOR TO SUBMIT ALL FINISH SELECTIONS TO idGROUP FOR DESIGN CONSULTANT SIGNED APPROVAL BEFORE APPLYING ANY FINISHES. idGROUP TO KEEP ONE SET OF APPROVED SAMPLES FOR RECORD. • WOOD FLOORING TO EXTEND FULLY INTO MILLWORK AT ACCESSIBLE SINK AND TRASH RECEPTACLE LOCATIONS. • ALL BASE TO BE'B-1', U.O.N. • ENSURE THAT ALL FLOORING GROUT AT CERAMIC TILE IS SEALED TO AVOID STAINING PER MANUFACTURER'S RECOMMENDATIONS. cll11.11 • ALL FLOORING TO BE PROTECTED IMMEDIATELY FOLLOWING INSTALLATION IN HIGH TRAFFIC AREAS AND/OR IN AREAS STILL IN CONSTRUCTION. THIS i d G Ro u P PROTECTION CAN NOT BE SELF ADHESIVE PLASTIC SHEETS. ■ , . 2111 rii5 ris i _/ u re • ALL FLOORING PROTECTION IS TO BE REMOVED AND ALL FLOORING CLEANED 2641 IRVING BLVD. • 2.1 PRIOR TO TURNOVER TO TENANT. DALLAS, TEXAS 75207 �/ _/ • ALL EXISTING FLOORING AND BASE TO REMAIN TO BE PROTECTED TEL: 214-638-6800 . THROUGHOUT ALL PHASES OF CONSTRUCTION. REPLACE DAMAGED AS I \- REQUIRED. 1 --- �, CO KEYNOTES S 1. ALIGN FLOORING WITH FRONT FACE OF WALL AS SHOWN. EAL \Ay �.■_k� 1ow IN l ��d'\ 2. PROVIDE APPROPRIATE TRANSITION STRIP, AS REQUIRED, FROM NEW FLOORING ` \ 1 \ w��w � TO EXISTING-TO-REMAIN FLOOR FINISH. COORDINATE WITH IDGROUP. ' ,� illi ♦�• HALLWAY HAIL♦ �rwww WA Yr ♦ .� ►r ` 1 r 401)IN \ ? ` 3. START FULL FLOOR TILE AT CORNER. ► HALI. ♦- HALL ♦ \ �` ./..\,,,____) 140011 4. PROVIDE METAL TRANSITION STRIP, SCHLUTER SCHIENE AE100 AT �-+ I - I "'Vyp ,Nqy / ` \ tiALL�.'JAY ♦ / ` CARPET-TO-TILE AND TILE-TO-TILE TRANSITION. ENSURE CARPET THREADS AREli )ce ' - ) . r �- aFT3g' 412 ` 40C' . � \ a TRIMMED CLOSELY TO BASE. LAIN ni ` �\ --'♦ ♦ I �` 5. FLOORINGTRANSITIONRING ANSITIONSITION AT TO MATCH OANGEE OF HALLWAYR OF WALL AS SHOWN. ANGLE OF • DALLAS TEXAS A 6. EXISTING FLOORING AND BASE TO REMAIN, U.N.O. PATCH AS REQUIRED WITH 6 . 4/0/k, . '.# 11.....3--. .. 7WI � `��ss HALLWAY ""'■"'r"�'""� ' CARPET FROM ATTIC STOCK OR DEMOLITION. PROVIDE NEW TO MATCH 2: LL. .,,... / - \ 4001 EXISTING AS REQUIRED. HALLWAYikillb HALLWAY HALLWAY N ♦ 7. MATCH EXISTING CARPET BASE, COLOR, STYLE AND HEIGHT. REPLACE BASE TO 1101111 �` LOGA�A 4 J0� ii)/ N Q0 ^ Imur .,- ♦. NEAREST CORNER WHEN JOINING NEW BASE TO EXISTING BASE. PROVIDE NEW TO ♦ y _ rr...7 �' !� � �� r / �� ,~ /./ MATCH EXISTING AS REQUIRED. ♦ \\?, f ` !I ---�� for �� —2 1.ED f '� f PROJECT NO.: 55 162 \ / ,, f r/ ,;// sf d 8. CARPET TILE RUG TO BE INSTALLED ON SURFACE OF OVERALL FLOOR FINISH. DRAWN BY: AB , to \ \� r (FL-1 3 I ,11� _ ENSURE CARPET IS NOT PERMANENTLY ADHERED OR TRIMMED. CHECKED BY: MS/LL/GH A i.FA up r4•i r - 4.airarammirmimprds - ' ( B-1 s I STO HALL / / ` 17-N. 'l m\ JI COATS \ e \ WP. / _ rMALL 1 ! a ! / I ��! �i)O�C .� rWA` / W(-- F;oz-0, - AY. ELEV EI_EV P .o - i' - r ,A- l[rini1 / V A �z _ FL-13 .� 1___LA / / / / �/ / / -No • Ati:. Li-}.\ \ 111 1 \m. / ,/,' / / ," / / / / ,, / /1 / / / ./ �-iALL4-VAf B 1 4 LODO�D FL-1_ HALLWAY STAT. _ .. I�� r` 4B-1\ 400FF 1 \ A3.0 ELEVATOR Lj I EFL-1 LOBBY RECEPTION J ,„„,...„A • ,N/N\ rwws�HALL MI. - ® t1 I ® I ` ",-1:)'' I1 `4 �B-1\ 400A 400B \40C) C WA`/ HALLWAY � 400 \ FL a 0 I ��` 400P © 4A HALLWAY EN WOMEN 7,-- ( 711 100Gimift 400HHI �p `! 1130,41446. _.-} ��� �= IN AIR , �wi►r Tr —._� �a \` \�� IrPlirHALL �1 w 7 �N � I BUSINESS WAY ELEV ELEV LOUNGE ' I \ P I i� +1 1 7OJ I , ' I \ N. / , ! J400E� I >(7:3 ,:ii x 1A "\. m . � BOARDROOM .iiiirairAmorrairrAimr4, I I� , NsAv \ _OJ 1 il-13( ----_, N„,. 4 5'-0" ir jr,.. .... ... ..m...r..........: - _v. 71 , 4 / ft 1 t UillIl I ---- r - - ( B-1 $ I ♦ ♦ `�7 / / o SERVICEIV `♦ V f / ,� / COMMS =I ♦ N. ♦ © © I ® J q REFRESH I PANTRY N YI U BAR �4 UDIG�` �OL (t\ ?' /4,/ N OFFICEOFFICE � L\� NAL♦ / iI 400E r .4D8 411 d �� , L - - ISI ! ''1 0 ' ' FL-1 ,/ grTA \ ./ 7MALL►!JAY I / \ \ ♦ Ir\ B-1) 40C kR H''ALLW.AY 14 0 o ..rrr rrrr �/ .17,.. tr400yrkill OCD N.... 0 1:113 7 HALLWAY O C� 1O (1 J -6x • �A dAY . �`40OL� /�`� fes" ,I'1` ALIGN ALIGN ,9(2..4 \ • pw� I Irk{II I + A \ 060C111) la____-/ _ii 1 L,/ . . . ___ �� \` I/ . \ �� ----...�-..,..�..,.,._.�� junwri,s \ ' ILL_____, N / I s . . 1=61 1 , II a ' in I PI Pil r L -1- r I 11 r a1111 WI 4.1 ■ LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TIGARD, OR 97223 NO. REVISIONS: DATE: \ FLOORFINISH PLAN A, , A 0 1 SCALE: 1 8" = 1'-0" A A FINISH SCHEDULE FINISH LEGEND A / \ SYMBOL DESCRIPTION (FL-#) MATERIAL MFR. MFR. NO. COLOR DESCRIPTION /\ RECEPTION, ELEVATOR LOBBY, BUSINESS CAFE, REFRESH BAR, ® FINISH SPECIFICATION-REFERENCE SCHEDULE FL-1 TILE CONCEPT KEANU CLASSIC TAN SERVICE PANTRY, HALLWAY 400FF AND 400P: LANDLORD REVIEW ISSUE DATE: 10/05/18 SURFACES SIZE: 18"X36"SEMI-POLISHED.GROUT: MAPEI ULTRACOLOR;#12 MIST. PATTERN: RUNNING BOND FLOOR FINISH TRANSITION TENANT REVIEW ISSUE DATE: 10/05/18 BID ISSUE DATE: 10/05/16 ACCENT RUG AS INDICATED ON PLAN PERMIT ISSUE DATE: 10/05/18 FL-2 CARPET TILE FLOR BOARDWALK KALE INSTALLED ON TOP OF NEW FLOORING-NOT ADHERED TO \ \ DIRECTION OF FLOOR PATTERN FLOOR, PROVIDE NON-SKID BACKING. PATTERN: RANDOM CONSTRUCTION ISSUE DATE: XXIXX/1 B FL-3 TILE AMERICAN ST. GERMAIN CREME SE61 RESTROOMS: UNPOLISHED; SIZE: 12'1X 24"- 1/3 OFFSET © EXISTING TO REMAIN OLEANPATTERN,GROUT: CUSTOM BUILDING PRODUCTS#382 BONE BASE SCHEDULE DRAWING TITLE: CB-#) MATERIAL MFR. MFR. NO. COLOR DESCRIPTION FLOOR FINISH PLAN CONCEPT 6.1X 36"COVE BASE TRIM.GROUT: MAPEI ULTRACOLOR; #12 DRAWING NUMBER. B-1 TILE BASE SURFACES KEANU CLASSIC TAN MIST. MATCH GROUT LINES WITH FLOOR TILE LINES WHERE POSSIBLE. $2 TILE AMERICAN ST.GERMAIN CREME SE61 RESTROOMS: UNPOLISHED; SIZE:6"X 24"-TILE BASE,GROUT: . A25 OLEAN CUSTOM BUILDING PRODUCTS#382 BONE © 2018 idGROUP, LLC ARCHITECT FINISH NOTES: • REFERENCE SHEET G0.0 FOR APPLICABLE GENERAL NOTES AND SPECIFICATIONS. Carry D. McLain • BULLETED NOTES ARE GENERAL CONDITIONS FOR THE PLAN &NUMBERED Architect NOTES REFERENCE SPECIFIC LOCATIONS ON THE PLANS. 2641 IRVING BLVD. • REFERENCE ELEVATIONS FOR FINISHES NOT NOTED ON PLANS. DALLAS, TEXAS 75207 • CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING 972.861.2296 AND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH idGROUP. • CONSTRUCTION TYPES/TECHNIQUES TO MATCH EXISTING CONSTRUCTION. • PATCH AND REPAIR DRYWALL WHERE AFFECTED BY DEMOLITION. PAINT AS REQUIRED CORNER TO CORNER. • GENERAL CONTRACTOR TO SUBMIT ALL FINISH SELECTIONS TO idGROUP FOR DESIGN CONSULTANT SIGNED APPROVAL BEFORE ORDERING OR APPLYING ANY FINISHES. idGROUP TO RETAIN ONE SET OF APPROVED SAMPLES FOR RECORD. • ALL PARTITIONS AND GYPSUM BOARD CEILINGS TO BE TAPED AND SANDED S, !-: - SMOOTH PRIOR TO FINISHING. • PAINTED PARTITIONS TO RECEIVE ONE PRIMER COAT AND TWO FINISH COATS, OR _ AS NEEDED FOR FULL COVERAGE. FINISH TO BE: EGGSHELL. • ALL WALL FINISHES TO BE'PT-1', U.O.N. • ALL GYPSUM BOARD CEILING AND SOFFITS FINISHES TO BE PT-1 FLAT FINISH, U.O.N. i d G Ra U P • REMOVE ARTWORK PRIOR TO PAINTING HALLWAYS AND COORDINATE STORAGE - v r - A I - u . o r 40 WITH TENANT. PATCH ALL NAIL HOLES IF AREA IS TO RECEIVE NEW FINISHES. 2641 IRVING BLVD. / / .f'� ,�'� r� .�r � :////////,/- - �' A ,r ' • FURNITURE TO BE MOVED AS REQUIRED. DALLAS, TEXAS 75207 /f ,! if 1111 �'' `` �' ,/l',/,' ,° ✓' ,,, ;'` �' ,�' ,� /,f ,' < / ,p. f. �,; *, r . /' r' / ' < / ; TEL: 214-63$ 6800 ' , �° . �' / f' `' / ,/ / / } / . / ''' ./ / ' / /''' i /` f/ ,1' / >'� • GC TO ENSURE THAT ALL EXISTING BUILDING ELEMENTS TO REMAIN ARE Ay. ,,, ,d , 1 // / f, IE"� ,/ , ,a " s"� r,� . �T +_" / / �,. �,.>✓� / �A� ,✓ / 6 f f / !' ✓- ;• ,� / f - ,'r` / �' / ,✓ l F / , / /` r ./ s f i �� ,= / ,f`' / a • 1 ; PREPPED AND PAINTED. (i.e. RADIATORS, CONVECTORS, PREVIOUSLY PAINTED %y f ,i= �� �.''r° �¢` '/ :" f ,' d I t '! f 'f !. f !` "� j' '/ f �/ ,�' s' r `� E,° '` p. t `ffr'' .' t " I / ° /' ,_ / ; r -7 SILL LEDGES, DOOR FRAMES, DOORS, AND STRUCTURALELEMENTS). CONTACT +,�, ` i /i / / / ,�/ �,,r" r' + ,,' � if' - r' ,• ,t� {. � ij '� idGROUP IF CLARIFICATION IS NEEDED. r9 / '/' / +P, / / s / ' / f / r / F� / / f / .r SEAL ff r � r /' / ,f` �` f / +� � �' °" 'f/Ai • PROVIDE (1) ONE QUART OF EACH PAINT, CLEARLY LABELED, FOR =" r r/ i, '` \ r,. ��o- {,� f �� / 4E ,,. f° ;,� , °�: ' ' ;` p/ TOUCH-UP. PLACE PAINTS IN STORAGE COORDINATE WITH TENANT. • { r , / f g r f` / \ / � �• ,/ /� ,' ,r / Qt`3 CPT 1 l • ALL PAINT AT SIDE SPLASHES/SIDE WALLS AT RECHARGE BAR TO BE SEMI-GLOSS PT 1 ) /' f �! J HALLWA' FINISH. kt.�` P / ,; HALLW•. HALL p_ ' PT 2 ' / WAY \CPT-1 S • ALL GROUT NEEDS TO BE SEALED PER MANUFACTURES RECOMMENDATIONS. r� \ 4 r�C�r°« HALL f HALL r '� ° f �` S� ) • EXISTING WOOD DOORS TO BE REPAIRED AND TOUCHED UP TO INDUSTRYWAY • " WAY , * ,� , /3. # HALLWAY CPT 1) Q Q� STANDARDIUKE NEW CONDITION. u r LAIN rT`}•00B „,< 400Z r> ./ a' " - 400X _ ("t ,, (PT-3) 4 ,"� CO KEYNOTES • DALLAS, TEXAS s -,i �■ -./ /'J/" '• Q 1. PREPARE EXISTING DOOR FOR NEW SCHEDULED FINISH. PAINT EXISTING DOOR - ' • ,� / b Q �' +' — FRAME AND DOOR,ALL SIDES, PT 6. (s ' s , • A; ' / CPT-1 ) PT 1 HALLWAY4# ' 6 ' 1400VI 2. PROVIDE AND INSTALL NEW SOLID SURFACE COUNTER TOP (SF-i) AND NEW TILE OF��` PT-1JHALLWAY r,_,_1 HALLWAY HALLWAY(PT-1) BACKSPLASH (SF 2) AS SPECIFIED WHERE EXISTING WAS REMOVED. POI Iii 400AAI ` 1400Y OFFICE OFFICE 400T 1 I I 450 443 1 SPT ` 3. PROVIDE AND INSTALL NEW SOLID SURFACE COUNTER TOP AND BACKSPLASH \ s ://1., �' �PT 2 J \ „o •T_3 (SF-1) AS SPECIFIED WHERE EXISTING WAS REMOVED. PROJECT NO.: 55-162 / \/ I� _ , DRAWN BY: AB ✓✓✓ 1 / �_ - CHECKED BY: MSILLIGH � (17-3) PT-3 J U PT 1 .47.________,, �' i'` rili."1" HALL PT 5 STO'HALL r`` '' \ / \ / COATS �_ WAY WAYSTAIR �` ,.'. /ff °� •► 00 I400CCI �� �, ELEV ELEV 1:11f-LL) 0 I } HALLWAY 1 (PT-2J -fp 11 , i ( PT-1 ) 400DD O HALLWAY CPT-1) o STAIR `J i n ® 400FF A3.0 ELEVATOR _ �PT-2� I PT-2 — — �— PT 1 OA YOEPTION ,'N / HALL F► ` 1 WAY I HALLWAY HALLWAY I400EE I I 40pP CPT 1) (PT i 400 ' I 1 1 ANo co ►EN WOMEN / (PT-2 ■ mmi ;I,I�IeT, 0 400HH )/\\ 1 71r ' 1J !�ID— ci- `] __ , ,,, J I xI it r,o -ALL • << ELEV ELEV )03/A6.0 LUBUSINESS-c-,--1 PT-2 WAY PT 2) ` - 6 400,1! I :a(1 I PT-1 } / \ / \ 400E F cI PT-1 ) > I , BOARDROOMin s, , , , ( ll �lGat Ki\lit / ,/ / _. ./ 41:i*: i:.ac� I LWC-1) \ PT-4 lir (PTI ) 3 L — 0 0 OFFICE PT-2 PT-2 /-' o SERVICE PT 1 COMMS 1 A'2 AL— PT-4) REFRESH PANTRY VC STUDIO 400LI , 400G 400,1 Z 4\ /> .1H ..,,f1L, OFFICE 400F O HALLWAY CPT-1 / 408 411 O o.0 4001, ' HALLWAY (PT-1 ) (PT-1 ) CPT-1 (PT-1) \ 400K - / ^ I / PT 1 HALLWAY 400MM O / PT-2 J7 HALLWAY (._DPT- PT-3)jilmm, HALLWAY • 0 CIO 400LL (PT-1 ) 7...\(___, (PT-1 ) 400H \NirmiL). .K.ji) ' QII1J\ r//—(PT5) . . I 3.__) Nr- \\...\.____:7) 1 H / \ otaia)J 11616 Vt 2 I . , W „_ u go u „ 10 __ , ,, P . - , ., IN 010 WALL FINISH PLAN SCALE: 1/8" = 1'-0" LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TIGARD OR 97223 NO. REVISIONS: DATE. NO A A NOTE: PAINT TO BE SHERWIN WILLIAMS, EGGSHELL FINISH.OBTAIN NATIONAL ACCOUNT RICINGBYR FERENCINGREGOPARENTCODES SPECIALTY FINISH SCHEDULE PLASTIC LAMINATE SCHEDULE A PAINT SCHEDULE 3512 FOR ALL MATERIAL PRICING. • A CSF-#) MATERIAL MFR. MFR. NO. COLOR DESCRIPTION (PT-#) MATERIAL MFR. MFR. NO. COLOR REMARKS (PL-#) MATERIAL MFR. MFR. NO. COLOR DESCRIPTION A SF-1 SOLID SURFACE CAESARSTONE 5131 P+H CALCATTA NUVO COUNTERTOPS, THICKNESS LATEXSHERWIN GENERAL COMMON AREA PAINT, EGGSHELL FINISH - 2CM A PT-1 PROMAR 200 WILLIAMS SW 7006 EXTRA WHITE CEILINGS AND SOFFITS- FLAT FINISHA ZERO VOC BACKSPLASH; SIZE: 4"x 12", PL-1 PLASTIC LAMINATE WILSONART D495-60 COFFEE BEAN BOOTH BASE, FINISH: MATTE SF-2 CERAMIC TILE TRINITY SURFACES WEST SHORE WHITE GLOSSY GROUT: MAPEI 00 WHITE, 1/3" LATEX SHERWIN MAX OFFSET PT-2 PROMAR 200 WILLIAMS SW 7044 AMAZING GRAY GENERAL COMMON AREA WALL PAINT, EGGSHELL FINISH ZERO VOC SEAT BACK AT BOOTH. LANDLORD REVIEW ISSUE DATE: 10)05/18 TENANT REVIEW ISSUE DATE: 10/05/18 LATEX SF-3 FABRIC MAHARAM MODE 466337 043 LICHEN REFERENCE ELEVATIONS BID ISSUE DATE: 10/05/18 SHERWIN HALCYON FOR ADDITIONAL PERMIT ISSUE DATE: 10/05/18 PT-3 PROMAR 200 WILLIAMS SW 6213 GREEN ACCENT WALL PAINT, EGGSHELL FINISH INFORMATION PL-2 PLASTIC LAMINATE WILSONART 7965K-12 WALNUT HEIGHTS RESTROOM APRON CONSTRUCTION ISSUE DATE: XX/XX/18 ZERO VOC LATEX SEAT AT BOOTH. REFERENCE SHERWIN PT-4 PROMAR 200 WILLIAMS SW 6179 ARTICHOKE ACCENT WALL PAINT, EGGSHELL FINISH SF-4 FABRIC ULTRAFABRIC BR1SA ORIGINAL 533-4487 SAGE ELEVATIONS FOR ZERO VOC ADDITIONAL INFORMATION WALL COVERING SCHEDULE LATEX BOOTHS; SIZE: 1/4"X 48"W X PT-5 PROMAR 200 SHERWIN SW 6215 ROCKY RIVER ACCENT WALL PAINT, EGGSHELL FINISH LENGTH OF BOOTH NICHE, (WG-#) MATERIAL MFR. MFR. NO. COLOR DESCRIPTION ZERO VOC WILLIAMS BULLETIN BOARD REVERSE HANG, RANDOM DRAWING TITLE: SF-5 CORK WOLF GORDON GOH 10773023 NATURAL MATCH. CUT WITH SHARP PRO INDUSTRIAL KNIFE TO ENSURE CLEAN VINYL WALL FINISH LEGEND WALL FINISH PLAN DOOR FRAME PAINT, SEMI-GLOSS FINISH WATERBASED SHERWIN EDGE. WC 1 COVERING MAHARAM HITCH 399956 005 MOSS BOARDROOM 400GG PT-6 ALKYD WILLIAMS SW 7006 EXTRA WHITE DOOR PAINT, LOW-SHEEN FINISH PRIMER: PROCRYL UNIVERSAL METAL PRIMER B66-310 SERIES URETHANE RESTROOM WALL TILE, SYMBOL DESCRIPTION ENAMEL UNPOLISHED; SIZE 6"X 24", DRAWING NUMBER: SF-6 WALL TILE AMERICAN OLEAN ST. GERMAIN CREME SE61 GROUT: CUSTOM BUILDING CLASSIC BENJAMIN PRODUCTS #382 BONE. CPT-2 ) FINISH SPECIFICATION-REFERENCE SCHEDULE PT-7 MOORE COLORS FEATHER DOWN RESTROOM GENERAL WALL PAINT, SATIN WASHABLE FINISH PATTERN: 1/3 OFFSET 953 MASTER A2 . 6 PT-8 - 10 PALETTE BURNT BARK RESTROOM ACCENT WALL PAINT, SATIN WASHABLE FINISH SF-7 SOLID SURFACE ZODIAQ PAPYRUS RESTROOM COUNTERTOPS, #30YY THICKNESS: 2CM 08/082 © 2018 idGROUP, LLC I- 30"X48, r ARCHITECT 04/A3.1 -1' A16 0 o CarryD. McLain . , IF I. ®_ I I f I 1i• ! _ z _ . 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A14 PT-8 I co / i1 i \\ 0 AP3.1 Z idGROUP V ® Ds -1 Al I A2. 1 \.--I ® IJ ® © U "- . A �J�i 2641 IRVING BLVD. 3X y CZ1 . 3� m A11OKI CA3m ' DALLAS, TEXAS 75207 -1 _, _, =� . . . . . . . . . . . . . . . . . . . . . . . . . . . A17A17 I TEL: 214-638-6800 r .� 3X ¢1 _ r� i 13X ¢ ®. . .. . . . . . . . I I I I I rri ..1 DEMOLITION PLAN r-ri, CONSTRUCTION PLAN REFLECTED CEILING PLAID r FINISH & FIXTURE PLAN S EAL V 1 J SCALE: 114" = l'-0" V7) SCALE: 1/4" = 11-0" 0 SCALE: 114" = i' 0" 4 SCALE: 114" = 1'-0" GENERAL NOTES: CONSTRUCTION NOTES: REFLECTED CEILING PLAN NOTES: FINISH/FIXTURE NOTES: ,� 0 ��, 1\ \ I LAIN rri • REFERENCE SHEET G0.0 FOR APPLICABLE NOTES, SPECIFICATIONS AND ALTERNATES. • PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORK HAS OCCURRED. PREP • FIRE ALARM PULL/STRINGS AND LIFE SAFETY SYSTEMS SHALL CONFORM TO LOCAL, MUNICIPAL AND FIRE • CONSTRUCTION TYPES/TECHNIQUES TO MATCH EXISTING CONSTRUCTION. a 1116 (-)• BULLETED NOTES ARE GENERAL CONDITIONS REQUIRED FOR THE PLAN. NUMBERED NOTATIONS PARTITION FOR NEW SCHEDULED FINISHES AND TEXTURES. PREVENTION CODES. • GENERAL CONTRACTOR TO SUBMIT ALL FINISH SELECTIONS TO idGROUP AND LANDLORDFOR SIGNED •A H REFERENCE SPECIFIC LOCATIONS ON THE DRAWINGS. • WALL ANGLES ARE PARALLEL, PERPENDICULAR OR IN 45 DEGREE INCREMENTS TO BUILDING PERIMETER • PROVIDE AND INSTALL AUDIONISUAL ALARM UNIT(S) IF REQUIRED BY CODE. APPROVAL BEFORE ORDERING OR APPLYING ANY FINISHES. idGROUP TO RETAIN ONE SET OF APPROVEDDALLAS, TEXAS • WALL, U.O.N. SAMPLES FOR RECORD. U•11 • CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING AND • NOTIFY idGROUP OF LIGHTING CHANGES OR DISCREPANCIES IN LIGHTING LOCATIONS AND CONSTRUCTION. COORDINATE ANY DISCREPANCIES WITH idGROUP. • VERIFY AVAILABILITY OF MATERIALS TO BE USED FROM BUILDING STOCK WITH BUILDING MANAGER SPECIFICATIONS. PROVIDE AS-BUILT WRITTEN INFORMATION OR DRAWING WITH CHANGES. • ALL PARTITIONS AND GYPSUM BOARD CEILINGS TO BE TAPED AND SANDED SMOOTH PRIOR TOOK PRIOR TO PURCHASING MATERIALS. FINISHING. • EXISTING CONDITION INFORMATION HAS BEEN BASED ON AS-BUILT DRAWINGS. CONTRACTOR TO FIELD • FIRE PROTECTION CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OF FIRE PROTECTION 3 VERIFY ALL EXISTING CONDITIONS PRIOR TO PRICING AND CONSTRUCTION. COORDINATE ANY • CONSTRUCTION MATERIAL SPECIFICATIONS TO BE ASBESTOS FREE. DEVICES, INCLUDING SMOKE DETECTORS, FIRE ALARMS, SPEAKERS, STROBES, ETC. INCLUDE COSTS TO • PAINT TO BE SHERWIN WILLIAMS, SEM!-GLOSS FINISH, U.O.N. 12-11 !11 DISCREPANCIES WITH idGROUP. • PROVIDE DOUBLE METAL STUDS AND BRACING TO UNDERSIDE OF STRUCTURE AT ALL DOOR FRAMES. TIE SUCH DEVICES INTO BUILDING PANEL. LIFE SAFETY INSTALLATIONS TO MEET ACCESSIBILITY • PAINTED PARTITIONS TO RECEIVE ONE PRIMER COAT AND TWO FINISH COATS. REQUIREMENTS. • ANY WORK THAT HAS THE POTENTIAL TO DISRUPT NORMAL BUSINESS ACTIVITY MUST BE • LOCATE DOOR OPENING 4"AWAY FROM ADJACENT CORNER, U.O.N. ALL DOORS TO OPEN TO A MINIMUM • PROVIDE (1) ONE QUART OF EACH PAINT, CLEARLY LABELED, FOR TOUCH-UP. PLACE PAINTS IN PROJECT NO.: 55 162 PERFORMED OUTSIDE NORMAL BUSINESS HOURS. OF 90 DEGREES. MAINTAIN 1'-6" CLEAR ON PULL SIDE OF DOOR AND 1'-0" ON PUSH SIDE OF DOOR. • 24-HOUR LIGHT FIXTURES MUST BE ON EMERGENCY CIRCUITS. STORAGE COORDINATE WITH TENANT. DRAWN BY: AB • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION • REWORK SPRINKLER HEADS AS REQUIRED. EXACT SPRINKLER LOCATIONS SHALL BE DETERMINED BY A CHECKED BY: MS/LL/GH • PARTITIONS AND GYPSUM BOARD CEILINGS SHALL BE TAPED, FILLED, SANDED SMOOTH AND STATE LICENSED SPRINKLER CONTRACTOR TO COMPLY WITH LOCAL BUILDING AND FIRE CODES. • INSTALL ALL FINISH MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DOCUMENTS. PREPARED FOR SCHEDULED FINISHES. MATCH EXISTING TEXTURE. • THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS AND • CONTRACTOR TO REVISE EXISTING SPRINKLER LAYOUT TO CONFORM TO NEPA • FLOOR FINISH TRANSITION TO BE IN PARALLEL, PERPENDICULAR, OR 45 DEGREE INCREMENTS TO CHARACTERISTICS OF ALL WORK AND EQUIPMENT AND COORDINATE WITH THE MANUFACTURER OR • IF HEIGHT OF STUDS SPANS MORE THAN 15-0' CONTRACTOR •TO COORDINATE EXACT SIZE, GAUGE,AND • RELOCATE ANY THERMOSTATS, HORNS, AND STROBES AFFECTED BY DEMO AND COMPLY TO CURRENT BUILDING PERIMETER, U.Q.N. SPACING WITH ARCHITECT PRIOR TO ORDERING AND INSTALLATION, MANUFACTURER TO BE DIETRICH SUPPLIER PRIOR TO THE START OF RELATED WORK. OR APPROVED EQUAL. LIFE SAFETY REQUIREMENTS. • ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES. PREPARE AND LEVEL FLOOR TO RECEIVE SCHEDULED FINISH. • CONTRACTOR IS RESPONSIBLE FOR ANY LEED DOCUMENTATION REQUIRED BY BUILDING. COORDINATE SMUDGES. PLASTIC AND LABELS SHALL BE REMOVED FROM ALL LIGHT FIXTURES AT PROJECT • ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MINIMUM AFF. • ALL APPLICABLE CODES AND REGULATIONS SHALL BE COMPLIED WITH. WITH idGROUP. COMPLETION. ALL LAMPS AND FIXTURES SHALL MATCH IN STYLE, COLOR AND WATTAGE. • ALL CONSTRUCTION MATERIALS TO BE ASBESTOS FREE. idGROUP SHALL HAVE NO RESPONSIBILITY FOR • COORDINATE PLUMBING AND ACCESSORY SPECS WITH ACCESSORY SCHEDULE. • P-TRAP INSULATION COLOR TO BE WHITE, U.O.N. • VERIFY EXISTING HVAC SYSTEM HAS THE CAPACITY TO MEET THE NEEDS OF THE TENANT. SUPPLEMENT THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE TO HAZARDOUS • ALL PLUMBING FIXTURES TO BE WHITE, U.O.N. • CONTRACTOR TO VERIFY AND ENSURE ALL DIMENSIONS, CLEARANCES, AND FIXTURES ARE INSTALLED AS REQUIRED. MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS PRODUCTS, PROPERLY TO MEET ALL ADA REQUIREMENTS. IF THERE ARE ANY DISCREPANCIES OR ERRORS IN THESE • ALL FAUCETS ARE TO BE POLISHED CHROME FINISH, U.O.N. POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC SUBSTANCES. DRAWINGS, GENERAL CONTRACTOR f5 TO INFORM IDGROUP IMMEDIATELY FOR CLARIFICATION AND • BALANCE AIR DISTRIBUTION SYSTEMS. G.C.TO SUBMIT A REPORT FROM A QUALIFIED BALANCING • RETURN REUSABLE MATERIALS TO BUILDING STOCK.VERIFY ACCEPTABILITY OF MATERIALS WITH RESOLUTION. SERVICE UPON COMPLETION OF CONSTRUCTION. • VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES • REPLACE DAMAGED OR MISSING ESCUTCHEONS THROUGHOUT AREA OF WORK AS NEEDED. WITH ROOM CONDITIONS. FURR OUT EXISTING PARTITIONS AS NECESSARY TO ACCOMMODATE BUILDING MANAGER. • •GC IS RESPONSIBLE FOR ELECTRICAL CIRCUITING, WIRING SIZES, CONDUIT SIZES,AND LOCATIONS. SPECIFIED ACCESSORIES. • ACCESSIBLE RESTROOMS TO COMPLY WITH BUILDING CODE. • JUNCTION BOXES SHALL BE FURNISHED AND INSTALLED TO AVOID EXCESSIVE RUNS AND •BENDS. • REFERENCE ENGINEERING DRAWINGS FOR STROBES, EXIT LIGHTS, ALARMS, SPEAKERS, ETC. • ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250 LBS PER ANSI 609.8. • ALL DIMENSIONS NOTED ON PLANS ARE TO MEET ACCESSIBILITY REQUIREMENTS. IF EXISTING • CONTRACTOR TO COORDINATE CODE REQUIRED AND BUILDING STANDARD SIGNAGE AT ADA RESTROOM. • ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. REFER LOCATIONS VARY, NOTIFY IDGROUP. SIGNAGE TO BE PROVIDED AND INSTALLED BY TENANT. TO ENGINEERING DRAWINGS AND LIFE SAFETY DRAWINGS FOR COMPLETE LIGHTING DESIGN. CO FINISH KEYNOTES: • CONTRACTOR TO COORDINATE PLANS WITH ENGINEER DRAWINGS. • GC TO CONFIRM WALL THICKNESS REQUIRED FOR ACCESSORIES PRIOR. NOTIFY idGROUP OF • LIGHT SWITCHES ARE EXISTING TO REMAIN. F1. ENSURE SATIN PAINT MEETS IMPERVIOUS SURFACE CODE REQUIREMENTS. CONTACT idGROUP WITH ACCESSIBILITY STANDARDS DISCREPANCIES. • HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS WITHIN AREA OF WORK PRIOR TO ANY DISCREPANCIES. COMPLETION OF PROJECT. F2. PROVIDE METAL TRANSITION STRIP AT DOORWAY TRANSITIONS AS REQUIRED. SPEC: SCHLUTER H DEMOLITION NOTES:Q CONSTRUCTION KEYNOTES' • • SUSPENDED CEILING SYSTEM TO BE ENGINEERED AS REQUIRED PER STRUCTURAL CLASSIFICATION. SCHIENE AE100. C1. PROVIDE AND INSTALL NEW WALL-MOUNTED TOILET OR URINAL AND FLUSH VALVE AS SPECIFIED. • ADD COMPRESSION STRUTS AT CENTER OF SPLAY WIRES WHERE GRID IS REPLACED,ALTERED, RAISED F3. CONTRACTOR TO USE ALL BUILDING STANDARD WATER PROOFING METHODS. VERIFY WITH BUILDINGtill) • CONTRACTOR SHALL REMOVE SERVICES SUCH AS WATER, WASTE AND VENT PIPING SERVING FIXTURES REFERENCE ACCESSORY MOUNTING SCHEDULE FOR SPECIFICATION. MANAGER. LOCATION OF TACTILE SIGNS AT DOORS HEIGHT OF TACTILE CHARACTERS AND OR CONNECTIONS TO EQUIPMENT WHICH ARE SHOWN ON THE DRAWINGS TO BE REMOVED OR OR LOWERED. ABOVE FINISH FLOOR OR GROUND RELOCATED. PERMANENTLY SEAL AND CAP ABANDONED SERVICE NEXT TO MAIN SERVICE LINES ABOVE C2. PROVIDE AND INSTALL NEW TOILET PARTITIONS. REFERENCE ACCESSORY MOUNTING SCHEDULE FOR RCP KEYNOTES: F4. START FULL FLOOR TILE AT CORNER. REFERENCE 01/A3.1 FOR FULL FLOOR PATTERN PLAN. CEILINGS, IN WALLS, OR BELOW FLOORS. INVENTORY ALL FIXTURES FOR RE USE. SPECIFICATION. 1 F5. WALL TILE TO TERMINATE 1" PAST NEW TOILET PARTITION. • DRAWINGS SHOW KNOWN EXISTING SERVICES IN REASONABLE PROXIMITY. CONTRACTOR SHALL FIELD C3. PROVIDE AND INSTALL NEW LAVATORY AND FAUCET AS SPECIFIED. REFERENCE ACCESSORY R1. RELOCATE HVAC VENT!RETURNS AS REQUIRED. REFERENCE MECHANICAL DRAWINGS. F6. PROVIDE ACCENT PAINT, PT-8,ABOVE TILE INSTALLATION. REFERENCE ELEVATION. i i ca VERIFY EXACT LOCATIONS AND NOTIFY idGROUP IMMEDIATELY OF ANY DISCREPANCIES BEFORE MOUNTING SCHEDULE FOR SPECIFICATION. R2. EXTEND EXISTING CEILING GRID WHERE WALL HAS BEEN REMOVED. MATCH EXISTING SPECIFICATION. L-- _` COMMENCING WORK. C4. PROVIDE AND INSTALL NEW SOLID SURFACE COUNTERTOP, 4" SIDE AND BACKSPLASH, SINK, AND CENTERED • EXISTING FIXTURES, EQUIPMENT, SERVICES AND CONNECTIONS WHICH ARE DAMAGED DURING FAUCETS. REFERENCE FINISH SCHEDULES FOR ADDITIONAL DETAILS. _CL\ ON TACTILE • CONSTRUCTION SHALL BE REWORKED OR REPLACED AS REQUIRED TO PROVIDE ORIGINAL OPERATION. C5. REINSTALL EXISTING BATHROOM ACCESSORIES SALVAGED FROM DEMOLITION. REFERENCE 18" MIN CHARACTERS • PENETRATIONS THROUGH EXISTING PARTITIONS AND FLOORS SHALL BE SLEEVED AND SEALED TO ACCESSORY MOUNTING SCHEDULE AND FIXTURE PLAN. PROVIDE BACKING AS REQUIRED. MAINTAIN INTEGRITY OF EXISTING PARTITIONS AND FLOOR RATING. C6. IN ACCESSIBLE STALL, CONTRACTOR TO PROVIDE THE FOLLOWING (REFERENCE ACCESSORY • CONTRACTOR SHALL COORDINATE THE INTERRUPTION OF EXISTING SERVICES WITH THE OWNER, MOUNTING SCHEDULE): 71340111 PRIOR TO CONSTRUCTION. • INSTALL NEW ADA COMPLIANT TOILET AND FLUSH VALVE. Q DEMOLITION KEYNOTES: • FLUSH VALVE TO BE INSTALLED TO FACE"WIDE" SIDE OF STALL. FLOOR SCHEDULE BRAILLE MEASUREMENT • REINSTALL ALL EXISTING ACCESSORIES SALVAGED FROM DEMOLITION. REFERENCE ACCESSORY DISTANCE BETWEEN D1. REMOVE EXISTING TOILET OR URINAL AND FLUSH VALVE. COORDINATE DISPOSAL WITH BUILDING MOUNTING SCHEDULE. (FL-#) MATERIAL MFR. MFR. NO. COLOR REMARKS DISTANCE BETWEEN DOTS IN THE SAME MANAGEMENT. • INSTALL NEW 3'-0" LONG GRAB BAR AT BACK WALL. REFERENCE MOUNTING SCHEDULE. BAR CORRESPONDING DOTS CELL I'RARY' GLE AMERICAN ST. UNPOLISHED; SIZE: 12"X 24"- 1/3 OFFSET PATTERNeigo‘111. ' IN ADJACENT CELLS D2. REMOVE EXISTING TOILET STALL PARTITIONS. COORDINATE DISPOSAL WITH BUILDING MANAGEMENT, SHALL SUPPORT 250 POUNDS OF FORCE IN ALL DIRECTIONS. FL 3 TILE OLEAN GERMAIN CREME SE61 GROUT: CUSTOM BUILDING PRODUCTS#382 BONE r_ 5 BRAISINLLE PREPARE WALLS FOR NEWLY SCHEDULED FINISH. • INSTALL NEW 3'-6" HORIZONTAL GRAB BAR AND 16"VERTICAL GRAB BAR AT SIDE WALL. DISTANCE BETWEEN o • • o 1. O 1 CELL REFERENCE MOUNTING SCHEDULE. BAR SHALL SUPPORT 250 POUNDS OF FORCE IN ALL BASE SCHEDULE - v DOTS IN THE SAME O •• O •• I O •• BLANK CELL SPACE '4411 D3. REMOVE AND SALVAGE EXISTING TOILET ACCESSORIES FOR RE-USE IN NEW CONSTRUCTION,TYP. DIRECTIONS. is. CELL \• o o o `o °I BETWEEN WORDS D4. REMOVE EXISTING GRAB BARS. COORDINATE DISPOSAL WITH BUILDING MANAGEMENT. PREPARE • PROVIDE NEW 3'-0" DOOR WITH LATCH "U"SHAPED PULL, AND ADA HARDWARE. MOUNT COAT LIGHTING AND CEILING LEGEND CFL-#) MATERIAL MFR. MFR. NO. COLOR REMARKS I [1I IN DISTANCE _ RAISED DOTla= WALLS FOR NEWLY SCHEDULED FINISH. HOOK AT 4`-0"AFF., CENTERED ON INSIDE OF STALL DOOR. N BETWEEN • 0 10 o I •O SYMBOL DESCRIPTIONAMERICAN ST. UNPOLISHED; 6"X 24"TILE BASE CORRESPONDING • • l o o; • • - BASE D5. REMOVE EXISTING WALL TILE THROUGHOUT. TAKE CARE NOT TO DAMAGE WALLS AND SURROUNDING C7. PROVIDE AND INSTALL NEW ADA COMPLIANT URINAL. B-2 TILE OLEAN GERMAIN CREME SE61 GROUT:CUSTOM BUILDING PRODUCTS#382 BONE HEIGHT OF RAISED DOTS FROM ONE \• 0 loci 00 DIAMETER FINISHES. PATCH AND REPAIR WALLS AS REQUIRED FOR NEW SCHEDULED FINISH. CHARACTERS CELL DIRECTLY C8.TOUCH UP OR REFINISH EXISTING DOORS TO MATCH EXISTING FINISH. • NO RAISED 111=.11 EXISTING 2'X 2 CEILING GRID AND TILES TO REMAIN PAINT SCHEDULE BELOW D6. REMOVE EXISTING FLOOR TILE, CARPET AND BASE. PATCH AND REPAIR FLOOR AS REQUIRED FOR C9. PROVIDE AND INSTALL COAT HOOK AS SPECIFIED. REFERENCE ACCESSORY MOUNTING SCHEDULE • __ DOT NEWLY SCHEDULED FINISH. FOR MOUNTING HEIGHT. D7. REMOVE EXISTING COUNTERTOP,APRON SINK AND FAUCET. COORDINATE DISPOSAL WITH BUILDING CPT-#) MATERIAL MFR. MFR. NO. COLOR REMARKS I::.: :::: :: :: t1. .:•:,:,:kNEW 2'X 2'CEILING GRID AND TILE USG SPEC TO MATCH EXISTING. MANAGEMENT. REFERENCE REGUS ACCOUNT NUMBER D0165968 FOR PRICING. PT 7 PAINT BENJAMIN CLASSIC FEATHER RESTROOM GENERAL WALL PAINT, D8. EXISTING MIRROR TO REMAIN/BE REUSED IN NEW CONSTRUCTION. COORDINATE EXTENTS WITH .:-::-:: ::.:•:::::•.;;:• MOORE COLORS 953 DOWN SATIN WASHABLE FINISH ELEVATIONS ON A3.1. MASTER RESTROOM ACCENT WALL PAINT, NEW 2X4 LED LIGHT FIXTURE PT-8 PAINT ICI PALETTE BURNT BARK PICTOGRAM FIELD D9. EXISTING TRASH/PAPER TOWEL DISPENSER TO REMAIN. PROTECT AS NECESSARY DURING - I I MFR: JUNO ARCHITECTURAL LED 2X4.SPEC:SP33717-3935U-WH3.REFERENCE #30YY 08/082 SATIN WASHABLE FINISH DEMOLITION. WALL LEGEND ENGINEERING DRAWINGS FOR SPECIFICATION NUMBERS. • D10. REMOVE EXISTING FULL LENGTH MIRROR. COORDINATE DISPOSAL WITH BUILDING MANAGEMENT. E SPECIALTY FINISH SCHEDULE ! PATCH AND REPAIR WALL AS REQUIRED. SYMBOL DESCRIPTION 111111111111111111 EXISTING RESTROOM LIGHT FIXTURE TO REMAINLINCOLN CENTER 5F # MATERIAL MFR. MFR. NO. COLOR REMARKS D11. REMOVE EXISTING SANITARY NAPKIN DISPENSER. COORDINATE DISPOSAL WITH BUILDING NEW INTERIOR FULL HEIGHT WALL. REFERENCE WALL TYPE FOR11 MANAGEMENT. PATCH AND REPAIR WALL AS REQUIRED. CONSTRUCTION. CENTER #1006 SF-6 WALL TILE AMERICAN ST. CREME SE61 UNPOLISHED;6"X 24"WALL TILE-113 OFFSET PATTERN D12. REMOVE EXISTING DRINKING FOUNTAIN. COORDINATE DISPOSAL WITH BUILDING MANAGEMENT. EXISTING INTERIOR/EXTERIOR FULL HEIGHT WALL TO REMAIN. OLEAN GERMAIN GROUT: CUSTOM BUILDING PRODUCTS#382 BONE D13. REMOVE EXISTING DOOR AND FRAME. TAKE CARE NOT TO DAMAGE WALLS. M E 10260 SW GREEN BU R G Ho E EXISTING WALL-MOUNTED DUPLEX ELECTRICAL OUTLET TO REMAIN D14. REMOVE EXISTING LIGHTS WHERE APPLICABLE. COORDINATE NEW AND EXISTING LIGHTING WITH , „ SF-7 SURFACE ZODIAC/ PAPYRUS - RESTROOM COUNTERTOP;THICKNESS:2CM � ••� \ NOT IN ROAD 03/A3.0. © WALL TYPE $ 1 1 PICTOGRAM CEILING HEIGHT ABOVE FINISH FLOOR U.O.N. FIELD 4TH FLOOR ACCESSIBILITY NOTES: V.I.F. DEMOLITION LEGEND PLASTIC LAMINATE SCHEDULE TIGARD, OR 97223 1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHALL BE ALLOWED. SYMBOL DESCRIPTION 2. SLOPES SHALL NOT TO EXCEED 1:20 UNLESS A RAMP IS PROVIDED. NOTE: SPL#� MATERIAL MFR. MFR. NO. COLOR REMARKS NO. REVISIONS: DATE: 3. RAMPS SHALL NOT EXCEED 1:12 SLOPE. 1. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND MECHANICAL GRILLES. L - - - EXISTING CONSTRUCTION TO BE REMOVED 4, CROSS SLOPES SHALL NOT EXCEED 2%. PL-2 PLASTIC WILSONART 7965K 12 WALNUT RESTROOM APRON X LAMINATE HEIGHTS /\ 5. MAXIMUM 1/2"THRESHOLD HEIGHT. A ACCESSORY MOUNTING SCHEDULE REFERENCE MEP DRAWINGS FOR ADDITIONAL SPECIFICATION AND INFORMATION ON PLUMBING FIXTURES. A VERIFY SPECIFICATIONS WITH BUILDING MANAGEMENT. A ACCESSIBLE 36" GRAB BAR 42"GRAB BAR TOILET LAVATORY FAUCET SOAP DISPENSER MIRROR PAPER TOWEL TOILET PAPER, TOILET PAPER& ACCESSIBLE URINAL COAT HOOK TOILET STALL ACCESSIBLE DRINKING A17 VERTICAL GRAB /\ Al TOILET A2 A3 A4 A5 A6 A7 A8 A9 DISPENSER Ais SEAT COVER, AND A11 SEAT COVER Al2 URINAL A13 A14 A15 PARTITION A1s FOUNTAIN BAR NAPKIN DISPOSAL DISPENSER /\ 36" MIN. 54" MIN. ,` 19" ', 39" 41 ENSURE FLUSH VALVE O U 3 FACES"WIDE SIDE"OF 2' 0" 2" X12" 42" MIN. LLI 36" MAX. 36" MAX. / _ \ u LANDLORD REVIEW ISSUE DATE: 10/05/18 ROOM '11/16 'UTAX • 0 �� 0 D / ! s �I- TENANT REVIEW ISSUE DATE: 10/05/18 �` ` r I 1 I p �` C = BID ISSUE DATE: 10/05/18 (a) PERMIT ISSUE DATE: 10/05/18 X^tz VC Z X - ; ~, __- ¢ 0 1.1-1 �� O O RI ® `} 6 o O 0 10 =� - o> CONSTRUCTION ISSUE DATE: XX/XX/18 co z \ 6 (:,_O� - ` ` ! § 175 cr b m _ Qw rn - , u?` w _ Z 00 c.„) . 15 000 N J )t PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND EXISTING TO REMAIN OR EXISTING PAPER TOWEL EXISTING TO REMAIN OR EXISTING TO REMAIN OR PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. BE RELOCATED IN NEW DISPENSER TO REMAIN BE RELOCATED IN NEW BE RELOCATED IN NEW INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. INSTALLED BY G.C. CONSTRUCTION, FIELD CONSTRUCTION, FIELD CONSTRUCTION, FIELD DRAWING TITLE. VERIFY CONDITION VERIFY CONDITION VERIFY CONDITION RESTROOM SPECIFICATION: PLANS KOHLER KINGSTON BOBRICK 1-1/2" BOBRICK 1-1/2" KOHLER KINGSTON KOHLER CAXTON SLOAN OPTIMA SENSOR SCOTT KIMBERLY-CLARK IF NEW IS REQUIRED, IF NEW IS REQUIRED, IF NEW IS REQUIRED, KOHLER BARDON KOHLER BARDON BOBRICK DOUBLE ROBE HADRIAN ELITE SERIES HAWS WALL-MOUNTED BOBRICK 1 112" K-4325 TOILET. STAINLESS STEEL STAINLESS STEEL GRAB K-4325 TOILET. RECTANGLE FAUCET. EBF-650 PROFESSIONAL MATCH EXISTING MATCH EXISTING MATCH EXISTING URINAL.125 GPF URINAL.125 GPF COAT HOOK WITH TOILET PARTITIONS- DRINKING FOUNTAIN STAINLESS STEEL SLOAN REGAL XL GRAB BAR WITH SNAP BAR WITH SNAP SLOAN REGAL XL UNDERCOUNTER FINISH: POLISHED TOUCHLESS COUNTER SPECIFICATION SPECIFICATION WHITE, K4991-ET-0 WHITE, K4991-ET-0 EXPOSED MOUNTING FLOOR MOUNTED. WITH WATER COOLER GRAB BAR WITH SNAP DRAWING NUMBER: FLUSHOMETER, 111-1.28 FLANGE FLANGE FLUSHOMETER, 111-1.28 LAVATORY, K20000-0. CHROME MOUNT SOAP SLOAN REGAL XL SLOAN REGAL XL SPEC #: B-76727 STAINLESS STEEL,TYPE SPEC #: 1011 FLANGE XL SPEC #: B-6806 x36 SPEC#: B-6806 x42 XL WHITE. DISPENSER FLUSHOMETER, FLUSHOMETER, MOUNTED ON INSIDE 304, #4 BRUSHED. SPEC #: B-6806 x18 PROFLO TOILET SEAT, HORIZONTAL MOUNT HORIZONTAL MOUNT PROFLO TOILET SEAT, PROFLO LAVATORY GRID 186-0.125 XL 186-0.125 XL FACE OF DOOR HOLD PARTITIONS OFF VERTICAL MOUNT PFTSCOF2000WH FINISH: SMOOTH, SATIN FINISH: SMOOTH, SATIN PFTSCOF2000WH DRAIN, PFGD100 FLOOR 9". FINISH: SMOOTH, SATIN COLOR: WHITE COLOR: WHITE PROFLO ADA SOFT TRAP COVERS, PFSCPT1 SWH A3 . 0 © 2018 idGROUP, LLC ARCHITECT MIMI Carry D. McLain Architect 'L- - -- ` _ 2641 1RVING BLVD. _ _ 1 DALLAS, TEXAS 75207 - ____— - 972.861.2296 ( PT-8) (PT-7) ( PT-7) -- -- -- — PROVIDE SCHLUTER PROVIDE SCHLUTER ii_ —1 SCHIENE AE60 TRIM AT SCHIENE AE60-FRIM AT CPT-1, TOP OF WALL TILE. TOP OF WALL TILE. _ - �'- �\�� �- I DESIGN CONSULTANT _ _ I 1 I 1 1 1 I - - _ _ 1 1 (--)SF-6 1 1 1 A= 1 ( SF-6) 1 I _-- _ ---_ -- 1 I I I I I 1 I I I ilicill.'111111:11 -- --- I I Ai5 I A15� I �� 4„ion I -- — _ _ _ o A177 1 1 1 I n I , 0 �, _ = I IA2— —_ _ / A3 i 1® 1- I I I1 In Fral 1 1 - _ I 0 r • I— J 1 I I .};. ._ I , J 1 :�;._._ I ) 1 I , A16 1 d G ROUP - _ --_ _ `� LI I 1 I L. I I I 1 , , H I — — --- ALIGN GROUT LINES Al 1 1 1 \,,, 4=1 A4 I I 1 \ Al �`. 2641 ,IRVING EXS 752 (PL-2.) BLVD. DALLAS, TEXAS 75207 --- — WITH FLOOR TILE ' �� c' N ; BASE AS SCHEDULED TEL: 214-638-6800 ”- _ _ - GROUT LINES. REF. o�2 1 I o Q ���� l 1 -- — -- 01/A3.1B-2 B 2) 1 ( B-2 ) I I Y ,— I I C I 1`f I I C I I \— \--N, ' I jt, EQ ' EQ '�. zrAL 30"CLEAR ELEVATION WOMEN'S1-rvilELEVATION WOMEN 'Sfl„.1AELEVATION @ DRINKING FOUNTAINN •A,. FLOOR PATTERN PLAN 1 = 02 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1`-0" 9 SCALE: 1/2" = 1'-0" 1 1� �,� 0 1 SCALE: 1/4" 1 -0 �� ri lit �r '=leCLAIN 51 n y • {^'A DALLAS, TEXAS • V 1 AVO OF CRS Iv/v111 3/4"SOLID PROJECT NO.: 55-162 ( / SURFACE,AS DRAWN BY: AB PT 7) { PT-8) SCHEDULED CHECKED BY: MS/LL/GH / PROVIDE SCHLUTER CPT 7) / PROVIDE SCHLUTER c BULLNOSE A 4 SCHIENE AE60 TRIM AT SCHIENE AE60 TRIM AT a a pQ'�1� . N EDGE TOP OF WALL TILE. TOP OF WALL TILE. • / EXISTING ��� = `: 4:" •4 ,- I • MIRROR AS \ - a r 1 I I 1 I I SCHEDULED 1 • AB 1 1 I 1 (SF-6) 1 I I I (SF-6) I � PL-2 APRON I I `' -I I ® I I I I �_ z .1— vs = Q \� I —.151'• A15 I A15 1 A15 1 } A17 1 I r _ ¢� a N.o ` A6 �� A6 1 I I II A171 Z 1 f Al 1 I 1 Z 08 Q U 3.1 z `• A7 a A7 i I - A2 U] ` + O A2 1 1- O / `. _ ¢ O Q � ri17l fl 17\ of r�� rLui- I All I FA-3 , i I I -,�--* 2 A5 ® A5 t a r0- N ' � 1 I I 0 1 . I I LL �8Rs ---_ LL [1 g WITH PLAST C LA NATE co o All [Al2j1.MI I II I1yi I /SP v ACHED TO A4 I I ALIGN GROUT LINES ( q1 _I WITH FLOOR TILE [ N "' CONNECTING FITTINGS SUBSTRATE I 1 • e o ,J \.1“1.] GROUT LINES. REF. k I 1 1 I LIU) I I . Y, I �� I ( B 2 I 01/A3.1 I I I B-2 I °) 2 ` 1 MIN. SUPPORT -\ ` 19" MIN. I \ STRUCTURE 1111) ELEVATION @ MEN 'S n ELEVATION MEN'S SECTION LAVATORY DETAIL a, COUNTER 05_,..) SCALE: 1/2" = 1' 0" 0 6 SCALE: 1/2" = 1'-0" 07) SCALE: 1/2" = 1'-0" 0 8 SCALE: 6" = 1'-0" ; Ilan 1 aniNgir 1661 LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TIGARD, OR 97223 NO. REVISIONS: DATE: A A A A A A n A LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 BID ISSUE DATE: 10/05/18 PERMIT ISSUE DATE: 10/05/18 CONSTRUCTION ISSUE DATE: XX/XX/18 DRAWING TITLE: RESTROOM ELEVATIONS AND DETAILS DRAWING NUMBER: A3 . 1 © 2018 idGROUP, LLC — . ARCHITECT I . / • \ \ ,...— • . --"" I \ I 1"x 4"x L PAINT GRADE 22 N \ Carry D. McLain --< _ __ LUMBAR ATTACHED TO FRONT ... — ,-- FACE OF WALL WITH WOOD 1"CORNER Architect NAILS,TYP.FILL WOOD NAIL 1.,,„ 0 0 I SCHEDULED 2641 IRVING BLVD. HOLES PRIOR TO PAINTING/ / • LIGHT FIXTURE AS SCHEDULED PROVIDE 1/4"X 1/4"ALUMINUM , n-1 . n--1 - DALLAS, TEXAS 75207 PRIME AND PAINT TO MATCH LIGHT FIXTURE AS 972.861.2296 PARTITION,PT-5. (PT-2) SCHEDULED (PT-2 ) ____________9_ (Er- ..-( .._ NEW PENDANT AO • _,,. • s' • ANGLE AT SF-5 TRANSITION. • PROVIDE SS TRIM PIECE • SPECIFIED. CONTRACTOR TO MITER \-----------ft- 1 b . • CORNERS AT CONNECTION '•:•• -•$.:..1 '•• • !,I --‘: ,i::-•,---,'•-.:-.17:: ..„-:.i.•:•!•::!i-.i.- ,-;iy,;:...-.,7.:,..i: = • , OPEN TENANT PROVIDED AND Co >:u7. DESIGN CONSULTANT Ti) Co- .; - - ....-.::'.;:!:.:.i.?••::•;',:,..: ::.:4•:,.!.•:r::,:.!!::i I::..;-,:i:, OPEN REINSTALLED TENANT TO INSTALLED FURNITURE,TYPICAL :. . $•:. .c-t• .4....'•-.:.--;:s. -..-1.:-:......' •.:...:a l'4 i'..'•,••••.;.•• -..."":?;' E? Z? .:'s.: ,:•-i-;"•:** .k•r'''''';.•".•-%; ,..:'.:..:•;•:4"....;-• TO 4 4 FURNITURE. (PT-5) BEYOND HIGH DENSITY FOAM SEATING , -.•;-;..1.-!,%:.l.r:-.. .::i ..--::-..:-*.!:-.:,!--_--!,--:::!•::.;--.;11:, ''f;:.•:.,,:- -':,''..• .r.s--.: .•••-. A. •. ... • •I A•'•a• . - .A A ••. t • •. • . % zo op TENANT PROVIDED AND r-- —1 1 zto9 —•-it-, to. INSTALRNI '.:::,:,..1:.:;;::..f•;..- .:....A.. ..-.,.;.;e 1.-.:r...---,-::...,..%.'4;';:.;...-,",.,.i,•:.....2..-.-:.::-.,::'..• <a;'''...=ir(.Pm-. .) •:.e;;.,: BEYOND —h - INSTALLED , N• % FiinR Zo HIGH DENSITY FOAM - 1"CORNER GUARD,AS - 7 - ----- --,-- 7 - - 7 - SCHEDULED. I GO SEATING .- _____\_ E. 7ti• I I •' 'I? TILE BASE AS SCHEDULED CIE • I I '9 • a) - N cm 1 I P-(2>_ • • a.) -NI I 1 I \ \ BASE AS SCHEDULED [I I I I (PT-2 ) - (PL-1 ) ,--- BASE AS SCHEDULED I I(PL-1 ) I • b . , - idGRoup N • N N N N \ \ \ \ .‘ \ A • .% .% .• .• 1, EQ 1 5'-5" • EQ ' L 5,_." j,,,j, i ,()( „, DALLAS, TEXAS SBL7V5D20.75207 • TEL: 214-638-6800 1' '4"e •HOLD • ELEVATION @ RECEPTION * ELEVATION @ BOOTH * ELEVATION @ BOOTH SE, ir :"If .e4::- 0.:0. fif:1:::A'-9 ) SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 11-0" HIGH DENSITY FOAM FIXED A' 0 CLAIN t•Ll BOOTH SEATING BY GC N , ;e v .,.............:1 •-•••••••• N• N• DALLAS,TEXAS 4; .= -It ....... 12.13011 GC TO PROVIDE AND \ , .,4_ --: - ------- = =••••:-:---:::?:.:-. - 1'-8" PROJECT NO.: 55-162 INSTALL VINYL FILM. SPEC: -ie e I DRAWN BY: AB SOLYX SX-1301 CLEAR -' '. 7:::!-1.:-:!::!-:.:::::. FROST. \ .'‘i ••••••••••••• CHECKED BY: MS/LL/GH 0 = :-:•:-:•:-:-:-:-:-:•:•:-::. r,i:':Iti- F&I.P.,;:..: \ •- . 1. .• . E‘i elc:V.P:VcAc: • 'I? c - ..' i r)- u_ fo / A: ::.....::::.:.:.:::::.::::.::::.::.::.::::.::.:.7:.::..::.:.:.:.:..:.:::::::..::::::::::::::::::::::::::::::::::::-:-:.:.:.:-:.:-:.:.:7:. 0 IL -14!.1344.4.1.;Iikt4 BLOCKING IN WALL AS REQUIRED :: :-:-:•:-:-:-".:.:-:-:-:-:-:-:-:-:-:-:-:.:.:.:.:.:-:-:.:•:.:-:-:.:-:-:.:-:-:-:-:-:.:-:-:-:-:-:-:,:-.,.....-::-:-:-:-:.:.:yff:-:-:-:-:-:-:y:y:-:-:.:-:-:-:.:.:-...-:.:4 tr ,. -:'• 7= • ri f%I WY4j4 Tr:'r.\.V.'.K‘.;•1. / )1 0 W V;itreit 4 1:07. ;--1.-(:NAkt,ig, REFERENCE WALL TYPES FOR ADDITIONAL __ Li- 0 ii44-1,4414-'44:k4, INFORMATION .: \: I- ke-40c3We' / ,z 0 ...4- - -•.-j•.' : _, (0 0 / \ 0 / .- , LT! : 6 . .. . . . , ,„ .. \ TYPICAL OFFICE I-11" je2" FILM / I @zi. ELEVATION @ FILM SECTION @ BOOTH ) SCALE: 1/2" = 1'-0" A2,A4 05 SCALE: 1-1/2" = l'-O" (20 1 --- - - .----- .} 7 1 - -ID 0__ _ _ __ _ CI ___ _ CI 11- 4\ LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR TIGARD, OR 97223 NO. REVISIONS: DATE: A • /\ A A A /\ /\ A LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 BID ISSUE DATE: 10/05/18 PERMIT ISSUE DATE: 10/05/18 CONSTRUCTION ISSUE DATE: XX/XX/18 DRAWING TITLE: INTERIOR ELEVATIONS DRAWING NUMBER: A6 . 0 © 2018 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT - ELECTRICAL LEGEND NOTE:ALL SYMBOLS SHOWN ON LEGEND GENERAL NOTES (FOR ALL ELECTRICAL SHEETS) ARE NOT NECESSARILY USED. ;- ''- C :1 LIGHTING • --- 1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT i now UPPER CASE LETTER AT LUMINAIRES (EX: Fl) INDICATES DIMENSIONS. ■ v LUMINAIRE TYPE. •1 M EG 2. REFER TO THE ARCHITECTURAL PLANS, ELEVATIONS,AND DIAGRAMS FOR LOCATIONS OF THE i d F1 =ALL LUMINAIRES IN AREA ARE TYPE Fl, UNO SCHEMATIC WIRING GRAPHICS CONSULTING ENGINEERS, INC. FLOOR AND WALL DEVICES. IF DEVICES ARE NOT NOTED OTHERWISE THEY SHALL BE MOUNTED . . LONG AXIS VERTICAL AT THE FOLLOWING HEIGHTS AFF TO CENTER OF DEVICE:SWITCHES+42", 2641 IRVING BLVD. SHADING WITHIN LUMINAIRE DENOTES SECTION ON r0 METER Mechanical, Electrical & Energy Consultants RECEPTACLES+18",VOICE/DATA JACKS+18". DALLAS,TEXAS 75207 EMERGENCY POWER. -III GROUND CONNECTION AS NOTED TEL: 214-638-6800 -� DISCONNECT SWITCH 7600 East Orchard Road, Suite 250-S 3. COORDINATE ALL EQUIPMENT LOCATIONS WITH THE OWNER PRIOR TO ROUGH-IN. COORDINATE THE WIRING DEVICE LOCATIONS WITH THE ARCHITECTURAL ELEVATIONS, CASEWORK SHOP 0 RECESSED DOWNLIGHT -1'- FUSES Greenwood Village, CO 80111-2518 DRAWINGS,AND EQUIPMENT INSTALLATION DRAWINGS. COORDINATE THE LOCATION OF THE ARCHITECT/ENGINEER _ • SHADING INDICATES EMERGENCY LUMINAIRE 303.796.6000 MECHANICAL EQUIPMENT WITH THE MECHANICAL PLANS AND THE MECHANICAL CONTRACTOR - Z MAGNETIC MOTOR STARTER WWW.mkkeng.com PRIOR TO ROUGH-IN. COORDINATE THE LOCATION OF THE LUMINAIRES WITH THE 0 SURFACE MOUNTED NON-LINEAR LUMINAIRE SUBSCRIPTS: ARCHITECTURAL REFLECTED CEILING PLANS. 33 DIRECTIONAL ACCENT OR WALL-WASH LUMINAIRE MS = MULTISPEED Denver Billings 4. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR,AT NO 7600 East Orchard Rd Suite 250-S 175 North 27th Street, Suite 1312 ADDITIONAL COST TO THE OWNER. liviKK 4 GI WALL MOUNTED LUMINAIRE SSRV =SOLID-STATE, REDUCED VOLTAGE Greenwood Village, CO 80111-2539 Billings, MT 59101-2048 G .. STEP LIGHT OR RECESSED WALL LUMINAIRE VF =VARIABLE FREQUENCY 303.796.6000 406.545.6420 5. ALL 120V BRANCH CIRCUITS SHALL BE 3-WIRE(PHASE,NEUTRAL,GROUND). PHASE, NEUTRAL, CONSULTING ENGINEERS,INC., �� E �_ AND GROUND CONDUCTORS SHALL BE SIZE 12 AWG UNLESS OTHERWISE NOTED. BRANCH ® CIRCUIT BREAKER, MOLDED-CASE,THERMAL-MAGNETIC FIXED Cheyenne Salt Lake City Mechanical, Electrical 8 Energy Consultants RECESS MOUNTED DIRECTIONAL LUMINAIRE 500 West 18th Street, Suite 200 4760 S. Highland Drive, Suite 106 CIRCUITS SHOWN AS A SINGLE HOMERUN SHALL NOT BE COMBINED WITH OTHER CIRCUITS. ALL SUBSCRIPTS: g BRANCH CIRCUITS AND FEEDERS SHALL HAVE EQUIPMENT GROUNDING CONDUCTORS 7600 East Orchard Road,Suite 250-S Cheyenne, WY 82001-4368 Salt Lake City, UT 84115 INSTALLED IN THE RACEWAY. Greenwood Village,CO 80111-2518 I ( ) I SURFACE MOUNTED RECTALINEAR LUMINAIRE AT =ADJUSTABLE INSTANTANEOUS TRIP tel:303.796.6000•Fax:303.796.6099 307.459.6100 801.360.7024 www.mkkeng.com U I WALL MOUNTED LINEAR LUMINAIRE EAT =ELECTRONIC ADJUSTABLE TRIP Helena Bogota, Colombia 6. PROVIDE(1) 1"C WITH BUSHING AND PULL STRING FROM EACH TELEPHONE, DATA, MKK Project Number: P018.01.0286 P.O. Box 9643 Calle 40B#8-68 Edificio Torre San Marcos, 501 COMMUNICATION,AND THERMOSTAT OUTLET TO ABOVE THE ACCESSIBLE CEILING, UNLESS CL = CURRENT LIMITING NOTED OTHERWISE. I RECESS MOUNTED LUMINAIRE Helena, MT 59604 Bogota D.C. 110231 Colombia IC = INSULATED CASE 406.438.1467 +57.1.485.0689 K C .) A SURFACE MOUNTED LUMINAIRE HIDDEN 7. THE CONTRACTOR SHALL MAINTAIN FIRE-RATINGS FOR ALL CONDUIT PENETRATIONS THROUGH UNDER COVE, CABINET, ETC. GFCI =GROUND FAULT CIRCUIT INTERRUPTER FIRE-RATED CONSTRUCTION. PENDANT MOUNTED LINEAR LUMINAIRE ST =SHUNT TRIP 1 I 8. COORDINATE THE LOCATIONS AND CONTROLS OF ALL APPLICABLE FIRE/SMOKE DAMPERS WITH SEAL KI =KEY INTERLOCK THE MECHANICAL CONTRACTOR, PRIOR TO CONSTRUCTION. 1-0-1 STRIP LUMINAIRE ZSI =ZONE-SELECTIVE INTERLOCKINGo 9. ALL MOUNTING OF ELECTRICAL DEVICES (LUMINAIRES,TRANSFORMERS, PANELS, OUTLETS, U V TRACK LIGHT -EI ENCLOSED CIRCUIT BREAKER, MOLDED-CASE, ABBREVIATIONS CONDUIT RUNS, ETC.)SHALL COMPLY WITH STATE AND LOCAL SEISMIC REQUIREMENTS. ALL c�EO PROFFS TAPE LIGHT THERMAL-MAGNETIC FIXED LUMINAIRES SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SUPPORT HANGERS IN �� �C\AGINE -, tiio 1l COMPLIANCE WITH IBC AND NEC REQUIREMENTS. o-0 POLE LUMINAIRE T��I ENCLOSED FUSED DISCONNECT SWITCH NOTE:ALL ABBREVIATIONS SHOWN •06. ` . ARE NOT NECESSARILY USED. 10. ADA COMPLIANCE: ELECTRICAL DEVICES PROJECTING FROM THE WALLS WITH THEIR LEADING ` ` � il� ❑-o-0 EXTERIOR POLE MOUNTED LUMINAIRE POWER TRANSFORMER EDGES BETWEEN 27 AND 80 AFF SHALL PROTRUDE NO MORE THAN 4" INTO WALKWAYS OR ��c CORRIDORS. '� o 0 BOLLARD AC -ABOVE COUNTER OREGON �, 42121- CURRENT TRANSFORMER ADA -AMERICANS WITH DISABILITIES ACT 11. BACK TO BACK MOUNTING OF RECEPTACLES OR COMMUNICATION OUTLETS IS NOT PERMITTED. '9�Q , kA v4$ 0NON-LINEAR PENDANT LUMINAIRE ® AMMETER AFC -ABOVE FINISHED CEILING THE MINIMUM SEPARATION BETWEEN DEVICES SHALL BE 6"O.C. IN COMMON WALLS AND 24"O.C. Cq E2N OQ LANDSCAPE LUMINAIRE OO VOLT METER AFF -ABOVE FINISHED FLOOR IN SOUND-RATED WALLS. EXPIRES: L 1S011q a AFG -ABOVE FINISHED GRADE 12. GFCI DEVICES SHALL BE PROVIDED AS NOTED AND SHALL COMPLY WITH NEC AND LOCAL TRANSFER SWITCH AIC -AMPS INTERRUPTING CURRENTs-, to ®-I CEILING OR WALL MOUNTED EXIT SIGN REQUIREMENTS. NO FEED-THRU GFCI PROTECTION SHALL BE PERMITTED FOR DOWNSTREAM CL i I ,1 ( ;; X4E0 GROUND FAULT PROTECTION AL -ALUMINUM DEVICES. GFCI DUPLEX RECEPTACLES SHALL BE UL 943 2006"LOCK-OUT"ACTION OR till 1 CEILING OR WALL MOUNTED EMERGENCY LIGHT BFG -BELOW FINISHED GRADE "NOTIFICATION"COMPLIANT. PROJECT NO.: 2018.01.0159 CB -CIRCUIT BREAKER DRAWN BY: MMD 0 GENERATOR 13. ALL RECEPTACLES IN BREAK ROOMS SHALL BE GFCI PROTECTED. PROVIDE REMOTE BLANK CHECKED BY: AEH LIGHTING CONTROLS: CR -CORROSION RESISTANT FACE GFCI DEVICE IN AN ACCESSIBLE LOCATION AS REQUIRED FOR INACCESSIBLE a LOWER CASE LETTER INDICATES ZONING CPT -CONTROL POWER TRANSFORMER RECEPTACLES. VERIFY EXACT REMOTE BLANK FACE GFCI DEVICE LOCATION WITH ARCHITECT S WALL-MOUNTED LINE VOLTAGE SWITCH MOTOR, NUMBER INDICATES HORSEPOWER CT -CURRENT TRANSFORMER PRIOR TO ROUGH-IN. e INDICATES TWO SWITCHES, ONE FACEPLATE CU -COPPER LINE VOLTAGE SWITCH SUBSCRIPTS: FIRE ALARM DS -DOOR SWITCH 14. SWITCHES CONTROLLING LIGHTING LOADS:WHERE SWITCHES CONTROL LIGHTING LOADS =3-WAY ELR -END OF LINE RESISTOR SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE GROUNDED CIRCUIT 3 3 =3-DIWAY FACP FIRE ALARM CONTROL PANEL CONDUCTOR(NEUTRAL WIRE)FOR THE CONTROLLED LIGHTING CIRCUIT SHALL BE PROVIDED AT DEM -EMERGENCY THE SWITCH LOCATION. EXISTING SWITCHES IN REMODELED SPACES SHALL NOT BE EXEMPT 0 =WALL SWITCH DUAL TECH OCCUPANCY SENSOR FSGP FIRE ALARM GRAPHICS PANEL EF -ELECTRONIC LOW VOLTAGE FORWARD PHASE FROM THIS REQUIREMENT. S WALL MOUNTED LOW VOLTAGE CONTROL FSCP FIREFIGHTERS SMOKE CONTROL PANEL ER -ELECTRONIC LOW VOLTAGE REVERSE PHASE STATION. REFER TO THE LIGHTING CONTROL ES -EMERGENCY STOP 15. WHERE DIMMING CONTROL IS SPECIFIED AS A PORTION OF A CIRCUIT THAT ALSO HAS MATRIX FOR MORE INFORMATION. LOWER APS BOOSTER POWER SUPPLY ETM -ELAPSED TIME METER SWITCHED LIGHTING IN ADJACENT SPACES, PROVIDE A SEPARATE, DEDICATED NEUTRAL WIRE CASE LETTERS INDICATE SWITCH LEG. FROM THE DIMMING DEVICE BACK TO THE ORIGINATING PANEL. GANN POINT LED GRAPHIC ANNUNCIATOR EWC -ELECTRIC WATER COOLER ® CEILING MOUNTED OCCUPANCY 0 MANUAL PULL STATION FLA -FULL LOAD AMPS 16. IN REMODEL AREAS WHERE OCCUPANCY SENSING DEVICES ARE SPECIFIED AND ARE SENSOR OR DAYLIGHT SENSOR AS FVNR -FULL VOLTAGE, NON-REVERSING REPLACING EXISTING MANUAL SNAP SWITCH CONTROL OF THE LIGHTING, PROVIDE A NEUTRAL DESIGNATED BELOW, UNO: eP PHOTOELECTRIC SMOKE DETECTOR FVR -FULL VOLTAGE, REVERSING CONDUCTOR FROM THE LIGHTING CIRCUIT BEING CONTROLLED TO THE OCCUPANCY SENSING K> CORNER OR WALL MOUNTED OCCUPANCY 00 HEAT DETECTOR FWE -FURNISHED WITH EQUIPMENT DEVICE(OR SWITCH/POWER PACK,WHERE LOW VOLTAGE SENSORS ARE SPECIFIED). FOR SENSOR OR DAYLIGHT SENSOR AS BIDDING D DUCT DETECTOR WITH TEST SWITCH GFI -GROUND FAULT INTERRUPTER BIDDING PURPOSES,ASSUME THAT THE EXISTING SNAP SWITCHES ARE WIRED WITHOUT A DESIGNATED BELOW, UNO: NEUTRAL CONDUCTOR,AND A NEW NEUTRAL CONDUCTOR WILL BE REQUIRED. lip SPEAKER/STROBE GRC -GALVANIZED RIGID CONDUIT V = PIR OR DUAL TECH OCCUPANCY SENSOR ✓fid HOA -HAND-OFF-AUTOMATIC 17. LUMINAIRES SHOWN HALF SHADED SHALL BE CONNECTED TO THE LIFE SAFETY CIRCUIT OR -SET TO VACANCY MODE, UNO ND SPEAKER HP -HORSEPOWER CONTAIN AN EMERGENCY BATTERY PACK. FOR BATTERY PACK FIXTURES THAT DO NOT f D =DUAL-TECH OCCUPANCY SENSOR CONTAIN AN INTERNAL ILLUMINATED LED(AS STATED IN THE SPECIFICATIONS OR LUMINAIRE I- -SET - -SET TO VACANCY MODE, UNO aSTROBE IG -ISOLATED GROUND SCHEDULE), PROVIDE A VISIBLE RED DOT FOR QUICK IDENTIFICATION OF THE FIXTURE. I -" P = PHOTOCELL CO HORN/STROBE LC -LIGHTING CONTACTOR V 1 WP LOR -LOCAL-OFF-REMOTE 18. COORDINATE THE INSTALLATION OF COMMUNICATIONS CABLING, ROUTING, MOUNTING BOXES, I. POWER C� WEATHERPROOF HORN/STROBE LS -LEVEL SWITCH AND TERMINATIONS WITH THE OWNER OR IT MANAGER, PRIOR TO CONSTRUCTION. WPNci WEATHERPROOF SPEAKER/STROBE LT -LET THROUGH STRAIGHT BLADE DUPLEX RECEPTACLE ALL LOW VOLTAGE AND SYSTEMS CABLING LOCATED ABOVE THE ACCESSIBLE CEILING SHALL BE - FIREFIGHTER'S TELEPHONE JACK MCA -MINIMUM CIRCUIT AMPS PROPERLY RATED FOR THE APPLICATION. WITHOUT EXCEPTION,ALL CABLING SHALL BE HUNG. --- ® SUBSCRIPTS: W� WARDEN'S TELEPHONE MCB -MAIN CIRCUIT BREAKER FROM BRIDLE-TYPE RINGS OR PLACED IN CABLE TRAYS BY THE ELECTRICAL CONTRACTOR. IN , HG = HOSPITAL GRADE 4 MCC -MOTOR CONTROL CENTER EXPOSED CEILING AREAS,ALL CABLING SHALL BE RUN IN CONDUIT TO THE NEAREST HGT =HOSPITAL GRADE TAMPER RESISTANT 46 SPRINKLER WATER FLOW SWITCH MCCB -MOLDED CASE CIRCUIT BREAKER ACCESSIBLE CEILING LOCATION. k- = -- 7 GFI = GROUND FAULT INTERRUPTER SPRINKLER VALVE TAMPER SWITCH MCP -MOTOR CIRCUIT PROTECTION 20. THE INFORMATION ON THESE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS MLO -MAIN LUGS ONLY uo INPUT/OUTPUT MODULE AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD SS =SURGE SUPPRESSION NC -NORMALLY CLOSED ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO BID,AND _'---1----1=-E _ _ AC =6"ABOVE COUNTER CR CONTROL RELAY NIC -NOT IN CONTRACT BECOME FAMILIAR WITH THE EXTENT OF THE WORK REQUIRED. NO EXTRAS WILL BE ALLOWED STRAIGHT BLADE DOUBLE DUPLEX RECEPT. (FOURPLEX) CC SIGNAL MODULE NL -NIGHT LIGHT FOR ALTERATIONS OF A FORESEEABLE NATURE THAT ARE REQUIRED TO ACHIEVE THE END - IAWAIIIAI STRAIGHT BLADE SINGLE RECEPTACLE ® SIGNAL MONITOR MODULE NO -NORMALLY OPEN RESULT AS INDICATED BY THE CONTRACT DOCUMENTS. e- NTS -NOT TO SCALE DUAL INPUT MODULE 21. ON DEMOLITION PLANS:ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN, eSTRAIGHT BLADE DUPLEX RECEPT. HALF-SWITCHED OC -OVER CURRENT UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT SHALL BE REMOVED, ® STRAIGHT BLADE DUPLEX RECEPT. ON EMERGENCY CIRCUIT c. FIRE/SMOKE DAMPER OL -OVERLOAD UNLESS NOTED OTHERWISE. 1, DH DOOR HOLDER(120V) PT -POTENTIAL TRANSFORMER ® OUTLET WITH SPECIAL DEVICE,AS NOTED RVNR -REDUCED VOLTAGE NON-REVERSING 22. ON NEW FLOOR PLANS:ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN, E'' CARBON MONOXIDE DETECTOR UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT ARE NEW OR WALL MOUNTED OUTLET WITH SPECIAL DEVICE, 0- SC -SHORT CIRCUIT _ AS NOTED CP TWO-WAY COMMUNICATION PANEL RELOCATED AS NOTED. SPD -SURGE PROTECTIVE DEVICE ;I; FLOOR MOUNTED RECEPTACLE,AS NOTED m TWO-WAY COMMUNICATION STATION SR -SAFE OR STOP/RUN 23. THE NEW WIRING REQUIRED IN REMODELED AREAS SHALL BE FISHED THROUGH EXISTING '4 TTB -TELEPHONE TERMINAL BOARD WALLS OR CONCEALED IN NEW WALLS OR ABOVE CEILINGS. SURFACE MOUNTED CONDUIT WA FLOOR MOUNTED COMBINATION OUTLET BOX, TVSS -TRANSIENT VOLTAGE SURGE SUPPRESSOR SHALL NOT BE USED IN ANY FINISHED AREAS. CONTRACTOR SHALL NOT ROUTE ANY CONDUIT ==- =-= -j AS NOTED COMMUNICATION SYSTEM UG -UNDERGROUND WITHIN STRUCTURAL OR TOPPING SLABS OF FLOORS UNLESS NOTED TO DO SO. © POKE THROUGH,AS NOTED ® FLOOR MOUNTED TELEPHONE AND/OR DATA UNO -UNLESS NOTED OTHERWISE 24. ITEMS THAT ARE SHOWN TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING OUTLET BOX,AS NOTED VFD -VARIABLE FREQUENCY DRIVE ALL ASSOCIATED CONDUIT,WIRE,AND HANGERS BACK TO THE POINT OF ORIGIN OR THE O PEDESTAL OUTLET,AS NOTED WG -WIREGUARD NEAREST EXISTING ITEM THAT IS REMAINING, UNLESS NOTED OTHERWISE. WHERE EXISTING El JUNCTION BOX,AS NOTED V WALL MOUNTED TELEPHONE OUTLET WP -WEATHERPROOF DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC.ARE TO BE REMOVED FROM WALLS WHICH O JUNCTION BOX V WALL MOUNTED DATA OUTLET XFMR -TRANSFORMER ARE REMAINING,WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH,AFTER CONDUCTORS XP -EXPLOSION PROOF HAVE BEEN REMOVED. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE. IF 0-1 WALL MOUNTED JUNCTION BOX 7 WALL MOUNTED COMBINATION TELEPHONE/DATA EXISTING CONDUITS ARE ROUTED IN CONCRETE FLOOR SLABS,WALLS OR CEILINGS,THEY OUTLET BOX ZS -LIMIT OR POSITION SWITCH SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH 1 / / / I SURFACE RACEWAY,AS NOTED AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN OC -1 CLOCK HANGER OUTLET W WALL MOUNTED TELEPHONE OUTLET, +48"AFF REMOVED. EI TELE-POWER POLE P PAY PHONE 25. MAINTAIN CIRCUIT CONTINUITY FOR EXISTING ITEMS THAT ARE REMAINING OR BEING PB PULL BOX ` I TELEPHONE TERMINAL BOARD-TTB RELOCATED. ® CONNECTION TO MOTOR © ®-I CEILING OR WALL MOUNTED SPEAKER 26. ELECTRICAL DEVICE IDENTIFICATION LABELS: PROVIDE ADHESIVE FILM LABEL, MACHINE LINCOLN CENTER ® MAGNETIC MOTOR STARTER 0 VOLUME CONTROL PRINTED, IN BLACK, BY THERMAL TRANSFER OR EQUIVALENT PROCESS WITH MINIMUM LETTER CENTER #1006 00-1 FLOOR OR WALL MOUNTED MICROPHONE OUTLET GENERAL NOTES-FIRE ALARM SYSTEMS HEIGHT OF 3/8" NG PANEL AND CIRCUIT NUMBER IN THE FOLLOWING FORMAT: REFERENCE SALL ELECTRICAL DEVICES. LABEL SHALL IDENTIFY PECIFICATIONS ATIONS FOR SUBSCRIPTS: 10260 SW GREENBURG MS = MULTISPEED CALL-IN SWITCH ADDITIONAL LABELING REQUIREMENTS.WHERE THE PROJECT SPECIFICATIONS INDICATE MORE . . 1. VERIFY THAT THE EXISTING FIRE ALARM SYSTEM IS OPERATING PROPERLY AND DOCUMENT ALL STRINGENT LABELING REQUIREMENTS,THOSE REQUIREMENTS SHALL TAKE PRECEDENCE. SSRV =SOLID-STATE, REDUCED VOLTAGE ia, TIME-TONE UNIT DEFICIENCIES PRIOR TO CONSTRUCTION. CONFIRM THAT THERE IS ADEQUATE CAPACITY ON ROAD VF =VARIABLE FREQUENCY O Ja-I CEILING OR WALL MOUNTED CLOCK BATTERY ANDCCIRCUITTLOAD CALCULATIONS THIS WORK AND S REQUIRED. COMPLETE THE FIRE ALARM PROVIDEDE THE PANEL AS NECESARY. 27 WORKPROV . PROVIDEVUPDATED PANEL DIRECTORIES FOR NEW CIRCUIT BREAKER NUMBER IDENTIFING PANELS AFFECTED CATION ON AS REQUIRED.BY REMODEL 4TH FLOOR SAFETY DISCONNECT SWITCH OB -I PROGRAM BELL PROGRAMMING, UPDATE RELATED GRAPHIC DISPLAYS,AND THEN TEST THE NEW CIRCUITS AT PORTLAND, OR 97223 a FUSED DISCONNECT SWITCH B BUZZER THE END OF THE PROJECT. a COMBINATION DISCONNECT AND STARTER I HOUSE PHONE/INTERCOM 2. THE LOCATIONS OF SMOKE DETECTORS SHOWN ARE CONSIDERED TO BE SCHEMATIC ONLY. NO. REVISIONS: DATE: 0 ENCLOSED CIRCUIT BREAKER, MOLDED-CASE, Om MASTER INTERCOM STATION THE ACTUAL LOCATIONS (SPACING TO ADJACENT DETECTORS, DIFFUSERS,WALLS, ETC.)ARE /\ 1--= � REQUIRED TO MEET NFPA 72. THERMAL-MAGNETIC FIXED LI TELEVISION OUTLET I O SUBSCRIPTS: Ei CLOSED CIRCUIT TV OUTLET 3. ALL STROBES AND HORN/STROBES SHALL BE SYNCHRONIZED PER NFPA AND LOCAL /\ 30ST =SHUNT TRIP REQUIREMENTS. AMPLIFIER A O �■ CONNECTION TO PRE-WIRED EQUIPMENT 4. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION,THE CONTRACTOR SHALL OBTAIN A A u STATE REGISTERED ENGINEER TO REVIEW, SEAL,AND SIGN SHOP DRAWINGS FOR PLAN REVIEW E IIID PANELBOARD CIRCUITING SUBMISSION.THE ENGINEER OF RECORD FOR THESE DRAWINGS SHALL NOT SEAL THE FIRE / /� w 1 MCC I MOTOR CONTROL CENTER ALARM SHOP DRAWINGS. /� Li / q I EPO I EMERGENCY POWER OFF SWITCH % CONDUIT RUN A SPD SURGE PROTECTIVE DEVICE -Doi.- CIRCUIT HOMERUN TO PANEL OR CABINET, 5- II TRANSFORMER NO. OF ARROWS INDICATE NO. OF CIRCUITS LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 Y Ed ENGINE GENERATOR O CIRCUIT TURNED UP BID ISSUE DATE: 10/05/18 0 PLUS(+)SIGN WITH DIMENSION AT OUTLET INDICATES • CIRCUIT TURNED DOWN PERMIT ISSUE DATE: 10/05/18 a HEIGHT ABOVE FINISHED FLOOR OR GRADE TO CENTERLINE 3 CONDUIT STUB-OUT-CAP& MARK CONSTRUCTION ISSUE DATE: XX/)OC/18 & OF OUTLET. _X- SEALOFF C OSt.'-'7' a. i 15 DRAWING TITLE: 0 ELECTRICAL COVER SHEET v REFERENCE ONLY S. NOT APPROVED WITH THIS PERMIT 0 DRAWING NUMBER: q {7 , = C. ^d N jt0 E0110 - O L, 7 © 2018 idGROUP, LLC 8 PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES DEMOLITION: A. DEVICES SHOWN IN HEAVY DASHED LINE WEIGHT ARE TO BE REMOVED. MAINTAIN , CIRCUIT CONTINUITY FOR ANY DEVICES TO REMAINING. III _ B. DISCONNECT AND REMOVE EXISTING LIGHTING AS INDICATED. SAVE AND PROTECT EXISTING CONDUIT AND CONDUCTORS FOR CONNECTION TO NEW LIGHTING. REFER TO NEW LIGHTING PLAN FOR ADDITIONAL INFORMATION. ' C. FOR DEVICES BEING REMOVED, REMOVE EXISTING DEVICE, CONDUIT AND • ASSOCIATED WIRING BACK TO POINT OF ORIGIN. RETAIN CIRCUIT CONTINUITY 2641 IRVING BLVD. - - " :. ---. -. - - ._.. _.-.-.-.-.-4-_4_44...- - 44.44_. W_. � = '"""-=' -===-"-. - _-_- -------'_-----5.:-- -_-4__,-" -.-� �_�., �_ f:: _m-----.:::::::::::::::::::::::=.T._ . --- REMAINING DEVICES IF REQUIRED. PATCH WALL AND FINISH TO MATCH ----444.4-4444-.7- ' .-- - 1 / A ' )000 / J /T /, v ; __ - NEW/EXISTING WALL SURFACE. DALLAS, TEXAS i : / / ., , - / / TEL 214-638-6800 75207 / -,- / //// / / _ D. DISCONNECT AND REMOVE ALL DEVICES AND ASSOCIATED CONDUIT AND / / % / ARCHITECT/ENGINEER / / `438; 437 / `/ k/ �/ / CONDUCTORS FOR ALL ELECTRICAL DEVICES ON WALLS SCHEDULED TO BE ' / ,' / / / / ! / ! `/' / ,�:11 _ / /. / // , REMOVED. RETAIN CIRCUIT CONTINUITY FOR REMAINING DEVICES IF REQUIRED. I , 455 -- / / / / 1 L .v IE4�21t „./.-- / , i 4f1 :4 449, 44$ [_446 ; ► 4 ii.,� / '' // "� PATCH WALL AND FINISH TO MATCH NEW/EXISTING WALL SURFACE /%/ MKK „ .. . T / / , , , ‘.,\..;,..\\ , \ : , / „.., // / ., % / / ` % / , / `479! /;' L_�s \�♦ ��/�' .-." �•w�Wy. s / CONSULTING ENGINEERS:INC. •IMEG ��� / F....:.-:.:._•; /- R--7 4444. I - r' 44.,:,., / �' /, - AA _ ;`, ; / .`' _� ;=r''' 111."...1 '' FLAG NOTES (THIS SHEET): Mechanical, Electrical& Energy Consultants ,/ �_�r , \ r` . / y I SII 14361 / / 1\\ 7600 East Orchard Road,Suite 250-S •�� I PI 1 •�� i 1 •%� i / X013 L \\\ 1. DISCONNECT AND REMOVE EXISTING RECEPTACLE. SAVE AND PROTECT CONDUIT Greenwood Village.CO 80111-2518 j 1 ♦1 / % 1 . 1 1 . 1 1 . 1 tel:303.796.6000.Fax:303.796.6099 L--s / `.i 1.......,...m.•411 `r AND CONDUCTORS FOR EXTENSION TO NEW RECEPTACLE LOCATION. 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REVISIONS: DATE: m • /\ 7 A AuLL, A 2 U A o A i C3 O• - LANDLORD REVIEW ISSUE DATE: 10/05/18 ,D TENANT REVIEW ISSUE DATE: 10105118 a> BID ISSUE DATE: 10/05/18 PERMIT ISSUE DATE: 10/05/18 O CONSTRUCTION ISSUE DATE: XX/XX/18 z O 0s e U DNOT DRAWING TITLE: REFERENCE pY ELECTRICAL DEMO PLAN TH THIS PERMIT 0 DRAWING NUMBER: 0 Q a coc6 4H 0 ,...., :9 o ' © 2018 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT 11 GENERAL NOTES NEW: NII _ A. DEVICES SHOWN IN HEAVY LINE WEIGHT ARE NEW. DEVICES SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN. • B. ALL FIXTURES SHOWN SHADED AND EXIT SIGNS SHALL BE CONNECTED TO THE id 277V EMERGENCY LIGHTING CIRCUIT. THIS CIRCUIT IS EXISTING, RUNNING THROUGHOUT THE SPACE. ENSURE ALL SHADED LIGHTING FIXTURES AND EXIT 2641 IRVING BLVD. SIGNS, EXISTING AND RELOCATED,ARE CONNECTED TO NEAREST JUNCTION BOX DALLAS, TEXAS 75207 SERVING THE EMERGENCY LIGHTING CIRCUIT. EMERGENCY CIRCUIT NOT SHOWN TEL: 214-638-6800 .� — ? — — / -- -- f INCLUSIVELY CONNECTED ON PLAN. RING-OUT EMERGENCY LIGHTING CIRCUIT TO l k / / // i / DETERMINE TOTAL EXISTING LOAD. NOTIFY BUILDING ENGINEER IF LOAD ARCHITECT/ENGINEER iiI i ' /// / / / / ' EXCEEDS 16A PER 20A CIRCUIT. / , • • ...: I /� / / �� // I`11 /// // '' C. SEE LIGHTING CONTROL LEGEND ON THE ELECTRICAL COVER SHEET FOR CEILINGII 1 I'AEG ' ifin I(I( ' ' / / �/ / / � //// y �� W .. �� �,� �` AND WALL SWITCHED SENSORS. .d I, • 1 . 3 / • �v • / ., ...,,,, / // /'' /, / / / / / / •Vfr, , \ �� // ;__. i ; / / A f I �� / // / A\\� D. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC LOCATIONS AND 4� �v / / +.I / t. /�.`-1 \\vv, CONSULTING ENGINEERS,INC. � ); / • ;•- ;/ • ry 121 \VA REQUIREMENTS FOR DEVICES. ��i' // / : . II /iK / , .. , ,--Ii/ .. -- --- .. . . ' —� \� Mechanical, Electrical &Energy Consultants ,// ` �� / ' % T �� E. RE W ENGINEERING DOCUMENTS iN CONJUNCTION WITH ARCHITECTURAL 76001 as1 Orchard Road,SuiSe250�VlE/ ' IBE i =_ y I � $E _ / • I / V\ Greenwood Vivage,CO 86111-2518 �� ; / x N` r_-_ % ___ / A PLANS AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTH tel:309.796.6000•Fax:303.796.6099 - BEI_ / 10 i ' / // ��// �, IBE . / � �� rBE / \\\VA www.mkkeng.com _.- /. ., �� % /' / LLt21 1 +— —_-- _ L._ /i" \ DISCIPLINES. MKKProject Number: P018.01.0286 / f /�/ / f / € // /'' • / '.f1. . , \ i i \ F. CONNECT NEW LIGHTING TO EXISTING LIGHTING CIRCUIT SERVING THE AFFECTED �� ,f ~`, //" '\ j / ' lal ElI / /, - -✓,/ / ' , \� AREA. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS AS / 11 -- ,/ ._, �` , \\\ NECESSARY. CONNECT TO BE CONTROLLED AS EXISTING OR AS INDICATED. LOAD } \�\\ ADDED IS LESS THAN LOAD REMOVED I i, I I ./ I ...._ 111 LI Ln 1,11 Ji ,!� u110 �--'li .1.1.1. 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OCT I I II A I 1_._-.a 3 I i i �_ PROJECT NO.: 2018.01.0159 I I +.� LIa , Q CE I C G r N 11..1 _ ,.,i 151,1xY 2111�I�r1.s, .....-x _ 211.1155621412151.051/11.1155212612161111,6! %y ; 1 1.1 �,YIu1 .1 1 14111111 411 u1 1111 .1 11 „-. : 1,11 1u ..u.1.Iglu, , } -� i - -. - ----- - ---- - --- I 0 0 ir' I // 4 / ^ ll FL —r- •- - — — ;.- ? •I DRAWN BY: MMD 11. _ , - l' _._ W \ .. ,l £_ / / i I I I I 3 1 !.-1 1 - -- �` 1 / ' - I ;,'- - I 7i--- _ ! / /e I 1, ] ', e •' • • A .\ / / / 1 ] \ / 7 1, \ / = BE I NY I I - • I / .. CHECKED BY: AEH a•, i a.. C •aC AC •0 m O �0 0i!/ H ; /:77// tt 11 tl11r1 ,uuw J I 1u1II lI 1 Y .11 a :W.YYYIW xWxl' 1a'�'I _.1 1 N N 114 O . I J _ / . .. 111T .. . . ; 14. .. , 1 NIYrY1r 1 111111N111141NM.r. ! 1• / _.t— - f �'""'_ ,1111111 k�11111111111 _ _-�_� / i - - 111y�1 _- / 11 _ _/ r�r.11,1,11111.1,1. 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LIGHTING LOAD JUSTIFICATION FIXTURE TYPE I FIXTURE WATTAGE I # OF FIXTURES I TOTAL WATTS REMOVED I TOTAL WATTS ADDED DEMOLITION 2'X4' 2L T8 RECESSED FL DEMO 64 38 2432 2'X2' 2L T8 RECESSED FL DEMO 34 21 714 COVE 1L T8 FL DEMO 32 5 160 I LED PENDANT DEMO 20 5 100 6" INCAN RECESSED DL AND WW DEMO 100 43 4300 NEW 2'X4' RECESSED LED (A) 36 39 1404 2'X2' RECESSED LED (B) 36 30 1080 6" LED DL (C) 20 34 680 DECORATIVE LED PENDANT (D) 48 2 DECORATIVE LED PENDANT (E) 16 1 16 TOTALS TOTAL LOAD REMOVED 7706 LINCOLN CENTER TOTAL LOAD ADDED 3180 ! NET LOAD REMOVED 4526 CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR PORTLAND, OR 97223 NO. REVISIONS: DATE: A A A d Ad / \ 0 E'J .11ID Q U LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 o BID ISSUE DATE: 10/05/18 _ PERMIT ISSUE DATE: 10/05/18 CONSTRUCTION ISSUE DATE: XXX(/18 ci E. 0 F5 e O a, 0 DRAWING TITLE: 75 LIGHTING PLAN DEFERENCE ONLY NOT APPROVED WITH THIS PERMIT 12° II DRAWING NUMBER: o : G' E 05 c, o7 t- y °3 E 2 . 0 d 6 8 © 2018 idGROUP, LLC • PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES: `III A. ALL NEW COVER PLATES AND DEVICES ARE TO MATCH EXISTING. 4 _ B. REFER TO ARCHITECTURAL PLANS FOR SPECIFIC LOCATIONS AND REQUIREMENTS FOR DEVICES. C. DEVICES SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN. DEVICES SHOWN i IN HEAVY LINE WEIGHT ARE NEW. D. REVIEW ENGINEERING DOCUMENTS IN CONJUNCTION WITH ARCHITECTURAL PLANS 2641 IRVING BLVD. AND COORDINATE WORK TO INCLUDE REQUIREMENTS OF BOTH DISCIPLINES. DALLAS, TEXAS 75207 TEL: 214-638-6800 III 7 // / / I ARCHITECT/ENGINEER 1 11 /// 1 / / / , ,/ ,/ / /h/ �JFF C>e C7FFICE l ; I / / �' j / / / 438 4 11, I1 / �� OFFICE Fl OFFICE OFFICE OFF E % 1 OF ICE OFFICE : OFFICE ,' ' FFIC -- E / — /OFFICE ;//' _ ; .1 kI OFFIC /OFFICE OFFICE,/ /- II /€�4621 458 ;" f 457- f L455 {4 � - --� 1 r [ 7.,/// 4 / 448_. ..-.7;/ 1446 3 �,{ p�r MKK �/ . '''' i \i40,/ / y 2/ ' .. ir 4-/- , / /// / • , ../././-_- -- '/, .., '' ,,, \ / ,. ..,- / , .. // / / s , , — \ fONSI1LTING EHGINfER1,INf. Oy IM�._i.G // / 7,, Mechanical Electrical 8 Energy Consultants el/, ;� �..�. .�_,...,.__it �.�,_� _, • ` // �� �' HALLWAY /�%/ / 4! / / ! AL4A�` / WAYL 4 asA\<s. \ 7600 East Orchard Raad,Suite 250 5 �, ` ' � I__fl_._... \\ FLAG NOTES LTHIS SHEET). Greenwood Village,CO 80111-2518 '41 I /;" � / / / "' 4�OOl : \\ TEND tei:303796.6000•Fax:303.796-6099 ' / OFFICE ' HALL __ .., HALL / / % O � 1-361 \ www.mkkeng.com / - WAY WAY _Y/ ;,/ / / HALLWAY STOFAGE o EXISTING CONDUIT ANDCONDUCTORS AS NE SARY TO NEW LOCATION.CE NEW LOCATION OF RELOCATED DUPLEX RECEPTACLE INTERCEPT AND EX�/ :..463- .. \ 1OFFfCE QFF 7 E / 0 IG / d it \ • FICE OFFICE// / € 0 / ��\ CES MKK Project Number: P018.01.0286 �` f4€?D681 4002 OIXI / — /�OfCE- :!// , — — / / 444; 1.4 / \\ 2. CONNECT NEW RECEPTACLES TO EXISTING CIRCUIT AS INDICATED _- 461 €4 6 453 r' ,•--_ 441} / 4 _ r / ' OF i c/e4... / r i / ,/ , ,,,, - / 1 II / 1 / / . :434; \\ ,, OFFIC— / / ;/ / CZ '� HALLWAY \\�. E / / YYYWWJAW4IWWY:.:. 17, —. 1 11�11 1 464 i X1111 1 1.111111.,�111 �` \ r � . 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PANTRY -__ i/ ©MMS / / OFFICE / _ 4OBC {400L /O IC� - / // T ,_....... ` OFFICE OFFICE �' ,7 \ / 1405.i / _ OFFICE OFFICI 1 / / " 1170 I-. ,K1e HALLWAY 4_27;` y OF CE ,/ i' 4(78 3 411 r 4x2 / 141 i / -. 1 _ �I. -I / '4001 * __ - —._ - X11111111,ud11YL111Ju11111 .. -�:3'i \.�. �`, 1 _ / ..... // '(;)/ HALLWAY / / / f / /� ! / / / ; / ` l a HALLWAY (y i f ) `_..__� � E/ '' / 1� � '': Loont�nl _ FIC_ HALLWAY / in I FF^ , HALLWAY 42 x `c 4, ;400LL1 4001! ? / \ / nnm nli 11��1�111111.w11u 1 uw u uu 1I,.umily1n111. - 1w I1u1hd1 umw I ti ll.uw f r,1 u 1 a liluw 1. • f. .1 .1..1. - x i / 1 1 I' l / 1 / / / _ ; 4 I l ,,/ - , f" ; I i1 �f 13/3-11311-1r 1 . ..........,ii1.1 - 11\\ 11 / / / 1 i1, I;/ �' ..xwa,r.ara,1, k i / =1 / / ' A . 1 / / • —._. .:' Q ' FlC OFFICE �IFFICE = AFI--- OFFICE / / OFFICE OFFICE / FFI OFFICE OFFICE'" / OFF_ICE OFFIDE OFFICE i____ / I. 406.'6 407 ;409,I' [410? 4 414: ! 417 i 1418 4 420; 421 1_422 [423_ 424 00F L4251 i El //:// ' / / r ! , .l.i / HI 7 irttlf) / / /110 ., ;1! ,/ „ , .., / 1 / / , i .. s ii....17.,__,:,_,;;;_.;_:;.7.:.7.7„....:,:_.. . ..„„„:.:7,=_:_.::_.,, _.7.77.±.,,.,_.,___ .____,_,.:.„_,„___=:,.„:.:.:==.,_:„,._..... .... 1 1 1 111:” N POWER & SYSTEMS PLAN SCALE: 118" = 1'-0'1 LINCOLN CENTER CENTER #1006 10260 SW GREENBURG ROAD 4TH FLOOR PORTLAND, OR 97223 NO. REVISIONS: DATE: A A IA Cil A cn /\ al 0 Ci M w Et a LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 Ts BID ISSUE DATE: 10/05/18 J PERMIT ISSUE DATE: 10/05/18 CONSTRUCTION ISSUE DATE: XXlXX/18 ca EL' 0 TS 0 la t 0 0_ z) w DRAWING TITLE: 0 POWER & SYSTEMS PLAN 1 z' REFERENCE ONLY al NOT APPROVED WITH THIS PERMIT w n • DRAWING NUMBER: r °a cW in ma C-:).' E cci AE3 . 04:0 00e ci © N E= ; © 2018 idGROUP, LLC 8 PROJECT COORDINATOR/DESIGN CONSULTANT All 11111 411111 5TH FLOOR i d u 2. Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side. Plans reference page/section: 2641 1RVING BLVD. 4H14L1 4L2 DALLAS, TEXAS 75207 C1OMcheck Software Version 4.0.8.2 ❑ 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting TEL: 214-638-6800 in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft., automatic daylight controls is provided.Automatic I meri o r Lighting Comp 1 i a n ce daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, • while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a a_ ARCHITECT/ENGINEER • ■ single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e.,north,east, 0 u u 100- Certificatesouth.west). Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration, 200A3P 100A3P Exception(s): 200A 100A a Retail spaces adjacent to vertical glazing(retail spaces under overhead glazing are not exempt). FUSED FUSED 4TH FLOOR Section 1: Project Information ] Display,exhibition and specialty lightingA miKK Energy Code: 2014 Oregon Energy Efficiency Specialty Code Li HID lamps 150 watts or less. Row,.., o\ v Project Title: USpaces required to have occupancy sensors. Project Type:AlterationIAEG CONSULTING ENGINEERS,INC. *1 Plans referencea e/section: Mechanical,Construction Site: Owner/Agent: Designer/Contractor: p g PARTIAL ELECTRICAL ONE-LINE DIAGRAM Electrical& Energy Consultants 4. Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and 7600 East Orchard Road,Suite 250-S each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are NO SCALE Greenwood Village,CO 80111-2518 a remote switch that identifies the lights served and indicates their status, tel:303.796.6000•Fax:303.796.6099 Section 2: Interior Lighting and Power Calculation Exception(s): NOTE: ELECTRICAL ONE-LINE DIAGRAM IS SHOWN FOR INFORMATION ONLY. www.mkkeng.com NO NEW WORK IS REQUIRED. MKK Project Number: P018.01,0286 A B C D Li Lighting systems serving areas designated as security or emergency areas that must be continuously lighted. Area Category Floor Area Allowed Allowed Watts U Lighting in public areas such as concourses,stairways or corridors that are elements of the means of egress with switches that (ft2) Watts 1 ft2 (B x C) are accessible only to authorized personnel. Common Space Types:CorridorlTransition(Ceiling Height 9 ft.) 3660 0.41 1501 ;_j Lighting for warehouses,parking garages or spaces using less than 0.5 watts per square foot. FEEDER SCHEDULE Common Space Types:Restrooms(Ceiling Height 9 ft.) 417 0.82 342 J Lighting for contiguous,single-tenant retail spaces. Common Space Types:Office-Enclosed(Ceiling Height 9 ft.) 286 0.97 277 Common Space Types:Lobby(Ceiling Height 9 ft.) 623 0.9 561 Plans reference page/section: CD WIRE AND CONDUIT SIZE SEAL Common Space Types:Lounge/Recreation(Ceiling Height 9 ft.) 715 0.73 522 rj5. Sleeping unit controls.Master switch at entry to hotel/motel guest room. Total owe Watts= 3203 1 (4#310+#6G)2-112"C Plans reference page/section: 2 2[(4#310+#3G)2-112"C] SSD PROF Section 3: Interior Lighting Fixture Schedule 6. Egress lighting.Egress illumination is controlled bya combination of listed emergency relayand occupancy sensors to shut off during �(� FS' 9 9 g 9 9 Y P Y 5< NC'1NBr `r�i periods that the building space served by the means of egress is unoccupied. e. A B C D E Exception(s): 4 l 9 11 Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X 0) • Fixture Fixtures Watt, j Building exits as defined in Section 1002 of the Oregon Structural Specialty Code. 111(1,■ �, ,r'r ► ��,'+ Common Space Types:CorridorlTransition(3660 sq.ft.) Plans reference page/section: ,� r,� LED 1:A:Other: 1 29 36 1044 ,e OREGON gD 72 \sk 7. Additional controls. Each area that is required to have a manual control shall have additional controls that meet the requirements of -7 Q. LED 3:B:LED 2:C:Other: 1 Other 1 22 20 7 36 94Ci Sections 505.2.2.1 and 505.2.2.2. tic OBER Oa ;6 Common Space Types:Restrooms(417 sq.ft.) Plans reference page/section: Fla E N� LED 4:A:Other: 1 6 36 216 8, Light reduction controls. Each space required to have a manual control also allows for reducingthe connected lighting load byat least 6,1301161 , ❑ g P q 9 9 „ n EXPIRES: 1�/!� 1� Linear Fluorescent 1:(e):48"T8 32W: Electronic: 1 2 32 64 50 percent by either PANEL 4 L 1 �1] EXISTING Common Space Types:Office-Enclosed(286 sq.ft.) 1)controlling(dimming or multi-level switching)all luminaires;or 120 / 208 VOLT 3 PHASE 4 WIRE SERVICE OCT 1 1 2018 LED 5:A:Other: 1 4 36 144 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or 225 AMP GROUND BUS Common Space Types:Lobby(623 sq.ft.) 3)switching the middle lamp luminaires independently of other lamps;or 4)switching each luminaire or each lamp. 10000 AIC 100 MAIN LUGS ONLY 100% NEUTRAL BUS FLUSH MOUNTED PROJECT NO.: 2018.01.0159 LED 6:C:Other 1 19 20 380 Except/or-4s): TISIO DRAWN BY: MMD TISIO LED 7:E:Other: 1 1 16 16 BY: Common Space Types:Lounge/Recreation(715 sq.ft.) laOnly one luminaire in space. DESCRIPTION L R MIAIEIH PHASE L R MIAIEIH DESCRIPTION CHECKED LED 8: D:Other: 1 2 48 96 An occupani sensing device controls the area. 400 1 A 2 20 1260 ; - /BOOTH Total Proposed Watts= 2972 NrSt The area is a corridor,storeroom, restroom,public lobby or sleeping unit. R-STE 47% 3 B 4 20 600 OSAF-4 [] Electrical and mechanical room. L HALL 550 5 C 6 20 M 830 EF Section 4: Requirements Checklist u Areas that use less than 0.6 Watts/sq.ft. R-475 540 7 A 8 20 720 R-OFFICES L-R CONE 500 540 9 B 10 20 720 R-OFFICES • In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks Plans reference page/section: identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference pagelsection'identifies where in L RCE/'1 loll 200 11 C 12 0 540 l` OFFICES the pians/specs the requirement can be verified as being satisfied. ❑ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic L-LOBBY 200 13 A 14 0 540 R-OFFICES control device shall function on either: L-L 313BY 200 15 B 16 21) 720 R OFFICES Lighting Wattage: 1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not 1 Total proposed watts must be less than or equal to total allowed watts. exceed 10,000 square feet and are not more than one floor;or L-LOBBY 200 17 C 18 20 720 R-OFFICES Allowed Wattage:3203 Proposed Wattage:2972 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or COPIER 2 19 A 20 20 720 R-OFFICES Complies:YES 3)a signal from another control or alarm system that indicates the area is unoccupied. COPIER E 21 B 22 `:0 540 R-OFFICES Mandatory Requirements: R-OFFICES 360 23 C 24 720 R-OFFICES R-STAFF 72- 25 A 26 . ) 540 R-CONF R-OFFICES 720 27 B 28 20 E 500 COPIER Project Title: Report date: 09/27/18 Project Title: Report date: 09/27/18 R-OFFICES 720 29 C 30 20 360 R-COPY ROOM Data filename: Untitled.cck Page 1 of 4 Data filename: Untitled.cck Page 2 of 4 R-OFFICES 540 31 A 32 20 720 R-OFFICES R•-OFFICES 54% 33 B 34 20 720 R-OFFICES R-OFFICES 35 C 36 72 540 R-OFFICES Exception(s): Plans reference page/section: P-OFFICES 720 37 A 38 540 R-OFFICES X • Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. I- 1=.i 18.Each dwelling unit in a building is metered separately. RMFFIt.ES 720 39 B 40 720 R-t 7F1=1C Els Plans reference page/section: R-OFFICES 720 41 C 42 540 R-OFFICES 011111 Plans reference page/section: ❑ 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. M LOADS IN M 830 Plans reference page/section: Lighting Il Interior Li tatin PASSES A TOTAL TOTAL 2250 7920 A VOLT-AMPERES 1884 E 1000 IE 1300 ' 11.An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. CONNECTED D.F. DEMAND I Exception(s): Section 5: Compliance Statement =1 LIGHTING 2.3 1.25 2.8 CONNECTED 40.6 KVA ( Classrooms and lecture halls. RECEPT. (FIRST 10 ❑ Conference,meeting and training rooms. Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and KW) 10.0 1.00 10.0 DESIGN 36.0 KVA other calculations submitted with this permit application,The proposed lighting system has been designed to meet the 2014 Oregon Energy RECEPT. (REMAINDER) 21.1 0.50 10.5 DEMAND 30.0 KVA I] Employee lunch and break rooms. Efficiency Specialty Code requirements in COMcheck Version 4.0.8.2 and to comply with the mandatory requirements in the Requirements MOTORS 1.00 SPARE 6.1 KVA © Rooms used for document copying and printing. NISL Checklist. !7 LARGEST MOTOR 0.8 1.25 1.0 CONNECTEDIII Office spaces up to 300 square feet. �( � NIX Restrooms. MATT DEMERY- ELECTRICAL PROJECT DESIGNER 1, 09/26/2018 APPLIANCES 2.5 0.65 1.6 PHASE A 14.1 KVA EQUIPMENT 4.0 1.00 4.0 PHASE B 13.3 KVA Li Dressing,fitting and locker roams, Name-Title Signature Date HEATING 1.00 PHASE C 13.2 KVA Plans reference page/section: TRANSFORMER 1.00 7 D 4 Om Li 12.Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a OTHER 1.00 A TO B 93.8% space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and B TO C 99.5% supply rooms up to 1000 square feet. • NOW C TOA 93.4% Plans reference page/section: Li 13.Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device TOTAL 40.6 KVA 30.0 KVA ALL CIRCUIT BREAKERS that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or LOAD 112.7 AMPS 83.2 AMPS ARE 20 AMP, 1 POLE so that the area being lit is annunciated, 3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an DESIGN 100.0 AMPS UNLESS NOTED OTHERWISE 11::e override is initiated,and 5)controls an area not exceeding 2,000 square feet. II I Exception(s): SPARE 16.8 AMPS SP = SPACE SPR = SPARE J In malls and arcades,auditoriums,single-tenant retail spaces, industrial facilities and arenas,where captive-key override is • utilized,override time is permitted to exceed 2 hours. L = LIGHTING R= RECEPTACLE M = MOTOR T=TRANSFORMER H = HEATING a In malls and arcades,auditoriums,single-tenant retail spaces,industrial facilities and arenas,the area controlled shall not exceed S = SUBFEED E = EQUIPMENT A =APPLIANCE 0= OTHER 20,000 square feet. Plans reference page/section: ,a a;l c-ze.. i; A.L�?za?4@_3�� . r..W._€?j,rxv;<<a.f:L'A=..;, rzN.L? ��ti _L`;. ELL) ii`v LOAD Pia..`,2, 14.Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. Exception(s): • • © Retail stores and associated malls,restaurants,grocery stores, places of religious worship,theaters and exterior lighting zones. j Single zone electronic time control devices and self-contained wall box preset lighting controls. Plans reference page/section: LUMINAIRE SCHEDULE [1 ] J 15.Exterior lighting controls. Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a photosensor and a time switch,or an astronomical time switch. Lighting designated for dusk-to-dawn operation shall be controlled by an astronomical time switch or photosensor SOURCE INPUT INPUT Plans reference page/section: KEY TYPE DESCRIPTION LOAD VOLTAGE TYPE MOUNTING MANUFACTURER AND CATALOG NUMBER NOTES 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: TYPE LUMENS C ) CRI (VA) (V) LINCOLN CENTER 1.Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet center-to-center of each other. 2'x4' RECESSED LED DIRECT/INDIRECT JUNO LIGHTING: INDY CENTER #1006 2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted A LED 3900 3500 80+ 36.0 UNIV - RECESSED SP33717-3935U-WH3 within 1 foot edge-to-edge of each other. 102 S V V G R E E N E I V(RG Exception(s); B LED 3900 3500 80+ 2'X2' RECESSED LED DIRECT/INDIRECT 36.0 UNIV - RECESSED JUNO LIGHTING: INDY V60 Li Where electronic high-frequency ballasts are used. SP33718-3935U-WH3 ROAD Ei Luminaires on emergency circuits. Li C LED 1400 3500 80+ 6" RECESSED LED D WNL/ HT - JUNOLIGHTING: Luminaires with no available pair in the same area. 20.0 UNIV RECESSED SP34667-35K-U-27I-IZ-WH 4TH FLOOR Plans reference page/section: 13" DECORATIVE PENDANT WITH LED BULB - TECH LIGHTING: HUTCH PENDANT D LED 1807 3000 80+ 48.0 UNIV PENDANT 700HTCP-25-W-LEDHI930 PORTLAND, OR 97223 V. Li 17.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. E LED 1280 2700 80+ MULTI-LAMP DECORATIVE LED CHANDELIER 16.0 120 PENDANT TECH LIGHTING: GAMBIT CHANDELIER NO. REVISIONS: DATE: 700GMB-C-S-LED927 CI LUMINAIRE SCHEDULE GENERAL KEY A o NOTES: 1. LOWER CASE "x" IN PRODUCT NUMBER INDICATES EITHER:A. COLOR OR FINISH 1. FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS. TO BE SPECIFIED BY ARCHITECT, B. FIXTURE LENGTH TO BE AS INDICATED ON `n -J DRAWINGS, OR C. TO BE SPECIFIED BY OTHERS OR TO BE DETERMINED. A¢ 3. CATALOG NUMBERS MAY BE INCOMPLETE. CONTRACTOR TO PROVIDE ALL WA�___.__.__ .._______..__._. ._..__-_..-... �__._... Project Title: Report date: 09/27/18 Project Title: Report date: 09127118 ACCESSORIES, ETC. FOR A FULLY FUNCTIONAL LUMINAIRE AND CONTROLS Data filename: Untitled.cck Page 3 of 4 Data filename: Untitled.cck Page 4 of 4 SYSTEM THAT MEETS THE INTENT OF THE DRAWINGS. o E 0 ru LU 113A I o z LANDLORD REVIEW ISSUE DATE: 10/05/18 `` TENANT REVIEW ISSUE DATE: 10/05/18 a ee BID ISSUE DATE: 10/05/18 PERMIT ISSUE DATE: 10/05/18 CD CONSTRUCTION ISSUE DATE: XX/XX/18 P Ec .. 0 v c o b" 0 rt. e, • 03 ioDRAWING TITLE: 0 ELECTRICAL DETAILS & NOT R RENCE O SCHEDULES • v p pRQ� STH T N EY a cj iT DRAWING NUMBER: X en c ca E n.'€ ,,iwr as E4 . 0 o m Q - U © 2018 idGROUP, LLC § a PROJECT COORDINATOR/DESIGN CONSULTANT DIVISION 16-ELECTRICAL SPECIFICATION SECTION 16060-GROUNDING AND BONDING SECTION 16120-CONDUCTORS AND CABLES 600-V AND LESS SECTION 16140-WIRING DEVICES SECTION 16720-FIRE ALARM SYSTEM, NON-CODED ADDRESSABLE , , SECTION 16010-BASIC ELECTRICAL REQUIREMENTS. 1. CONDUIT SYSTEMS, SUPPORTS, CABINETS, EQUIPMENT,TRANSFORMERS, 1. MINIMUM SIZE NO. 12 EXCEPT FOR CONTROL OR SIGNAL CIRCUITS,WHICH 1. RECEPTACLES SHALL BE 20 AMP HUBBELL HBL5352 SERIES SPECIFICATION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FIXTURES,THE GROUNDED CIRCUIT CONDUCTOR, ETC. SHALL BE PROPERLY MAY BE NO. 14 OR SMALLER. INCREASE CONDUCTOR SIZE AS NECESSARY TO GRADE,OR ACCEPTABLE. GFI AND EXTERIOR RECEPTACLES SHALL BE INSTALLATION OF THE FIRE ALARM SYSTEM IN COMPLIANCE WITH THESE - 1. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR GROUNDED IN ACCORDANCE WITH THE CURRENT ISSUE OF THE NATIONAL LIMIT BRANCH CIRCUIT VOLTAGE DROP TO 3 PERCENT AND SERVICE/FEEDER HUBBELL GF5352 SERIES, OR ACCEPTABLE AND IF REQUIRED PROVIDE WP IN SPECIFICATIONS, NFPA 72,AND LOCAL CODES.THE CONTRACTOR SHALL COMPLETION OF ALL ELECTRICAL SYSTEMS DESCRIBED HERE IN.ALL ELECTRICAL CODE. PROVIDE ALL BONDING JUMPERS AND WIRE, GROUNDING VOLTAGE DROP TO 2 PERCENT. USE METAL TYPE COVER, OR ACCEPTABLE. PROVIDE DEVICE COLOR AS PREPARE FIRE ALARM SYSTEM DRAWINGS SEALED BY A FIRE PROTECTIONU ELECTRICAL EQUIPMENT AND MATERIAL SHALL BE INSTALLED IN BUSHINGS,CLAMPS, ETC.AS REQUIRED FOR COMPLETE GROUNDING. DIRECTED BY THE ARCHITECT, OR TO MATCH BASE BUILDING STANDARDS, ENGINEER FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION AND TO ' d , 1t. ;z . �`' ACCORDANCE WITH REQUIREMENTS, GOVERNING AUTHORITIES,AND IN A 2. ALL WIRING SHALL BE AS FOLLOWS: WHICHEVER IS APPLICABLE. BE USED FOR CONSTRUCTION AS PART OF THEIR SCOPE OF WORK. NEAT AND WORKMEN LIKE MANNER BY SKILLED AND COMPETENT A. CONNECTIONS SHALL BE EITHER BOLTED-PRESSURE-TYPE, 2641 IRVING BLVD. ELECTRICIANS IN CONFORMANCE WITH THE STANDARD PRACTICES OF THE COMPRESSION TYPE OR EXOTHERMIC-WELDED TYPE. A. BRANCH CIRCUITS CONCEALED IN CEILINGS,WALLS,AND PARTITIONS, 2. AC QUIET OPERATING TYPE SWITCHES SHALL BE 120/277-V,20 AMP HUBBELL A. RELOCATE EXISTING FIRE ALARM DEVICES AND PROVIDE NEW DEVICES DALLAS,TEXAS 75207 ELECTRICAL INDUSTRY. ALL ELECTRICAL SYSTEMS SHALL BE COMPLETE AND AND CONCEALED IN CONCRETE OR BELOW SLABS-ON-GRADE:TYPE 1221 SERIES, OR ACCEPTABLE. PROVIDE DEVICE COLOR AS DIRECTED BY THE AS SHOWN. TEL: 214-638-6800 OPERATIONAL TO THE BENEFIT OF THE OWNER. 2. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. ARCHITECT, OR TO MATCH BASE BUILDING STANDARDS,WHICHEVER IS AND BRANCH CIRCUITS AND ALL FLEXIBLE AND NONMETALLIC RACEWAYS. APPLICABLE. B. PROVIDE ALL NECESSARY CONDUIT AND WIRING TO EXTEND EXISTING A. GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO B. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS:TYPE SO, HARD BASE BUILDING FIRE ALARM SYSTEM AS NECESSARY. ARCHITECT/ENGINEER PROPER OPERATION. 3. GROUND ALL COMMUNICATIONS EQUIPMENT. ALL COMMUNICATION ROOMS, SERVICE CORD. 3. PROVIDE SPECIAL PURPOSE OUTLETS AS REQUIRED FOR EQUIPMENT IDF CLOSETS, ETC. SHALL BE PROVIDED WITH A 4"x12"COPPER GROUND BAR PROVIDED BY OTHERS. 2. THE FIRE ALARM SYSTEM INSTALLATION SHALL COMPLY WITH NFPA 72,ALL B. THE CONTRACTOR SHALL PROVIDE ALL FORSEEABLE ELECTRICAL BONDED TO THE MAIN ELECTRICAL SERVICE OR BUILDING STEEL PER C. FIRE ALARM CIRCUITS: TYPE THHN-THWN, IN RACEWAY OR OTHER CODE REQUIREMENTS AND LOCAL AUTHORITY REQUIREMENTS. EQUIPMENT AND ACCESSORIES NECESSARY,WHETHER SPECIFICALLY ANSI-J-STD-607-A. POWER-LIMITED, FIRE-PROTECTIVE, SIGNALING CIRCUIT CABLE,TYPE 4. DEVICE PLATES SHALL BE HIGH ABUSIVE NYLON, COLOR TO MATCH DEVICE, `", STATED OR NOT,TO MAKE THE REQUIRED ELECTRICAL SYSTEMS NPLFP OR PLFP. OR TO MATCH BASE BUILDING STANDARDS,WHICHEVER IS APPLICABLE. 3. MANUAL PULL STATIONS: DOUBLE-ACTION WITH STATION RESET TO MATCH COMPLETE AND OPERATIONAL. 4. GROUNDING CONDUCTOR MATERIAL: COPPER. EXISTING.AN INTEGRAL ADDRESSABLE MODULE SHALL BE PROVIDED TO Wi K Et ' n;,,, D. CLASS 1 CONTROL CIRCUITS: TYPE THHN-THWN, IN RACEWAY. 5. MOUNT DEVICES IN ACCORDANCE WITH THE FOLLOWING SCHEDULE EXCEPT COMMUNICATE WITH THE FACP AND IF APPLICABLE A REMOTE ANNUNCIATOR. 2. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 16070-HANGERS AND SUPPORTS WHERE OTHERWISE NOTED ON THE DRAWINGS OR IN AREAS WITH CONSULTING ENGINEERS,INC. t® 1EG THE GENERAL CONDITIONS,SUPPLEMENTAL GENERAL CONDITIONS OF THE E. CLASS 2 CONTROL CIRCUITS: TYPE THHN-THWN, IN RACEWAY OR COUNTERS, BASEBOARD HEATERS OR IN AREAS OF BLOCK OR BRICK A. INSTALL SUCH THAT HANDLE IS 48 INCHES ABOVE FINISHED FLOOR. PROJECT SPECIFICATIONS,ANY BASE BUILDING SPECIFICATIONS AND 1. PROVIDE HANGERS AND SUPPORTS FOR EQUIPMENT, RACEWAYS AND POWER-LIMITED CABLE, CONCEALED IN BUILDING FINISHES. CONSTRUCTION: Mechanical, Electrical&Energy Consultants BUILDING CRITERIA,AND ALL CONTRACT SPECIFICATIONS AND DOCUMENTS. CABLES, INCLUDING WEIGHT OF WIRE IN RACEWAYS. ALL SYSTEMS CABLING 4. SMOKE DETECTORS: PHOTOELECTRIC TYPE WITH INTEGRAL LED LIGHT TO 7600 East Orchard Road,Suite 250-S SHALL BE SUPPORTED BY BRIDAL RINGS OR SIMILAR MEANS. 3. ALL CONDUCTORS SHALL BE COPPER; SOLID CONDUCTOR FOR NO.12 AWG CONVENIENCE RECEPTACLES: LONG AXIS VERTICAL AT l'-6"AFF TO CENTER* MATCH EXISTING . Greenwood Village,CO 80111-2518 3. DEFINITIONS AND STANDARDS: AND SMALLER, STRANDED FOR NO. 10 AWG AND LARGER. LIGHT SWITCHES: LATCH SIDE OF DOOR AT 4'-0"AFF TO CENTER tel:303.796.6000 www.mkkeng.com 03.796.6099 om 2. USE HOT-DIPPED GALVANIZED MATERIAL OR NONMETALLIC, U-CHANNEL TELEPHONE OUTLETS: LONG AXIS VERTICAL AT 1'-6"AFF TO CENTER* 5. DUCT SMOKE DETECTORS: PHOTOELECTRIC TYPE WITH AIR SAMPLING TUBES MKK Project Number: P018.01.0286 A. "PROVIDE"MEANS CONTRACTOR IS RESPONSIBLE FOR THE FURNISHING SYSTEMS FOR ALL DAMP AND OUTDOOR LOCATIONS. 4. SPLICES FOR NO.6 AWG AND SMALLER SHALL BE MADE WITH TWIST-ON WIRE EXTENDING THE FULL LENGTH OF THE DUCT TO MATCH EXISTING. AND INSTALLATION OF. CONNECTORS. *EXCEPT IN AREAS WITH COUNTERS, BASEBOARD HEATERS,OR IN AREAS DETECTORS SHALL BE PROVIDED WITH AN INTERFACE TO THE AIR HANDLING 3. STEEL MATERIAL SHALL BE USED FOR DRY LOCATIONS. OF BLOCK OR BRICK CONSTRUCTION. UNIT CONTROL FOR SHUT DOWN OF THE UNIT WHEN SMOKE IS DETECTED. B. "EXPOSED"MEANS WHERE IT CAN BE SEEN AFTER THE BUILDING IS 5. SPLICES FOR NO.4 AWG AND LARGER SHALL BE MADE WITH SOLDERLESS OR COMPLETED SUCH AS IN EQUIPMENT ROOMS, UNFINISHED AREAS, SECTION 16075-ELECTRICAL IDENTIFICATION COMPRESSION TYPE CU/ALR LUGS. 6. COMBINATION DEVICES: FACTORY-INTEGRATED AUDIBLE AND VISUAL ACCESSIBLE TUNNELS, ETC.WHERE CONDUIT/EQUIPMENT IS SECTION 16145-LIGHTING CONTROL DEVICES DEVICES IN A SINGLE-MOUNTING ASSEMBLY TO MATCH EXISTING. ACCESSIBLE. 1. PROVIDE LABELING FOR RACEWAYS AND CABLES. 6. WIRING FOR CONTROL SYSTEMS SHALL BE INSTALLED IN CONJUNCTION WITH SEAL MECHANICAL AND MISCELLANEOUS EQUIPMENT. 1. OCCUPANCY SENSORS:AS SPECIFIED ON THE DRAWINGS. A. HORNS TO MATCH EXISTING. HORNS SHALL PRODUCE THE ANSI C. "CONCEALED"MEANS WHERE IT CANNOT BE SEEN AFTER THE BUILDING IS 2. PROVIDE ENGRAVED NAMEPLATES FOR ALL ELECTRICAL CABINETS, TEMPORAL PATTERN AT A SOUND-PRESSURE LEVEL OF 85 dB,MEASURED COMPLETED SUCH AS IN SPACES AS CHASES,TRENCHES,ABOVE ENCLOSURES, PANELBOARDS, DISTRIBUTION EQUIPMENT, ELECTRICAL 7. INSTALL CONDUCTOR AT EACH OUTLET,WITH AT LEAST 6 INCHES OF SLACK 2. TESTING: SET AND OPERATE DEVICES TO DEMONSTRATE THEIR FUNCTIONS 10 FEET FROM THE HORN PER UL 464.TEMPORAL PATTERN SHALL BE PROF CEILINGS, IN WALLS AND BURIED WHERE CONDUIT/WIRE IS INACCESSIBLE EQUIPMENT, BOXES, ETC. NAMEPLATES SHALL BE ENGRAVING STOCK, TO ALLOW FOR CONNECTION TO DEVICE. AND CAPABILITIES IN A METHODICAL SEQUENCE THAT CUES AND SYNCHRONIZED. c,Q.E� FS WHEN BUILDING IS COMPLETED. MELAMINE PLASTIC LAMINATE, MINIMUM 1/8 INCH THICK FOR SIGNS UP TO 20 REPRODUCES ACTUAL OPERATING FUNCTIONS. .j ,NGINEF,9 `r/i SQ. IN AND 1/4 INCH THICK FOR LARGER SIZES WITH BLACK LETTERS ON A 8. TESTING: PERFORM THE FOLLOWING FIELD QUALITY-CONTROL TESTING: B. VISUAL ALARM DEVICES TO MATCH EXISTING SHALL BE LISTED UNDER UL 45 • la D. STANDARDS FOR MATERIALS: ALL MATERIALS SHALL BE NEW EXCEPT AS WHITE FACE OR AS REQUIRED BY CODE OR OWNER. SECTION 16180-EQUIPMENT WIRING SYSTEMS 1971 WITH CLEAR POLYCARBONATE LENS.THE WORD"FIRE"SHALL BE • '" OTHERWISE STATED,AND SHALL CONFORM WITH THE CURRENT A. TORQUE TEST CONDUCTOR CONNECTIONS AND TERMINATIONS TO ENGRAVED IN MINIMUM 1 INCH HIGH LETTERS ON FACEPLATE.STROBES j t / 4 1 4 APPLICABLE INDUSTRY STANDARDS, NEMA STANDARDS AND 3. COLOR CODING OF PHASE CONDUCTORS: MANUFACTURER'S RECOMMENDED VALUES. 1. PROVIDE BRANCH CIRCUITS TO EQUIPMENT PROVIDED BY OTHERS AND TO SHALL COMPLY WITH NFPA 72 REQUIREMENTS FOR FLASH FREQUENCY UNDERWRITERS'LABORATORIES STANDARDS. MECHANICAL EQUIPMENT AND MAKE ALL CONNECTIONS. TEMPERATURE AND SHALL BE SYNCHRONIZED. PROVIDE CANDELA LEVEL AS REQUIRED OREGON q� A. CONDUCTORS NO. 8 AWG AND SMALLER SHALL BE FACTORY COLOR B. PERFORM CONTINUITY TEST ON ALL POWER AND EQUIPMENT BRANCH CONTROL EQUIPMENT WIRING AND CONNECTIONS SHALL BE PROVIDED BY TO SUITE THE SPACE IN WHICH IT IS INSTALLED. 14,4MBER '32" " ( 4. COORDINATE AND ORDER THE PROGRESS OF ELECTRICAL WORK TO CODED. WIRE NO.6 AWG AND LARGER MAY BE COLOR CODED BY FIELD CIRCUIT CONDUCTORS.VERIFY PROPER PHASING CONNECTIONS. THE MECHANICAL CONTRACTOR. U'FLA E Nv) CONFORM TO THE OWNER'S SCHEDULE AND THE PROGRESS OF THE WORK PAINTING OR COLOR TAPING A 6-INCH LENGTH OF EXPOSED END. C. VISUAL DEVICES SHALL BE MOUNTED NOT LESS THAN 80 INCHES ABOVE OF THE OTHER TRADES. 2. PROVIDE SAFETY SWITCHES AND/OR THERMAL OVERLOAD SWITCHES AS THE FINISHED FLOOR OR 6 INCHES BELOW CEILING,WHICHEVER IS /��fj� A B. WIRING FOR CONTROL SYSTEMS SHALL BE COLOR-CODED IN SECTION 16130-RACEWAYS REQUIRED. LOWER. EXPIRES: l ^^''�' 1 1 5. APPLY FOR AND PAY FOR ALL PERMITS, FEES, LICENSES AND INSPECTIONS ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE FOR THIS DIVISION OF WORK. EQUIPMENT. 1. ALL CONDUCTORS SHALL BE ENCLOSED BY CONDUIT SIZED IN ACCORDANCE 3. HEATER UNITS IN ALL MOTOR STARTERS SHALL BE SIZED FOR 7. LED INDICATING LIGHTS WITH INTEGRAL TEST SWITCH SHALL BE PROVIDED CCI 1 1 2013 WITH CHAPTER 9,TABLE 4 OF THE NATIONAL ELECTRICAL CODE. MINIMUM APPROXIMATELY ONE HUNDRED FIFTEEN PERCENT(115%)OF FULL LOAD FOR DETECTORS THAT MAY NOT BE READILY VISIBLE. LIGHT SHALL BE 6. PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. 277/480 VOLTS 120/208 VOLTS SIZE 1/2 INCH.ALL CONDUITS SHALL BE CONCEALED IN FINISHED AREAS. MOTOR CURRENT. CHECK AND COORDINATE ALL THERMAL PROTECTIVE CONNECTED TO TURN ON STEADY WHEN THE ASSOCIATED DEVICE IS IN AN PROJECT NO.: 2018.01.0159 PHASE A: BROWN PHASE A: BLACK DEVICES WITH THE EQUIPMENT THEY PROTECT. ALARM OR TROUBLE MODE. DEVICE SHALL MOUNT IN A SINGLE GANG DRAWN BY: MMD 7. VISIT THE PROJECT BEFORE SUBMITTING A BID AS NO EXTRAS WILL BE PHASE B: ORANGE PHASE B: RED 2. ELECTRICAL METALLIC TUBING(EMT)SHALL BE UTILIZED FOR ALL DRY,ABOVE STAINLESS STEEL PLATE. A RED, LAMINATED, PHENOLIC-RESIN CHECKED BY: AEH ALLOWED FOR LACK OF KNOWLEDGE OF OBVIOUS EXISTING CONDITIONS. PHASE C: YELLOW PHASE C: BLUE GRADE OR ABOVE FLOOR FEEDERS AND BRANCH CIRCUIT HOMERUN 4. PROVIDE FOR EACH MOTOR, ONE-HALF(1/2)HORSEPOWER AND BELOW,A IDENTIFICATION PLATE AT THE INDICATING LIGHT SHALL IDENTIFY, IN NEUTRAL: GRAY NEUTRAL: WHITE APPLICATIONS IN ACCORDANCE WITH ARTICLE 358 OF THE NATIONAL HORSEPOWER RATED DISCONNECT SWITCH AND THERMAL OVERLOAD ENGRAVED WHITE LETTERS, DEVICE INITIATING THE SIGNAL AND ROOM 8. DRAWINGS ARE DIAGRAMMATIC IN NATURE.TAKE ALL DIMENSIONS FROM GROUND: GREEN GROUND: GREEN ELECTRICAL CODE. COUPLINGS SHALL BE STEEL SET SCREW TYPE. PROTECTION UNLESS INTERNALLY PROVIDED WITH THE MOTOR. THERMAL WHERE THE DEVICE IS LOCATED. ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM TRAVELERS: PURPLE TRAVELERS: PINK OVERLOAD SWITCHES FOR SINGLE PHASE MOTORS SHALL BE THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK. 3. METAL-CLAD CABLE(MC)WITH SEPARATE GROUND CONDUCTOR SHALL BE ALLEN-BRADLEY BULLETIN 600 OR ACCEPTABLE. 8. THE FIRE ALARM CONTROL PANEL(FACP)AND ANNUNCIATOR PANEL(FAAP): SECTION 16080-ELECTRICAL TESTING PERMITTED FOR ALL CONCEALED,ABOVE GRADE OR ABOVE FLOOR BRANCH EXISTING TO REMAIN. 9. COMPLY WITH THE LATEST FEDERAL, STATE AND LOCAL CODES CIRCUIT APPLICATIONS EXCLUDING HOMERUNS IN ACCORDANCE WITH 5. CAREFULLY COORDINATE ALL ELECTRICAL WORK WITH ALL OTHER REQUIREMENTS,AND ORDINANCES,WITH THE NATIONAL ELECTRICAL CODE 1. PROVIDE TESTING OF ALL ELECTRICAL SYSTEMS AND COMPONENTS AS ARTICLE 330 OF THE NATIONAL ELECTRICAL CODE. CONNECTORS SHALL BE APPLICABLE DIVISIONS. A. UPGRADE AND REPROGRAM EXISTING FACP SOFTWARE TO REFLECT OF THE NATIONAL FIRE PROTECTION ASSOCIATION,AND WITH REQUIREMENTS REQUIRED BY ALL APPLICABLE BUILDING CODES AND ORDINANCES, UL, NEMA, LISTED FOR APPLICATION OF SERVICE INDICATED. REMODEL CONDITIONS AS REQUIRED THROUGH A SUBCONTRACTOR TO A OF THE POWER AND TELEPHONE COMPANIES FURNISHING SERVICES TO THE ANSI, ICEA, NECA, ETC.,AND AS RECOMMENDED BY THE ELECTRICAL FACTORY AUTHORIZED INSTALLER. PROJECT. THE FOLLOWING IS A BRIEF LIST OF APPLICABLE CODES: EQUIPMENT MANUFACTURERS. 4. FLEXIBLE METAL CONDUIT SHALL BE UTILIZED FOR ALL CONNECTIONS TO SECTIONS 16511 -INTERIOR LIGHTING VIBRATING EQUIPMENT SUCH AS MOTORS (MINIMUM OF 2'-0", MAXIMUM OF B. REVISE FAAP CONFIGURATION AND INFORMATION TO REFLECT REMODEL A. NFPA NO.70-NATIONAL ELECTRICAL CODE, LATEST EDITION SECTION 16095-DEMOLITION FOR REMODELING 6'-0"), CONNECTIONS TO LAY-IN TYPE LIGHT FIXTURES OR IN REMODEL AREAS 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE CHANGES. SPECIFICALLY NOTED FOR"FISHING"IN EXISTING WALLS OR NON-ACCESSIBLE PRODUCTS BY THE MANUFACTURERS SPECIFIED ON THE DRAWINGS OR B. NFPA NO.72-FIRE ALARM, LATEST EDITION 1. FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE AN CEILINGS. PROVIDE PRODUCTS FROM MANUFACTURERS WITH SIMILAR CONSTRUCTION 9. EMERGENCY POWER SUPPLY SYSTEM EXISTING TO REMAIN. ALLOWANCE FOR THE REMOVAL AND RELOCATION OF EXISTING CONDUITS, AND PHOTOMETRIC CHARACTERISTICS. C. NFPA NO. 101 -LIFE SAFETY CODE, LATEST EDITION WIRES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED OR AS 5. SURFACE METALLIC RACEWAYS SHALL BE LIMITED TO ONLY AREAS A. PROVIDE NEW BATTERY CALCULATIONS AS PART OF THE SHOP DRAWING REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SPECIFICALLY NOTED AND OF SIZE AND TYPE SPECIFIED ON THE DRAWINGS. 2. EXIT LIGHTS SHALL CONFORM TO LOCAL CODE REQUIREMENTS. SUBMITTAL AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. D. IBC&UBC, LATEST EDITION SYSTEMS TO ALL OTHER WORK REQUIRED ON THIS PROJECT. NO EXTRAS WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED 6. ALL CONDUITS EXPOSED OR CONCEALED SHALL BE ROUTED PARALLEL OR 3. INTERIOR EMERGENCY FLUORESCENT POWER SUPPLY UNITS SHALL BE 10. PROVIDE CONTROL AND/OR MONITOR MODULES FOR DEVICES SUCH AS E. LOCAL BUILDING CODES, LATEST EDITION TO ACHIEVE THE END RESULT AS INDICATED ON THE DRAWINGS. PERPENDICULAR WITH THE BUILDING WALLS. SUPPORT CONDUIT AS SELF-CONTAINED, MODULAR, BATTERY-INVERTER UNIT FACTORY MOUNTED FIRE/SMOKE DAMPERS, ETC.AS REQUIRED.ADDRESSABLE MODULES SHALL REQUIRED BY THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. WITHIN LUMINAIRE BODY,AND SHALL COMPLY WITH UL 924. BE LOCATED WITHIN 3'-0"OF THE MONITORED SWITCH OR CIRCUIT. 10. ALL EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE 2. WHERE THE REUSE OF EXISTING CONDUITS, OUTLETS,JUNCTION BOXES, AND ACCEPTABLE FOR INSTALLATION ONLY IF LABELED OR LISTED AS ETC., IS PERMISSIBLE, MAKE CERTAIN THAT THE WIRING FOR THEM IS SECTION 16137-BOXES, ENCLOSURES AND CABINETS 4. SET LUMINAIRES LEVEL, PLUMB,AND SQUARE WITH CEILING AND WALLS,AND 11. DIGITAL ALARM COMMUNICATOR TRANSMITTER EXISTING TO REMAIN. H DEFINED IN NFPA 70,ARTICLE 100, BY UL OR BY A RECOGNIZED TESTING CONTINUOUS FROM OUTLET TO OUTLET AND THAT ALL SPLICES AND SECURE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND 1 ON LABORATORY WHERE STANDARDS HAVE BEEN ESTABLISHED AND INSULATIONS ARE IN GOOD CONDITION. PROVIDE MODIFICATIONS TO ASSURE 1. OUTLET BOXES: APPROVED SUBMITTAL MATERIALS. INSTALL LAMPS IN EACH LUMINAIRE. DO 12. FUNCTIONAL DESCRIPTION OF SYSTEM. ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LABELED OR LISTED THAT CIRCUITS,OR SYSTEM SHALL NOT PASS THROUGH OUTLETS OR NOT SUPPORT LUMINARIES TO THE WORK OF OTHER TRADES UNLESS 1 I EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ANY INSTRUCTIONS JUNCTION BOXES WHICH MAY BE RENDERED INACCESSIBLE BY CHANGES TO A. FOUR INCH SQUARE OR OCTAGONAL,ZINC-COATED SHEET STEEL TYPE. OTHERWISE SPECIFIED OR NOTED. ALL LUMINAIRES SHALL BE A. CONTROL OF SYSTEM: BY THE FACP. -Ar OR LABELING PROVIDED WITH THE EQUIPMENT. BE MADE TO THE PROJECT. EXISTING CONDUITS,WIRE, DEVICES, ETC., INDEPENDENTLY SUPPORTED FROM STRUCTURE. PROVIDE ALL NECESSARY WHICH SHALL BE REMOVED SHALL BECOME THE PROPERTY OF THE OWNER B. OUTLET BOXES SHALL BE LOCATED SO THAT TRANSMISSION OF SOUND ADDITIONAL SUPPORTS AND HANGERS TO SECURELY FASTEN AND SUPPORT B. SYSTEM SUPERVISION:AUTOMATICALLY DETECT AND REPORT OPEN 11. PROVIDE ALL CORE DRILLING, CHANNELING, CUTTING, PATCHING, SLEEVES, UNLESS OTHERWISE NOTED. TRHOUGH COMMON WALLS WILL NOT OCCUR. ALL LUMINAIRES TO STRUCTURE. CIRCUITS, SHORTS,AND GROUNDS OF WIRING FOR INITIATING DEVICES, I_ --- ETC.AS REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT. SEAL SIGNALING LINE,AND NOTIFICATION APPLIANCE CIRCUITS. HOLES, FIREPROOFING WHERE NECESSARY,AND REFINISH ALL REPAIR WORK 3. CONNECT NEW WORK TO EXISTING IN A MANNER THAT WILL ASSURE PROPER C. ENCLOSURES EXPOSED TO WEATHER OR DAMP LOCATIONS SHALL BE 5. INSPECT EACH INSTALLED LUMINAIRE FOR DAMAGE. REPLACE DAMAGED TO ORIGINAL CONDITION WHERE DAMAGED BY ELECTRICAL WORK. RACEWAY GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL WEATHERPROOF TYPE. LUMINAIRES AND COMPONENTS. VERIFY NORMAL OPERATION OF EACH C. TRANSMISSION TO REMOTE ALARM RECEIVING STATION. ELECTRICAL CODE. LUMINAIRE AFTER INSTALLATION. INTERRUPT THE ELECTRICAL SUPPLY TO 2. PROVIDE COVERS SET TO COME FLUSH WITH FINISHED WALLS. VERIFY PROPER OPERATION OF THE EMERGENCY LIGHTING. IF LUMINAIRES D. PERFORMANCE OF INITIATING DEVICE CIRCUITS: NFPA 72, STYLE B Q 12. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL 4. REMODEL WORK, CUTTING AND PATCHING: THIS CONTRACTOR SHALL ARE MALFUNCTIONING,THEN REPAIR OR REPLACE COMPONENTS AND CIRCUITS.CIRCUITS SHALL BE INSTALLED IN CONDUIT. MATERIALS. PERFORM ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC.,AS 3. PULL BOXES AND JUNCTION BOXES: JUNCTION BOXES AND PULL BOXES WILL RETEST UNTIL LUMINAIRE OPERATES PROPERLY. _ _ REQUIRED TO INSTALL OR REMOVE ELECTRICAL EQUIPMENT IN AREAS OF BE PROVIDED AS REQUIRED. SIZE OF BOXES SHALL BE IN ACCORDANCE WITH E. PERFORMANCE OF NOTIFICATION APPLIANCE CIRCUITS: NFPA 72,STYLE - NsgthiAgif = • 13. WARRANTIES: PROVIDE A WRITTEN WARRANTY TO THE OWNER COVERING REMODELING. THIS WORK SHALL BE PERFORMED SO AS TO MINIMIZE THE CURRENT NATIONAL ELECTRICAL CODE REQUIREMENTS. 6. CLEAN LUMINAIRES INTERNALLY AND EXTERNALLY AFTER INSTALLATION PER Y. CIRCUITS SHALL BE INSTALLED IN CONDUIT. THE ENTIRE ELECTRICAL WORK EXCLUDING INCANDESCENT AND DAMAGE TO PORTIONS OF WALL FINISHES, SURFACES, PLASTERING, OR THE MANUFACTURER'S RECOMMENDATIONS. - FLUORESCENT LAMPS,TO BE FREE FROM DEFECTIVE MATERIALS, EQUIPMENT STRUCTURES WHICH ARE TO BE REUSED, RESURFACED, PLASTERED, OR A. ENCLOSURES SHALL BE NEMA TYPE SUITABLE FOR THE SURROUNDING F. PERFORMANCE OF DEVICE MONITORING SIGNALING LINE CIRCUITS: AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER DATE OF PAINTED UNDER OTHER DIVISIONS OF THESE SPECIFICATIONS. AREA AND CONDITIONS. 7. REPLACE ANY FAILED LAMPS IN EXISTING FIXTURES WITH MATCHING LAMP NFPA 72, STYLE 4. CIRCUITS SHALL BE INSTALLED IN CONDUITS. ACCEPTANCE.ALL DEFECTIVE EQUIPMENT OR MATERIALS WHICH APPEAR TYPE AND COLOR. A. DURING THE WARRANTY PERIOD SHALL BE REPLACED OR REPAIRED BY THE 5. CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK, CUTTING 4. FLOOR BOXES: FLOOR BOXES SHALL BE CAST METAL, FULLY ADJUSTABLE, 13. BASIC ALARM PERFORMANCE REQUIREMENTS: UNLESS OTHERWISE 4, 1 E -.AtmF LECTRICAL CONTRACTOR IN A TIMELY FASHION AT NO COST TO THE OWNER. AND PATCHING ETC., PERFORMED BY OTHER TRADES. REMOVE OR OR AS SPECIFIED ON THE DRAWINGS. SECTION 16714-COMMUNICATION RACEWAY SYSTEMS INDICATED, OPERATION OF A MANUAL STATION,AUTOMATIC ALARM RELOCATE EXISTING ELECTRICAL CONDUITS,WIRES, DEVICES, FIXTURES AND OPERATION OF A HEAT DETECTOR, OPERATION OF A SPRINKLER FLOW 14. PRODUCT ALTERATIONS AND SUBSTITUTIONS: SHOULD THE CONTRACTOR OTHER EQUIPMENT AS NECESSARY. 1. PROVIDE EMPTY CONDUIT SYSTEMS WITH NO. 14 AWG PULL WIRE AND BACK DEVICE, OR VERIFIED AUTOMATIC ALARM OPERATION OF A SMOKE DETECTOR WISH TO HAVE PRODUCTS CONSIDERED OTHER THAN THOSE SPECIFIED, BOXES. BACK BOXES SHALL BE 4 INCH SQUARE GALVANIZED PRESSED STEEL SHALL INITIATE THE FOLLOWING: CONTRACTOR MUST SUBMIT THOSE ITEMS AS REQUIRED IN DIVISION 1. 6. ALL OUTAGES ON PORTIONS OF EXISTING ELECTRICAL SYSTEMS SHALL BE WITH PLASTER RING. PROVIDE 3/4 INCH CONDUIT WITH PULL WIRE FROM F CONTRACTOR WILL BE REQUIRED TO SUBMIT THE TOTAL SAVINGS MINIMIZED AND SHALL BE AT A TIME AND OF A DURATION AS ACCEPTED BY EACH BACK BOX TO 6 INCHES ABOVE NEAREST ACCESSIBLE CEILING. A. NOTIFICATION APPLIANCE OPERATION. l t (ANTICIPATED SAVINGS)TO THE OWNER. THE OWNER. 2 2. ALL EQUIPMENT,WIRING/CABLE, DEVICES AND COVERPLATES SHALL BE B. IDENTIFICATION AT THE FACP OF THE DEVICE ADDRESS ORIGINATING THE = ==- 15. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS AS REQUIRED IN DIVISION 1 FOR PROVIDED AND INSTALLED BY THE OWNER. ALARM. ALL MATERIALS AND EQUIPMENT. IF THE SHOP DRAWINGS DEVIATE FROM THE CONTRACT DOCUMENTS ADVISE THE ENGINEER OF THE DEVIATIONS VIA C. PROVIDE MECHANICAL UNIT SHUT DOWN AND CONTROL OF DAMPERS, WRITTEN FORMAT,ACCOMPANYING THE SHOP DRAWINGS. INCLUDE THE ETC.AS REQUIRED. REASON FOR THE DEVIATION(S). COORDINATE ALL REQUIRED CHANGES WITH THE OTHER TRADES AFFECTED. IF THE CHANGES ARE OCCASIONED BY THE D. PROVIDE CONTROL OF DOOR HOLD-OPENS OR OTHER DOORS AS CONTRACTOR,THE CONTRACTOR SHALL PAY ANY COSTS INVOLVED. REQUIRED. SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 14. TESTING:TEST THE SYSTEM ACCORDING TO PROCEDURES OUTLINE IN NFPA 72. A. PRODUCT DATA FOR LIGHTING CONTROL DEVICES. B. CERTIFICATES OF OPERATION AS REQUIRED. 15. PROVIDE CERTIFICATE OF OPERATION AT COMPLETION OF TESTING AND AFTER ANY MALFUNCTIONS HAVE BEEN CORRECTED. 16. PROJECT RECORD DRAWINGS:AT COMPLETION OF WORK, DELIVER COMPLETED PROJECT RECORD DOCUMENTS TO ARCHITECT/ENGINEER. PROJECT RECORD MENTS SHALL BE IN GADD AND SHALL ANY SPECIAL SYSTEMS I(FIRE ALARM, ETC.)AND"PROJECT RECORDUDE LINCOLN CENTER SHOP DRAWINGS. CENTER #1006 17. OPERATION DIVIS ONYPED AND HARD BOUND TO ARCHITECT FOR APPROVALQBY PRIOR 10260 SW G REEN BU RG TO SCHEDULING FIFTEEN (15) DAYS PRIOR TO FINAL OBSERVATION. BOOKS SHALL BED ROAD ARRANGED IN SEQUENCE TO MATCH THE SPECIFICATION SECTIONS. 4TH FLOOR PORTLAND, OR 97223 NO. REVISIONS: DATE: 3 A E vsz 0 <i.-: li LI LI_ A J I-- 0 U U A is b 0 a G LANDLORD REVIEW ISSUE DATE: 10/05/18 TENANT REVIEW ISSUE DATE: 10/05/18 x BID ISSUE DATE: 10/05/18 2.' PERMIT ISSUE DATE: 10/05/18 in CONSTRUCTION ISSUE DATE: XX/)OC/18 d Lb O e c 0 DRAWING TITLE: ELECTRICAL SPECIFICATIONS REFERENCE ONLY a . NOT APPROVED WITH THIS PERMIT . . I DRAWING NUMBER: cn as oLa m . m c, E; r. N N I.: E5 . 0 C co ill N i3 o ©2018 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT MECHANICAL LEGEND PIPING PLUMBING G GENERAL NOTES: -- -,® " (FOR ALL FIRE PROTECTION, PLUMBING AND MECHANICAL DRAWINGS) ` "q -HWS HEATING WATER SUPPLY ----- DOMESTIC COLD WATER g = x 1. ON DEMOLITION PLANS EXISTING MECHANICAL SYSTEMS TO BE REMOVED ARE SHOWN -HWR HEATING WATER RETURN --- --- DOMESTIC HOT WATER v 1. - now HEAVY LINE WEIGHT, EXISTING MECHANICAL SYSTEMS TO REMAIN ARE SHOWN LIGHT LINE __ ` WEIGHT. ON ALL OTHER PLANS NEW MECHANICAL SYSTEMS ARE SHOWN HEAVY LINE -CWS CHILLED WATER SUPPLY ----180---- DOMESTIC HOT WATER(TEMP. SHOWN) EG WEIGHT. CONSULTING ENGINEERS, INC. •IM r -CWR CHILLED WATER RETURN --- DOMESTIC HOT WATER CIRCULATING I t - Mechanical Electrical & EnerConsultants 2. THE INSTALLATION OR REMOVAL OF DUCTS, PIPES AND EQUIPMENT MAY REQUIRE THE k ' CS CONDENSER WATER SUPPLY T TEMPERED WATER REMOVAL OF EXISTING WALLS AND CEILINGS. THE CONTRACTOR SHALL BE RESPONSIBLE `,,. ,,- p. -' -t 7600 East Orchard Road, Suite 250-S FOR PATCHING AND REPAIRING THESE WALLS AND/OR CEILINGS SO THEY MATCH THE 2641 IRVING BLVD. CR CONDENSER WATER RETURN NP NON-POTABLE WATER EXISTING WHERE NOT REPLACED UNDER ARCHITECTURAL DIVISION. DALLAS,TEXAS 75207 Greenwood Village, CO 80111-2518 TEL: 214-638-6800 -CHS DUAL TEMPERATURE SUPPLY NG#PSIG NATURAL GAS, PRESSURE AS IDENTIFIED 303.796.6000 3. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL FIXTURES AND EQUIPMENT kken .com REMOVED AND NOT REUSED. ANY SUCH FIXTURE AND EQUIPMENT THAT GOES -CHR www.m DUAL TEMPERATURE RETURN ----V---- PLUMBING VENT PIPE g UNCLAIMED BY THE OWNER SHALL BE REMOVED AND PROPERLY DISPOSED OF. ARCHITECT/ENGINEER D DRAIN PIPE — —SOW— — SAND AND OIL WASTE PIPE Denver Billings 4. PATCH OPENINGS (AIR TIGHT) IN DUCTS WHICH ARE TO REMAIN ACTIVE AND HAVE HAD A HPS HIGH PRESSURE STEAM — —SAN-- - SANITARY WASTE PIPEN. 7600 East Orchard Rd Suite 250-S 175 North 27th Street, Suite 1312 SECTION REMOVED. ALSO REPAIR DUCT INSULATION SO THAT IT IS CONTINUOUS. Greenwood Village, CO 80111-2539 Billings, MT 59101-2048 -HPR HIGH PRESSURE COND. RETURN — —GW— — GREASE WASTE PIPE 303.796.6000 406.545.6420 5. INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD M KK ) re,,,,, LPS LOW PRESSURE STEAM — —ST— — STORM DRAIN/BUILDING STORM SEWER PIPE Cheyenne Salt Lake City ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO , 500 West 18th Street, Suite 200 4760 S. Highland Drive, Suite 106 BID, AND BECOME FAMILIAR WITH THE EXTENT OF THE REMODEL WORK REQUIRED. NO CONSULTING ENGINEERS,INC. : *MEG LPR LOW PRESSURE COND. RETURN — —OST— — OVERFLOW STORM DRAIN PIPE Cheyenne, WY 82001-4368 Salt Lake City, UT 84115 EXTRAS WILL BE ALLOWED FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO 307.459.6100 801.360.7024 ACHIEVE THE END RESULT AS INDICATED BY CONTRACT DOCUMENTS. Mechanical, Electrical&Energy Consultants CP CONDENSATE PUMP DISCHARGE CA COMPRESSED AIR PIPE7600 East Orchard Road,Suite 250-S Helena Bogota, Colombia Greenwood Village,CO 80111-2518 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ENTIRE PROJECT FOS FUEL OIL SUPPLY II HORIZONTAL CLEANOUT tel:303.796.6000•Fax:303.796.6099 P.O. Box 9643 Calle 40B#8-68 Edificio Torre San Marcos, 501 CONSTRUCTION DOCUMENT PACKAGE, PRIOR TO BID, AND BECOME FAMILIAR WITH THE www.mkkeng.com -FOR FUEL OIL RETURN 0 VERTICAL CLEANOUT Helena, MT 59604 Bogota D.C. 110231 Colombia EXTENT OF THE WORK AND COORDINATION REQUIRED. NO EXTRAS WILL BE ALLOWED MKK Project Number: P018.01.0286 406.438.1467 +57.1.485.0689 FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO ACHIEVE THE END RESULT ---FOV---- FUEL OIL VENT AS INDICATED BY CONTRACT DOCUMENTS. RS REFRIGERANT SUCTION HVAC DUCTWORK 7. CONTRACTOR TO SEAL ALL AUDIBLE AND VISIBLE LEAKS ON ALL REUSED SUPPLY RL REFRIGERANT LIQUID ® DUCTWORK. FIRE DAMPER RD REFRIGERANT DISCHARGE PROJECT INFORMATION 8. CONTRACTOR IS TO PROVIDE COMPLETE CONNECTIONS TO ALL NEW AND RELOCATED SEAL ® SMOKE DAMPER OWNER FURNISHED EQUIPMENT. S PROJECT LOCATION: PORTLAND, OREGON VALVES&SPECIALTIES 9. ALL PIPING AND DUCTS INDICATED TO BE REMOVED UNDER THIS CONTRACT SHALL BE ®FS COMBINATION FIRE/SMOKE DAMPER PROJECT ALTITUDE: 200 FEET ABOVE SEA LEVEL REMOVED COMPLETELY TO POINTS OF CONNECTION AT THE MAINS OR BRANCHES AND .�,skti) PROFe - GAJ FLOW INDICATOR El,. 1 CAPPED OR MAINTAINED FOR REUSE AS SHOWN ON NEW PLAN. ��� �N('INEF9 - . �oy9 —D� SHUT-OFF VALVE I TURNING VANES SHOWN IN 90° ELBOW. 10. WORK UNDER THIS CONTRACT IS IN OCCUPIED SPACES, STORAGE ROOMS AND 89788PE r —DI EQUIPMENT ROOMS. CONTRACTOR IS TO SCHEDULE AND COORDINATE THE WORK AND —Di — GLOBE VALVE I ANY EXISTING EQUIPMENT DOWNTIME WITH THE OWNER OR PROPERTY MANAGER PRIOR ., iL TO BEGINNING WORK. 4, OREGON 40CHECK •VALVE OPPOSED BLADE DAMPER(O.B.D. ) °4, 19cN to `P P? FLOW CONTROL VALVE W/CHECK 11. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PARKING, COORDINATE ANY yFT// A & DUCT SIZES ARE OUTSIDE SHEET METAL DIMENSIONS. 1st EQUIPMENT DOWNTIME, AND COORDINATE GENERAL WORK SCHEDULE WITH THE —0— CALIBRATED BALANCING SHUT-OFF VALVE. t 24/12 } NO. IS SIZE OF SURFACE SHOWN.2nd NO. IS DUCT DEPTH. PROPERTY MANAGER. EXPIRES: /Za ` LETTERS AFTER DIM. CORRESPOND TO FOLLOWING: —iei— PLUG VALVE. 12. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE EXISTING EQUIPMENT OCT1 'a 0- ROUND DUCTWORK LOCATIONS, EXISTING PIPE ROUTING AND EXISTING DUCT ROUTING. CONTRACTOR IS TO ''�'I1 I� �� e BALL VALVE INSTALL NEW EQUIPMENT, DUCTS, AND PIPING IN LOCATIONS REQUIRED TO AVOID D- DOUBLE WALL CONSTRUCTION PROJECT NO.: 2018.01.0159 PRESSURE INDEPENDENT AUTOMATIC BALANCING VALVE UL-UNLINED DUCTWORK INTERFERENCE WITH EXISTING FACILITIES, EQUIPMENT, DUCTS AND PIPING. CONTRACTOR IS RESPONSIBLE FOR RAISING AND LOWERING EXISTING EQUIPMENT AND DRAWN BY: ABN/PMR V- OVAL DUCTWORK MAKING PROPER OFFSETS IN DUCTS AND PIPING TO AVOID CONFLICTS. CHECKED BY: ABN —Oki— N.O.VALVE W/LOCKING COVER SICFM SUPPLY DIFFUSER.ALL DIFFUSERS FOUR-WAY THROW 13. CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING BID, AND VERIFY DIMENSIONS PLUG OR BALANCING SHUT-OFF VALVE IN RISER TYPE 1,3 UNLESS NOTED OR THROWS SHOW IN PLAN. SEE AND EXISTING CONDITIONS RELATED TO THE WORK. SCHEDULE FOR TYPE. IC SHUT OFF VALVE IN RISER 14. ALL EXISTING EQUIPMENT AND MATERIALS CALLED TO BE REMOVED UNDER THIS SIZE A RETURN/TRANSFER/EXHAUST AIR TAG. SEE SCHEDULE CONTRACT SHALL BE REMOVED FROM OCCUPIED SPACES DAILY. b DRAIN VALVE W/HOSE END M FOR TYPE. 15. ALL CUTTING, PATCHING AND CORE DRILLING FOR THE INSTALLATION OF NEW STRAINER W/BLOW-OFF VALVE&HOSE END SECTION THRU OUTSIDE AIR INTAKE OR EQUIPMENT, DUCTS, HANGERS, ETC. SHALL BE HELD TO A MINIMUM AND BE SUPPLY AIR DUCT ACCOMPLISHED IN A CAREFUL MANNER. ALL PATCHING SHALL MATCH EXISTING TEMPERATURE CONTROL VALVE, 3-WAY CONSTRUCTION, TEXTURE AND FINISH AND BE DONE BY SKILLED CRAFTSMAN OF THE ruIIIIIIIIIIIIII SECTION THRU RETURN AIR OR TRADES INVOLVED AT THE CONTRACTOR'S EXPENSE. EXHAUST DUCT —194TEMPERATURE CONTROL VALVE,2-WAY 16. CONTRACTOR TO COORDINATE THE LOCATION OF ALL DUCTWORK, CEILING DEVICES, ��' OA, RA OR EXH DUCT DOWN GRILLES, REGISTERS AND DIFFUSERS WITH REFLECTED CEILING PLAN AND STRUCTURE 4 PRESSURE INDEPENDENT 2-WAY CONTROL VALVE PRIOR TO BEGINNING WORK. I �><Z`I SUPPLY AIR DUCT DOWN —614PRESSURE REDUCING VALVE 4 •� 17. DUCT DIMENSIONS GIVEN ARE OUTSIDE SHEET METAL DIMENSIONS. SAFETY OR RELIEF VALVEUP CHANGE OF ELEVATION UP(UP)DOWN (DN) IN 18. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY ` DIRECTION OF AIR FLOW REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT Y } DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK,VERIFY MANUAL AIR VENT FLEXIBLE CONNECTION ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE ~ SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 4, AUTOMATIC AIR VENT { , { BACKDRAFT DAMPER 19. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY -1,44 I PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR 1. T PRESSURE-TEMP.TAP PROCEDURES REQUIRED TO PERFORM HIS WORK. NI24x24 TYPE J RETURN AIR GRILLE W/SOEND. D 20. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES, •° 0 PRESSURE GAUGE W/PIG TAIL&COCK BOOT.SHADING INDICATES OPEN END. LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION 24x12 TYPE J RETURN AIR GRILLE W/SOUND DOCUMENTS. THERMOMETER51 BOOT. SHADING INDICATES OPEN END. /-, 21. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERPROOF. 0 � / VACUUM BREAKER 24x24 TYPE J RETURN AIR GRILLE 22. ALL MECHANICAL WORK UNDER THIS CONTRACT IS TO FIVE (5) FEET OUTSIDE THE rAlt% fr PIPE EXPANSION JOINT 0 24x12 TYPE J RETURN AIR GRILLE BUILDING. ---- 7--:1; IMP I FLEXIBLE PIPE CONNECTOR(STAINLESS STEEL BRAIDED) 23. XX-## REFERS TO EQUIPMENT DESIGNATION. SEE SPECIFICATIONS AND EQUIPMENT - NIM11:441111 6 OR FLEXIBLE DUCT SCHEDULES FOR FURTHER INFORMATION IN REFERENCE TO THAT DESIGNATED PIECE OF FLEXIBLE EQUIPMENT CONNECTOR(RUBBER DOUBLE BELLOWS) EQUIPMENT. __ —Illy PIPE UNION CONTROLS(IN PLAN) 1 D PIPE CAP QT THERMOSTAT/TEMP SENSOR —X— PIPE ANCHOR _ PIPE GUIDE QS TEMP SENSOR W/STAINLESS STEEL COVER _. Wk_vet re — MIF— PREMANUFACTURED PIPE EXPANSION LOOP. REQUIRED OTA TEMP SENSOR W/SETPOINT ADJUSTMENT II EXPANSION COMPENSATION LISTED. PROVIDE GUIDES& GT I TEMP SENSOR W/TEMP INDICATION I 1.5" ANCHORS AS RECOMMENDED BY MANUFACTURER. ®Al TEMP SENSOR W/SET POINT ADJUSTMENT - • AND TEMP INDICATION FIRE PROTECTION OT G THERMOSTAT/TEMP SENSOR WITH LOCKING GUARD GT N NIGHT THERMOSTAT FLOW SWITCH CO CARBON MONOXIDE SENSOR F.A. CO2 CARBON DIOXIDE SENSOR _.__._..L.. HORN/STROBE FIRE ALARM NO2 NITROGEN DIOXIDE SENSOR FIRE PIPE IAQ INDOOR AIR QUALITY SENSOR FIRE PIPING FROM FDC TO FIRE ENTRY SCHEMATIC 0H HUMIDISTAT/SENSOR 0 EXISTING FIRE SPRINKLER l~0 EI STARTER O l EXISTING FIRE SPRINKLER TO BE RELOCATED ABBREVIATIONS LINCOLN CENTER • NEW FIRE SPRINKLER PS PRESSURE SWITCH CENTER #1006 Li Li - - ADA AMERICANS WITH DISABILITIES ACT FLA FULL LOAD AMPS LF LINEAR FEET RH RELATIVE HUMIDITY 0 EXISTING FIRE SPRINKLER TO BE REMOVED AFF ABOVE FINISHED FLOOR FPM FEET PER MINUTE LRA LOCKED ROTOR AMPS RLA RUNNING LOAD AMPS 10260 SW GREEN BU RG N APS DIFFERENTIAL AIR PRESSURE SENSOR AFG ABOVE FINISHED GRADE FPS FEET PER SECOND LWT LEAVING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE > O.S. &Y VALVE ALT ALTITUDE FT FOOT, FEET, FEET WATER COLUMN MAX MAXIMUM SA SUPPLY AIR ROAD o SHUT-OFF VALVE W/TAMPER SWITCH 0 SWITCH BHP BRAKE HORSEPOWER FU FIXTURE UNITS MBH BTU PER HOUR(THOUSAND) SENS SENSIBLE 4TH FLOOR BTU BRITISH THERMAL UNIT GA GAUGE MCA MINIMUM CIRCUIT AMPS SL SEA LEVEL z ci C COMMON PORT GAL GALLONS MIN MINIMUM SP STATIC PRESSURE I FLOW METER CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR N/A NOT APPLICABLE SPEC SPECIFICATION PORTLANDOR 97223 Id FIRE DEPARTMENT CONNECTION-WALL TYPE SCFM CFM,STANDARD CONDITIONS GPM GALLONS PER MINUTE N.C. NORMALLY CLOSED SQ SQUARE , LT CU FT CUBIC FEET HD HEAD N.O. NORMALLY OPEN STD STANDARD NO. REVISIONS: DATE: 0 LOW LIMIT THERMOSTAT CU IN CUBIC INCH HG MERCURY NC NOISE CRITERIA TD TEMPERATURE DIFFERENCE I� MISCELLANEOUS o — 11 — Cv COEFFICIENT,VALVE FLOW HGT HEIGHT NIC NOT IN CONTRACT TEMP TEMPERATURE o IS 4.._-__..I__ I— -' dB DECIBEL HORZ HORIZONTAL NO OR# NUMBER THRU THROUGH POINT OF DUCT OR PIPE DISCONNECTION __ DB DRY BULB HP HORSEPOWER NTS NOT TO SCALE TJO THROUGH JOIST OPENINGS I� CONTROL DAMPER m POINT OF DUCT OR PIPE CONNECTION NEW TO EXISTING M DCW DOMESTIC COLD WATER HR HOUR(S) OA OUTSIDE AIR TONS TONS OF REFRIGERATION IA DEG OR° DEGREE HWC HOT WATER CIRCULATING(DOMESTIC) OD OUTSIDE DIAMETER TSP TOTAL STATIC PRESSURE 1 z • Z POINT OF PIPE CONNECTION NEW TO EXISTING T DHW DOMESTIC HOT WATER HZ HERTZ % PERCENT TSTAT THERMOSTAT I� SMOKE DETECTOR(DUCT) DIA DIAMETER ID INSIDE DIAMETER PH OR 0 PHASE(ELECTRICAL) TYP TYPICAL A a _ A SECTION CUT:(A)SECTION I.D. DN DOWN IE INVERT ELEVATION PPM PARTS PER MILLION V VOLT /\ ° (1)SHEET NO.WHERE SHOWN. (E) EXISTING IJS IN JOIST SPACE PRESS PRESSURE VAV VARIABLE AIR VOLUME W PDS PRESSURE DIFFERENTIAL SENSOR EAT ENTERING AIR TEMP. IN INCHES PSF POUNDS PER SQUARE FOOT VEL VELOCITY A 1" UNDERCUT DOOR, 1". EFF EFFICIENCY IN W.C. INCHES IN INCHES WATER COLUMN PSI POUNDS PER SQUARE INCH VERT VERTICAL � EPO EMERGENCY POWER OFF SWITCH ELEV ELEVATION KW KILOWATT PSIA PSI ABSOLUTE VOL VOLUME OESP EXTERNAL STATIC PRESSURE KWH KILOWATT HOUR PSIG PSI GAUGE W WATT X REFERENCE DESIGNATION FOR PLUMBING ISOMETRIC EWT ENTERING WATER TEMP. LAT LEAVING AIR TEMPERATURE RA RETURN AIR WB WET-BULB +##'4/4" SPOT ELEVATION TAG.TAG INDICATES BOTTOM OF EXH EXHAUST LBS OR# POUNDS RECIRC RECIRCULATE WPD WATER PRESSURE DROP LANDLORD REVIEW ISSUE DATE: 10/05/18 DIFFUSER OR EQUIPMENT ABOVE FINISHED FLOOR. F FAHRENHEIT WT WEIGHT TENANT REVIEW ISSUE DATE: 10/05/18 o BID ISSUE DATE: 10/05/18 o PERMIT ISSUE DATE: 10/05/18 0, CONSTRUCTION ISSUE DATE: xx/)OC/18 L 0, U, O O CO Q > C DRAWING TITLE: PLUMBING COVER SHEET s, I REFERENCE ONLY Y NOT ppPROVED v mT'S PE T DRAWING NUMBER: Ot�i l I ' .E _3 3a N AGN .'". PO . 0 OCn U O N .. o © 2018 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT SECTION 22 0010-COMMON PLUMBING REQUIREMENTS TUBING WITH STAINLESS-STEEL WIRE-BRAID COVERING AND ENDS WELDED TO INNER TUBING. ALL PART 1 GENERAL COMPONENTS SHALL BE CERTIFIED"LEAD-FREE". WORKING-PRESSURE RATING: MINIMUM 200 PSIG. END CONNECTIONS NPS 2 AND SMALLER: THREADED STEEL-PIPE NIPPLE. END CONNECTIONS NPS 2-1/2 AND Ali 1.01 SUMMARY LARGER: FLANGED STEEL NIPPLE. FLAG NOTES (THIS SHEET): % .1111 _ A. WORK SHALL CONSIST OF FURNISHING ALL LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION OF E. DIELECTRIC FITTINGS: ASSEMBLY OF COPPER ALLOY AND FERROUS MATERIALS WITH SEPARATING COMPLETE AND OPERATING PLUMBING SYSTEMS. 1. REMOVE EXISTING DRINKING FOUNTAIN AND MAINTAIN DCW, VENT AND SANITARY NONCONDUCTIVE INSULATING MATERIAL. INCLUDE END CONNECTIONS COMPATIBLE WITH PIPES TO BE JOINED. B. ALL PLUMBING WORK SHALL COMPLY WITH CURRENT STATE AND LOCAL BUILDING CODES AS REQUIRED BY THE DIELECTRIC NIPPLES AND COUPLINGS COMPLYING WITH IAPMO PS 66. ELECTROPLATED STEEL NIPPLE HALLWAY if Alf WASTE PIPING FOR RE-CONNECTION TO NEW DRINKING FOUNTAIN. REFER TO AUTHORITIES HAVING JURISDICTION,THE INTERNATIONAL PLUMBING CODE,THE INTERNATIONAL FUEL GAS COMPLYING WITH ASTM F 1545. PRESSURE RATING AND TEMPERATURE: 300 PSIG AT 225 DEG F. LINING SHALL PLUMBING NEW PLAN FOR MORE INFORMATION. CODE,THE INTERNATIONAL MECHANICAL CODE,THE INTERNATIONAL FIRE CODE,APPLICABLE PUBLICATIONS OF BE INERT AND NONCORROSIVE, PROPYLENE. --- THE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)SUCH AS NFPA 54(THE NATIONAL FUEL GAS CODE),AND 400FF APPROPRIATE ASHRAE STANDARDS. PART 3 EXECUTION l O^ O EWC-1 v ■ 3.01 PIPING SCHEDULE \� ' : , C. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GENERAL CONDITIONS,SUPPLEMENTAL ��� a 2. REMOVE EXISTING LAVATORY AND MAINTAIN DCW, DHW, DHWC (IF EQUIPPED), GENERAL CONDITIONS OF THE PROJECT SPECIFICATIONS,ALL CONTRACT DOCUMENTS,AND ANY BASE A. ABOVEGROUND _ '' - �II PIPING 1E11111 0 ,---', 1111111M VENT AND SANITARY WASTE FOR RE CONNECTION TO NEW LAVATORY. li, BUILDING SPECIFICATIONS AND BUILDING CRITERIA INCLUDED IN THIS PROJECT. 1. NPS 2 AND SMALLER: ff, = 3 1, - REFER TO PLUMBING NEW PLAN FOR MORE INFORMATION. TYPICAL. 2641 IRVING BLVD. D. DRAWINGS ARE DIAGRAMMATIC IN NATURE. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, a. HARD COPPER TUBE,ASTM B 88,TYPE L;WROUGHT-COPPER, SOLDER-JOINT FITTINGS;AND BRAZED © I. a 3 CERTIFIED EQUIPMENT DRAWINGS,AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK. JOINTS. 3 a 1 r / I ,' = DALLAS, TEXAS 75207 E. THE DRAWINGS INDICATE THE LOCATION,TYPE AND SIZES OF VARIOUS UTILITIES WITHIN THE SITE WHERE b. HARD COPPER TUBE,ASTM 8 88,TYPE L;COPPER PRESSURE-SEAL-JOINT FITTINGS;AND /72• 3 o•••• o�o I \\ 6 L 1 =1 L1 3. REMOVE EXISTING URINAL AND MAINTAIN DCW, VENT AND SANITARY WASTE TEL: 214-638-6800 PRESSURE-SEALED JOINTS. 9 y I 3 ; O� t KNOWN. ANY RELOCATION OR REMODELING REQUIRED MUST BE APPROVED BY THE ARCHITECT BEFORE _ _ / _ I - PIPING FOR RE-CONNECTION TO NEW URINAL. REFER TO PLUMBING NEW PLAN PROCEEDING. INVESTIGATE ALL UTILITIES SUCH AS GAS AND WATER AND MAKE ARRANGEMENTS WITH THE c. HARD COPPER TUBE,ASTM B 88,TYPE L; EXTRUDED-TEE CONNECTIONS AND BRAZED JOINTS. - .-- /w _ --,L 1 ____-•'' = -�_J I PROPER AUTHORITY TO PAY FOR ANY CHARGES ASSOCIATED WITH CONNECTING THOSE UTILITIES. B. FLANGES AND UNIONS: FLANGES AND UNIONS MAY BE USED FOR ABOVEGROUND PIPING JOINTS UNLESS E o a 5....i f L-1 1 WOMEN FOR MORE INFORMATION. TYPICAL. ARCHITECT/ENGINEER F. GOOD WORKMANSHIP AND APPEARANCE ARE CONSIDERED EQUAL TO PROPER OPERATION. OTHERWISE INDICATED. _ _ G. PROVIDE ALL CORE DRILLING,CHANNELING,CUTTING,PATCHING,TRENCHING AND BACKFILL AS REQUIRED FOR C. TRANSITION AND SPECIAL FITTINGS: TRANSITION AND SPECIAL FITTINGS WITH PRESSURE RATINGS AT LEAST - I ,� r ' L=1 4. REMOVE EXISTING WATER CLOSET AND MAINTAIN DCW, VENT AND SANITARY INSTALLATION OF MECHANICAL EQUIPMENT. SEAL HOLES WITH FIREPROOFING AND/OR WATER PROOFING EQUAL TO PIPING RATING MAY BE USED UNLESS OTHERWISE INDICATED. _ - - �g�t = POOH H WASTE PIPING FOR RE-CONNECTION TO NEW WATER CLOSET. REFER TO WHERE NECESSARY AND REFINISH ALL REPAIR WORK TO ORIGINAL CONDITION WHERE DAMAGED BY WORK. 3.02 VALVE SCHEDULE II ' O �, iT MEN O PLUMBING NEW PLAN FOR MORE INFORMATION. TYPICAL. H. MAKE PROVISIONS FOR SAFE DELIVERY AND SECURE STORAGE OF ALL MATERIALS. A. WHERE SPECIFIC VALVE TYPES ARE NOT INDICATED,THE FOLLOWING REQUIREMENTS APPLY: '4j ft' --- log • II - G I. OBTAIN AND ARRANGE FOR ALL PERMITS AND APPROVALS REQUIRED FOR THE EXECUTION OF THE WORK AND 1. SHUTOFF DUTY AND THROTTLING DUTY: USE BALL VALVES FOR PIPING NPS 2 AND SMALLER. USE - PAY ALL ASSOCIATED FEES. BUTTERFLY OR BALL VALVES WITH FLANGED ENDS FOR PIPING NPS 2-1/2 AND LARGER. 1 II / _ _4 \01111 �\ �i _ � UR-1 =Ko _ 5, PROVIDE NEW DRINKING FOUNTAIN, DF #. RE CONNECT TO EXISTING DCW, VENT - �- �,,. _�� o J. ALL EQUIPMENT AND PRODUCTS TO BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK WITH ALL 2. HOT-WATER CIRCULATION PIPING, BALANCING DUTY: C1CUlTSOLVER. \ \ _ AND SANITARY WASTE PIPING FROM DRINKING FOUNTAIN REMOVED DURING CONSULTING ENGINEERS,INC. 4��M� _ - \` _ IIS WC� STICKERS, MARKING AND THE LIKE SHALL BE REMOVED. REMOVE ALL RUBBISH,DEBRIS,SCRAPS AND THE LIKE 3. DRAIN DUTY: HOSE-END DRAIN VALVES. DEMOLITION. REFER TO PLUMBING FIXTURE AND EQUIPMENT SCHEDULE ON THIS Mechanical, Electrical & Energy Consultants - - 1J 3 FROM THE JOB SITE. 4. CHECK DUTY: USE BRONZE CHECK VALVES FOR PIPING NPS 2 AND SMALLER. USE IRON CHECK VALVES FOR , = �- - _ UR_1 e i DRAWING FOR MORE INFORMATION. _ - • i _ 1.02 SUBMITTALS NPS 2-112 AND LARGER. _ 7600 East Orchard Road.Suite 25D S Greenwood Village,CO 80111-2518 A. PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED WITHIN DIVISION 22. INCLUDE RATED CAPACITIES, B. USE CHECK VALVES TO MAINTAIN CORRECT DIRECTION OF DOMESTIC WATER FLOW TO AND FROM EQUIPMENT. / II - tel:303.796.&000•Fax:303.796.6099 OPERATING CHARACTERISTICS,ELECTRICAL CHARACTERISTICS,AND FURNISHED SPECIALTIES AND C. IRON GROOVED-END VALVES MAY BE USED WITH GROOVED-END PIPING. - � - 6. PROVIDE NEW LAVATORY, L-#. RE-CONNECTwww.mkkeng.com - \ _ TO EXISTING DCW, DHW, DHWC (IF g ACCESSORIES. _ ,� WC____ EQUIPPED), VENT AND SANITARY WASTE PIPING FROM LAVATORY REMOVED END OF SECTION _ .- 4 �- -- MKK Project Number: P018.01.0286 1.03 WARRANTY = - _ -,y / _ " • A. THE PLUMBING CONTRACTOR SHALL PROVIDE TO THE OWNER A ONE(1)YEAR(FROM THE DATE OF FINAL I �� 1 II WC-1 DURING DEMOLITION. REFER TO PLUMBING FIXTURE AND EQUIPMENT SCHEDULE ACCEPTANCE)WARRANTY OF ALL PLUMBING EQUIPMENT AND SYSTEMS PROVIDED UNDER THIS CONTRACT. SECTION 22 1316-SANITARY WASTE AND VENT PIPING AND SANITRY SEWER SPECIALTIES II O 1 II _ ', AND DHWC CONNECTION DETAIL ON THIS DRAWING FOR MORE INFORMATION. ALL DEFECTIVE EQUIPMENT OR MATERIALS WHICH APPEAR DURING THE WARRANTY PERIOD SHALL BE PART 1 GENERAL -T' / I G !! TYPICAL. REPLACED OR REPAIRED BY THE CONTRACTOR IN A TIMELY FASHION. 1.01 SUMMARY II I II PART 2 PRODUCTS A. SECTION INCLUDES PIPING MATERIALS FOR SANITARY SEWER AND VENT SYSTEMS AS WELL AS SPECIALTIES -lL cl 2.01 GENERAL ASSOCIATED WITH THE SANITARY SEWER SYSTEM. �� O WC 2 • • - WC 2 7. PROVIDE NEW URINAL, UR#. RE-CONNECT TO EXISTING DCW, VENT AND A. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND ACCESSORIES NECESSARY WHETHER SPECIFICALLY PART 2 PRODUCTS - - - - SANITARY WASTE PIPING FROM URINAL REMOVED DURING DEMOLITION. REFER SEAL STATED OR NOT TO MAKE THE REQUIRED PLUMBING SYSTEMS COMPLETE AND OPERATIONAL. 2.01 PIPING MATERIALS I Ile TO PLUMBING FIXTURE AND EQUIPMENT SCHEDULE ON THIS DRAWING FOR MORE , B. ALL EQUIPMENT PROVIDED SHALL BE NEW EXCEPT AS OTHERWISE STATED ON THE DRAWINGS. ALL EQUIPMENT A. HUBLESS,CAST IRON SOIL PIPE AND FITTINGS. COMPLY WITH ASTM A888 OR CISPI 301. INFORMATION. I _ Ep PROF PROVIDED SHALL BE ACCEPTABLE FOR INSTALLATION BY THE AUTHORITY HAVING JURISDICTION. 1, CISPI, HUBLESS-PIPING COUPLINGS: COMPLY WITH ASTM C 1277 AND CISPI 310. PRODUCTS SHALL BE ` , C. THE EQUIPMENT SCHEDULES ON THE DRAWINGS AND THROUGHOUT THESE SPECIFICATIONS PROVIDE STAINLESS-STEEL CORRUGATED SHIELD WITH STAINLESS-STEEL BANDS AND TIGHTENING DEVICES;AND / \qd c�'��' NGINSF ss'/O MANUFACTURER AND MODEL INFORMATION. THIS SERVES AS THE STANDARD OF QUALITY FOR EQUIPMENT BY ASTM C 564,RUBBER SLEEVE WITH INTEGRAL,CENTER PIPE STOP B. PROVIDE NEW WATER CLOSET, WC-#. RE-CONNECT TO EXISTING DCW, VENT AND R SANITARY WASTE PIPING FROM WATER CLOSET REMOVED DURING DEMOLITION. Q 89788PE �r DIFFERENT MANUFACTURERS. THE SPECIFICATION ALLOWS FOR DIFFERENT MANUFACTURERS TO BE USED B. COPPER TUBE AND FITTINGS: REFER TO PLUMBING FIXTURE AND EQUIPMENT SCHEDULE ON THIS DRAWING r FOR THE EQUIPMENT. HOWEVER,REFER TO THE ARCHITECTURAL SPECIFICATIONS FOR SUBSTITUTIONS BY 1. HARD COPPER TUBE: ASTM B 88,TYPE L,WATER TUBE, DRAWN TEMPER. COPPER PRESSURE FITTINGS: MANUFACTURERS OTHER THAN THOSE LISTED IN THE SPECIFICATIONS. WHERE NO EQUIPMENT SPECIFICATION COPPER FITTINGS: ASME B16.18,CAST-COPPER-ALLOY OR ASME B16.22,WROUGHT-COPPER,SOLDER-JOINT FOR MORE INFORMATION. IS PROVIDED,THE SCHEDULED EQUIPMENT MANUFACTURER SHALL SERVE AS THE BASIS OF DESIGN AND ANY FITTINGS. FURNISH WROUGHT-COPPER FITTINGS IF INDICATED. N N SUBSTITUTIONS SHALL MEET THE QUALITY STANDARD SET BY THE BASIS OF DESIGN. 2. SOLDER: ASTM B 32,LEAD FREE WITH ASTM B 813,WATER-FLUSHABLE FLUX. PLUMBING DEMO P LAN PLUMBING NEW PLAN �� Zi9 OREGON o,�h 1,..k.D. CONTRACTOR TO BE RESPONSIBLE FOR ANY CHANGES AND COSTS TO ACCOMMODATE ANY EQUIPMENT C. FLOOR DRAINS, FLOOR SINKS AS SCHEDULED OR EQUIVALENT PRODUCTS 9. ALL EXISTING SUPPLY AND EXHAUST SYSTEMS WITHIN THE RESTROOM SHALL 2� 9cH 10 P� EXCEPT THE MANUFACTURER LISTED IN THE EQUIPMENT SCHEDULES,DRAWING NOTES AND/OR CALLED OUT SCALE: 114" = 1'-0" SCALE: 1/4"= 1'-0" REMAIN "AS IS".TYPICAL. �rH A. U�� WITHIN THE SPECIFICATIONS. IF NO SCHEDULES ARE INCLUDED ON THE DRAWING THAN THE FIRST NAMED IN PART 3 EXECUTION T THE SPECIFICATION IS THE STANDARD OF DESIGN. 3.01 PIPING INSTALLATION y� 2.02 IDENTIFICATION A. DRAWING PLANS,SCHEMATICS,AND DIAGRAMS INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING EXPIRES: • ���t0 A. PROVIDE PIPE AND EQUIPMENT IDENTIFICATION IN ACCORDANCE WITH ANSI A13.1 AND OR THE BUILDING SYSTEMS. INDICATED LOCATIONS AND ARRANGEMENTS WERE USED TO SIZE PIPE AND CALCULATE FRICTION STANDARDS. LOSS,EXPANSION,PUMP SIZING,AND OTHER DESIGN CONSIDERATIONS. INSTALL PIPING AS INDICATED UNLESS .iCt 1 9 2Cil 3018 2.03 MISCELLANEOUS SPECIALTIES DEVIATIONS TO LAYOUT ARE APPROVED ON COORDINATION DRAWINGS. PLUMBING FIXTURE AND EQUIPMENT SCHEDULE ttrr l A. SLEEVES AND SLEEVE SEALS: B. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS PROJECT NO.: 2018.01.0159 1. WHERE PIPING PASSES THROUGH NEW MASONRY OR CONCRETE WALLS OR CONCRETE FLOORS,PROVIDE AND SERVICE AREAS. PIPE SLEEVES. SLEEVES SHALL BE CONSTRUCTED OUT OF GALVANIZED STEEL,CAST IRON OR PVC. SET C. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT PLAN FIXTURE DRAWN BY: ABN/PMR ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY ICCIANSI A117.1 MANUFACTURER SERIES TRIM SERIES SUPPLIES TRAP 1 DRAIN CW HW 1 WASTE VENT WATER NOTES 1 REMARKS CHECKED BY: ABN SLEEVES IN FORMS PRIOR TO CONCRETE PLACEMENT.SLEEVES IN FLOORS SHALL EXTEND 2"ABOVE THE INDICATED OTHERWISE. FINISHED FLOOR ELEVATION. WHERE LOCATED IN EXTERIOR WALLS,PROVIDE WATER STOP IN SLEEVE. CODE COMPLIANT # WASTE TEPID CONSUMPTION 2. D. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL. -- - ..- - I -- -- IN WHICH PASSES THROUGH A RATED WALL SHALL BE PROVIDED WITH A UL DETAIL SUITABLE FOR PIPE EWC-1 ELECTRIC WATER COOLER YES-ANSI A117-1 HAWS 1011 --- --- W/STOP P-TRAP INTEGRAL 112" --- 1 112" 1 112" --- PROVIDE WITH HCRB REMOTE CHILLER MATERIAL AND SIZE. SLEEVE SHALL ONLY BE REQUIRED IF THE UL DETAIL REQUIRES THE SLEEVE. WHERE E. INSTALL PIPING AT INDICATED SLOPES. SLEEVES ARE REQUIRED AS NOTED ABOVE,PROVIDE A UL DETAIL THAT UTILIZES A SLEEVE. F. INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM SLOPES UNLESS BI-LEVEL, WM COMPLIANT 3, ELEC: B. ESCUTCHEONS: OTHERWISE INDICATED: _- - I 1. WHERE NEW PIPE PASSES THROUGH A FINISHED WALL, PROVIDE A CHROME PLATED ESCUTCHEON. 1. SANITARY DRAIN: 2 PERCENT(1!4 INCH PER FOOT)DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 3 L-1 LAVATORY YES -ANSI A117.1 KOHLER CAXTON SLOAN EBF-650 W/STOPS OFFSET GRID 112" 112" 1 112" 1 112" 0.5 GPM 1, 2 ESCUTCHEON SHALL BE CONSTRUCTED IN ONE PIECE. AND SMALLER; 1 PERCENT(1/8 INCH PER FOOT)DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 4 AND C. ACCESS DOORS LARGER. CHINA, UCT COMPLIANTI K20000-0 OPTIMA P-TRAP 4" CENTER SET 2. VENT PIPING: 1 PERCENT(1/8 INCH PER FOOT)DOWN TOWARD VERTICAL FIXTURE VENT OR TOWARD VENT 1. WHERE NOTED,PROVIDE THE TYPE AND SIZE OF ACCESS DOOR TO FULLY ACCESS THE ITEM THAT IS UR-1 URINAL YES-ANSI A117.1 1 KOHLER BARDON SLOAN REGAL XL 186-0.125 XL --- --- INTEGRAL 3/4" --- 2" 1-1/2" 0.125 GAL 1 LOCATED WITH THE WALL OR CAVITY. PROVIDE FIRE RATED DOORS WHERE INSTALLED IN FIRE RATED STACK. ASSEMBLIES. G. INSTALL CAST-IRON SOIL PIPING ACCORDING TO CISPI'S"CAST IRON SOIL PIPE AND FITTINGS HANDBOOK," WM, INTEGRAL SHIELDS COMPLIANT K4992-ET-0 PER FLUSH PART 3 EXECUTION CHAPTER IV,"INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS." 3.01 GENERAL H. HANGER ROD AND SPACING AS REQUIRED BY THE IPC FOR THE SIZE OF PIPE BEING INSTALLED. WC-1 WATER CLOSET __ KOHLER KINGSTON SLOAN REGAL XL 111-1.28 XL --- --- --- 1" --- 4" 2" 1.28 GAL W/PROFLO SEAT, PFTSCOF2000WH A. OBTAIN AND ARRANGE FOR ALL PERMITS AND APPROVALS REQUIRED FOR THE EXECUTION OF THE WORK AND I. TEST SANITARY DRAINAGE AND VENT PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING WM, FV K-4325 PER FLUSH 1 JURISDICTION PAY ALL ASSOCIATED FEES. _ B. PROVIDE ALL CORE DRILLING,CHANNELING,CUTTING, PATCHING,TRENCHING AND BACKFILL AS REQUIRED FOR END OF SECTION WC-2 WATER CLOSET YES-ANSI A117.1 KOHLER KINGSTON SLOAN REGAL XL 111-1.28 XL --- --- --- 1" --- 4" 2" 1.28 GAL W/PROFLO SEAT, PFTSCOF2000WH INSTALLATION OF PLUMBING EQUIPMENT AND OR MECHANICAL EQUIPMENT. SEAL HOLES,FIREPROOFING WHERE NECESSARY,AND REFINISH ALL REPAIR WORK TO ORIGINAL CONDITION WHERE DAMAGED BY SECTION 22 4000-PLUMBING FIXTURES AND EQUIPMENT WM, FV COMPLIANT K-4325 PER FLUSH MOUNTING HEIGHT PER ARCH, 7 MECHANICAL WORK. -- -- - _ - PART 1 GENERAL WMV-1 THERMAL MIXING ___ WATTS LFUSG-B --- --- --- -- --- 3/8" 3/8" --- - INSTALL DOWNSTREAM OF NT AND PRODUCTS TO BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK WITH ALL 1.01 SUBMITTALS STICKERS,MARKINGS,AND THE LIKE REMOVED. REMOVE ALL RUBBISH,DEBRIS,SCRAPS AND THE LIKE FROM A. SUBMITTAL REQUIREMENTS SHALL BE AS IDENTIFIED IN SPECIFICATION SECTION 22 0010 COMMON PLUMBING VALVE, FIXTURE ZURN ZW3870XLT FIXTURE STOPS THE JOB SITE, REQUIREMENTS. 3.02 FLUSHING AND CLEANING PART 2 PRODUCTS A. BEFORE FINAL CONNECTIONS ARE MADE IN THE PIPING SYSTEMS,SYSTEMS SHALL BE BLOWN OUT WITH AIR LEGEND: CH = CHILD HEIGHT, CM = CEILING MOUNTED, CP = CHROME PLATED, CT= COUNTERTOP, FM = FLOOR MOUNTED, FV= FLUSH VALVE, PA= PRESSURE ASSIST, SS = STAINLESS STEEL, AND THEN COMPLETELY WASHED OUT WITH CLEANING COMPOUNDS COMPATIBLE WITH FINAL FLUID TO AVOID 2.01 COMMERCIAL FIXTURES(LAVATORIES,SINKS,URINALS,WATER CLOSETS) TP = PROVIDE TRAP PRIMER (TP-1)ADJACENT TO FIXTURE, WM =WALL MOUNTED (PROVIDE WITH A FLOOR MOUNTED CONCEALED CARRIER), UCT= UNDER COUNTERTOP CONTAMINATION. THE SYSTEMS SHALL THEN BE FLUSHED FOR THE COMPLETE REMOVAL OF ALL FOREIGN A. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED MATERIALS, FURNISH ALL TEMPORARY CONNECTIONS,VALVES,ETC.,REQUIRED FOR THIS PURPOSE. ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: B. AFTER FLUSHING, STERILIZE THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH AWWA STANDARD C651- 1. KOHLER CO GENERAL NOTES: (CURRENT EDITION),DISINFECTING WATER MAINS,AND ALL SUBSEQUENT ADDENDA. AFTER MINIMUM CONTACT 2.02 COMMERCIAL FIXTURE TRIM(TRIM FOR LAVATORIES,SINKS,URINALS,WATER CLOSETS) 1. WHERE FIXTURE/EQUIPMENT MODEL NUMBERS ARE GIVEN THESE ARE FOR REFERENCE ONLY. WRITTEN #WHERE NOTED THE PLUMBING FIXTURE, EQUIPMENT AND ASSOCIATED ACCESSORIES tin PERIOD, FLUSH THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL CHLORINE 15 NO GREATER THAN THE A. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCT INDICATED SPECIFICATION REQUIREMENTS AND SCHEDULE NOTES HOLD PRES1DENCE. THE MORE STRIGENT SHALL APPLY. SHALL BE ICC/ANSI A117.1 (ADA) COMPLIANT. EXPOSED CW, HW AND W PIPING ALONG WITH CITY WATER. SUBMIT TO THE ARCHITECT,WRITTEN CERTIFICATION THAT STERILIZATION HAS BEEN PERFORMED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 2. SEE ARCHITECTURAL DWGS FOR MOUNTING HEIGHTS ON ALL WALL MOUNTED FIXTURES/EQUIPMENT, MIXING VALVE SHALL BE INSULATED. PIPING WITHIN CASEWORK THAT OPENS FOR FIXTURE AND INCLUDE A COPY IN OPERATION AND MAINTENANCE MANUALS. PROVIDE A TEST ANALYSIS BY THE STATE 1. KOHLER CO HEALTH DEPARTMENT OFA RANDOM WATER SAMPLE,IF REQUESTED BY THE ARCHITECT. 2. SLOAN VALVE COMPANY ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER ANY VALUES WITHIN THIS SCHEDULE. USE IS CONSIDERED EXPOSED. END OF SECTION PART 3 EXECUTION 3. THE MINIMUM WASTENENT PIPE SIZE FOR BURIED PIPE SHALL BE 2". 3.01 EXAMINATION 4. ALL ACCESIBLE FIXTURES SHALL COMPLY WITH ICC/ANSI A117.1 (ADA), REFERENCE ARCH DWGS FOR SPECIFIC LOCATIONS. SEE NOTE# SECTION 22 0716-PLUMBING INSULATION A. EXAMINE ROUGHING-IN OF WATER SUPPLY AND SANITARY DRAINAGE AND VENT PIPING SYSTEMS TO VERIFY 5. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 0 PART 1 GENERAL ACTUAL LOCATIONS OF PIPING CONNECTIONS BEFORE FIXTURE INSTALLATION. EXAMINE COUNTERS,WALLS 1.01 SUMMARY AND FLOORS FOR SUITABLE CONDITIONS WHERE FIXTURES WILL BE INSTALLED. SPECIFIC NOTES: A. SECTION INCLUDES INSULATION FOR PLUMBING PIPING. 3.02 INSTALLATION 7 t:i an 1 PART 2 PRODUCTS A. LAVATORY, SINK AND MOP SERVICE BASIN INSTALLATION: 1. AUTOMATIC-TYPE ELECTRONIC SENSOR TRIM, BATTERY POWERED. 2.01 INSULATION 1. INSTALL LAVATORIES AND SINKS LEVEL AND PLUMB ACCORDING TO ROUGHING IN DRAWINGS. 2. PROVIDE WITH ASSE 1070 RATED THERMAL MIXING VALVE (WMV-1) LOCATED DOWNSTREM OF FIXTURE STOPS UNLESS SERVED FROM AN ASSE 1070 RATED GROUP-FIXTURE THERMAL MIXING VALVE. A. INSULATION SHALL BE PROVIDED ON ALL PRESSURIZED PLUMBING LINES,COOLING COIL CONDENSATE DRAIN 2. INSTALL SUPPORTS,AFFIXED TO BUILDING SUBSTRATE,FOR WALL-MOUNTED LAVATORIES AND SINKS. 3. COOLING CAPACITY: 8 GPH COOLED TO 50°F AT AN AMBIENT AIR TEMPERATURE OF 90°F. COORDINATE LOCATION OF REMOTE CHILLER WITH ARCHITECT. LINES,ALL HORIZONTAL STORM DRAINAGE LINES AND THOSE SANITARY DRAINAGE LINES INDICATED TO HAVE 3. INSTALL ACCESSIBLE WALL-MOUNTED LAVATORIES AND SINKS AT HANDICAPPED/ELDERLY MOUNTING ELECTRIC HEAT TRACE. HEIGHT FOR PEOPLE WITH DISABILITIES OR THE ELDERLY,ACCORDING TO ICC/ANSI A117.1. Mir 2.02 PROTECTIVE SHIELDING GUARDS 4. SET FLOOR-MOUNTED SINKS IN LEVELING BED OF CEMENT GROUT. A. DESCRIPTION: MANUFACTURED PLASTIC WRAPS FOR COVERING PLUMBING FIXTURE HOT-AND COLD-WATER 5. INSTALL WATER-SUPPLY PIPING WITH STOP ON EACH SUPPLY TO EACH SINK FAUCET. INSTALL STOPS IN SUPPLIES AND TRAP AND DRAIN PIPING. COMPLY WITH AMERICANS WITH DISABILITIES ACT(ADA)AND ANSI LOCATIONS WHERE THEY CAN BE EASILY REACHED FOR OPERATION. A117.1 REQUIREMENTS. TRUEBRO OR EQUIVALENT. 6. INSTALL DISPOSER IN OUTLET OF EACH SINK INDICATED TO HAVE A DISPOSER. INSTALL SWITCH WHERE 2.03 FIELD APPLIED JACKETS INDICATED OR IN WALL ADJACENT TO SINK IF LOCATION IS NOT INDICATED. A. PVC JACKET: HIGH-IMPACT-RESISTANT, UV-RESISTANT PVC COMPLYING WITH ASTM D 1784,CLASS 16354-C; 7. INSTALL DISHWASHER AIR-GAP FITTING AT EACH SINK INDICATED TO HAVE AIR-GAP FITTING, INSTALL IN SINK THICKNESS AS SCHEDULED;ROLL STOCK READY FOR SHOP OR FIELD CUTTING AND FORMING. THICKNESS IS DECK. CONNECT INLET HOSE TO DISHWASHER AND OUTLET HOSE TO DISPOSER. INDICATED IN FIELD-APPLIED JACKET SCHEDULES. 8. INSTALL PROTECTIVE SHIELDING PIPE COVERS AND ENCLOSURES ON EXPOSED SUPPLIES AND WASTE PIPING OF ACCESSIBLE LAVATORIES. COMPLY WITH REQUIREMENTS IN SECTION 220719"PLUMBING PIPING PIPE MAX MUM DISTANCE B. ALUMINUM JACKET: COMPLY WITH ASTM B 209,ALLOY 3003,3005,3105,OR 5005,TEMPER H-14. NOTE: 111:e INSULATION," DIAMETER ) LAVATORY ALL OTHER FIXUTRES 1. SHEET AND ROLL STOCK READY FOR SHOP OR FIELD SIZING. (IN 2. FINISH AND THICKNESS ARE INDICATED IN FIELD-APPLIED JACKET SCHEDULES. 9. ALL PIPES AT THE FIXTURES,WHICH MAY BE EXPOSED TO VIEW, SHALL BE BRASS CHROME FINISH,FINISHED WHERE MULTI-FIXTURE BRANCHES 1/4 6' 50' 3. MOISTURE BARRIER FOR OUTDOOR APPLICATIONS: 3-MIL-THICK, HEAT-BONDED POLYETHYLENE AND KRAFT WITH CHROME ESCUTCHEONS WHERE THEY PROJECT FROM WALLS AND FLOORS. CANNOT ACCOMMODATE DHW SUPPLY PAPER. B. URINAL AND WATER-CLOSET INSTALLATION: 5/16 4' 50' 4. FACTORY-FABRICATED FITTING COVERS: 1. INSTALL URINALS AND WATER-CLOSETS LEVEL AND PLUMB ACCORDING TO ROUGHING-IN DRAWINGS. RIGHT BEHIND FIXTURE CONNECTION, 31+3 3' 50' a. SAME MATERIAL, FINISH,AND THICKNESS AS JACKET. 2. INSTALL WALL-HUNG,BACK-OUTLET URINALS AND WATER CLOSETS ONTO WASTE FITTING SEALS AND PROVIDE A SINGLE CIRC. CONNECTION b. PREFORMED 2-PIECE OR GORE,45-AND 90-DEGREE,SHORT-AND LONG-RADIUS ELBOWS. ATTACHED TO SUPPORTS. 1/2 1' 32' 3. INSTALL FLOOR-MOUNTED WATER CLOSETS ON BOWL-TO-DRAIN CONNECTING FITTING ATTACHMENTS TO FOR EACH FIXTURE. c. TEE COVERS. PIPING OR BUILDING SUBSTRATE. 5/8 1' 32' d. FLANGE AND UNION COVERS. 4. INSTALL ACCESSIBLE,WALL-MOUNTED URINALS AND WATER CLOSETS AT MOUNTING HEIGHT FOR THE COMBINATION THERMOSTATIC AND AUTO 3/4 0.5' 21' e. END CAPS. HANDICAPPED/ELDERLY,ACCORDING TO ICC/ANSI A117.1. FLOW CIRCULATION VALVE,y" SIZE (2.9 7/8 0.5' 16' f. BEVELED COLLARS. 5. INSTALL FLUSHOMETER-VALVE,WATER-SUPPLY FITTING ON EACH SUPPLY TO EACH WATER CLOSET AND GPM @ 5 PSI) UNLESS NOTED OTHERWISE g. VALVE COVERS. URINAL. ON PLAN, LOCATE IN AN ACCESSIBLE 1 0.5' 13' h. FIELD FABRICATE FITTING COVERS ONLY IF FACTORY-FABRICATED FITTING COVERS ARE NOT AVAILABLE. 6. ATTACH SUPPLY PIPING TO SUPPORTS OR SUBSTRATE WITHIN PIPE SPACES BEHIND FIXTURES. LOCATION (ABOVE DROP TILE CEILING OR 1 1/4 0.5' 8' PART 3 EXECUTION 7. INSTALL ACTUATORS IN LOCATIONS THAT ARE EASY FOR PEOPLE WITH DISABILITIES TO REACH. JANITORS CLOSET) OR PROVIDE ACCESS 1 1/2 0.5' 6' 3.01 GENERAL INSTALLATION 8. INSTALL FRESH BATTERIES IN BATTERY-POWERED, ELECTRONIC-SENSOR MECHANISMS. PANEL A. PIPING INSULATION SCHEDULE: SEE SCHEDULE ON DRAWINGS FOR INSULATION REQUIREMENTS. C. SUPPORT INSTALLATION: INSTALL SUPPORTS,AFFIXED TO BUILDING SUBSTRATE, FOR WALL-MOUNTED 7 2 or larger 0.5' 4' LINCOLN CENTER B. PROTECTIVE SHIELDING GUARDS: INSTALL PROTECTIVE SHIELDING GUARDS ON ALL LAVATORIES,SINKS AND FIXTURES. OTHER APPLICABLE PLUMBING FIXTURES AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF AMERICANS D. JOINT SEALING: SEAL JOINTS BETWEEN FIXTURES AND WALLS AND FLOORS USING SANITARY-TYPE,ONE-PART, CENTER #1006 mWITH DISABILITIES ACT(ADA)AND ANSI A117.1. MILDEW-RESISTANT SILICONE SEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR, CW SUPPLY DHW SUPPLY C. FIELD-APPLIED JACKETS: 3.03 CONNECTIONS 1. ALL FITTINGS SHALL BE PROVIDED WITH PVC JACKETS. A. CONNECT FIXTURES WITH WATER SUPPLIES AND SOIL,WASTE,AND VENT PIPING. USE SIZE FITTINGS AND c)............„ 10260 SW G R E E N B U RG 2. PROVIDE PVC OR ALUMINUM JACKETS AS AND WHERE NOTED. CONFORM TO BUILDING COLOR CODING FOR TRANSITION FITTINGS AS REQUIRED MATCHING FIXTURES AND FIXTURE CONNECTION SIZES AS IDENTIFIED ON y" 0 PVC JACKETS. DRAWINGS. TRANSITION FITTINGS SHALL BE MADE AT THE FIXTURE. WHERE INSTALLING PIPING ADJACENT TO yz" DHW CIRC ROAD LLL FIXTURES,ALLOW SPACE FOR SERVICE AND MAINTENANCE. INTEGRAL VACUUM BREAKERS SHALL BE PROVIDED ti p 3.02 DOMESTIC COLD WATER PIPE,VALVES AND FITTINGS: FIXTURE A. INSULATE WITH U.L.APPROVED,FLAME RESISTANT,WHITE VAPOR BARRIER JACKETED,GLASS FIBER SNAP-ON AT ALL OUTLETS WITH HOSE CONNECTIONS. DHW CIRC DCW SUPPLY 4TH FLOOR Z 3.04 ADJUSTING INSULATION PER PIPING INSULATION SCHEDULE.INSULATE VALVES AND FITTINGS WITH GLASS FIBER BLANKET DHW SUPPLY CIRC. CONNECTION SHALL NOT FIXTURE 2 INSULATION AND PREMOLDED PVC COVERS(COVERS TO BE U.L.25/50 RATED).WHERE THE USE OF PVC COVERS A. OPERATE AND ADJUST FIXTURES AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, CIRC. CONNECTION EXCEED THE MAX DISTANCE PORTLAND O R 97223 IN PLENUMS,ETC., IS RESTRICTED BY VARIOUS CODES VALVES AND FITTINGS SHALL BE INSULATED BY FITTINGS,AND CONTROLS. ADJUST WATER PRESSURE AT FLUSHOMETER VALVES TO PRODUCE PROPER FLOW. ti f WRAPPING WITH BLANKET INSULATION. COVER BLANKETS TO SAME DEPTH AS THE PIPE INSULATION WITH INSTALL FRESH BATTERIES IN BATTERY-POWERED, ELECTRONIC-SENSOR MECHANISMS. SHALL NOT EXCEED ~ FIXTURE FROM FIXTURE AS NOTED IN FIXTURE DHW SUPPLY Y. INSULATING CEMENT,TROWELED SMOOTH. IT IS THE CONTRACTOR'S AND MANUFACTURER'S RESPONSIBILITY 3.05 CLEANING AND PROTECTION THE MAX DISTANCE SCHEDULE IMMEDIATELY NO. REVISIONS: DATE: 6 T BE CERTAIN THE CODE AUTHORITY WILL APPROVE ANY PRODUCT TO BE INSTALLED ON THE PROJECT. A. AFTER COMPLETING INSTALLATION OF FIXTURES, INSPECT AND REPAIR DAMAGED FINISHES. CLEAN FIXTURES FROM FIXTURE AS BEHIND FIXTURE /� o MAXIMUM K-VALUE SHALL BE 0.24 BTU-IN/HR-SQ FT/DEGREES. AND FITTINGS WITH MANUFACTURERS'RECOMMENDED CLEANING METHODS AND MATERIALS. INSTALL NOTED IN SCHEDULE CONNECTION / \ a B. DOMESTIC HOT WATER PIPING AND FITTINGS. PROTECTIVE COVERING FOR INSTALLED FIXTURES AND FITTINGS. DO NOT ALLOW USE OF FIXTURES FOR SINGLE FIXTURE APPROACH MULTIPLE FIXTURE APPROACH 1. ALL HOT WATER SUPPLY LINES AND CIRCULATING WATER LINES INSULATE WITH U.L.APPROVED,FLAME TEMPORARY FACILITIES UNLESS APPROVED IN WRITING BY OWNER. 1 RESISTANT,WHITE ALL SERVICE JACKETED,GLASS FIBER SNAP-ON PIPE INSULATION 1'THICK. INSULATE END OF SECTION FITTINGS WITH GLASS FIBER BLANKET INSULATION AND PREMOLDED PVC COVERS.MAXIMUM K-VALUE SHALL n BE 0.24 BTU-IN/HR-SQ FT/DEGREES. C. HANDICAPPED FIXTURES A o 1. INSULATION OF PIPES UNDER HANDICAPPED LAVATORIES: INSULATE ANGLE STOP ASSEMBLIES AND DRAIN /A -6 LINES WITH FOAM INSERT COVERED WITH 1/8"MINIMUM ABRASIVE RESISTANT EXTERIOR COVER WITH / \ FASTENERS LOCATED OUT OF SIGHT, BROCAR TRAP WRAP KIT 500R AND 500HS, OR EQUIVALENT. DOMESTIC HOT WATER CIRCULATION CONNECTION DETAIL A END OF SECTION NO SCALE /A • 5 SECTION 22 1116-DOMESTIC WATER PIPING AND SPECIALTIES u • PART 1 GENERAL 1.01 SUBMITTALS LANDLORD REVIEW ISSUE DATE: 10/05/18 A. SUBMITTAL REQUIREMENTS SHALL BE AS IDENTIFIED IN SPECIFICATION SECTION 22 0010 COMMON PLUMBING TENANT REVIEW ISSUE DATE: 10/05/18 REQUIREMENTS. BID ISSUE DATE: 10/05/18 S5 1.02 QUALITY ASSURANCE PERMIT ISSUE DATE: 10/05/18 B A. POTABLE-WATER PIPING AND COMPONENTS SHALL COMPLY WITH NSF 14 AND NSF 61. PLASTIC PIPING CONSTRUCTION ISSUE DATE: XX/XX/18 °' COMPONENTS SHALL BE MARKED WITH"NSF-PW." B. ALL FITTINGS SHALL BE LEAD FREE(ASTM LISTED)AND SHALL BE MADE WITH CORROSION-RESISTANT D MATERIALS.MANUFACTURER SHALL PROVIDE UPON REQUEST THIRD PARTY CERTIFICATION TESTED IN ACCORDANCE WITH EN ISO 6509 REGARDING DEZINCIFICATION CORROSION RESISTANCE AND STRESS CORROSION CRACKING. > PART 2 PRODUCTS c 2.01 PIPING AND JOINT MATERIALS DRAWING TITLE: E. A. HARD COPPER TUBE: ASTM B 88,TYPE L WATER TUBE,DRAWN TEMPER. x 2.02 VALVES AND DOMESTIC WATER SPECIALTIES PLUMBING PLANS, DETAILS, g A. BALL VALVES-BRONZE: TWO-PIECE,FULL-PORT,BRONZE BALL VALVES WITH BRONZE TRIM. VALVE SHALL BE SCHEDULES AND > RATED TO 150 PSIG 5WP AND 600 PSIG CWP. BODY SHALL BE ASTM 861,862 OR B584 BRONZE WITH AR�+NCE cx a CHROME-PLATED BRASS BALL. ALL COMPONENTS SHALL BE"DEZINCIFICATION RESISTANT"AND CERTIFIED NOTAppR� DY SPECIFICATIONS B. CHECK VALVES-BRONZE: CLASS 150 BRONZE SWING CHECK VALVES WITH BRONZE DISC. VALVE SHALL BE VED KITH THIS pERMIT DRAWING NUMBER: 0 0_ RATED TO 300 PSIG CWP. BODY SHALL BE ASTM B61,B62 OR B584 BRONZE. ALL COMPONENTS SHALL BE "DEZINCIFICATION RESISTANT'AND CERTIFIED"LEAD-FREE." CO C. WATER-HAMMER ARRESTERS: WATER-HAMMER ARRESTERS ARE A BASIS-OF-DESIGN PRODUCT;SUBJECT TO �± COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT INDICATED ON DRAWINGS. WATER-HAMMERP1 . 0 r ARRESTERS SHALL BE ASSE 1010 LISTED METAL BELLOWS TYPE. ALL COMPONENTS SHALL BE CERTIFIED CO "LEAD-FREE." a D. FLEXIBLE CONNECTORS: STAINLESS-STEEL-HOSE FLEXIBLE CONNECTORS: CORRUGATED-STAINLESS-STEEL :z- 79. o © 2018 idGROUP, LLC