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Plans (5) BtP2015 - 00265 PROJECT COORDINATOR/DESIGN CONSULTANT d 09*, m ti 2641 IRVING BLVD. DALLAS,TEXAS 75207 TEL: 214-638-6800 U I A ITECT CITY OF 1-IGARD ±BUILDING DIVISION R. H. SWEERS II, PROPRIETOR RH SWEERS ARCHITECT EMAIL: rhs@sweersarch.com THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. SEAL r : i. L / WEERS I v; OVERLAP P RK KS : , PROJECT NO.: 343-590 DRAWN BY: KW/KK CHECKED BY: HN T I ARD T H 1. O� 1��.Tt11\1! 1tE'V E`OVED FOR CODS COMPLIANCH Approvedt OTCs Permit#s 6600 W ITA R AD Addreaw Suite#: _ Eyt tct JLA]Ed jr juj Fire Sprinkler J� Fire Alarm .._.✓ T AR 9722 Mechanical Plumbing ..4.� Electrical Truss Engineering Shop Drawings Other .._. OFFICE COPY C N SYMBOL LEGEND PROJECT SUMMARY SITE PLAN PROJECT DIRECTORY SHEET INDEX ROOM NAME ALIGN TO 000 ROOM MARK --- -- MULLION e PROJECT DESCRIPTION 6600 SW BONITA RD ARCHITECTURAL CENTERLINE TENANT: ARCHITECT: • - MATTRESS FIRM R.H. SWEERS II, G0.0 COVER SHEET AND INDEX GRID LINE :' ��� G0.1 GENERAL NOTES AND EXITING PLAN R MARK /, ' ;h45 5815 GULF FREEWAY RA NCARB CSI CCS LEED-AP 1 01 GRID NO. REFERENCE -THE SCOPE OF THIS PROJECT IS ANON-STRUCTURAL INTERIOR FINISH-OUT IN AN �:f. ;,:,,, ;;, �/ �;,., , ,,. ... „ 6.., � A, � ,�;, , << . ""'' REFER NCy, ;, i � ( . � ' � � HOUSTON, TX 77023 11327 MACKEY STREET OR LETTER EXISTING SINGLE FLOOR SUITE FOR THE ABOVE NAMED TENANT. i ". 6` " "' G0.2 RESPONSIBILITY MATRIX , H" NAT'L CONST. MGR: AMMY BUTERA OVERLAND PARK KS 66210 _...._._ ..._.._.._....._....-_.-.--..- -ALL EXTERIOR SIGNAGE PACKAGES ISSUED UNDER SEPARATE PERMIT. � ,--%%'%%' y " ��� <; .,;;'� <�«� ;,, ..�. :;;�'.�" •" "'�"" -' � �� '_' D1.0 DEMOLITION PLAN REVISION REVISION "`"' ''"'% > »A TEL. 713.651.2051 TEL. 816.213.7082 WINDOW MARK AWNINGS ISSUED UNDER SEPARATE PERMIT. ��'"� � �` y .................................................. .... .... ........................................................................................ 1 NUMBER REFERENCE FIRE PROTECTION PLAN, IF PROVIDED, ISSUED UNDER SEPARATE PERMIT. '; IL: sammy.butera@mfrm.com EMAIL. rhs@sweersarch.com EMAIL: Y• ,.YREFLECTEDE r D1 1 DEMOLITION CEILING PLAN �- �• %��-.• ' ;i' ,. ; „' CONST. PROJ. MGR. T.B.D CONTACT. R.H. SWEERS _...... ............._.._._....-..._..-..........._._.........._.._._._....-. `. ` y A1.0 EXISTING PARKING PLAN (FOR REFERENCE ONLY) M � ELEVATION � :.,. -»' � ::. ........ ......................................a ;` /. � KEYNOTE �. � .,, '� -:, -�� :: ' : ® LANDL RD CONTACT: • PROJECT COORDINATOR: _........................................................ . ......... X/XX.X REFERENCE-- O A2.0 FLOOR PLAN AND SCHEDULES REFERENCE * APPLICABLE BUILDING CODES r , « 'j... CBRE THE idGROUP JURISDICTION TIGARD, OR ! '. A2.3 REFLECTED CEILING PLAN, SCHEDULES AND DETAILS SECTION r : ..' XX-XX FINISH MARK " 1300 SW 5TH AVE. 2641 IRVING BLVD. --- O F X/XX.X REFERENCE -<,. ;, ;•� ' A2.4 FIRE PROTECTION PLAN (FOR REFERENCE ONLY) SUITE #3000 75207 _........_._...._...-...-_...._..__._...._........ ... ... .........._.--....... .. ...-..__.__.._-_..__ ......_........__, ._,__.__._..-..__-_ _......-,_-,___, WALL MARK- REF. 1 s ,, ' '',. " PORTLAND, OR 97201 TEL: 214.638.6800 A2.5 FINISH PLAN, SCHEDULES AND DETAILS BUILDING 2014 OSSC X SHEET A8.0 FOR 4 xx.x 2 ELEVATION - -_ -_ � � " /` '' �' � u "` . hnichols@idgroupdallas.com TEL 503 221 4867 EMAIL: A . REFERENCE 2 7 GRAPHIC FIXTURE PLAN.AND-SCHEDULES � � � v O 4: EMAIL: tom.fellman@cbre.com CONTACT: HOLLY NICHOLS - ---------- - --. ••--•---....... __ _.___..._...._.- WALL TYPES 3 FIRE 2014 OFC ; , , �' �// � ------ ' � t G` , f .. E cn y. % CONTACT: THOMAS FELLMAN A30 EXTERIOR ELEVATIONS TIGARD SOUTH , ...................................................... ELEVATION IN PLUMBING 2014 OPSC � ,: . :. �. � ............................................... — ALIGN FINISH TO DATUM OR FLOOR - -- � --- - w ;, " ' h/ % ; "' ' " A5.0 ENLARGED RESTROOM PLAN, ELEVATIONS AND SCHEDULES RELATIONSHIP TO MECHANICAL 2014 OMSC w ' • MEP CONSULTANT: _ __-__-_._.._ __--___.-__---__..---_----.--.-.__.__----------------- _9V -.._.-- __-.. .. _. ._ _....................._-_-....._-...-.-..-._.--..-..---. ___ . -_ _._- 6600 S W B O N I TA ROAD i EXISTINGMAIN FLOOR OR ELEVATION o _ o k t ">` .r ALIGN -- p A6.0 INTERIOR ELEVATIONS AND SCHEDULES STATE D ! <;;<:::.«. 2 14 ESC ,.a::.,.:::. .: ,,-;, r; ..................................................................................................... ............... ................................... ............................................................................................................ ELECTRICAL 0 O 4;,,, ,y: SCHNACKEL ENGINEERS, INC. TIGARD OR 97224 .1 INTERIOR ELEVATIONSAND HED LE y. ' 3035 SOUTH 72ND STREET 6 IN RIO SCHEDULES S MATCH LINE GAS APPENDIX C- FUEL GAS Q ,° ,,,,, u': - ___._._......__.__..._._......_.-..._............ .. ____._.-.._...-...._.-...............-...__. _ .........__......-.__.__...._. __• _...__�. __.._. ITE 1 1 L PE SCHEDULES AND DETAIL :� .. SU 0 A WALL TYPES, U S S ~—REFER TO _-- 06/AG-1 E LAN 8 0 NO. REVISIONS: DATE: ENLARGED P ENERGY 2014 OEESC r :�;,� � � .................... ............. .................................................................--•--.-.-.................-.............................................-.......... I SHEET NO.. MATCH LINE DETAIL - --- -- - " ' OMAHA, NE 68124 l 1 REFERENCE SP1.0.._... .....SPECIE-CATIONSry_--....---..._.-._..-.--..._.-- ACCESSIBILITY 2014 OSSC-CHAPTER 11 � �',� , ." �" TEL. 402.391.7680 ---- ,./ ' ;, •moi;.,, N - EMAIL: mkilgore@schnackel.com SPECIFICATIONS .... SP2..0 .........S . .............. . .................... . .............. .............•-----•---•--..................................................................................._................................ BUILDING CONTACT: MIKE KILGORE - X/A5.0 • BUILDING DATA /" DIMENSION — — SECTION � SP3.0 ACCESSIBILITY STANDARDS x N REFERENCE ZONING CLASSIFICATION: I-P (INDUSTRIAL PARK) 04SP4.0 ACCESSIBILITY STANDARDS CONSTRUCTION TYPE: III-B REVISION LOG ABBREVIATIONSSEISMIC DESIGN CATEGORY: N/A MECHANICAL AUTOMATIC SPRINKLER SYSTEM: ES NO • REVISION • DATE • DESCRIPTION M1.0 MECHANICAL PLAN AND NOTES .. .................................................................................................................... .............................................................................................................................................................. M2.0 MECHANICAL DETAILS &SCHEDULES AAMPERE HT HEIGHT FIRE ALARM SYSTEM: YES NO ................................................................................................................................................................................................................................................................._............................... NUMBER OF STORIES: 01 ............ ........................................................................................................................................................................................................................................................................ M3.0 MECHANICAL SPECIFICATIONS Ai A.D.A. AMERICANS WITH HVAC HEATING, VENTILATION & N N DISABILITIES FINISHED ACT AIR CONDITIONING VICINITY MAP KEY PLAN A.F.F. ABOVE FINISHED FLOOR MAX. MAXIMUM ..... ............................................................................................................. ................................................................................._......................................................_................... E CAL A.H.J. AUTHORITIES HAVING M.D.F. MEDIUM DENSITY FIBER BOARD LANDLORD REVIEW ISSUE DATE: 08/11/2015 JURISDICTION MIN. MINIMUM ® PROJECT DATA E0.0 ELECTRICAL GENERAL NOTES &SYMBOL LEGEND TENANT REVIEW ISSUE DATE: 08/11/2015 _.._................................................................................................................. ............................................................................................................................................ -. .. .................................... BID UE DATE: 08/11/2015 ADN'L ADDITIONAL MFR. MANUFACTURER E1.0 ELECTRICAL PANEL SCHEDULES &DETAILS OCCUPANCY CLASSIFICATION: M - MERCANTILE ______-_._-......._.......-'------------.--------.._...................._-----...-..._..........._.........-............_______.__--_..-._..._..___._... -.___....._._-.. PERMIT ISSUE DATE: 08/11/2015 BD. BOARD N.I.C. NOT IN CONTRACT ------..._- BLKG. BLOCKING N.T.S. NOT TO SCALE GROSS FLOOR AREA: 9,000 SF E2.0 POWER AND SYSTEMS PLAN CONSTRUCTION ISSUE DATE: 08/11/2015 CAB. CABINET O.C. ON CENTER TOTAL OCCUPANT LOAD: REFERENCE SHEET G0.1 _........................................................................................_............................... yam%/; '� ,� E3.0 LIGHTSTAT DETAILS F—�� E .. ..............................................................................._..........................................................._..- ___ ... _ _._ CLG. CEILING OPG. OPENING ................... .............._............................................ .. .. CLR. CLEAR OPENING PART. PARTICLE MINIMUM # OF REQ'D EXITS: 02 ' / . �. ''. :' E4.0 LIGHTSTAT DIMMER PANEL DETAILS COL. COLUMNS PR. PAIR PREFAB. PREFABRICATED TR. CONTRACTOR /j ,. � • /• E5.0 ELECTRICAL SPECIFICATIONS CONCO ........................ .............................................................. ...................................................................................................................................................... DWGS. DRAWINGS P.T.L. PRESSURE TREATED LUMBER " PLUMBING 1 H / / . • • E RTY DATA r PROP �::, . ' :n :, » , , ,:::.:, �/: ;;"� < ............ ......................_........... ................................................................................................................................................................................................................................... DRAWING TITLE: E.C. EXISTING TO BE CAPPED REF. REFERENCE , ELEC. ELECTRICAL REQ'D REQUIRED / ✓ s '< >� ;>;;.�: ;� .,:.:...-,i s, ... .............. ..... .............................................................. P1.0 PLUMBING PLANS 2S 112AD01100 24,/ BER ,:..: ; �,,,. ....,;:!i�. r SimM SIMILAR TAX I D NUM I e;,,; _ ....._.__............_.... -__ _-_.__. __- __.__._-..._.•.__.-._. ....... EQ. EQUAL £ y ' P2.0 PLUMBING DETAILS, SCHEDULES & RISER DIAGRAMS WASHINGTON ;/ .. ..................................... .... . ................................................. .............................................------................................................................................................. F.E. FIRE EXTINGUISHER S.S. STAINLESS STEEL COUNTY: S COVER SHEET AND INDEX FEC FIRE EXTINGUISHER CABINET STD. STANDARD PARTITION PLAT PLAT#: 2000-20 P PLUMBING 30 U G FHC FIRE HOSE CABINET T.B.D. TO BE DETERMINED %s, "':%y _....__........_....... LOT#: yx ;� s /. FLUOR. FLUORESCENT TYP. TYPICAL ;;,, '; ;,/; / ,,�:� � �:;�� ....... .. ..................:................... P4.0 PLUMBING SPECIFICATIONS is �4; ,1�, ............. ................................... .................................--.....-..................................................-.....-.......................................... . .................................... DRAWING NUMBER: F.R.F. FIRE RETARDANT TREATED U.O.N. UNLESS OTHERWISE NOTED NEIGHBORHOOD CODE. 2FWY (//s, 1 t / ........................................ .................................................................................................................................................................................................................................. FRP FIBERGLASS REINFORCED V VOLTS � �,> PLASTIC VCT VINYL COMPOSITION TILE � -�-��„��� �.___-•••-_-__--...•__ GA. GAUGE V.I.F. VERIFY IN FIELDwl "y.. / / M H .............. WITH .................................. . ................................................................................................................................................................................................................._. G.C. GENERAL CONTRACTOR W/ ..._._ ....__,....__....________�._._.__................ _ GWBX TYPE"X"GYPSUM BOARD W/o WITHOUT Vi',"µ.:" ' f sgo / it H o, GYP. BD. GYPSUM BOARD WH WATER HEATER :;, ;».�,• , _. _......................... ................................... 000 H.M. HOLLOW METAL HDWRHARDWARE ..............................................................._..................................................................................................................................................................................._..................... © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES: CODE SUMMARY P. LEASE SPACE AREA: 9,000 SQ. FT MEANS OF EGRESS: NO.OF EXITS TOTAL: 2A. GENERAL 4. PARTITIONS THAT INTERSECT INTERIOR OR EXTERIOR GLAZED WALLS ARE TO RULING AND JUDGMENT OF THE ARCHITECT AND MUST BE SUBMITTED FOR (2 REQUIRED BY IBC) 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,A.I.A. CENTER ON MULLIONS AND PERPENDICULAR TO EXTERIOR WALL UNLESS DETAILED APPROVAL PRIOR TO PURCHASE OR USE. OTHERWISE. EXIT WIDTH PROVIDED (1) 68 DOUBLE STANDARD FORM A201 -CURRENT EDITION,ARE HEREBY INCORPORATED INTO THIS OCCUPANCY GROUP M (MERCANTILE) (EXIT WIDTH REQUIRED: locc.load xfactor]'•MIN.: (1)34"SINGLE DOCUMENT EXCEPT AS SPECIFICALLY MODIFIED BELOW. 2. THE CONTRACTOR SHALL HAVE (10)WORKING DAYS FROM AWARD OF THE CLASSIFICATION 32) 5. UNLESS OTHERWISE NOTED,PARTITIONS AND OTHER ELEMENTS ON THE CONTRACT TO SUBMIT SUBSTITUTIONS OF SPECIFIED PRODUCTS OR WORK FOR MAXIMUM DISTANCE TO EXITS 198'-6" DRAWING THAT ARE DRAWN AT AN OBLIQUE ANGLE ARE TO BE CONSTRUCTED AT A REVIEW BY ARCHITECT AND SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND (25&-0'W(sPRIN RINKLLER RIBC 0 2. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE BUILDING TYPE OF CONSTRUCTION III-B (SPRINKLERED} (200'-0`W/OUT SPRINKLERlBCf6f8.f) idGROUrm PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND 45-DEGREE ANGLE TO THE MAIN GRID. REASONS FOR SUBSTITUTION. THE ARCHITECT SHALL RESPOND IN (10)WORKING (Common path oftrava/sba0not exceed 75'-o) INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE DAYS FROM RECEIPT OF SUBMITTAL, NO SUBSTITUTIONS SHALL BE ACCEPTED EXIT SEPARATION 139'-5" LONGEST DIAGONAL 2641 IRVING BLVD. WORK. SCHEDULING OF APPROVALS AND INSPECTIONS BY AUTHORITIES HAVING 6. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND AFTER THE INITIAL TIME LIMIT HAS EXPIRED. OCCUPANT LOAD: 46'-5" REQUIRED DALLAS,TEXAS 75207 SMOOTH WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. TEL: 214-638-6800 JURISDICTION {A.H.J.}OVER THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. FILEIRECORDS: 300 SF 1300=1 112'-6" PROVIDED 3. IN THE EVENT THAT THE AFOREMENTIONED DRAWINGS,SPECIFICATIONS, ETC. REMAINING SPACE: 8,700 SF/30 =290 3. THE CONTRACT DOCUMENTS CONVEY DESIGN INTENT AND THE GENERAL TYPE OF 7• UNLESS DIMENSIONED OTHERWISE, DEPTH OF FURRING ON COLUMNS AND ARE NOT SUBMITTED FOR REVIEW AND APPROVAL,THE CONTRACTOR SHALL ASSUME CONSTRUCTION DESIRED ARE INTENDED TO APPLY TO THE FINEST QUALITY OF OTHER ELEMENTS IS TO BE HELD TO THE MINIMUM THICKNESS REQUIRED TO FULL RESPONSIBILITY FOR THE REPLACEMENT,CORRECTION OR ACQUISITION OF RESTROOM CALCULATIONS: MEN WOMEN DRINKING FOUNTAIN SERVICE SINK ARCHITECT CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. CONCEAL MECHANICAL, PLUMBING OR ELECTRICAL COMPONENTS. PRODUCTS TO COMPLY WITH OWNER'S SPECIFICATION AND APPROVAL. TOTAL OCC. LOAD: =291 REQ'D PROV'D REQ'D PROV'D REQ'D PROV'D REQ'D PROV'D LAVATORY 1 1 1 1 4. ANY ITEMS NOTED"BY OWNER"OR AS BEING PROVIDED BY OWNER IN THESE 8. UNLESS OTHERWISE INDICATED,POSITION DOOR JAMBS 4"OFF THE FACE OF 4. UPON SUBSTANTIAL COMPLETION OF WORK,THE HVAC SYSTEM SHALL BE WATER CLOSET 1 1 1 1 CONTRACT DOCUMENTS SHALL BE PROVIDED BY THE OWNER OR HIS VENDORS AND ADJACENT INTERSECTING PARTITIONS OR CENTER ON PARTITION. BALANCED BY A QUALIFIED ENGINEER AND A WRITTEN REPORT SHALL BE SUBMITTED DRINKING FOUNTAIN 1 1(HIGH) R. H. SWE ERS 11, INSTALLED BY THE GENERAL CONTRACTOR OR HIS FORCES UNLESS EXPRESSLY TO THE OWNER. 1(LOW) NOTED AS BEING INSTALLED"BY OWNER"-REFER TO THE RESPONSIBILITY 9. OUTLETS THAT OCCUR ON OPPOSITE SIDES OF THE SAME PARTITION ARE TO BE SERVICE SINK 1 1 PROPRIETOR SCHEDULE FOR MORE INFORMATION.THE GENERAL CONTRACTOR SHALL BE STAGGERED HORIZONTALLY A MINIMUM OF 12"TO MINIMIZE SOUND TRANSMISSION. 5. UPON SUBMISSION OF THE"FINAL APPLICATION FOR PAYMENT",THE CONTRACTOR RESPONSIBLE FOR PROVIDING ANY AND ALL ACCESSORY MATERIALS REQUIRED TO SHALL PROVIDE THE OWNER WITH (1)SET OF AS-BUILT DOCUMENTATION INCLUDING RH SWEERS ARCHITECT INSTALL SUCH ITEMS AND MAKE FINAL CONNECTIONS. C. DEMOLITION, CUTTING, AND PATCHING DRAWINGS,SPECIFICATIONS,ADDENDA,CHANGE ORDERS, PRODUCT DATA, EMAIL: rhs@sweersarch.com 1. THE CONTRACTOR SHALL INSPECT THE SITE AND CALL ATTENTION TO EQUIPMENT WARRANTIES AND MANUALS, FINISH SAMPLES AND OTHER REQUIRED 5. PRIOR TO SUBMITTING A PROPOSAL OR COMMENCEMENT OF WORK,THE ENVIRONMENTAL HAZARDS WITH LANDLORD. SAID HAZARDS ARE TO BE REMOVED SUBMITTALS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN CONTRACTOR SHALL VISIT THE PROJECT SITE TO COMPARE THE SCOPE OF WORK AT THE LANDLORD'S EXPENSE. REMOVAL SHALL ADHERE TO THE ENVIRONMENTAL WARRANTY COVERING ALL WORK PERFORMED UNDER THE CONTRACT. WARRANTY SHOWN ON THE DRAWINGS AND OTHER CONTRACT DOCUMENTS WITH EXISTING PROTECTION AGENCY'S GUIDELINES. SHALL BE FOR A PERIOD OF ONE YEAR COMMENCING ON THE DATE OF SUBSTANTIAL CONDITIONS. PROMPTLY REPORT ANY ERRORS,OMISSIONS,INCONSISTENCIES OR COMPLETION AND SHALL BE INCLUDED WITH THIS SUBMITTAL. THIS DRAWING PREPARED UNDER SUPERVISION,AND i DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, OTHER DETRIMENTAL CONDITIONS TO THE ARCHITECT. IF THE CONTRACTOR FAILS 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION,CUTTING AND CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY TO PERFORM THIS OBLIGATION,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL PATCHING REQUIRED TO FACILITATE COMPLETION OF THE WORK. 6. THE CONTRACTOR SHALL SUPPLY LIEN WAIVERS RELATING TO ALL WORK WITH DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND COSTS AND DAMAGES ASSOCIATED WITH ACTIONS REQUIRED TO CORRECT THE"FINAL APPLICATION FOR PAYMENT"TO BE REVIEWED FOR"FINAL CERTIFICATE SEAL. UNREPORTED CONDITIONS THAT OTHERWISE COULD HAVE BEEN AVOIDED. 3. UNLESS NOTED OTHERWISE,ALL DEMOLISHED DEBRIS, MATERIAL, EQUIPMENT OF PAYMENT". 6. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND/OR AND FIXTURES BECOME THE PROPERTY OF THE CONTRACTOR WHO IS RESPONSIBLE G. CHANGES IN WORK SEAL FOR ITS SAFE REMOVAL FROM THE SITE. DISPOSAL OF DEMOLISHED MATERIAL SPECIFICATIONS,THE CONTRACTOR SHALL REQUEST A CLARIFICATION FROM THE SHALL BE IN ACCORDANCE WITH APPLICABLE RULES, REGULATIONS AND 1. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK ARCHITECT IN WRITING. THE ARCHITECT'S RESPONSE TO THE CONTRACTOR'S ORDINANCES OF AUTHORITIES HAVING JURISDICTION. COORDINATE WITH OR MAKE CHANGES BY ALTERING,ADDING TO OR DEDUCTING FROM THE WORK-THE REQUEST FOR INFORMATION SHALL NOT BE CAUSE FOR A CHANGE IN THE LANDLORD. CONTRACT SUM BEING ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE EXECUTED CONTRACT AMOUNT UNLESS IT IS AGREED THAT THE ORIGINAL SCOPE OF WORK HAS UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR BEEN ALTERED BY THE RESPONSE. 4. PATCH ALL EXISTING OR NEWLY DAMAGED AREAS TO MATCH ADJACENT EXTENSIONS OF TIME CAUSED THEREBY SHALL BE INDICATED ON THE CHANGE S ERS I n y 7. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO SURFACES FOR QUALITY,TEXTURE,COLOR, REINFORCEMENT AND THICKNESS. ORDER. 0 � THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRENCHING AND 2. CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY QVERLAj PAAK, KS , TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION UNDER GROUND WORK WITH SUBCONTRACTORS. ARCHITECT AND OWNER AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE OF ANY OF THE CONSULTANTS WORK AND TO BRING ANY DISCREPANCIES OR WORK, MATERIALS BEING USED,THE ROOM NUMBER OR AREA AFFECTED,AND THE CONFLICTS TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. IMPROPERLY D. GENERAL CONSTRUCTION AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. F O INSTALLED WORK SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS 1, ALL LANDSCAPE MATERIALS DISPLACED OR DISTURBED AS A RESULT OF EXPENSE AND AT NO EXPENSE TO THE ARCHITECT,HIS CONSULTANTS OR THE CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION. OWNER. H. SITE CONSIDERATIONS 2. THE CONTRACTOR SHALL FIRMLY ANCHOR PARTITIONS PER JURISDICTION AND 1. DEMOLITION WORK SHALL BE COORDINATED WITH THE LANDLORD TO MINIMIZE 8. GENERAL CONTRACTOR WILL COORDINATE ALL WORK WITH THE LANDLORD AND INDUSTRY STANDARDS AND USE METAL TRIM ACCESSORIES AT EXPOSED CORNERS, DISRUPTION AND INCONVENIENCE TO OTHER OWNERS IN OCCUPIED BUILDINGS. PROJECT NO.: 343-590 PERFORM WORK TO MEET ALL REQUIREMENTS OF THE LEASE AGREEMENT, CONTRACTORS WORK IS SUBJECT TO INSPECTION BY THE LANDLORD FOR EDGES AND ENDS IN PLASTER AND DRYWALL PARTITIONS. MAINTAIN SAFE MEANS OF ACCESS AND EGRESS TO OCCUPIED OWNER SPACES. DRAWN BY: KW/KK COMPLIANCE WITH THE TERMS OF THE LEASE AGREEMENT. 3. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED 2. MAINTAIN THE INTEGRITY OF RATED PARTITIONS AND OTHER FIRE RATED CHECKED BY: HN 9. PRIOR TO BEGINNING WORK,THE CONTRACTOR SHALL FURNISH A CONSTRUCTION PLUMBING FIXTURES,TOILET ACCESSORIES,CABINETS,TABLES AND CONCEALED ASSEMBLIES. REPAIR OR REPLACE DAMAGED PORTIONS WITH NEW CONSTRUCTION BLOCKING. TO MATCH EXISTING AND HAVE REPAIR WORK APPROVED BY THE BUILDING SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF WORK,SCHEDULE OF INSPECTOR. VALUES,AND INSURANCE CERTIFICATE. THIS SCHEDULE SHALL INDICATE ORDERING 4, ALL CONCEALED PLYWOOD,WOOD BLOCKING,AND WOOD STUD/JOIST FRAMING LEAD TIMES,A BEGINNING AND END DATE FOR EACH PHASE AND A PROJECTED SHALL MEET U.L.FIRE RETARDANT TREATED REQUIREMENTS, 3. THE GENERAL CONTRACTOR SHALL REVIEW THE OWNER'S SPACE WITH THE COMPLETION DATE FOR THE ENTIRE PROJECT. LANDLORD TO DETERMINE IF ANY ACCESS PANELS ARE LOCATED IN THE OWNER'S 5. DO NOT PUNCH OR USE METAL DECK TO SUPPORT SUSPENDED CEILING. SPACE FOR THE LANDLORD'S AND/OR OTHER OWNER ELECTRICAL BOXES AND/OR 10,THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SUSPENDED METAL FRAMING-CEILING AND METAL STUD PARTITION FRAMING SHALL VALVES. THE GENERAL CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT AND SCHEDULING OF THE WORK EFFORTS FOR ALL ENGINEERS,SUBCONTRACTORS, BE SUPPORTED FROM STRUCTURAL STEEL ROOF FRAME. THE OWNER OF ANY REQUIRED ACCESS PANEL LOCATIONS. CRAFTSMEN AND TRADESMEN REQUIRED TO COMPLETE THE JOB AND SHALL BE RESPONSIBLE FOR PROVIDING THEM WITH FULL SETS OF CURRENT DRAWINGS, 6. ALL ROOF PENETRATIONS SHALL BE CUT, FLASHED AND SEALED BY THE 4. IF EXISTING,VERIFY EXISTING SPRINKLER DROP LOCATIONS. ADDITIONS, ADDENDUM,AND OTHER SUPPLEMENTAL INFORMATION PERTINENT TO THE LANDLORD'S ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ROOF SYSTEM MODIFICATIONS OR RELOCATIONS OF THE EXISTING SPRINKLER SYSTEM ARE TO BE COMPLETION OF THE WORK. INTEGRITY AND WARRANTY. ALTERED IN TOTAL CONFORMANCE WITH LANDLORD'S CRITERIA AND SHALL BE SUBMITTED FOR PERMIT SEPARATELY. DRAWINGS SHALL BE SUBMITTED TO 11.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE 7, THE CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL, LANDLORD FOR REVIEW. ITEMS WITHIN THE SPACE AND ABOVE THE CEILINGS (INCLUDING BUT NOT LIMITED ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. TO,STRUCTURAL MEMBERS,CONDUITS, RACEWAYS,LIGHT FIXTURES,CEILING LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. 5. IN BUILDINGS CONSTRUCTED WITH POST-TENSIONED CONCRETE, LOCATE P-T SYSTEM AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED)AND SHALL BE TENDONS BY X-RAY DETECTION PRIOR TO STARTING OF ANY CUTTING OR DRILLING. RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH 8, CEILING FRAMING IN THE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY COORDINATE ALL SUCH ACTIVITIES WITH THE OWNER. FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE. ALIGNED WITH EACH OTHER AND WITH THE RECESSED LIGHT FIXTURES. ALL RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILING, 6. STOREFRONT MUST BE SELF SUPPORTING. ANY ATTACHMENT TO DEMISING WALL, EXISTING 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL NEUTRAL SOFFIT CONSTRUCTION,OR ROOF STRUCTURE SHALL BE FOR LATERAL SINGLE DOOR SERVICE FOR TRADES. 9. NEW PIPE,CONDUIT AND DUCT PENETRATIONS OF FIRE RATED ASSEMBLIES ARE STABILITY ONLY. DO NOT SUPPORT FROM LANDLORD'S SOFFIT, ROOF FRAME OR EXIT WIDTH 34" TO BE CONSTRUCTED IN ACCORDANCE WITH AN UNDERWRITERS LABORATORY COLUMNS. a 13. UNLESS OTHERWISE STIPULATED IN THE CONTRACT DOCUMENTS,THE TESTED DESIGN. EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION,STORAGE AND PAYMENT 7. PROVIDE NON-COMBUSTIBLE BEAM TO SUPPORT STOREFRONT CONSTRUCTION IF ';, z DOUBLE DOOR OF ALL LABOR,MATERIALS,TAXES, EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT, NECESSARY. DO NOT SUPPORT FROM LANDLORD'S SOFFIT,ROOF FRAME OR MACHINERY EXIT WIDTH 68" 10• WIRING AND CONDUIT IS TO BE CONCEALED IN BOTH NEW AND EXISTING ,r r ff 'TRANSPORTATION AND OTHER FACILITIES NECESSARY FOR PROPER PARTITIONS WITH ALL OUTLETS COLUMNS.SWITCHES AND SIMILAR DEVICES MOUNTED IN EXECUTION AND COMPLETION OF THE WORK WHETHER OR NOT IT IS SPECIFICALLY RECESSED JUNCTION BOXES WITH FLUSH COVER PLATES. SURFACE MOUNTED '/........ :»;.v...: ........ .::.s.>•»,. .,?n Y::,,,,. ...n.,.,., ....::o.J+ Y.....:r: yr+u,,.?+ .:? ,.,»;,, .:.,.+.... w:+++:a: .?... r:5. :li!;.•»,n f::.M,Y,S M,......'.:: '%'"/:... ...'f. /%:^,;..^. .:if:f K.,..,;,N. ..r.;,,, ,,,5, f..': CALLED OUT OR DETAILED O N THE DRAWINGS. "PREMIUM GRADE" QUALITY STANDARD AND SHALL BE"FLUSH 8. W D CASEWORK HALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTECONDUIT,WIRM LDUTLET ETC.WILL NOT BE PERMITTED UNLESS THERWISE .....r ,? xt...»,. J.0 AWI 14. THE CONTRACTOR WARRANTS TO THE OWNER THAT MATERIALS AND EQUIPMENT CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE :< DRAWINGS. FURNISHED UNDER THE CONTRACT WILL MEET INDUSTRY STANDARDS AND BE NEW 11. VERIFY EXACT DIMENSIONSOF OWNER EQUIPMENT FEATURESRE S AND OF GOOD QUALITY UNLESS OTHERWISE PERMITTED BY THE CONTRACT AND FIXTURES TO ASSURE A PROPER FIT WHERE EQUIPMENT, FEATURES AND 9. PLASTIC LAMINATE CASEWORK SHALL CONFORM TO ARCHITECTURAL WOODWORK DOCUMENTS. THE WORK WILL BE INSTALLED PER MANUFACTURER'S FIXTURES ARE SHOWN BUILT-IN TO NEW MILLWORK, UNDER COUNTER AND BETWEEN INSTITUTE(AWI)"CUSTOM GRADE"QUALITY STANDARDS AND SHALL BE"FLUSH +''' SPECIFICATIONS,FREE FROM DEFECTS AND WILL BE COMPLETED IN A NEAT ANDyJr NEW AND EXISTING PARTITIONS. OVERLAY"CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE DRAWINGS. WORKMANLIKE MANNER ACCEPTABLE TO THE OWNER. 12. COMMUNICATION, DATA,SECURITY AND SIMILAR SYSTEMS WILL BE PROVIDED 10. CASEWORK SHALL BE SCRIBED TO WALL OR CEILING. CONTRACTOR SHALL 15. THE CONTRACTOR SHALL PROMPTLY CORRECT IN A PROFESSIONAL MANNER,AT AND INSTALLED BY THE OWNER UNLESS OTHERWISE NOTED IN THE CONTRACT COORDINATE WITH OTHER INVOLVED TRADES. NO COST TO THE OWNER AND WITHOUT CHANGE IN CONTRACT TIME,ALL NON-CONFORMING OR DEFECTIVE WORK AND DAMAGES CAUSED BY HIS WORK OR DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNERAND PROVIDE CONDUIT, BOXES AND OTHER " WORKMEN WHETHER DISCOVERED BEFORE OR AFTER SUBSTANTIAL COMPLETION. ROUGH-IN REQUIREMENTS TO FACILITATE FINAL WIRING INSTALLATION. 16. THE CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND SYSTEMS FOR PROPER 13. LOCKSETS SHALL BE"KEYED"IN ACCORDANCE WITH OWNER REQUIREMENTS. + OPERATIONS UPON SUBSTANTIAL COMPLETION OF PROJECT. "KEYS"ARE TO BE DELIVERED TO OWNER PROPERLY TESTED, THE NUMBER OF MASTER AND PA KEYS SHALL BE COORDINATED WITH LANDLORD. 17. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ENTIRE PROJECT SITE AND S SS ADJACENT AFFECTED SPACES TO THE SATISFACTION OF THE OWNER. 14. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL TILE LOCATIONS, PLASTIC <: 18. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING REPORTS AND PANEL LOCATIONS, MECHANICAL ROOM WALLS,AND AS NOTED ON DRAWINGS. : " <" d GUARANTEES TO THE OWNER OR OWNER'S REPRESENTATIVE: 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.O.C. A. ELECTRICAL INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. tr : REQUIREMENTS. REGULATIONS FOR MATERIALS USED IN CONSTRUCTION. B. PLUMBING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. : REQUIREMENTS 16. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING,STONE,WOOD,OR OTHER MATERIAL. FINISHED d' C. FIRE MARSHALL'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS, FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. '' y D. BUILDING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. d „;; E REQUIREMENTS E. FIRE / LIFE SAFETY w 19. CONTRACTOR SHALL ENGAGE A STRUCTURAL ENGINEER TO REVIEW DESIGN,AND 1. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE f SEAL ALL CHANGES NECESSARY TO THE BUILDING STRUCTURE FOR THE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. f INSTALLATION OF OR REVISION OF ALL CONTRACTOR INSTALLED MECHANICAL UNITS OR OTHER CONTRACTOR INSTALLED ELEMENTS SUPPORTED BY OR ANCHORED TO 2. MAINTAIN THE FUNCTION AND INTEGRITY OF EXISTING FIRE, LIFE/SAFETY AND SECURITY SYSTEMS.ADJUST SPRINKLERS SYSTEM TO ACCOMMODATE NEW LAYOUT.THE EXISTING STRUCTURE. THE ENGINEER SHALLSU SUBSTANTIATE THE DESIGN ;::: ,.:+:.: .. ..:.:::J.; ..:, :,.... Y,y.+,,,, Y•+y:.:+^ n...:v,., , ....». rr,.. Y:•: M, ,. "." . », ..,. ,MODIFICATIONS NECESSARY TO MAINTAIN THE INTEGRITY OF EXISTING BUILDING 3 PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE STRUCTURE. : ". REQUIREMENTS B. DRAWING CONVENTIONS 4. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND j Ill Ill fit Ill Hf Ill ] I 1. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. TIGARD SOUTH DRAWINGS. NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN DRAWING GCOO SW BONITA ROAD II ,, DIMENSIONS AND FIELD CONDITIONS. 5. DURING CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE A 2. PLAN DIMENSIONS ARE GIVEN TO FACE OF GYP OR FAGS OF EXISTING WALL PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN (75 FT.) n • ff ; TIGARD, OR 97224 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR V UNLESS OTHERWISE NOTED. i NO. REVISIONS: DATE: 3. PARTITION THICKNESS IS DERIVED FROM DESCRIPTION OF THE PARTITION F. REQUIRED APPROVALS AND SUBMITTALS Ju, ° 1 CONSTRUCTION AND/OR DESIGNATED DETAIL.. 1. WHERE THE TERMS"OR EQUAL","SIMILAR",OR OTHER GENERAL QUALIFYING 00 TERMS ARE USED,IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE 01 ADJACENT TENANT SUITE: NOT IN SCOPE OF WORK00 00 A LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: GENERAL NOTES AND EXITING PLAN Tz DRAWING NUMBER: EXIT PLAN TRUE NORTH 01 SCALE: 1/8" = 1'-U' 01 © 2015 idGROUP, LLC iwi uu a iloi n nui a li III VIII I II 1111 III III I I I mmi 'No"nnn,nn.l.. ...N..—. I .... N.N. . .. .._... ................ ..._..� �..._ PROJECT COORDINATOR/DESIGN CONSULTANT RRESPONSIBILITY NARRATIVE RESPONSIBILITY SCHEDULE Seto. THE TENANT HAS ELECTED TO PROVIDE,OR CAUSE OTHERS TO PROVIDE,CERTAIN MATERIALS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT.GENERAL CONTRACTOR (GC)SHALL INCLUDE COSTS FOR ALL LABOR TO UNLOAD MATERIALS < wF;arr TENANT= SLEEP TRAIN ARCH = ARCHITECT ELEC. = ELECTRICAL AND EQUIPMENT PURCHASED DIRECTLY BY THE TENANT AND DELIVERED TO THE <€;; W I GC = GENERAL CONTRACTOR EX = EXISTING CA= CONSTRUCTION ADMINISTRATION JOBSITE,AS WELL AS,VERIFYING QUANTITIES DELIVERED. DELIVERY DEFICIENCIES MUST BE NOTED AND IMMEDIATELY FORWARDED TO THE TENANT.THE GC WILL BE f.... 0 F LL= LANDLORD NA = NOT APPLICABLE I .. J RESPONSIBLE FOR COORDINATING THE REPLACEMENT OR ADDITION OF iUPd(PC = PROJECT COORDINATOR EXP = EXPEDITOR DEFICIENCIES.ANY ITEMS NOT ON THE DEFICIENCY LIST AND LATER FOUND TO BE f 1 0 MISSING WILL BE CHARGED TO THE GC. 2641 IRVING BLVD. .................................................._......... LL TENANT GG 1. SIGNAGE AND AWNINGS:SIGNAGE AND AWNINGS WILL BE PROVIDED AND DALLAS,TEXAS 75207 TEL: 214-638-6800 INSTALLED BY TENANT UNDER A SEPARATE CONTRACT. 1.1. GC IS RESPONSIBLE FOR PROVIDING THE PROPER STRUCTURE, BLOCKING,ELECTRICAL ROUGH-INS AND COORDINATING INSTALLATION. w W W ARCHITECT o o o 1.2. FINAL ELECTRICAL HOOK UP WILL BE PERFORMED BY GC'S ELECTRICAL 0 cl) 0 cn ¢ � CONTRACTOR, a z a z a ? 2. INTERIOR SIGNAGE,ARTWORK PACKAGE,AND FIRE EXTINGUISHERS: cn PERMIT SUBMITTAL PACK 1 • BUILDING (INCLUDING MECH, ELEC, PLUMB) &ENVIROMENTAL HEALTH 2.1. ALL INTERIOR SIGNAGE AND ARTWORK WILL BE PROVIDED BY TENANT R. H. SW E E RS 11, w ................._............................................................................................-........................................_.... ....................................................................................................................................................................................., ...... ......... E i PERMIT SUBMITTAL PACK 11 • FIRE SPRINKLER &ALARM,IF APPLICABLE AND INSTALLED BY GC.2.2. FIRE EXTINGUISHERS WILL BE SUPPLIED AND INSTALLED BY GC. PROPRIETOR � �..� _.._._._, ......,_,_._._.._,_,._._._.._....._.___..____._...___ _._...__..._....,__._..........._..._..._....._.._____.._...._.______.._....._._..._,_.__..._..__._._...__...._�..._____....___......___._._.r._..........__.__.___..._______..w._.._.__._._...,_._....._._ J CERTIFICATE OF OCCUPANCY i ................................................................................................................................................................................... .................. ...................................................................................................................................................................................................................................................................................................................................................... RH WEER ARCHITECT Q 3. MILLWORK. THE MILLWORK PACKAGE SHALL BE PROVIDED BY GC AND S S C U INSTALLED BY GC AND WILL INCLUDE COUNTER TOPS,CABINETS, CHAIR RAIL, EMAIL: rhs@sweersarch.com ELECTRIC TO SUITE ! • LL TO PROVIDE 600 AMP ELECTRICAL SERVICE TO PANEL. GG TO PROVIDE CONDUIT, PANEL AND MISCELLANEOUS PIECES ON A JOB-BY-JOB BASIS. AND ALL WIRING WITHIN SPACE. 3.1. GC IS RESPONSIBLE FOR COORDINATING DELIVERY OF ALL MILLWORK ........ .................. .................. ......................................................................................................................................................................................................................................................._........................................................................... ENSURE COMPLETE PACKAGE ARRIVE IN A TIMELY MANNER, ............................................................................................................................... .......................................... TO NSUR THAT A CO PLS TELEPHONE TO SUITE EX EX COORDINATE EXTENT OF WORK WITH TENANT 3.2. GC IS RESPONSIBLE FOR INSTALLATION OF ALL MILLWORK AND IS GAS TO SUITE EX EX GAS USED FOR RTU UNITS. RESPONSIBLE FOR PROVIDING ANY BLOCKING OR OTHER BACK-UP THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I � ...................................................................................................................................................................................................................................................................................................................................................................................................•......•.,............................•.•..•.........:............................ ,............ .................................... ................ REQUIRED FOR AWORKMAN-LIKE INSTALLATION. DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, ELECTRIC METER EX EX LL 70 PROVIDE PER LOI, CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY U --.---. _ _...._._._.... _ ......._..._.... ._ _._._.._....___._. ___. ._..__......._._-.._ _ _._....,..- _ _.___.._-......._._.._._.._._....._._....._._ _.....__.___. .__.._._. _.. _ __..__... ...... ...._...._.__.._._....._._. _.-. DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND 4. COMPUTER SYSTEM:THE OFFICE COMPUTER SYSTEM, FAX AND OTHER GAS METER EX EX LL TO PROVIDE PER LOI. .......................................I....................... SEAL. OC ...................................................................................... ............. ......................................................... ....................................................................................................................................................................................................................................................... E EQUIPMENT BE PROVIDED AND INSTALLED BY ....................................._ MISCELLANEOUS OFFfC QUIPM NT WILL B O ~ REMOTE WATER METER EX EX LL TO PROVIDE PER LOL TENANT UNDER A SEPARATE CONTRACT. cc LL 7O PROVIDE WRITTEN HVAC INSPECTION VERIFYING AGE,TONAGE,CONDITION&LIFE 4.1. GC WILL COORDINATE INSTALLATION AND PROVIDE FOR THE SYSTEM SEAL Z HVAC UNITS EX EX EXPECTANCY OF EXISTING UNITS&A 1 YEAR FULL LEASE WARRANTY OF GOOD WORKING AND EQUIPMENT PER THE PLANS. ORDER. GC TO PROVIDE TEST AND BALANCE REPORT UPON COMPLETION. A 5. PHONE/DATA LINES: PHONE AND DATA LINES WILL BE PROVIDED AND {, NOTE • • GC TO PROVIDE ALL WORK WITHIN SUITE UNLESS OTHERWISE NOTED.............. INSTALLED BY TENANT UNDER A SEPARATE CONTRACT. -....._....._.................................-......._ ......__.........- ._._....._-.... .__......................................................._._........._............................_.........................._.........................................._................_...............___....................._...._.................................................................._ `r 5.1. GC WILL PROVIDE APPROPRIATE CONDUIT, BOXES, MUD RINGS,AND A�) PHONE BOARD FOR ALL THE NECESSARY LINES AND COORDINATION OF FIRE ALARM SYSTEM NIA INSTALLATION. >- ........................................................................................................................._................................................................................................................ ............._......._._......._................................................... --.........................................................................-----......._.................................................................................................................... I� I W W FIRE SPRINKLER SYSTEM EX EX ! • MODIFICATIONS AS NECESSARY BY GC. 6. LIGHTING:ALL INTERIOR/EXTERIOR LIGHTING FIXTURES SHALL BE PROVIDED LL. __...._ .__ __ __..,,.,._.__ __..___.... .._.. ._._ .-. _.__- -----.__-....-_.__.._._... .__._______. __ __..__ ._ ..___ _ __.�._- __.__ ._.._ _....._.....__.._,. _____._.,.__.._ _. FIRE EXTINGUISHERS • i GC SHALL COORDINATE QUANTITIES AND LOCATIONS WITH FIRE MARSHALL, BY TENANT. tp OVERFF PA -K,KS „ . _................................. ............ ............ ............ ............ ............ .....................................................................................................................................................................................................................,................................................................---................ ACCEPTING N TING ANY Cn .......................................................... _._. 6.1. GG ISRESPONSIBLE FOR O DEFICIENCIES. ELECTRICAL CONTRACTOR TO INSTALL PER PLANS. . �TELEPHONE SYSTEM • ! GC TO RING/STRING BOXES, COVER PLATES BY TENANT.VENDOR, ....... ..................................... .........................................................................................................................................................I....................................I.............. N E V .................................._............................,........,..............................................._... ...... 7. MISCELLANEOUS. GC WILL SCHEDULE LABOR FOR MISCELLANEOUS W HANGING OF OPERATIONAL ITEMS PRIOR TO OPENING,THIS WILL BE W -�- -� SCHEDULED BY TENANTS OPERATIONS GROUP PRIOR TO OPENING. ................................. STOREFRONT DOORS &GLAZING EX EX ! COORDINATE WITH DOCUMENTS FOR EXTENT. 8. RESTROOM ACCESSORIES: REFERENCE SHEET A5.0 FOR ALL RESTROOM .._..._._.___.._.W.__.__,_.___..__ _____._ _ _.__._ _..__._..__ �_��__...__.___�._____ ____ ._.._.___.._-�.__.._.._ ACCESSORY PURCHASING AND INSTALLATION. PROJECT NO.: 343-590 CONCRETE FLOOR SLABS EX EX • GC SHALL POUR LEAVE-OUTS AND FILL TRENCH WORK. DRAWN BY: KW/KK .... ...................................................................................................................................................................................................................................................................................................................................................... DEMISING WALL EX EX 9. CONTRACTOR REQUIREMENTS CHECKED BY: HN ._-.._.___.__._.,. __ .,_ ._.._..._ .._ _.__._._ .__.... _... --_ __ .._._,_ ... _ ___,_.__ _.___,..-___ _. _._____ _._._._._._ ___......__ __..._......__.._.__ __ _._ _ 9.1. GC's ON SITE OFFICE (TRAILER OR INTERIOR SPACE) IS TO BE EQUIPPED CEILING GRID,TILE&INSUL. • ! FOR HALLWAY AND FILE/RECORDS ROOM WITH INTERNET ACCESS. ..................................... ..............................................•................•...................................,............................................................................................................................................................................................................................... EXTERIOR LIGHT FIXTURES EX EX 9.2. GC WILL VERIFY THAT APPLICATIONS FOR PERMANENT ELECTRICAL/GAS SERVICE HAVE BEEN MADE,VERIFY THAT ALL APPLICATION FEES HAVE H INTERIOR LIGHT FIXTURES ! • BEEN PAID AND VERIFY INSTALLATION DATES UPON CONTRACT Z _..................................................................................................................................................................................................._..........................._..................._.............................._......._........................................................_.........................................................,.................................................................... EXECUTION. W PAINT&WALLCOVERING • • CUSTOM WALLCOVERING/GRAPHICS BY TENANT. X GUTfON. 9.3. GG IS RESPONSIBLE FOR ALL TEMPORARY UTILITY SERVICE REQUIRED W RESTROOM&ACCESSORIES EX EX LL TO PROVIDE PER LOL TO CONSTRUCT THE PROJECT. 9.4. GC IS RESPONSIBLE FOR ENSURING THAT ALL LANDLORD PROPERTY IS W CUSTOMER SERVICE DESK AND ! • LEFT IN "AS FOUND"CONDITION. Z ACCESSIBLE RETURN. _.. ..............................._...........,_..................... .._........._.........._._.. . ..._..__............................................................... ......................... ......._................................_._........ _ ..._.........__..................... _ ...._.-. .......... .................._...... ........_._. ......... 9.5. GC WILL COORDINATE AND OBTAIN ALL LOCAL JURISDICTION........... ....._......... .._............... KIDS TRAIN TABLE ! • INSPECTIONS, INCLUDING ANY PRE-CONSTRUCTION INSPECTIONS. U ACCESSORY UNIT ! • ............................................................................................................................................_............._. ..................-..................................................._.._..................................................................._................................................................................._................................................................................................................................................... ... CUSTOMER SATELLITE DESKcn • ! Z FOSTER KIDS DISPLAY • • U GRAPHICS • • EXTERIOR SIGN • • ..................................................................................................................................................................................................................................................................................................................... SWITCHGEAR •- • DOOR HARDWARE _ • • .................................................... ......................................................................................................................................................._........................................................................................................................................................ LIGHTSTAT • ! CARPET • i FRP • • .................................•.•.........................................•..................................................................................._.................................................... ....................,.............................................................................................................................................................................................................................................................................................................. RUBBER BASE • ! W FLOOR TILE ! i ............................................................................._.................................................................................._.........................................,....................._......_....._.........._..........._......................................................................................................................_..__..................._..................................._.................... TILE BASE • • Z FLOOR TRANSITION . .............. GROUT • • CARPET ADHESIVE • • _....................__......................._.._.._.................._........................-......._._.................................................---..................... CONCRETE STAIN • • TIGARD SOUTH 6600 SW BON ITA ROAD TIGARD, OR 97224 NO. REVISIONS: DATE: LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: RESPONSIBILITY MATRIX DRAWING NUMBER: G0m2 0 2015 WGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL DEMOLITION NOTES y • ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. • THE CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION AND CONTACT IDGROUP WITH ANY DISCREPANCIES. THE WORK INCLUDES BUT IS NOT LIMITED TO THE DEMOLITION AND REMOVAL OF WALLS, FLOORS - FLOOR FINISHES, CEILINGS, BUILT-IN COUNTERS,AND COUNTERS AND CABINETS, i dy:' DISPLAY COUNTERS, BULKHEADS, DOORS, FIXTURES, PLUMBING, MECHANICAL L.! AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON 2641 IRVING BLVD. DRAWING OR AS STATED IN KEYNOTES. DALLAS, TEXAS 75207 • REMOVE EVERYTHING AS IDENTIFIED AND DESCRIBED TO MAKE READY FOR TEL: 214-638-6800 NEW CONSTRUCTION. COORDINATE ALL DEMOLITION QUESTIONS THROUGH THE GENERAL CONTRACTOR. ARCHITECT • PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE WORK HAS OCCURRED. PREPARE FOR NEW SCHEDULED FINISH. COORDINATE EXTENTS WITH CONSTRUCTION PLAN. • REMOVE EXISTING FLOORING AND BASE THROUGHOUT. SCRAPE, FLOAT,AND R• H• SWE E R S 11, PREPARE FOR NEW SCHEDULED FINISHES. PROPRIETOR • EXISTING ELECTRICAL OUTLETS LOCATED ON PARTITIONS TO BE DEMOLISHED RH SWEERS ARCHITECT ARE NOT SHOWN AND ARE TO BE REMOVED, INCLUDING CONDUIT AND WIRING, BACK TO SOURCE. EMAIL: Chs@sWeersarch.COC1l THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS,SITE CONDITIONS, OR ANY KEYNOTES DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. REMOVE EXISTING MILLWORK. COORDINATE WITH LANDLORD FOR DISPOSAL 1 f OR STORAGE. SEAL -------- ...-...._._...__.............._--.-.........._...-----...._._....-.--..-.._--....._....---...---...._-...-....--._....._.._------...--._.._------.-..__.------ .._..........------ .._.---.._.._-.----_ 2 REMOVE EXISTING GYPSUM BOARD COLUMN SURROUNDS. EXISTING COLUMN TO REMAIN. PREPARE TO RECEIVE NEW SCHEDULED FINISH. D A ............_..............._.__................................_.................................._.......__....._.............................__.............-..............I.............. .................._....................... �l L EXISTING COLUMN EMBEDDED IN PARTITION TO REMAIN. PROTECT IN PLACE 3 DURING ALL PHASES OF CONSTRUCTION. PREPARE TO RECEIVE NEW C I SCHEDULED FINISH. }- ............... ........ REMOVE EXISTING STOREFRONT DOORS. COORDINATE WITH LL FOR 4 DISPOSAL. PREPARE OPENING FOR NEW SCHEDULED DOOR. REFERENCE / _r_R3 I y I SHEET A2.0 FOR ADDITIONAL INFORMATION. 5 ;REMOVE EXISTING CROWN MOLDING AND WOOD BASE THROUGHOUT. t� OVERLE,Nll PA4�� ..... ..................................................................................................................................................................................................................................................................... �-� °6 EXISTING PLUMBING PIPE/WATER LINE TO REMAIN. ;REMOVE EXISTING DRAPERIES AND ASSOCIATED HARDWARE. PATCH AND yf 'PREPARE WALLS FOR NEW SCHEDULED FINISHES. _ _ _ _ _ _ _ ...................i. .................................................. -.........................................................................................-....................................................................................................... . — — — — — — — — — — — — — — — — — — — — — — 8 REMOVE EXISTING FIRE EXTINGUISHER. SALVAGE FOR POSSIBLE RE-USE IN NEW CONSTRUCTION. REFERENCE SHEET A2.0 FOR ADDITIONAL INFORMATION. .................... ......................................................................................................................................................................................................................................................... 9 i REMOVE EXISTING FABRIC FROM AWNING. AWNING FRAME TO REMAIN. PROJECT NO.: 343-590 ........._ COORDINATE EXTENT OF NEW WORK WITH SIGN VENDOR. DRAWN BY: KW/KK fREMOVE ......... ---.. - ..._...__..-------------------------------------- BACK ----------__------ --- CHECKED BY: HN — — — — — — — — — EXISTING SECURITY EQUIPMENT,THERMOSTATS, 6 I I 10 SENSORS/CAMERAS, SPEAKERS AND ANY ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE THROUGHOUT THE SPACE. 16 I I I I ...................I.. ... . . . 11 ;REMOVE EXISTING ROLLER SHADES FROM STOREFRONT WINDOWS. PATCH I AND REPAIR MULLIONS AS NEEDED TO "LIKE NEW"CONDITION. ................... .............................................................. 12 EXISTING DEMISING WALL TO REMAIN. PATCH OR REPAIR AFTER DEMOLITION I \\ AS NEEDED. -- -` .. 13 1 EXISTING RESTROOMS TO REMAIN. GC TO PROTECT IN PLACE DURING ALL PHASES OF CONSTRUCTION _......-.._ .............. LlI I I 14 I EXISTING LOCATION OF ELECTRICAL SERVICE CONNECTION TO REMAIN. 3 REFERENCE MEP PLANS FOR ADDITIONAL INFORMATION. .... ...................3.........................................._............................................._._......................_..........._..........................................._............................................................................. P -...: .. O I I I 15 `EXISTING MOP SINK TO REMAIN. GC TO PROTECT IN PLACE DURING ALL I I I PHASES OF CONSTRUCTION. EXISTING EXTERIOR METAL DOOR TO REMAIN. REFERENCE SHEET A2.0 FOR LI I 16 ADDITIONAL INFORMATION. \ DEMOLITION LEGEND EXISTING EXTERIOR WALL TO REMAIN. PATCH OR REPAIR AS NECESSARY. 3 € EXISTING INTERIOR WALL TO REMAIN. PATCH OR REPAIR AS NECESSARY. EXISTING STOREFRONT WALL TO REMAIN. PATCH OR REPAIR AS NECESSARY. EXISTING CONSTRUCTION TO BE REMOVED 3� \ mm - - - - TIGARD SOUTH 6600 SW BON ITA ROAD TIGARD OR 97224 NO. REVISIONS: DATE: im �'r�'" '?.��'��/; ./"� �% '�'�Ti,/'%%irr' yi/./' ��s, �.�1�" ii���i�"/�C2:;r'/ri.°'.�i.��'%r�'i�/,/Zu�i! ��."',� �/moi r- ,�• � :��' i,,,H.y. .�' ./� �,�<„ �'s'�', rii ,brio i � r. i .. q ,cl/r/" ADJACENT TENANT SUITE: LANDLORD REVIEW ISSUE DATE: 08/11/2015 NOT IN SCOPE OF WORK TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: DEMOLITION PLAN O Q DRAWING NUMBER: DEMOLITION PLAN TRUE NORTH 01 SCALE: 3/16" = V-0" D m0 © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL DEMOLITION NOTES ;': _ ,.. • ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 4ob. i • THE CONTRACTOR SHALL FIELD VERIFY EXTENT OF DEMOLITION AND CONTACT IDGROUP WITH ANY DISCREPANCIES. y f" • REMOVE EVERYTHING AS IDENTIFIED AND DESCRIBED TO MAKE READY FOR -a. NEW CONSTRUCTION. COORDINATE ALL DEMOLITION QUESTIONS THROUGH f'' THE GENERAL CONTRACTOR. 2641 IRVING BLVD. • PATCH AND REPAIR WALLS WHERE DEMOLITION, DAMAGE OR INCOMPLETE DALLAS, TEXAS 75207 WORK HAS OCCURRED. PREPARE FOR NEW SCHEDULED FINISH. COORDINATE TEL: 214-638-6800 EXTENTS WITH CONSTRUCTION PLAN. ARCHITECT o KEYNOTES R. H. SWEERS Ii, 1 .REMOVE EXISTING GYPSUM BOARD SOFFITS, CEILINGS AND CEILING MOUNTED PROPRIETOR :LIGHT FIXTURES THROUGHOUT U.O.N. ...................:.................................................................................................................................................................................................................................................... .......... 2 :REMOVE EXISTING 2X4 LED LIGHT FIXTURES THROUGHOUT. COORDINATE WITH :LANDLORD FOR STORAGE OR DISPOSAL. RH SVVEERS ARCHITECT .. ..........................................................-............................................................................................... 3 :REMOVE EXISTING SUSPENDED LED LIGHT FIXTURES THROUGHOUT. EMAIL: rhS@SWe2rSarCh.COCT1 :COORDINATE WITH LANDLORD FOR STORAGE OR DISPOSAL. 4 :REMOVE EXISTING TRACK LIGHT FIXTURES THROUGHOUT. COORDINATE WITH :LANDLORD FOR STORAGE OR DISPOSAL. 5 'EXISTING HANGING GRAPHIC TO BE REMOVED. .................... ........................................................................................................................................................................................................................................................... THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I :EXISTING GYPSUM BOARD CEILING AND LIGHTING TO REMAIN IN NEW LL 6 :PROVIDED RESTROOMS. GC TO PROTECT RESTROOMS THROUGHOUT ALL DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, :PHASES OF CONSTRUCTION. CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY _. .._.._.<._..._._.__........._________..._._..__._.._...-___........_...__......._.___..._..__._...._._..........._..... .._...._...._........................_......_......__..-......_.__.__._........ DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND 7 :EXISTING EXTERIOR OVERHANG AND LIGHTING TO REMAIN. SEAL. SEAL REFLECTED CEILING PLAN LEGEND D SYMBOLDESCRIPTION ................................................................................................................................................................................................................................................................................. i EXISTING 2'x 4' LIGHT FIXTURE TO BE REMOVED. (° ............................................................................................................................................................................................................................................................ . m �OVERLAN PA K, KS EXISTING EMERGENCY EXIT SIGN.' - - - - - - r - - - - - - - - - - -- - - -.- - - - - - - _ _ -._ - - - - - - - - 0 I EXISTING LINEAR WALL MOUNTED LIGHT FIXTURE. . . .......... . .. . ....................................................... ......................................................................................... .............. ................ ........... PROJECT NO.: 343-590 0 c EXISTING TRACK LIGHTING TO BE REMOVED. DRAWN BY: Kw/KK s CHECKED BY. HN .............. ................................ ............................................................................................................................................................................................................ E r�Y� ��Y� ��Y� ��-Y� ��Y� r�Y� EXISTING EXIT SIGN. h �► \\ I O EXISTING EXTERIOR RECESSED LIGHT FIXTURE. VVJ .................................................................................................................... E O EXISTING DOWN-LIGHT TO BE REMOVED. ' I ............................................................. Y� \. I I EXISTING NEON "OPEN"SIGN TO BE REMOVED. l B.O. DECK F F E EXISTING TO REMAIN. Li 17 1 r�Y� - _ � 3 � ZT13'-5"A.F.F. Y� j B.O. DECK LL _11 \\ LL__ Jj , O � � �nl h / NN s 14'-2 1/2"A.F.F.OIL i B.O. DECK f � �. 4D. lv/0101 =Y c> 8'-0"AFF-:.. E►r �� -`J ��� /� . EXST GYP .�- i E _ 17 TIGARD SOUTH "t I O O I 6600 SW BONITA ROAD E '0"AFF _ - - 1 Y� � TIGARD, OR 97224 EXST:.CYP 6 ElH O O NO. REVISIONS: DATE: ADJACENT TENANT SUITE: NOT IN SCOPE OF WORK LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: DEMOLITION REFLECTED CEILING PLAN DRAWING NUMBER: ' Z TRUE NORTH 01 DEMOLITION - RECFLECTED CEILING PLAN Dl ol SCALE: 3/16" = 1'-0" © 2015 idGROUP, LLC - - I -------. ------.-. __ - I - - - ___ ____ __ '_ '_ . _.... --1,: '­­", . .. _J:.� . ��� � ­_�-," / - __ __ _�--- ____ ______ __ __ ___ ___ - - _____ -____- __ __ - ___ - -___- ____ - -..--- __ ______ - _ , . . PROJECT COORDINATOR/DESIGN CONSULTANT .... .1......I.. .... 11 ,.....".,I", ­­­­­­ ...............11 .......I..'' . ". I GENERAL PARKING PLAN NOTES ,:... .. .. . . .­ ­,�.­...... __'...",.­­�....%...._ - ..............'_ -.....,-��l-.,...,.............. A �.�.:�:�:�:�:�:i:�:::�:�:�:ii��.�]:::::,........,.. ­­­. .. &-:::*�i��i��:�::*:: - 11 I . ''I 0 GENERAL CONTRACTOR TO POWER WASH ALL EXISTING CONCRETE �:Q.._. I - �� ,�� I I .. ,.�.......... , I SIDEWALKS ADJACENT TO SLEEP TRAIN SUITE. I . I...'k _% . I , ...:'. '� .I. 1, .11 ., SW BONITA ROAD I I . . � . ­ I � I 1 . 1 . ­ I ; 1 . 1 ; � � I I ­ I ; f . 1 ; 1 . 1 ; � I I � I 1 . 1 ; 1 . 1 ; 1 . I 1 ; I I i 4 1 . 1 ; 1 . 1 ; I I I � I I I - 1 . � � 1 . - w . I � I 1 . I a 1 . � ; 1 . 1 ; � . I � ; 1 . 1 ; 1 . 1 ; 1 . I 1 ; I I k ; I � I i ' ' ' - + + 4 4 � . . + + + -� + � + � + + + + + 4 + + + . f- -'r + + + + + 4 + + + + -- + -?- -+ -L + � . . . . . . .f- 4- -f 4 - + -i- 4 � + + + �. + + + + + + � _+ _. + 1- + - + + 4 + + 4- + + � + � + � + mi + + + I. . . . . . . � + � + � . . . . . . . . . . . 4 � + -?- + + + -�. . . . . . . . . ez'm* wmg'- 'o ' ' ' ' * ' ' (rf:?g% I o", rr'rm'%'�. , .� ' + f. .4 + " + -t -f -% 4- .f. + + + 4. .+ + + 4- -4 -� -:- 4- i- + -:- 4- � -+ + + I -+ + -�. 4. .4 4 _% 4. 4P + _:_ + I -f + + 4. -t + .:. 4. -t + -I- + -t + -:. + 4 -+ + 4- + -4 + -:- + 4 + -:- .f. -f MI. i rk/o/0F .:. �t� + .:. + 4 -+ + + 4. .4 _+ .:. 4. 4 1- .:- 4. 4 + + 4. 4. 4 + _% 4. 4 + .: 4- .4 4 ` 4. I -+ + + �- -+ + i + 4- + -:- 4- f- -1- -:- + 4 + + . .. , �' , . + . . . .. ' ' ' ' * * ' - , .' � I . + 4. .4 .1. .:. 0. + 1. + 4. 4 i. + .: 4, + .:. 4., .+ 1. .1. 41 .4. 1. .:. 4. .1i. .: . . 4. -'� .. + + 4 + .. .f. 4. .+ .1. . 4. 41 4 -:_ 4. 4 4 .:. 4. � 4 + + 4. 4 + _: 4. lib Ii. .:. . 4. .4 + + + 4 .4- + -;- 4 . .' I I I . 4- 4 + -: 4- 4- 4 1- .. i. . 4. ' ' . + . 4. 4 + _; 4. 4. 4 + + 41 4 .I. .: + _:. 4- .4 -1- .: + 4 -4 + -1- 4- 4 + -1 4- 4- + + .: - 4. .4 + A. 4. 4 4 + .f. + 4 + .:. + '� + .: / I " . Ij , . . , I ' - - - - , E/ ""& -,% , .'� �� � 4 + � � 4 � _i� � + . + + ­­ . - + 4 + _. , . + + `+ + 4 +' 4. +' + +' + + + + + _. . 'i, - , ' * -'_ -, , --k 4- 4 + + 4- 4 + + + + 4 + - + 4 + - + 4 + + + 4 + + -' + 4 + � + 4 + � . . . . . . 4 + � + 4 + �_ + 4 . . . . . .i- + + 4 + 4 id _. , , + + . . + +� . . * ' .. * + � + . + . + I- + 4- + + -. + 4 + - + 4 + � 4- 4 + + + 4 4 + . �4 y . ' ' ' � * + t + � + t '_';_'� _+ � + _?_ + � + � + � 4. . . . . . . . � + _?_ + � + + 4 - + + + + + + + + - + _ik + � + + + + + i + + � + + -� -� + + 4 � + + -+ + + 4- _i, + + + � _+ + . + � + + -t + + + + + - + - + � 4- 4 + + + + -io + + + -so + + + + + � + t + + + + + + ^f + _i_ + _ . (D KEYNOTES . I .. ' .. " ,,, v "4-.../�N - , . .. . . 2641 IRVING BLVD. t f. . 4. t. .t . 1. '. .� + -: 4, -f+ -i, -z. 4. t + -:- 4- f .+ I. + -�- -t + .% 4. t I. .:. + t -� .:. + I. -� + + + -t 1. -:. 4- -t -� .: 4. f -f + + t. .t + i. . '� f , - -:- 4. I -+ + + i f 4 4. .f. f -� -L 4. t+ + .:. + + -i- + + 4 -t + .:- 4. t + .:- + t + + + ,i- + + -:- 4. -t 4 -:- 4. t + -: I- f -f + + I. -� + .:- 4- -t + .:- + 1 -�- . .. .. 4. .4. .f. .:. - . ' ' ' ' ' + I 4 + _:- 4. 4. .4. .:. 4. .'i .1. .:- 4- + -i, + + 4 -4. -�- ' . " . ` .. + 4. + _:_ 4. + 4 + ' .. + + 4 + ' ' + . - V, * .. 4. 4 + .: 4- 4 + _:- 4. 4 4 + + + 4 + .: 4- 4 + -:- 4- i- + + . .f. 1. .;. t. .4 .'. .: + 4. 4 4 .:. 4. 6, .1. .: 4. Ii. .3. .:. + 4 4 + -:. 4- 4. + -:. + �im + + 1 -4 4 . + 4- 4 4 ' -:- 4- 4 + -1. 4- 4 4 -:- 4- 4 4 + + 4- 4 4 . -:- 4- 4 I - + 4 + .: 4 4 + .:. 4. 4� + - 4- ' \" , 'I jl'\i- + 4- 4 4 .: ' 4. 4 4 + + +_ .� .f. .: * ' ' I - -:. 4. i. 4 + .. -1. 4 + A. + .k. 4 + + 4 4 + -:_ 4. 4 4 -:- 4- i+ 4 + + 4. 4. .1. .:.A . .f .;. 4. � + .:. 4. � + + .1. 4. 4 4 . . 1 I EXISTING PARKING AREA. If. t . . * - I ' * . _ il ;' -­' + 4- 4 41f_-,'��,,_+ � .�4 4 A- 4- 4 + -I- 4- -4 + -: - 4 4 + + 4 4 A. . I- -:- 4- -4 4 -:- 4- 4 + -:- 4- � 4 .i. - 4- 4 + �:- 4- 4 4 -:- 4- i -f- DALLAS, TEXAS 75207 + V -+ + + + + -� + -f- + . + � + -� + � f- + ,._. '." '� ' -ir' +�- - - _..+ - . + �� -� � � - � , " - -��"H� '-j �' .,+ . . . . . . + -t * + + + + � + + -i. � + It. . � 41 + + - + + + + 4 � . . . . . . + + � + � + - + - + � .+ + �_� '/ - . + 4 + 4- + + � 4- +' -Y7\ . . . � + + .. . . . . . . . ­­.....................­­­­................................­­­.......�............­­­­­....�.....­­­...�....­........................I........I....................11.1............................I............................................... ' I - ,. 1�_ ' . I � .- + - .L , -- X .<"-'�' , 'i" % .1 -, / * /' + � + +s' , -t- + + + +""t + 4- -� + � .�./'� . 4 ' +'�' q _w '_ + - + + + + + + + + � + 4 + - + TEL: 214-638-6800 + + � + � + � /4�*I r/-�' '�' � ; . + + 4 �_ + + + + 4. + -i + � + � + - + + + + + + . '. _p ' 1 -.- 4- + ,I `7'� 4 + - r 0� 11 4,++ + * + +' [��'� ___�__ n�'+/.- ? '�� "'­' / / '.i + + , _� - - - �tll - + + ��.: -';3�\ - 14, 1 W/1?* . - . + - + 4 _� 11 .' . .. .1. .:. + "'k - + I + -41 ' .: 4-c"_� X. .f. t-4, / 1 2 EXISTING ACCESSIBLE PARKING SIGNAGE. 4. i .>. + . ' � /. - -7- .1 1 . '_Z� .1 .. I '.' . �'C_�'.) - 11 I -:�rpw-':g'4 .',.- .+ + - 4 - Fp_ * 4, �%" ',11" ' * 41 ,,, ."�' . .f- j� y;: / + +. .." I �- I , .. 4 � + .:- 4. 4 . - � 4 lr;_' "j. ; .;. -i+ , , ,,," 'k- . + -2- + 4 -1 + + 4- 4 + -: 4- -4 4 -:- 4- ., 4 + ,"-IT, i- 4. + ..... r- 4' � �r --N- -, '� I ';' 7' . ���a! _. 4 ' I +I---.----",.,_......�...................--",-,-�-���1--l.-,-------,--"��l-.-------.-,--.-- ____ 1 '17 , 4 "/4 V, + . -'- '<Ij V,/'. , ­­-��n - - "4-S%--4- + - z 1-,� + 4 + � + 4 �+ + + 4 + + + + . I .1,I i'&:'z- ;/. . , I I . I ­ I __ -- ----.I� I I "-f� - .+ -V" \1�1 . . 3 EXISTING ACCESSIBLE PARKING LOADING ZONE. +*"" ' * ' . .i - '� 1-j - - . . .--r, , * -'____� _" � -- " - 11 + + +��t.v, '�+-- -� -,- '1411 + - :�""'I .'�4+' 4- + 4 '_ Ic " ''- -, I ......�...................�...............................I...................I.............�...............­­­..........................­....�....­­­­.............................................................................................................. " ­ .1. .1 .1. .:. �' y j>' 7".­ _'­ ; . ._ + � . + 4 -4 -;- -k + - , , , - . -X -T .i �Z_"� '�-' ' + - ­4� .. _ �­X v-- ,,� ,.!��'i I. k + .:. + 4 + - 4\/i I .. - .1 , .I. - . �' �__f 4- . _� - ---" c� ')"' '5F �ji -,r' + -� + A- 4- 4 -J, -:- + . -I- .: I . ,- . ,)I.-"/ � , . . '4 1v I . . I. 4 4 + + + 4 + F", ". ", , .v r 4 +/�' . . . -1 ��' � + .:- + 4 4 + + 4 -+ + .:. 4. 4 _;_ .:. 4. 4 .f. 4 EXISTING ACCESSIBLE PARKING SPACE. . . ll '. , � % /� �'_ _"�_�0.1i' - " " ' ' ��1. , A 1V I .. . --------11-_-_­­......-----------­------�............�..............­-----------­­................................-_ 11 4 . � 'i . .. ""�_ ' -,-/\ I 1? 4. . + + + 4 4 + .; + 4 + - + 4 + + + + + -f ir i. . 4- I- . 1. ..�� , vi-�'--.4- -0""V! V'\ 4. -n _1�1.1 i. 11 K���'.� -'K"� u,N.:. 4. ,,,(%-,vs , N�'i- ! '�',- -- - - -- -:- 4- 4 + '. 4- 4 -1 -: '� 71.\4.,X I Nq�"; .:. .:. . Li�' �>-��'--�� 1/_11 __* - ­14�_'_Ii. * . � +'/ N '�. 4. ." Y_'�e".i. .:��i -� )-8,� N:* ' I , . , ' j , i�' J/ . 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"I, z / / 4 1 -1 + + ' f + - 4 ___" + 1��"_ 4. + CONSTRUCTION ISSUE DATE: 08/11/2015 " : , . . / .:. : + i. i- . ; � / + ; + 4 -i- -:- 4- 4 -i- : � ; 4_ 4. 4 1. .1. 4. .+ � .:. : ' / . : * � � I 1�1 : 4 � + .4 + ' : : / .1----.-.--_. 14 .1. --111_____­-----.1.11. ­' . 11 - ­ --I'- +++.:.+ ++ - 4 ++.:.+4.+ i.. ii'nE + + + 4. 4 + + 4. ­ +, k\� 11.1.1 + -i + . + '� -i- � . . 8 . / 4+ _...__._____..___._____ - + 4-i .++++-:.+ 4-4, 4 4 ++ .:. 4. 4 4 + + 4 + _i- -:. .11 � .11 .:. .1 , _� -:- I ll � I .:. �- ,'I 11� _. 1� - + . ..... .1 + 4 + 4- 4. 4 + . ' 4 � "� + + -I.- � 'i . + + _.. + � 4 + 4- + + __.._.____...____ � ____ + + + + _+ + + _� 41 .I. .i. .f. . - :(-1 +<T-.'r)?'+ .� .f.'f' 4 -:- 4- 4 4 -: . .+ . . 'jk + + 4. .I. + - 4./NT+ ('> . (a) . . I .f - . 4- . 4. I \'�' �11- A' ' .;. 41 + .:. ,-j .1 ,\W/>�.f, -:. .+ + + + 4. 41 + + -f+ "' . 91, � i-. ._ �'114� . .__ .; � , + + - ';�_ f. i. I .. ,N I . / + ` + 4 4 '. 4 , + ' + ,�,�� t4�'�'* _; "' - ' EXISTING PARKING PLAN ' _� ' ,`)", " * .� - i .+ .." + 4 11 v�-�-"':.�� _1 � 11+ + -f . . . . 41 i + + lw ,f. .; 4 I '. .' - - Vlf�":� �"i�+ __1__ I I (FOR REFERENCE ONLY) IT'w ' DRAWING NUMBER: PARKING PLAN (FOR REFERENCE ONLY) TRUE NORTH- Al so 0 1 SCALE: 3/32" = V-0" I /� -.. 7-...i "' ' 'T?'�\ - ' il �' / f" -,-, n,11� '�"�' N "' 4.4 . _'. "I �tz 4�1.�_' . - __ v" "I 11 \ .", '� ) --,\,- " I K q-. -�-) ."-"", v , - ",, , '�' _ - " , , " '�'�--'/ " r � N"'! '/ , , , . , , _,-w ,��_'� w , ��__ (D-/ ��2i I I mi a,.�c...,sn��.:,,�-?.i�iiiii:!,���i�..+,e �QI A if'.�" . E*> ��///z /��1111.....! / cc // - '�� ' - "I X - ' //�///' Al"", ' " ' ' - XQ',,4 < ` I I., / _. � - I,.,, .1 I i ' ' I I I I '�) 2015 idGROUP, LLC I I - ____ __ ___ - - ____ __.______.__________- ____-.- - '____.__.____-_'_ ____ ---�---------------------,--''---,-.--------_____________..' __ ___ _____ - ___ ____ _____ ----------------- ___________________ __ -,----,�"-------,--�----.,.�------,--------,-�------ __'_ --.------------.- __ - . ___ ---------- -----,--' - - - - __ - - - - - PROJECT COORDINATOR/DESIGN CONSULTANT DOOR TYPE SCHEDULE DOOR FRAME TYPE SCHEDULE FINISH HARDWARE LEGEND GENERAL FLOOR PLAN NOTES = « HINGES THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL FIRE """"`' B-1 IHINGES (NON-REMOVABLE) EXTINGUISHERS WHERE NOTED ON DRAWING. REVIEW LOCATION WITH FIRE B-2 HINGES (REMOVABLE) "` MARSHAL. 2" 2" B-3 IHINGES (DOUBLE ACTING) • PROVIDE WATER RESISTANT GYP. BOARD AT RESTROOM WALLS. (TYPICAL) 2" 2" _ - HINGES L-1 'PRIVACY SET • PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN v:, `"""�" "``- ACCORDANCE WITH TATE LOCAL ODES. " l't<: y° o - L-2 ;OFFICE SET I .. i �U) ...................................._..................._................................."................................................................................................................................................................................. r L-3 ;STORAGE SET • SAW CUT CONCRETE FLOORING FOR PLUMBING AS REQUIRED REFERENCE ..........................."..............................".."...........".................................................................... ... 2641 IRVING BLVD. - L-4 iDEADBOLT SET 20/A8.0. COORDINATE WITH OWNER'S VENDOR AND ENGINEERING DRAWINGS DALLAS,TEXAS 75207 ALUMINUM STOREFRONT ENTRY"(DOUBLE DOOR WITH THUMB LATCH"&FLUSH FOR LOCATION, DEPTH AND WIDTH. NEW CONCRETE FLOOR SLAB OVER L-5 ! TEL: 214-638-6800 17/A8.0 17/A8.0 (BOLT) COMPACTED FILL AT CUT-OUTS AND LEAVE-OUTS SHALL MATCH EXISTING. .......................... .............................................................................................................................................................. L^6 ,CHAIN HOISTAND PAD LOCK _ _ _ __ ___ 0 © S® L-7 ;PANIC RELEASE HARDWARE _ _ """''"'�"-" """"-.. ____..______._.. • GENERAL CONTRACTOR SHALL COORDINATE LOCAL CODE AND FIRE MARSHAL ARCHITECT -......._'P _ �—_. _ _..._....._.__ _. __._. __....._ _ _.... REQUIREMENTS WITH DOCUMENTS; CONTACT CONSTRUCTION MANAGER IF \ L-8 'PASSAGE SET DISCREPANCIES OCCUR BETWEEN DOCUMENTS AND LOCAL REQUIREMENTS. o _ P-1 :PUSH PLATE G.C. TO FIELD VERIFY ALL DIMENSIONS ON SITE AND NOTIFY ARCHITECT WITH. �+ P-2 PULL HANDLE ANY DISCREPANCIES UPON DISCOVERY PRIOR TO PROCEEDING. R. H. SW E E RS 11, DOOR STOPS PROPRIETOR S 1 WALL STOP ALL GYPSUM BOARD TO RECEIVE LEVEL 4 SMOOTH FINISH. .......:........................................................................................... ......................................................".."...................................."................................................................ A B 1 2 3 S-2 ;DOOR STOP (FLOOR:DOME) - ___,_.__._-____ __....__-._.___ __..___......_ _...____.____.__ PROVIDE FIRE TAPE AND CAULKING AT DEMISING WALL AS REQUIRED BY ...... RH SWEERS ARCHITECT CLOSERS LOCAL CODE. C-1 ICLOSER (PULL SIDE) EMAIL: rhs@sweersarch.com ................................................................................................................................................... .............................................................................................................................. C-2 ;CLOSER (PUSH SIDE) KICK PLATES o KEYNOTES K-1 124"TALL X (2" LESS THAN DOOR WIDTH) (INSTALL INTERIOR SIDE ONLY-TYP) ............................................................................................................................................................................................................................................................... THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I NOTES: 1) REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.) NOTES: 1) REFERENCE DOOR SCHEDULE FOR SIZES AND MATERIALS (TYP.) K_2 I18"TALL X (2" LESS THAN DOOR WIDTH) (INSTALL EACH SIDE OF DOOR -TYP) I CUSTOMER SERVICE DESK AND ACCESSIBLE RETURN PROVIDED BY TENANT DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, 1 1 AND INSTALLED BY G.C. REFERENCE SHEET A2.7 FOR EXACT PLACEMENT OF CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY I DESK. DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND ...................:. .......................................................................................................................................................................................................................................................... SEAL. I PROVIDE (2) 20-AMP DEDICATED DUPLEX OUTLET AT CASH WRAP 24-1/2"A.F.F. TO CENTER OF OUTLET. EXACT LOCATION TO BE DETERMINED. PROVIDE (1) 2 j 1-1/2"CONDUIT FROM ABOVE CEILING TO LOCATION ADJACENT TO SEAL RECEPTACLE 24-1/2"TO CENTER OF MUD RING, (NO ELECTRICAL BOX) WITH I_PULL STRING.'...................... ......... ....... ..... . .......... 1" 3 I PROVIDE 4'-0"WIDE X 8'-0" HIGH CASED OPENING REFERENCE DETAIL 21/A8.0. CONTRACTOR TO PROVIDE AND INSTALL (1) 3'-0' X 4'-0" PHONE BOARD TO BE MOUNTED TIGHT TO CEILING. PAINT TO MATCH ADJACENT WALL. PROVIDE AND INSTALL (1) 12"X 48" MELAMINE SHELF WITH A 3" DIAMETER HOLE CENTERED -- 02/A3.0 4 i ALONG THE BACK EDGE OF THE SHELF. SUPPORT SHELF WITH A MINIMUM (3) "� E 11 HEAVY DUTY BRACKETS AND CENTER ON PHONE BOARD. COORDINATE WITH �� I SHEET E3.0 FOR LOCATION, 119'-10" _.___. _ --------------- .....--------.....____---__.._____..--..--...--..._.._......._"._.._......__.__..---....__..._._..._.-----...._..........._..._.---_.....------------.-----.._..__-..._--_ OVERLAP' P'RK KS LL RESPONSIBLE TO PROVIDE FRP OVER GWB FROM TOP OF SINK TO 4'-0"A.F.F. t' � 104'-7" 15'-3" 5 EXTEND 4'-0" OUT FROM EACH CORNER AT MINIMUM. NOTIFY IDGROUP IF ....................WORK IS NOT COMPLETED.......................................................................................... ........................................................--............... F c) 6 PROVIDE NEW WALL MOUNTED FIRE EXTINGUISHER AND BRACKET. PROVIDE v BLOCKING AS REQUIRED. INSTALL 42"-48"TO OPERABLE MECHANISM. ._.._....__.-.-.--_.___.-_-_...-._._.__._-._..-.__-_-_____...-.--_-_.._...-..-..._..__._..._.._.._.........._....__....__..........._.._......_.._..-__........... 7 FURR-OUT EXISTING WOOD COLUMN WITH 5/8"GYPSUM BOARD ON 2-1/2" I METAL STUDS. REFERENCE DETAIL 11/A8.0 FOR SIMILAR CONDITION. PROJECT NO.: 343-590 ...................I....................... ...................................................................................................................................................................................................... > > EXISTING WOOD COLUMN TO BE EMBEDDED IN NEW LOW WALL AND TO BE DRAWN BY: KW/KK 8 • CLAD IN 5/8"GYPSUM BOARD UP TO BOTTOM OF BEAM. CHECKED BY: HN E EXISTING DEMISING PARTITION TO BE BUILT BY LANDLORD. GC TO TAPE AND c, 14 7 I I E I I 7 I I 7 6 BED ALL JOINTS,AND PREPARE FOR NEW SCHEDULED FINISHES. 11 I I 6 I I I I 10 CUSTOMER SATELLITE DESK PROVIDED BY TENANT AND INSTALLED BYvG.C................ 05 I I i t I I ................................................................................................................................................................... I I I I I I 'EXISTING WALL MOUNTED FIRE EXTINGUISHER AND BRACKET. GC TO ENSURE ; FIRE EXTINGUISHER IS IN PROPER WORKING ORDER. I I I 12 EXISTING WATER PIPING TO REMAIN. 13 I I JAI I I I 01 __. __._.._. ._. ..-_.__.... .. .....__.._...._._..........._.._..........................___.......__......_._................_...__._...._......._......._-..._..._..._._.__...._ I I 13 I I 13 I I CONTRACTOR TO PROVIDE UNDER SLAB CONDUIT FOR POWER TO SERVICE I I I I I I 13 I WALL OUTLETS TO BE LOCATED IN LOW WALLS. REFERENCE 12/A8.0 AND € ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 23'-9" 23'-7" 23'-7" 23'-7" .........E. .......................................... . . ..... ....... ........ ......... ............. ..... .................................... I I I 14 I I RE-USE EXISTING FIRE EXTINGUISHER SALVAGED FROM DEMOLITION. II II II LEGEND C? EXISTING EXTERIOR WALL. _. EXISTING INTERIOR WALL. 1A/A6.1 1 B/A6.1 NEW WALL PARTITION CONSTRUCTED 6"ABOVE CEILING. REFERENCE SHEET A8.0. __._........_._---._.....__...._....__._....__..__...._.._--------...�.__.__. ___..— ------- EXISTING DEMISING WALL. 10 10 10 10 7 ......................................................................................a...................................................................... .............................................................................................................. 10 `v i NEW LOW WALL. REFERENCE SHEET A8.0. ..................................•...................................................<.................................................................."........................................................................................................................ X I-� WALL TYPE. REFERENCE SHEET A8.0. 12'-11" �—� "..."."...".................................................................. ...................................... ..........................................................................................."..".....".....".""..................... 0 0 0 0 0 o FE o i FIRE EXTINGUISHER - - -- t¢ Q t ...................................................................................... . ....................................................... . ... . .............................................. ............................................ - - o 0 ¢_ s VOICE/DATA OUTLET. REFERENCE ENGINEERING "' 8 T o 0 0 AL DOCUMENTS FOR ADDITIONAL INFORMATION. r o DEDICATED DUPLEX OUTLET. REFERENCE ENGINEERING DOCUMENTS FOR ADDITIONAL INFORMATION. 4 - SHOWROOM GENERAL DOOR NOTES 101 • ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A REQUIREMENTS. 12 ' FILES/RECORDS • ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES. co N 102 N 8 8 8 E • DOOR CLOSERS SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE ® 2B/A6.0 2A/A6.0 6 CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70°, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (76 MM) 7 FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 8 THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 5 LBF (22.2N)AND THE MAXIMUM FORCE FOR PUSHING OR PULLING AN E EXTERIOR DOOR SHALL NOT EXCEED 85 LBF (37.5N). 5 14 I I PROVIDE FLOOR STOPS FOR ALL DOORS AS REQUIRED, REFERENCE T 6 I I HARDWARE SCHEDULE. (V 06/A5.0 c-) �� E • FRONT FACE OF DOOR SHALL NOT BE RECESSED IN WALL MORE THAN 8" 04 _ I I FROM FRONT FACE OF GYPSUM BOARD. MEN'S 03 4 II 104 I 8co II DOOR SCHEDULE TIGARD SOUTH I I T r 3 6 D r J r 3: HALLWA _.., II w ° 105 0 3 I i o I TIGARD, OR 97224 II - - co _ I I I TYPE, SIZE :CONSTRUCTION' p. co ` w Z I— ;cA, U ; d I NO. REVISIONS: DATE: II ## :DIFi W HT DR FR _ g 1>s o U I Y � ` F- Cr Er WOMEN'S 01 A l (2)3 0" 6' 11" AL/GL AL/GL B 1 L-5` - ' C 2 - - Y A C H _f 1 Y (, - 9 g 2 I I 02 .C 2 3' 0" 7' 0" EXIST EXIST B 2 L 1 - S 2 C-1 K-2,- .. -.... - B F, 103 02 .. ...... .. ......... . ...........:........... -" 03 C"E..2..<......3"0 "" 7"0 EXIST i EXIST B-2 L-1 - S-2; C-1 K-2 __".._..._._ _._B, F,J _ -_ 04 C' 2 3'-0" T-0" SC WD HM !B-2 L-8 L...-.`_S 2 C-1 K-21 _ 'B D y 05^B ; 2 3'41 6-7" EXIST ; EXIST B 1 L 7 - ;G-2 K-1 ti REMARKS: A , SIGN READING, "THIS (OR THESE) DOOR(S) SHALL REMAIN UNLOCKED DURING BUSINESS HOURS. SIGN SHALL CONSIST OF 0'-1" HIGH BLACK LETTERS MOUNTED AT 5' 0"A.F.F. ............................. .................................................................................................................................................................................................................................................. B PAINT DOOR PT-1, BOTH SIDES. .............................. .................................................................................................................................................................................................................................................. C PROVIDE A.D.A. COMPLIANT THRESHOLD SET IN SILICONE SEALANT. D H.M. JAMB DETAIL- REFERENCE 17& 18/A8.0. PAINT DOOR FRAME PT-2. E""­ RELOCATED STOREFRONT DOOR &FRAMETO"MATCH EXISTING- - - LANDLORD REVIEW ISSUE DATE: 08/11/2015 ADJACENT TENANT SU ITE. ; HARDWARE AS SPECIFIED; UPGRADE AS REQUIRED. TENANT REVIEW ISSUE DATE: 08/11/2015 . . . ..................................................................................................... ........................................................................................................................ NOT IN SCOPE OF WORK F EXISTING DOOR & FRAME SHALL REMAIN. VERIFY EXISTING HARDWARE BID ISSUE DATE: 08/11/2015 COMPLIES WITH LISTED HARDWARE SET; UPGRADE AS REQUIRED. PERMIT ISSUE DATE: 08/11/2015 G EXISTING DOOR AND FRAME. PAINT EXTERIOR SIDE OF DOOR AND FRAME CONSTRUCTION ISSUE DATE: 08/11/2015 TO MATCH ADJACENT PAINT COLOR. PAINT INTERIOR SIDE OF DOOR PT-1 _AND INTERIOR SIDE OF FRAME PT-2. _ _ \ H _ NEW STOREFRONT DOOR ASSEMBLY TO MATCH EXISTING WINDOW MULLIONS. GC TO ENSURE THAT BOTTOM RAIL OF NEW DOORS IS 10" MIN. TO COMPLY WITH ACCESSIBILITY REQUIRMENTS. I PAINT EXISTING FRAME"PT-2" BOTH SIDES. DRAWING TITLE: FLOOR PLAN AND SCHEDULES DRAWING NUMBER: z x O x"?'z TRUE NORTH A2mO FLOOR PLAN O 1 SCALE: 3/16" = V-0" © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL REFLECTED CEILING PLAN NOTES • GENERAL CONTRACTOR TO VERIFY LEASE DIMENSIONS. EXISTING DIMENSIONS. EXISTING STRUCTURAL ELEMENTS,AND CEILING HEIGHT CLEARANCES, ETC. AND REPORT TO ARCHITECT ANY INCONSISTENCY PRIOR ii0o TO THE START OF CONSTRUCTION. • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE r> WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE THAT PROPER CLEARANCES FOR DUCTS, LIGHTS, PIPING, ETC. ARE MET AND THAT idGR%allk,.,l.A': P THE CEILING HEIGHTS NOTED ON THE DRAWINGS ARE MAINTAINED. 2641 IRVING BLVD. • GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE MECHANICAL, DALLAS, TEXAS 75207 ELECTRICAL, PLUMBING,AND SPRINKLER CONTRACTOR ARE SUPPLYING AND TEL: 214-638-6800 INSTALLING THE SPECIFIED ITEMS. GENERAL CONTRACTOR IS TO CLARIFY ANY INCONSISTENCY BETWEEN ARCHITECTURAL CEILING PLAN AND MECHANICAL, ELECTRICAL, ROUGH-IN PLANS PRIOR TO ANY INSTALLATION. ARCHITECT • CONTRACTOR TO VERIFY REQUIREMENTS AND QUANTITY OF FIRE PROTECTION DEVICES. INCLUDE SMOKE DETECTORS, FIRE ALARMS, SPEAKERS, STROBES, ETC. INCLUDE COSTS TO TIE SUCH DEVICES INTO BUILDING PANEL. LIFE SAFETY INSTALLATIONS TO MEET ACCESSIBILITY REQUIREMENTS. R. H . SWEERS II, • THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPRIETOR ARCHITECT OF ANY CONFLICT OF LIGHT FIXTURES, DUCTS, MAIN RUNNERS, STRUCTURES, ETC. PRIOR TO INSTALLATION. RH SWEERS ARCHITECT • REFER TO MECHANICAL DRAWINGS FOR EXACT NUMBER, LOCATION,AND TYPE EMAIL: rhs@sweersarch.com OF SUPPLY/RETURN GRILLES AND EXHAUST FANS. • REFER TO ELECTRICAL DRAWINGS FOR LOCATION, QUANTITY, AND TYPE OF POWER, SWITCHES,AND LIFE SAFETY DEVICES. THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY o KEYNOTES DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. 1 PROVIDE NEW CEILING GRID, TILES AND LIGHT FIXTURES AS INDICATED ON PLAN. SEAL ..................<..............................................................................................................................................................................- .......................................................................... 2 EXISTING GYPSUM BOARD CEILING TO REMAIN. PAINT CEILING"PT-2." EXISTING i LIGHTING TO REMAIN. 3 i EXISTING EXTERIOR LIGHTING TO REMAIN AT EXISTING COVERED WALKWAY 4 INSTALL NEW PARABOLIC LIGHT FIXTURES. HANG FROM CEILING 10'-0"AFF TO BOTTOM OF FIXTURE. REFERENCE SHEET E1.0 FOR ADDITIONAL INFORMATION. ...................•.............................-.....................-.................................................................................................................................................................................................. ..... /[r� c 5 ; EXISTING AWNING FABRIC. FRAME TO REMAIN. SIGNAGE VENDOR TO PROVIDE NEW ER AWNING � 6 EXISTING EXPOSED DECK AND JOISTS TO REMAIN. PATCH & REPAIR PAINT AS OVE°LAN P K KS NEEDED FOR NEW SCHEDULED FINISHES. /+ ti ......_...._....4..................._._....,.......................,.....---_"T.._.__._.--.__...-_--.----------..-_"--------------.__..,..,_.-.,....--.-.-_.-._,...-._..,.,_.,.,...».».-.,-,,.._..._.-,--.-----.-....-_....._._..�---" 5 5 CEILING MOUNTED SPEAKERS ARE SHOWN FOR REFERENCE ONLY. FINALLN 7 QUANTITY OF SPEAKERS AND PLACEMENT TO BE COORDINATED WITH (� _/< — — — — — — — — _ _ _ _ _ _ TENANTS MUSIC VENDOR. G.C. TO COORDINATE FINAL LOCATION FOR ANY *1 — — — RECEIVERS AND ANY REQUIRED POWER WITH TENANTS VENDOR. PROJECT NO.: 343-590 REFLECTED CEILING PLAN LEGEND DRAWN BY: KW/KK 3 I CHECKED BY: HN SYMBOL DESCRIPTION r777= r777= ' E — FT-1 T f f f f I O ; EXTERIOR RECESSED LIGHT FIXTURE z ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN \\ ................................. .. ............ ...... ........ .......................................... ..................... ...................................................................... SP SP SP SP LINEAR WALL MOUNTED LIGHT FIXTURE. *E' \\ :.I ® ® ® ® ® DOCUMENTS LIC LIGHT FIXTURE. REFERENCE ENGINEERING 2'x 4 PARABO Z �1 D f f f f f f ... I ' ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ; 2 x 4 PARABOLIC EMERGENCY LIGHT FIXTURE : REFERENCE ENGINEERING DOCUMENTS �14'-2 1/2'A.F.F. .I _ --- B.O. DECK 3'-5" I _.... _ _- __......._._.__.......... _._.._—...____.._...___— ,.,. _.».-___ EXHAUST FAN: REFERENCE MECHANICAL DRAWINGS FOR SPECIFICATIONS, DETAILS AND LOCATIONS. COLOR TO MATCH CEILING .............................................................;----------------- ......... .. ......................................................................................................................... ........ ® ® ® ® ® ® ® i - EXIT SIGN: REFERENCE ENGINEERING DOCUMENTS FOR I ® SPECIFICATIONS CD ¢ ALIGN f ALIGN ALIGN f ALIGN ALIGN ALIGN ALIGN ALIGN) _....... —._..-...._._.. _________ _—__-..-.—.--__. ....... ■ SP ❑ SP ■ SP ■ SP SP CEILING MOUNTED SPEAKER I 7. s GYPSUM BOARD SOFFIT C7 - -- - ® C-2 ® ® ® z .......................................................s.............................................................................................................................................................................................................. Q J Q CEILING CHANGE ALIGN) ALIGN ALIGN ALIGN f ALIGN f ALIGN ALIGN ¢ SHOWROOM 101 _-._.-_..»._.___-.--__.__„___.�___._............._..._......._........._..._....___..___.._,..__._.__.._.___.___...-,-_.....,.....____»»._____..,_„_»_..,,-,.,.., XX'XX”AFF !CEILING HEIGHT 13'-5"A.F.F. s 1 B.O. DECK - -- -- — E EXISTING TO REMAIN. CD ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN Q ¢ *0'-O"A.F.F. SP SP SP SP CEILING FINISH SCHEDULE ALIGNi ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 0 DESCRIPTION c## ........ ......... ........ ..... . .. ..... . . ..... . ... ............ FILES/RECORDS — PAINTED EXPOSED CEILING STRUCTURE AND POLY-SCRIM KRAFT (PSK) EQ 102 EQ C 2 PAINT. FLAT FINISH, SHERWIN WILLIAMS #SW6258"TRICORN Q J¢ BLACK PT-4 MFR: ARMSTRONG C 3 ■ ❑ ■ 14'-2 1/2"A.F.F. SERIES: NON DIRECTIONAL 1 B.O. DECK EDGE: SQUARE LAY-IN C-3 ITEM #: 769 (5 YEAR WARRANTY) COLOR: WH-WHITE -_ - TEXTURE: MEDIUM ® ® ® ® ® ®�1 GRID: 15/16"; COLOR: WHITE J J f A f A f � f � �_ � z ITIIIIZ ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN Q Q Lu SP SP SP SP :.'.MEN'S w --' HAL AY 104 E 105 z 0'-0" F.F C 3 ¢ f ALIGN f ALIGN f ALIGN f ALIGN f ALIGN f ALIGN ALIGN 8'-0"A.F.F. ". �: -- TIGARD SOUTH �EX1 T.-GYP 004E 4'_0" 6600 SW BONITA ROAD TIGARD, OR 97224 EQ 1O EQ -- WOMEN'S � NO. REVISIONS: DATE: 103 ALIGN ALIGN ALIGN ALIGN ALIGN LIGNA ALIGN ALIGN w ----- /�/" ar __ a ,�%��,e"�'' .„r�i��i.�' .��a'�% .. ,.�'/%�✓� �, i,:,/�,s�"��'�r.�i'.�'�/.1////.�//l//i.�''/�l0/�,�% , 'r /'" �/.�i�r/ //�r�/://�,/,�r�r%/r�/�/P//'.�.i'l'�i/r��'.��' der // ,l r .�/,'6, . :tri// ADJACENT TENANT SUITE: NOT IN SCOPE OF WORK LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: REFLECTED CEILING, SCHEDULES AND DETAILS DRAWING NUMBER: z 'x x 'z ILI N TRUE NORTH REFLECTED CEILING PLAN ■ 0 1 SCALE: 3/16" = V-0" C 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL FIRE PROTECTION NOTES MAIN CEILING ;'€';!<I'< >_ • THE FIRE PROTECTION PLAN IS FOR REFERENCE ONLY. 0 THE FIRE PROTECTION PLAN DEPICTS THE NEW CEILING ELEMENTS (LIGHTING, HVAC, ETC.)WITH EXISTING SPRINKLER HEAD LOCATIONS. CONFLICTS UPRIGHT SPRINKLER BETWEEN NEW CEILING ELEMENTS AND THE EXISTING SPRINKLER HEAD LOCATIONS MAY APPEAR ON THE PLAN AND ARE TO BE ADDRESSED BY THE 1"X 1/2"CON RE NEW SPRINKLER LAYOUT. BRANCHLINE • THE SPRINKLER CONTRACTOR IS RESPONSIBLE TO CREATE PLANS FOR THE 1"X 1/2"CON RED. MODIFICATION OF THE SPRINKLER SYSTEM TO WORK WITH THE NEW CEILING 2641 IRVING BLVD. LAYOUT. THE NEW SPRINKLER DESIGN IS TO BE PER NFPA 13 AND ALL LOCAL DALLAS, TEXAS 75207 CD GYPSUM BOARD- APPLICABLE CODES. TEL: 214-638-6800 CEILING . THE SPRINKLER CONTRACTOR SHALL SUBMIT NEW SPRINKLER PLANS AND CALCULATIONS AS REQUIRED TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL AND OBTAIN ALL REQUIRED ARCHITECT SUSPENDED CEILING PERMITS. SPRINKLER PLANS SHALL BE SUBMITTED TO MATTRESS FIRM FOR CEILING CUP 1"X 1/2"X 1 TEE REVIEW AND APPROVAL PRIOR TO SUBMISSION TO THE LOCAL AUTHORITY CONCEALED SPRINKLER HAVING JURISDICTION. HEAD 1" PLUG FOR FUTURE R. H . SWEERS II SEMI-RECESSED CEILING SPRINKLER • THE SPRINKLER CONTRACTOR SHALL FIELD VISIT THE SITE AND VERIFY SPRINKLER HEAD EXISTING CONDITIONS PRIOR TO DESIGN OF THE NEW SPRINKLER LAYOUT. PROPRIETOR • THE SPRINKLER CONTRACTOR SHALL NOT MAKE MODIFICATIONS TO THE EXISTING STRUCTURAL SYSTEM. SPRINKLER PIPING SHALL NOT BE RH SWEERS ARCHITECT SUPPORTED FROM DUCTWORK, ELECTRICAL, MECHANICAL, PLUMBING OR EMAIL: rhs@sweersarch.com OTHER SPRINKLER PIPING. • THE SPRINKLER CONTRACTOR SHALL COORDINATE SHUT DOWN AND DETAIL: SPRINKLER HEAD DETAIL: SPRINKLER HEAD DETAIL: SPRINKLER HEAD DRAINING OF THE SPRINKLER SYSTEM WITH THE LANDLORD,ALARM MONITORING COMPANY, AND LOCAL FIRE DEPARTMENT. dTHIS DRAWING PREPARED UNDER MY SUPERVISION,AND I 02 SCALE: V-0" = V-0" 03 SCALE: V-0" = 1'-0" O4 SCALE: V-0" = V-0" • NEW SPRINKLER HEADS IN ACT CEILINGS SHALL BE CONCEALED TYPE WITH DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, BLACK COVER PLATES AND SHALL BE CENTERED IN THE 2X2 AREA OF THE 2X4 CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY CEILING TILE. DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. SEAL o KEYNOTES 1 PROVIDE/MODIFY EXISTING SPRINKLER HEADS AS SHOWN IN DETAIL 02/A2.4. Y GC TO ENSURE EXISTING SPRINKLER LOCATIONS ARE PROVIDED WITHIN 2 RESTROOMS BUILT BY LANDLORD. REFERENCE 03/A2.4. NOTIFY ARCHITECT IF ° / rim WORK IS NOT COMPLETE. . .......:............................................................................................................................................................................................................................................................. 3 's PROVIDE/MODIFY EXISTING SPRINKLER HEADS AS SHOWN IN DETAIL 04/A2.4. REFLECTED CEILING PLAN LEGEND FO - - - - r - - - - - - - - - - � - - - SYMBOL DESCRIPTION I TERIOR RECESSED LIGHT FIXTURE PROJECT NO.: 343-590 - EX DRAWN BY: KW/KK ...................................................... I ........................................................................................................................ ........................................................................... CHECKED BY: HN ' LINEAR WALL MOUNTED LIGHT FIXTURE - - - I I \ 'I : 2'x 4' PARABOLIC LIGHT FIXTURE: REFERENCE ENGINEERING \\ 1 DOCUMENTS SP SP SP SP \\ 1 - 2'x 4' PARABOLIC EMERGENCY LIGHT FIXTURE : REFERENCE ENGINEERING DOCUMENTS I 17 117777=11 elf ............ ......., EXHAUST FAN REFERENCE MECHANICAL DRAWINGS FOR I SPECIFICATIONS, DETAILS AND LOCATIONS. COLOR TO MATCH 1 CEILING .................................................................................................... .......................................................................... I EXIT SIGN: REFERENCE ENGINEERING DOCUMENTS FOR ; SPECIFICATIONS 1 SP CEILING MOUNTED SPEAKER ® ® ® ® ® _ 4 j GYPSUM BOARD SOFFIT 3 3 . ..........................................................'..... ....... ............... ....................... ..._.............. ............... ...................................... .............................. ........................ . .........._.... ... ■ SP ■ SP ■ SP ■ SP CEILING CHANGE XX' XX"AFF ; CEILING HEIGHT E EXISTING TO REMAIN. SHOWROOM 101 SP SP SP SP FILES/RECORDS 11777= r77= 102 1 7= 117777=11 r-77= - ® - - SP SP SP SP MENS.,`.: 104 I HALLWAY i 105 + TIGARD SOUTH IJ ® - 6600 SW BONITA ROAD P TIGARD, OR 97224 ® ® NO. REVISIONS: DATE: WOMEN'S­. ; '• ....;:... .":.... ....: `� r /y/ / :�yy////� / r' � �//r�.r /' w r / .:.. /w /p�//�q////r rr /../�9• � //�� / S"3�// /'W {uv�.�ll �I��� �� .L i � �/i// : � S��Y %� ��� h n r// .M(s .�'!U,�r ..0%G rr.! �� ��.!/� �i/ ��71J1J/.�"/.f0/%////// �lG�.�� �i ✓�%i�'E.`��:�/��r� � �� �/��// r .�/� ��.�/�y//.LLi///����� i%' � /.0 r r '.r �«�./fl�/�:L�l .0 �YJ) �]>30 r � j:�»^''r // �'�� �� � / '"""'d7%%'/��. ADJACENT TENANT SUITE: NOT I N SCOPE OF WORK LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: FIRE PROTECTION PLAN (FOR REFERENCE ONLY) DRAWING NUMBER: TRUE NORTH FIRE PROTECTION PLAN (FOR REFERENCE ONLY 01 SCALE: 3/16" = 1'-0" © 2015 idGROLIP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL FINISH PLAN NOTES NOTES: STOREFRONT BEYOND—--­,""., DOOR FRAME BEYOND CONTRACTOR SHALL FLOAT/SCRAPE FLOOR TO BE LEVEL AND PREPARE FOR CTC CARPET TRIM CAN BE MODIFIED IN THE FIELD TO ACCOMMODATE MOSTSCHEDULED FINISH. FINISH TRANSITIONS SHALL NOT EXCEED 1/2" RADIUSES. A RADIUS OF LESS THAN U MAY REQUIRE A PLYWOOD TEMPLATE. CUT / CARPET AS SPECIFIED DIFFERENTIAL EITHER BETWEEN NEW OR NEW AND EXISTING FINISHES. � NOTCHES IN BASE TO CREATE RADIUS. (DIRECT GLUE) INTERIOR EXTERIOR INTERIOR EXTERIOR TRIM TO BE ANCHORED USING CONSTRUCTION ADHESIVE-'LIQUID NAILS'OR EQUAL. CONTACT ARCHITECT WITH QUESTIONS REGARDING PATTERN,ALIGNMENT, IF INSTALLATION REQUIRES CARPET TRIM TO BE TURNED AT ANGLE, STARTING POINTS, ETC. BOTH TO BE MITERED ACCORDINGLY. f` TUCK CARPET EDGE ALUMINUM HALF SADDLE ALUMINUM OFFSET SADDLE " uUNDER TRIM THRESHOLD THRESHOLD ANY TILE FLOOR OTHER THAN SLAB ON GRADE SHALL HAVE WATERPROOFid``�`%'"`� " �f'���'��•'� BY REESE (S248AS) OR BY PEMKO OR EQUAL. 1/4" MEMBRANE WITH EPDXY GROUT. 2641 IRVING BLVD. CTV, METAL VINYL EQUAL. 1/4" MAX VERTICAL MAX VERTICAL CHANGE,1/2" CHANGE,1/2" MAX VERTICAL MAX VERTICAL CHANGE IF GROUT SEALANT NOT REQUIRED. DALLAS, TEXAS 75207 TUCK CARPET EDGE COMPOSITE TILE CHANGE IF SLOPED AT 1:12 SLOPED AT 1:12 TEL: 214-638-6800 UNDER TRIM TO CARPET TRANSITION STRIP (ACCESSIBLE COMPLIANT) V.I.F. (ACCESSIBLE COMPLIANT) V.I.F. CONTRACTOR TO PROVIDE ADDITIONAL STOCK OF (1) BOX OF PORCELAIN CTC716CTS CARPET TRI CLEAR ANODIZED ALUMINUM Q PLANK. FINISH 3/8" PORCELAIN PLANK AS CARPET AS c� ¢ ARCHITECT FLUSH CARPET AS SPECIFIED SPECIFIED SPECIFIED T REFERENCE ELEVATIONS FOR FINISHES NOT NOTED ON PLANS. • PARTITIONS SHALL RECEIVE SMOOTH TEXTURE AND TWO COATS OF 3/8" PORCELAIN PLANK ` SPECIFIED PAINT THROUGHOUT, U.O.N. - REFERENCE ELEVATIONS AND FINISH AS SPECIFIED VINYL COMPOSITE TILE SUBSTRATE SUBSTRATE SCHEDULES. R. H. SWEERS II, FLOORING AS SPECIFIED %-"- PROPRIETOR • GENERAL CONTRACTOR SHALL TOUCH-UP OR REPAINT AS NEEDED AFTER SUBSTRATE SUBSTRATE COMPLETION OF WORK. RH SWEERS ARCHITECT _ PROVIDE A BEAD OF CAULK AT VISIBLE INTERSECTIONS BETWEEN MILLWORK EMAIL: rhs@sweersarch.com PORCELAIN PLANK TO CARPET VCT TO CARPET PORCELAIN PLANK TO EXTERIOR CARPET TO EXTERIOR AND WALLS WHERE A GAP OCCURS OR LIGHT SHINES THROUGH. CAULK IS TO MATCH SURROUNDING MATERIAL. DETAIL: FLOOR TRANSITION DETAIL: FLOOR TRANSITION DETAIL: FLOOR TRANSITION DETAIL: FLOOR TRANSITION ° COLORTOTENACTOR OPROVIDEADDITIONALSTOCK (1 GALLON) OFEACHPAINT 02^/ COLOR TO TENANT. THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I SCALE: 6" = V-0" 03 SCALE: 6" = V-0" 04 SCALE: 6" = V-0" 05 SCALE: 6" = V-0" • GC TO VERIFY ALL PAINT LOCATIONS WITH TENANT PRIOR TO PAINTING. DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. o KEYNOTES SEAL 1 START OF (1) FULL PORCELAIN PLANK. OFFSET EACH ROW 6"AS INDICATED ON PLAN. ...................:............................................................................................................................................................................................................................................................. . INSTALL CHAIR RAIL ALONG PERIMETER OF SHOWROOM WALL AT 40"A.F.F. TO -- 2 TOP OF CHAIR RAIL. CHAIR RAIL TO BE PAINTED PT-2. REFERENCE 19/A8.0 FOR ADDITIONAL INFORMATION. _ _. _ ................... _ w� S I ►..3 GC TO CONFIRM THAT 'FRP -1 HAS BEEN INSTALLED AT MOP SINK, NOTIFY / 3 ; IDGROUP IF WORK HAS NOT BEEN COMPLETED. 00 4 ? GC TO CONFIRM THAT"FRP 1" HAS BEEN INSTALLED ON ALL WALLS OF p.A� ((��,, � RESTROOM. NOTIFY IDGROUP IF WORK HAS NOT BEEN COMPLETED. r/ �� ................... ......................................................................................................................................................................................................................................................... .... 5 TOP CAP OF LOW WALL TO BE PAINTED"PT-2" REFERENCE DETAIL 10/A8.0 FOR �; € ADDITIONAL INFORMATION. ...................4............................................................................................................................................................................................................................................................. INSTALL CROWN MOLDING ALONG PERIMETER OF SHOWROOM WALLS AT 10'-0" 6 AFF TO BOTTOM OF CROWN MOLDING. MOLDING TO BE PAINTED"PT-2" REFERENCE DETAIL 22/A8.0 FOR ADDITIONAL INFORMATION. ...................... _...................._ ............. .................. .... PROJECT NO.: 343-590 DRAWN BY: KW/KK FLOOR FINISH SCHEDULE CHECKED BY: HN 05/A2.5 TAG# MATERIAL DESCRIPTION F-1 CARPET: MFR: J &J FLOORING GROUP ............................................. . . . p (TENANT STYLE: INCEPTION MODULAR (7019) RESPONSIBILITY _._..._._ _.._._.._....._.__._......__.�_._......._..__ ) COLOR: IDEA 1736 SELECTED BACKING: NEXUS MODULAR ....... ....................._.................................................................................. WIDTH 18"X 36" _-........____.............._......__........_------....._..._._.__._._ ._ INSTALLATION TILE TABS ... . ..... .............................. ...................................................................... F 2 INSTALLATION PATTERN: BASKETWEAVE CONTACT: YVONNE MARTIN / h CONTACT# 1 800 241 4856 EXT 8607 F-2 6"X 24" PORCELAIN MFR J &J FLOORING p ....... .. ...... 9 PLANK: COLOR AMERICAN WOOD BEECH 6O c'6\ (TENANT INSTALLATION THIN SET 1/8 JOINT WI'D TH p RESPONSIBILITY) GROUT: MAIPEI, SANDED, #04 BAHAMA BEIGE GROUT: ........................................................... ............................................................................... CONTACT:YVONNE MARTIN (GC RESPONSIBILITY) --- - -._........... CONTACT#: 1-800 241-4856 EXT 8607 F-3 12"X 12"VINYL MFR:ARMSTRONG COMPOSITE TILE: (GC _.------_.. . ..__...-.._..._....—.____..__._._.__ RESPONSIBILITY) SERIES: STANDARD EXCELON .................................... :PATTERN: IMPERIAL TEXTURE jCOLOR: #51858 SANDRIFT WHITE i CONTACT: ARMSTRONG I.... ....... ..... . . ......... . . . .................................................................. ...... :CONTACT#: 1-877-276-7876 PT 3 BASE FINISH SCHEDULE B-1 5 TAG# MATERIAL DESCRIPTION B-1 4" RUBBER BASE MFR:ARMSTRONG ( ) COLOR: #12 SHADOW GRAY GC RESPONSIBILITY . ... ............... ._.. ._._..._.._....._..._....___..._...�_....__....._...,....._._._ ; ........ .. ........ ............................-......................_............ .. CONTACT:ARMSTRONG ...................._...._.........................-............................................................................................... PT PT CONTACT#: 1-877-276-7876 3 3 B-2 6"X 24" PORCELAIN MFR: J &J FLOORING B 1 B 1 ... ...................... ............................................................................. PLANK: COLOR: AMERICAN WOOD BEECH (GC RESPONSIBILITY) INSTALLATION: THIN SET, 1/8 JOINT WIDTH 5 5 GROUT& EDGE TRIM: GROUT: MAPEI, #04 BAHAMA BEIGE P, 2 sT ( ) EDGE TRIM SCHLUTER RONDEC #RO-100-AE GC RESPONSIBILITY B CONTACT:YVONNE MARTIN CONTACT#: 1-800-241-4856 EXT 8607 P T 3T SHOWROOM WALL FINISH SCHEDULE 101 TAG# MATERIAL DESCRIPTION PT-1 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7016 MINDFUL GRAY FILES/RECORDS PT-2 PAINT: SEMI-GLOSS SHERWIN WILLIAMS PAINT: #SW7004 SNOWBOUND 102 PT-3 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7018 DOVETAIL PT-4 PAINT: FLAT FINISH SHERWIN WILLIAMS PAINT: #SW6258 TRI CORN BLACK P-3 PT FRP-1 FRP MARLITE: P 100 (PEBBLED WHITE). PROVIDE PVC B (FIBER-REINFORCED TRIM MOLDING "M350"AT INSIDE CORNERS, "M360" PLASTIC) AT OUTSIDE CORNERS, "M365"AT DIVISIONS AND "M370"AT EXPOSED EDGES. PROVIDE PVC OUTSIDE CORNER GUARD "M961"AT EXPOSED 3.. VERTICAL CORNERS EQ 14'-0" EC s <s 3 � 'MENsf ,> Q ' - -- 0 : 4 s 02/A2.5 0 .. . F-2 .... .., :.:...104 :� � : 1.:... , F-2 1 B2 02/A2.5 , HALLWAY y 105 _ _:. N s.:. .. TIGARD SOUTH .. ....... 6600 SW BONITA ROAD 4 1 `. _I P2 R P, PT TIGARD, OR 97224 II 1 B , B If WOMEN'S I 02/A2.5 II..... 103 7 NO. REVISIONS: DATE: 102/A2.5 lo lo ADJACENT TENANT SUITE: NOT I N SCOPE OF WORK LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: FINISH PLAN, SCHEDULES AND DETAILS Z I= DRAWING NUMBER: TRUE NORTH FINISH PLAN A2m5 0 1 SCALE: 3/16" = V-0" © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES • ALL GRAPHICS TO BE COORDINATED IN THE FIELD WITH TENANT. 40 ry or �x �,,., REFERENCE FINISH SCHEDULE ON SHEET A2.5 FOR PLASTIC LAMINATES. ��r'�;j/ X KEYNOTES i d 11111=310 m%j�,�% % . 0 of ,F% PROVIDE iDE REQUIRED ADA SIGNAGE STOREFRONT AS INDICATED ON PL AN 2 41 IRVING BLVD. . : : ...............................__ ... ....... .-- ........ . ..-__ ................................. ...._. ... 2 TENANT PROVIDED, CONTRACTOR INSTALLED CUSTOMER SERVICE DESK WITH DALLAS,TEXAS 75207 : o € TEL: 214-638-6800 h £ r FIXED UNDER COUNTER DRAWER, f ACCESSIBLE TRANSACTION RETURN. REFERENCE 04/A2.7. €i SHELF CABINET WITH TYP. 3 TENANT PROVIDED,CONTRACTOR INSTALLED ACCESSORY UNIT PULL-OUT SHELF, rYP. _. ARCHITECT ._..-. .�. 4 TENANT PROVIDED,CONTRACTOR INSTALLED FOSTER KIDS DISPLAY AREA. ,. ....... ....... ...... ....... ...... ....... ....... ...... _ 5'-0" 5 1 TENANT PROVIDED,CONTRACTOR INSTALLED KIDS TRAIN TABLE. _...--- .. _. 6 TENANT PROVIDED,CONTRACTOR INSTALLED CUSTOMER SATELLITE DESK ...... 5..... .. r 7 i PROVIDE AMERICAN STANDARD WINDOW FILM (WHITE FROST) TO BOTTOM PROPRIETOR 03/A2.7 I _ PORTION OF STOREFRONT WINDOW. CORE HOLE THROUGH � COUNTERTOP I TOE-KICK ON SIDE OF c° WIRE CHASE N RH SWEERS ARCHITECT DESK FACING WALL TO AREA CALCULATIONS EMAIL: rhs@sweersarch.com ACCOMMODATE _ _= i = _= i = _ _ C? '"' ELECTRICAL AND DATA Q i° CONDUIT. ROOM NO. ROOM NAME AREA NAME AREA (SF) 0 PRIVACY PANEL 5" 10 6 5' 101 SHOWROOM SHOWROOM +/ 7,937 _._�_......;_�,._,... . �_„_._............. ......... ._ AWING PREPARED UNDER MY SUPERVISION AND —_____.. .. ._. ___.__ THIS DR 102 FILES/RECORDS +/ 300 DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, ..................................................._ ..................................................... ............................................. .................. CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY : :' °'• 103 WOMEN'S RESTROOM +/ 48 DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND ACCESSIBLE ....................................................................................................... SERVICE ........................................................... SEAL. °..... ....::':"..::,..; WRITING SURFACE 104 MEN'S RESTROOM +/-48 2'-1" 105 I HALLWAY SEAL ........................................................:.................................................................................< or +/-68 TOTAL 9,000 MATTRESS COUNT: 78 TOTAL r ENGLARGED PLAN TRANSACTION COUNTER ELEVATION MAIN CABINET ELEVATION ACCESSIBLE COUNTER ' WEERv O� SCALE: 1/4” = V-0" 03 SCALE: 1/2" = V-0" 4� SCALE: 1/2" = V-0" OVERLA P K, KS FO PROJECT NO.: 343-590 DRAWN BY: KW/KK CHECKED BY: HN ....................................................... __... .. . . _.......:...::... _............._....... ......... f :. .... f.:............_....... ........ ..... f... i E WALL 05 WALL 02 i 1 5 i 5 f i } 5 f - E •S , v S i 5 5 5 1 5 {,.i 5 1 i WALL 02 ...,. .....................................................:...„ ;Z.. ........................... ...... ,. s 7 1 f .... .. .......................... .......__.._. ............................................................ ............................... . ... .. .........,....,.. „...... .... ' i 1 A/A6.1 1 B/A6.1 i 5 WALL 05 i 5 6 # WALL 01 � 5 I f f 1 S 5 5 f 5 5 t. i i. .... ` c............................ .......... ............ ............ ............... WALL03 _—_.......... .............._..._........ ....................._...._........,.....,............ O O ........................................................... ...... ........ ..... ........................................................... 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SHOWROOM WALL 02 5 101 ' ; 1 I € + 5 S 3 FILES/RECORDS 1 102 ......................................................_ ...... .................. ;!._. ...................._..................... .......................... ................................... 2B/A6.0 2A/A6.0 f i 5 WALL 06 J : 5 i. i. ..................i ............................ __......... .... •..........................................................J .,.................................. ♦ .._ ___ ................ WALL 03 /............................................................ 4 02/A2.7 MENS _.,... 104 1 HALLWAY I TIGARD SOUTH Fl-0-5-15 °3 II 3 I EO :EQ 6600 SW BONITA ROAD TI ARD R 97224 = I I I ... .... . p s € NO. REVISIONS: DATE: s " 5 , 1 : WALL 02 3 WALL 05 I 5 ALL 0 ALL 0 ALL 0 WOMEN'S F if ...........'.:.............€.. .... .,.. € W 3; W 6 W 5 103 5 _ ..... .... 11 ........ .................................: .:..........................................: .............................................:. ................... n .............................................. ............................................ .............................................v .............................................: ............................................. LANDLORD REVIEW ISSUE DATE: 08/11/2015 ADJACENT TENANT SUITE. TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 NOT IN SCOPE OF WORK PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: GRAPHIC-FIXTURE PLAN AND SCHEDULES DRAWING NUMBER: z = O _ #;z ... ....... .... TRUE NORTH GRAPHIC- FIXTURE PLAN A2m7 0 1 SCALE:3/16" = V-0" © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES Ff 1 • THIS PAGE IS SHOWN FOR DESIGN INTENT ONLY. EXTERIOR MODIFICATIONS ARE LIMITED TO STOREFRONT AND DOOR RECONFIGURATION. THE SHELL ]- ;j, BUILDING IS N.I.C. • SIGNAGE AND AWNINGS ARE SHOWN FOR VISUALIZATION ONLY; ARE NOT PART OF THIS SCOPE OF WORK EXCEPT FOR PROVIDING POWER & BLOCKING AS %%'` RIWE',! f'���"�{u NEEDED;AND SHALL BE PERMITTED SEPARATELY AS A DEFERRED PLAN REVIEW %;,, 0. " SUBMITTAL. i ,7 2641 IRVING BLVD. • SIZES, STYLES, AND COLORS OF SIGNAGE AND AWNINGS SHALL BE FINALIZED DALLAS, TEXAS 75207 BY OWNER. CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT POWER & TEL: 214-638-6800 BLOCKING REQUIREMENTS AND LOCATIONS WITH OWNER. ARCHITECT ADJACENT TENANT SPACE EXTENT OF SLEEP TRAIN TENANT XO KEYNOTES R. H. SWEERS II, 1 EXISTING EXTERIOR FINISHES TO REMAIN, U.N.O. PROPRIETOR ___ ---___ -_..__. .- ...__ --.---.. . ___..----- NEW SIGNAGE PROVED BY TENANT AND INSTALLED BY OTHERS UNDER RH SWEERS ARCHITECT 31'-10" 2 SEPARATE PERMIT. GC TO COORDINATE FINAL POWER TO CONNECTION TO EMAIL: rhs@sweersarch.com SIGNAGE WITH SIGNAGE VENDOR AND ELECTRICIAN. REFERENCE MEP DRAWINGS FOR ADDITIONAL INFORMATION. ..................< ............................................................ ........................................................................................................................................................... NEW AWNING FABRIC PROVIDED TO BE PROVIDED TO GO OVER EXISTING TO ,_.. : ....::...:..:..:.:. ....,.........., .............. _ ...,.......... _ ........................ _ ....:....,......,,,,,.,.µ ............ REMAIN AWNING I NG FRAMESFAB IC TO BE PROVIDED AND INSTALLED BY::::::::::...-: ............. µ .._....................... . ........................,......................................... ............ ....... .................. . . ........ 3 ` ..... ......... ........_ ......... .....:... ........................ .. . ..... SIGNAGE VENDOR UNDER SEPARATE PERMIT. THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I .......................................................................... _-_ DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING ' 4 : EXISTING STOREFRONT SYSTEM TO REMAIN. t ........:. ... ............................................................. .. ...... ...... .............................. ...... ......... ......... ......... ......... ..... CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY — —— —— — — — — — — — — — — — — — — — — —� 2 5 PATCH AND REPAIR PORTION OF EXISTING FACADE DAMAGED BY REMOVAL OF DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND i j .............................................................................................................................................................................................................................................................< I --.-."" : EXISTING SIGNAGE. PAINT TO MATCH EXISTING. SEAL. ......-. .......-. ......... ......... ....-... ..................................._.....................................:_.........::_...................".........................._.._..."................. ,_.._..._........_._._..:........... ......,...,.__.._..........__....._..._....., .,.... -------- ,_.......__...._........_....._.._."...._................ .................._..__ ..........___....,..._...._......._....__......................._.. ..._... ......_.._....._.. - - - - 6 NEW PAIR OF STOREFRONT DOORS TO MATCH FINISH OF EXISTING STORE 5 _".... _ N E EREFERENCE D D FRO T SYSTEM TO REMAIN. A2.0 FOR ADDITIONAL INFORMATION. SEAL 0) — J If 5 I i 5 ' B OVERLAN PAft, KS %Sf I ,5. 4 �I€ PROJECT NO.: 343-590 4: DRAWN BY: KW/KK CHECKED BY: HN , ({: 5,.............................:...............................:. . 6 5 FRONT EXTERIOR ELEVATION O 1 SCALE: 1/4" = 1'-0" EXTENT OF SLEEP TRAIN TENANT 31'-8" 40 5 { : i - .......................................................... t 2 ............. ....................................................................... ................................................................................................................................................................................................. '............. ............................................................................................................................................................................................................................... .....................' +..... ............................................... f D I L - - - - - - - - - - - - - - - - - 5 t :.. 3 3 II 17 { � 5 1 1 f :5 1 : : f S l% f {3 f: %Il f{ E C 5 11 f 1 f .f : :5 ' 4 € 4 ;s 4 4 6 w,,......, .5 ::......................................,......................................,.....................................1 5 f ; 3 5 SIDE EXTERIOR ELEVATION 02 SCALE: 1/4" = V-0" TIGARD SOUTH 6600 SW BONITA ROAD TIGARD, OR 97224 NO. REVISIONS: DATE: LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: EXTERIOR ELEVATIONS DRAWING NUMBER: A3mO © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT ADA SIGNAGE DETAIL ACCESSORY MOUNTING SCHEDULE BASE FINISH SCHEDULE TOILET PAPER TOWEL A3 LAVATORY, FAUCET TOILET PAPER SANITARY NAPKIN 36" GRAB BAR 42"GRAB BAR 24"x 36" MIRROR SDRINKING VERTICAL GRAB TAG# MATERIAL DESCRIPTION Ai A2 (DISPENSER &SOAP DISPENSER A4 ISPENSER A5 A7 A8 Aio DISPOSAL As A9 FOUNTAINS BAR O HC SIGN REFB-1 4"RUBBER BASE MFR:ARMSTRONG GC RESPONSIBILITY .................................................................................................................................................. DTL AT LEFT ( ) COLOR: #12 SHADOW GRAY REF. NOTE#5 39"-41" CONTACT:ARMSTRONG _ ...-- - 36"MIN. 54" MIN. CONTACT#: 1-877-276-7876 ENSURE FLUSH VALVE B-2 6 X 24 PORCELAIN MFR J &J FLOORING LLJ cl :: r. ,;:. Q rr FACES"WIDE SIDE..OF 24.. 2.. 42" MIN. ¢ PLANK: BEECH _- -. ' S F >..:, Ui LL COLOR_AMERICAN WOOD _ 1111 ,.fir �: �;, ROOM O ¢ r (GC RESPONSIBILITY) INSTALLATION: THIN SET, 1/8"JOINT WIDTH uti w 7 _g MIN. i o u) GROUT&EDGE TRIM: 2641 IRVING BLVD. T o O I- 2 w o GROUT: MAPEI #04 BAHAMA BEIGE Z Z ¢ ¢ ¢ z ¢ O o X z X = (GC RESPONSIBILITY) EDGE TRIM: SCHLUTER RONDEC #RO-100 AE DALLAS,TEXAS 75207 z X rl Z ¢ ¢ TEL: 214-638-6800 a s - _ 9 O g CONTACT YVONNE MARTIN O OD o _Z m ,, CONTACT#: 1-800-241-4856 EXT 8607 L 0) Iff WOMEN - O O `r � N T � co LL CO Cr) O0 ARCHITECT NOTES: PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND PROVIDED AND WALL FINISH SCHEDULE INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY LL INSTALLED BY G.C. INSTALLED BY LL TAG# MATERIAL DESCRIPTION R. H. SWEERS 11, 1. MANUFACTURER/MODEL: CAL-ROYAL/MH-68 WITH BRAIL NOTE:WOMEN'S 2. TWO PLATES THIS SIZE FOR PUBLIC TOILET ROOMS, ONE AS SHOWN,THE OTHER RESTROOM ONLY PT-1 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7016 MINDFUL PROPRIETOR SIMILAR FOR"MEN". GRAY 3. VERIFY AND MEET ACCESSIBILITY CODE STANDARDS OF LOCAL JURISDICTION. SPECIFICATION: PT-2 PAINT: SEMI-GLOSS SHERWIN WILLIAMS PAINT: #SW7004 SNOWBOUND 4. (703.4.1) TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE AMERICAN STANDARD AMERICAN PAPER LAVATORY: MOEN #R5580 BOBRICK#13-270 ASI 3800 SERIES ASI 3800 SERIES BOBRICK B-293 HALSEY TAYLOR ASI 3800 SERIES PT-3 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7018 DOVETAIL RH SWEERS ARCHITECT THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE 2436 #HAC8FSBL-Q FINISH: SMOOTH, PT-4 PAINT: FLAT FINISH SHERWIN WILLIAMS PAINT: #SW6258 TRICORN EMAIL: rhs@sweersarch.com LOWEST TACTILE CHARACTER AND 60"MAXIMUM ABOVE THE FINISH FLOOR OR #2467.100, COLOR: CONVERTING KOHLER, PINOR DONNER FINISH: SMOOTH, FINISH: SMOOTH, BLACK WHITE, SEAT: #APCB245PL (P) #K-2035-4-0 COMMERCIAL SATIN FINISH SATIN FINISH FINISH: TYPE 304 SATIN FINISH FRP-1 FRP MARLITE: P 100 PEBBLED WHITE PROVIDE PVC GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE 5324.019.020 (WHITE) WALL-HUNG SINK COLLECTION STAINLESS STEEL, APRON: HALSEY ) CHARACTER. (FI BER- )REINFORCED TRIM MOLDING M350' AT INSIDE CORNERS, M360 5. (703.4.2) SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CONTACT: COLOR: WHITE FINISH: CHROME SATIN FINISH TAYLOR#98324C PLASTIC AT OUTSIDE CORNERS, "M365"AT DIVISIONS AND CLEAR FLOOR SPACE OF 18" MINIMUN BY 18" MINIMUM IS CENTERED ON THE TACTILE SOAP DISPENSER: BRUCE CHALMERS, "M370"AT EXPOSED EDGES. PROVIDE PVC THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I CHARACTERS. HOFFMAN SPARTAN LITE N' FOAMY CONTACT: CONTACT: OUTSIDE CORNER GUARD"M961"AT EXPOSED DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, INDUSTRIAL BRUCE CHALMERS, BRUCE CHALMERS, CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY SERVICES 1000m1, #9757 HOFFMAN HOFFMAN VERTICAL CORNERS DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND CONTACT#: COLOR: BLACK INDUSTRIAL INDUSTRIAL SEAL. 415-897-8564 OR SERVICES SERVICES 415-713-2237 FAUCET: CHICAGO,#802-317XKABCP CONTACT#: CONTACT#: SEAL CONTACT EMAIL: 415-897-8564 OR 415-897-8564 OR brucechaimers@ 415-713-2237 415-713-2237 yahoo.com CONTACT EMAIL: CONTACT EMAIL: �� A brucechaimers@ brucechaimers@ yahoo.com yahoo.com C vVV SII J 0 �.OVERLAN PA'�K, KS FO PROJECT NO.: 343-590 DRAWN BY: KW/KK CHECKED BY: HN 7'-6" PT-1 PT-1 VIF FRP-1 A2 A3 FRP-1 • �— , o 0 REFERENCE SHEET Lu Lu LLti A5.0 FOR ADA SIGNAGE cr = cr 02/A5.0 DETAIL _Tj T > > = c o = Lu w m LL O a MEN'S Lo O m B 2 O B-2 O co > 1 18' ' 104 0 1 F - - - -- VIF 03/A5.0 VIF 'qWOH ELEVATION RESTROOM ELEVATIONP_ RESTROOM0Lu12 1 SCALE: 3/8" = V-0" 0SCALE: 3/8" = V-0" k --- 0 00 Lo Lo J o %f) LL - --- — O LL r O , O O w PT-1 03/A5.0 PT-1 = LL �� - - -- A8 PT-1 > VIF ¢ WOMEN'S Q J* 0 ` v F TIGARD SOUTH A10 A3 '0 103 0 REFERENCE SHEET 6600 SW BON ITA ROAD A6 Al ! 02/A5.0 A5.0FOR ADA SIGNAGE DETAIL TIGARD OR 97224 Al A7 NO. REVISIONS: DATE: A9 D Lu w FRP-1 FRP 1 - o .. ...... cr B-2 w w m m O B-2 00 B-1 ELEVATION RESTROOM ELEVATION RESTROOM ELEVATION DRINKING FOUNTAIN. ENLARGED RESTROOM PLAN -A. 03 SCALE: 3/8" = V-0" 04 SCALE: 3/8" = T-0" 05 SCALE: 3/8" = V-0" 06 SCALE: 1/2" = V-0" LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: ENLARGED RESTROOM PLAN, ELEVATIONS AND SCHEDULES DRAWING NUMBER: A5mO © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL ELEVATION NOTES PT-4 �> TYP. ALL GRAPHICS LOCATIONS TO BE VERIFIED IN THE FIELD BY THE TENANT. . - O < Q TYP N O KEYNOTES : CONTRACTOR PROVIDED AND INSTALLED CUSTOMER SERVICE DESK AND • 1 r r fs ACCESSIBLE RETURN IRVING BLVD. 2 :` CONTRACTOR PROVIDED AND INSTALLED ACCESSORY UNIT. DALLAS, TEXAS 75207 _...._....___._._...._._..--..._......._.....__..._....__._._..._.__........--..____-_--_..._...-...___......_-....._._...._..._....___ TEL 214-638-6800 3 TENANT PROVIDED AND CONTRACTOR INSTALLED CUSTOMER SATELLITE P DESK. OL 4 TENANT PROVIDED AND CONTRACTOR INSTALLED FOSTER KIDS DISPLAY. ARCHITECT 3 ............ ........................................ .......................... .............................................. ........ ............................... .. ... PT-1 - € a , ' 5 TENANT PROVIDED, CONTRACTOR INSTALLED KIDS TRAIN TABLE. ° TYP. :, w _ _.......___...._ ...._.____._.__—...._- -___... _................__.__.__...__....__.__..__....__....____ _.___.___.._ ¢ CONTRACTOR TO WO SED OPENING j 6 VIDE AND INSTALL PAINT-GRADEOD CA PEN : A Ell REFERENCE 21/A8.0. R H SWEERS 11, 5 %' - ¢ WALL 01 - DELIVERY o WALL 02- LOVE YOUR MATTRESS 2 WALL 03- LOWEST PRICE o WALL 04- EXPERT ADVICE PROPRIETOR PT 2 sf, qC co TYP N Q ¢ BASE FINISH SCHEDULE RH SWEERS ARCHITECT I' TAG# MATERIAL DESCRIPTION EMAIL: rhs@sweersarch.com - »» »» — — — — — — — — — — — — — -- - - - - - 1 RUBBER BASE PT 3 ::..., B 4 (GCRESPONSIBILITY) COLOR: #12 SHADOW GRAY MFR:ARMSTRONG TYP. gg /i.:.../, ,:. r /i � vN.S '»: :.,.,/l,,,..,:.•. ...r , »./ ,,';, ::f".%''i:':. ......./::..:.fr:.:.:.",.;,;.: /ur.,.»..,5,,.,:.„.1...,.:».:•.,./�»,,�.».G.,1�/,�..:if:::.,r».,.r..,...:.. 5 „...r>;+�'/i,�/r//.%,r.//!.�.w./.,°.r.:..,,:.�il,r,.,;:r1 a.»:/,,�./r:,�fi,<r„.»»».,,,fr.,`/:.r'�r:.,¢;.:.:l5,.:?.r...«:6.`,': »<';r/'�,�/„.r,,r,..�.r�r/6.;,:.:�.,......:.v9:�.J//,•,rr. ........... � I I CONTACT: ARMSTRONG ........................... ................................... ... ................................................................ HIS DRAWING PREPARED UNDER MY SUPERVISION AND I ?i>�...:.:. ::.:.:.,,, !», r?,.SS.,rr:>r,, ' .: '.. f /.,,., . ., . »,f/::„ CONTACT#: 1-877-276-7876 :,,, . ,......,./,.,. :r,,,.,iii.... ,.. / /, / .. ::::t: ::t::t::t::t::t::t::t::t::t::t::,:� � l.r,aw�.•:I!c. ., '/,..� /,, ,� �:/ /... DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING ,1 ., : i.. ../ /./ ,,./:.//, . ,/:. fir i,/: />'..: ii D SCLA E .r .,f r . .. rr �� � � �� I.,.....�.r I ....,....,..�...:......./I...... ,, //�,r..,r»,.�........ ... ..:/ .....,...: :.,.r:./.. ..:.......................................... �,'....,.,/ .,. / /.r:f<:' - PORCELAIN ,. ...... ,//f'... .......,.: ............. ./ ...... ,, . r,... . ..... ... ..,, r.....l:si..... ... �,.:»:..._:..:......._ y..,......,. / ::.! �//..., B 2 6 X 24” PORC _ R: FLOORING TYP. i /� // ,./.., , <. ... :r f .�...:..:.:f,, /55.«.. ,..:..., M F J J F 00 G !..�..,,..»,//..:. r,..........�.......:,/ //,:.... ,r�//..,/...::,:.,�,,.� %......, ,.....:. :::.....:<....................................................... .,:. ..,.,,:.....:.: ,,f. I CONSTRUCTION ELEMENTS,SITE CONDITIONS OR ANY :ter ... .,:r ,, ,r.,, /r, I I I I I I I I , SIDE n - - SIDE !. ,/ .: ,:. :. ,. ,r, :.. :.. / / , : ,».::, .. Q -� :.:.:,.,,,, •,:.:, r /./ O ,:. »�»„ :. .:, .,:,,:, ,/�» r:.../// /,,,, �>,3. /, „� PLANK: r..,../,/.`,/..�......»,:.ric. . - �.:..•r»rr,.:,�, ,,:,:�,,,:.>;,:. /.,%/:� .///%//,/ / / r'.f: /<> ,'�'%':. �%;5 '';/'. COLOR: AMERICAN WOOD BEECH _ DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND k 4, (GC RESPONSIBILITY) INSTALLATION: THIN SET, 1/8"JOINT WIDTH SEAL. GROUT& EDGE TRIM: --- GROUT MAPEI, #04 BAHAMA BEIGE ELEVATIONS (GC RESPONSIBILITY) _. __ .__.__ .._._..._.. 1 EDGE TRIM: SCHLUTER RONDEC#R0-100--A.E O 1 .. . .. . . .........................................................11­ ...... SEAL CONTACT. YVONNE MARTIN SCALE: 3/8" = V-0" CONTACT#: 1-800-241-4856 EXT 8607 D WALL FINISH SCHEDULE PT 4 w TAG# MATERIAL DESCRIPTION w R z PT-1 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7016 MINDFUL o ,� o = GRAY OVERLA D P RK, KS , OD U PT-2 PAINT: SEMI-GLOSS SHERWIN WILLIAMS PAINT: #SW7004 SNOWBOUND ¢ PT-3 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7018 DOVETAILc\l Il/l� � N PT-4 PAINT: FLAT FINISH SHERWIN WILLIAMS PAINT: #SW6258 TRICORN BLACK O O FRP-1 FRP MARLITE: P 100 (PEBBLED WHITE). PROVIDE PVC (FIBER-REINFORCED TRIM MOLDING "M350"AT INSIDE CORNERS,"M360" PLASTIC) AT OUTSIDE CORNERS, "M365"AT DIVISIONS AND "M370"AT EXPOSED EDGES. PROVIDE PVC DRAWN BY:NO.: 3KW/KK 43-590 OUTSIDE CORNER GUARD"M961"AT EXPOSED VERTICAL CORNERS a , CHECKED BY: HN it J WALL 05-TRUSTED BRANDS WALL 06- LOVE YOUR WALL 03- LOWEST PRICE q a PT 2 o U MATTRESS 1 0 0 1 N n / Q F- PT-3 ' t g w 5 i z - J i { 0 � IB-1 Q S t 5 , 5 5 i ELEVATIONS 2ASCALE: 3/8" = V-0" PT-4 z J 0 co O Q ' Q N PT-2 2 t5 . . t L1 PT-1 h ta PT-2 I I J WALL 05 -TRUSTED BRANDS WALL 02- LOVE YOUR MATTRESS 2 WALL 03 - LOWEST PRICE Q o 0 0 co D � ¢ 4 PT-3 w z B-1 ELEVATIONS 2BSCALE: 3/8" = V-0" PT-4 TYP. 0 PT 2 Q TYP. N TIGARD SOUTH 6600 SW BONITA ROAD c 6 TIGARD, OR 97224 N NO. REVISIONS: DATE: z Ylwx TYP. 21/A8.0 — — WALL 05-TRUSTED BRANDS WALL 02 LOVE YOUR o ~ o U MATTRESS 2 NF OPEN TO I I 4 ' ¢ 3 N BEYOND PT-3 TYP, — — — — — — B 1 ~ I I I I I I LANDLORD REVIEW ISSUE DATE: 08/11/2015 TYP' I I I I I T I I T I SUE DATE. VIEW IS 08/11/2015 TENANT RE 08/11/2015 BID ISSUE DATE: PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 ELEVATIONS 03 SCALE: 3/8" = V-0" DRAWING TITLE: INTERIOR ELEVATIONS AND SCHEDULES DRAWING NUMBER: A6mO © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT BASE FINISH SCHEDULE ,y/7f TAG# MATERIAL DESCRIPTION B-1 4" RUBBER BASE MFR.ARMSTRONG (GC RESPONSIBILITY) COLOR: #12 SHADOW GRAY PT 4 Z CONTACT: ARMSTRONG ......................................................................................................................................................... TYP. CONTACT#: 1-877-276-7876 o z B-2 6"X 24" PORCELAIN MFR:J &J FLOORING' r% /'p"`/**.. ' U COLOR: AMERICAN WOOD BEECH ' '!' ' '� t/ ¢ Q PLANK: ........... ..... ....... N � (GC RESPONSIBILITY � ..:' INSTALLATION: THIN SET, 1/8 JOINT WIDTH I le GROUT& EDGE TRIM: -._.___.___._..._............_.#04 4._... '___..BAHA.._....-..._MA-.-._-.B...-..E_..I...._..._____.._.. ___... 2641 IRVING BLVD. GROUT: M_APEI, GE _ (GC RESPONSIBILITY) EDGE TRIM: SCHLUTER RONDEC #RO-100-AE DALLAS, TEXAS 75207 PT-2 ......................................................._...._........._..._.................................. ....................................... CONTACT: YVONNE MARTIN TEL: 214-638-6800 TYP. _-_.._..._-._......___....___..... ...._._. ._._._...--_--------........._.. CONTACT#: 1-800-241-4856 EXT 8607 ARCHITECT WALL FINISH SCHEDULE TYP. MATERIAL DESCRIPTION R. H. SWEERS II, PT-1 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7016 MINDFUL PROPRIETOR GRAY r ;% o WALL 06 LOVE YOUR WALL 03 LOWEST PRICE - PT-2 PAINT: SEMI-GLOSS SHERWIN WILLIAMS PAINT: #SW7004 SNOWBOUND s ~ o U MATTRESS 1 PT-3 PAINT: SATIN FINISH SHERWIN WILLIAMS PAINT: #SW7018 DOVETAIL RH SWEERS ARCHITECT PT 2 N ¢ PT-4 PAINT: FLAT FINISH SHERWIN WILLIAMS PAINT: #SW6258 TRICORN EMAIL: rhs@sweersarch.com TYP. BLACK w FRP-1 FRP MARLITE: P 100 (PEBBLED WHITE). PROVIDE PVC DE CORNERS, "M360" TYP. z PLASTIC)(FIBER-REINFORCED AT OUTSIDE CORNERSRIM MOLDING "M0"A M3651 AT DIVISIONS AND = M370"AT EXPOSED EDGES. PROVIDE PVC THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I OUTSIDE CORNER GUARD"M961"AT EXPOSED DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, VERTICAL CORNERS CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY TYP DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND - — -- --- - --------- - -- - SEAL. SEAL ELEVATIONS DA 1 A SCALE: 3/8" = V-0" _Q �.�OVERLAN PA K, KS ,c F � PT-4 TYP. w PROJECT NO.: 343-590 J DRAWN BY: KW/KK 00 o CHECKED BY: HN N !f f ell PT-2 TYP. i TYP. a fix` s.. PT 2 WALL 05 TRUSTED BRANDS o } WALL 02 LOVE YOUR TYP. o U ~ MATTRESS 2 ; � 1- PT-3 TYP. - /,:: .v. 5y '.tip;:, rl.'.: '•: '.::l+r�r�`/ ..l.r 1, r B 1 r, 1: TYP. !4/:..J;`/' /... r..l. .,f:' :'%fir+ / 4.r ". / ..' // rr^''/o r/ r .r ELEVATIONS 1 B SCALE: 3/8" = V-0" TIGARD SOUTH 6600 SW BONITA ROAD TIGARD, OR 97224 NO. REVISIONS: DATE: LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: INTERIOR ELEVATIONS AND SCHEDULES DRAWING NUMBER: A6ml © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT 6"GALVANIZED METAL STEEL 6"GALVANIZED METAL STEEL 3 5/8"GALVANIZED 3 5/8"GALVANIZED METAL 3-5/8"GALVANIZED META 1 STUDS @ 16"O.C.TO 6"ABOVE ElSTUDS @ 16"O.C. TO 6"ABOVEMETAL STEEL STUDS @ 16" \ / / STEEL STUDS @ 16"O.C. \ FESTEELEXISTING DEMISING STUDS CEILING WITH (1) LAYER 5/8" CEILING WITH (1) LAYER 5/8" O.C. TO 6"ABOVE CEILING TO 6"ABOVE CEILING \ / I I WALL-PROVIDE (1) F :... LSTRUCTURE TRUCTURE 15/A8.0 \ \ / / STRUCTURE 15/A8.0 \ \ / / STRUCTURE @ 16"O.C.TO BOTTOM OF LAYER 5/8"GWB TYPE GWB (ONE SIDE ONLY). ABOVE GWB TYPE X (ONE SIDE ONLY) WITH (1) LAYER 5/8"GWB '�� WITH 1 LAYER 5/8"GWB '�� DECK WITH 1 LAYER 5/8" STRUCTURE STRUCTURE OVE ABOVE ( ) ( ABOVE ( ) X TO DECK (TENANT BRACING TO CEILING 4' O.C. BRACING TO DECK 4'O.C. EACH SIDE - EACH SIDE 4 BOVE BOVEBRACING TO DECK 4'O.C. GWB TYPE 13/A8.0 / {,ca BRACING TO DECK 4 O.C. EACH SIDEX BA IN 'SAME AS"1' -EXCEPT " "- TT SULATION12 fSIDE ON "1 A „ " 2A SAME AS 2 EXCEPT J01 ,,w�USING 3 5/8 GALVANIZED METAL USING 3 5/8 GALVANIZED METALSAME AS"3" SAME AS"4" STEELSTUDS STEEL STUDS 3A EXCEPT USING 6" EXCEPT USING 6" oll1 B SAME AS "1"- EXCEPTGALVANIZED METAL STEEL GALVANIZED METAL ACOUSTICAL SEALANT TOP ACOUSTICAL SEALANT TOP14/A8.0 ,i;❑USING 2 1/2"GALVANIZED METAL100 K" STUDS &BOTTOM id STEEL STUDS & BOTTOM EEL T D O SCHEDULE CEILING SCHEDULE CEILING 2641 IRVING BLVD. UP ST S U S AIN ADJACENT SLEE R IN EXTERIOR SLEEP TRAI ADJACENT ADJACENT SLEEP TRAIN DALLAS, TEXAS 75207 Fl—c]FURRING SAME AS "1"- EXCEPT USING 7/8" L SPACE LEASE SPACE SES ACE SCHEDULE CEILING SCHEDULE CEILIN CHANNEL T( NANT) NAN LE TSE N CE LEASE SPACE LEASE SP LEASE SPACE TEL: 214-638-6800 SCHEDULE CEILING !t; SCHEDULE CEILING O : TENANT ...: *NOTE* IF THIS WALL TYPE IS �4 *NOTE* IF THIS WALL TYPE IS U *NOTE* IF THIS WALL TYPE IS T *NOTE* ARCHITECT NOTE IF THIS WALL TYPE IS USED AT * NOTE IF THIS WALL TYPE IS T i NOTE IF THIS WALL TYPE IS T 1 RESTROOMS GWB TO BE ( R RESTROOMS GWB TO BE (1 RESTROOMS GWB TO BE RESTROOMS-GWB TO BE (1) LAYER RESTROOMS-GWB TO BE RESTROOMS-GWB TO BE rff MOISTURE RESISTANT O R OM SIDE MOISTURE RESISTANT O ES M SIDE MOISTURE RESISTANT R OOM SIDE MOISTURE RESISTANT ON RESTROOM SIDE MOISTURE RESISTANT R OOM SIDE MOISTURE RESISTANT �OOM SIDE R. H. SWEERS II, EXISTING INTERIOR W L EXISTING EXTERIOR W BATT INSULATION1 ►1B BATT INSULATION A BATT INSULATIO BATT INSULATION BATT INSULATION PROPRIETOR SCHEDULED B SCHEDULED BAS SCHEDULED B SCHEDULED BASE SCHEDULED B SCHEDULED B 25 GAUGE GA ED 25 GAUGE GALVANI D 25 GAUGE GALVA ZED 25 GAUGE GALVANIZED 25 GAUGE GALVA ZED 25 GAUGE GALVA ZED RH SWEERS ARCHITECT STEEL CHANNEL FASTENED STEEL CHANNEL FASTENED STEEL CHANNEL FASTENED STEEL CHANNEL FASTENED STEEL CHANNEL FASTENED STEEL CHANNEL FASTENED EMAIL: rhs@sweersarch.com TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB * 1 HR RATED WALL-UL U419 FLOOR SLAB WALL TYPES WALL TYPES WALL TYPES WALL TYPES WALL TYPES_ _ WALL TYPES THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I 01 05 „ - „ DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, 02 SCALE: 3/4 - 1 0 03 SCALE:3/4 - 1 0 04 SCALE: 3/4 - 1'-0" SCALE: 3/4" = 1'-0" 00 _ SCALE. 3/4 1 0 CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY SCALE:3 4" = 1'-0" " - ' DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND SEAL. M3 5/8"GALVANIZED 3 5/8"GALVANIZED METAL 6"GALVANIZED METAL STEEL 3 5/8" MTL. STUDS @ METAL STEEL STUDS @ 16" STEEL STUDS @ 16"O.C. i 1 STUDS @ 16"O.C.TO 6"ABOVE '' 1 16"O.C. WITH 5/8" O.C. TO DECK WITH (1) STRUCTURE TO DECK WITH (1) LAYER — STRUCTURE CEILING WITH (1) LAYER 5/8" TYPE"X'GWB EACH SEAL LAYER 5/8"GWB EACH ABOVE 5/8"GWB EACH SIDE,AS ABOVE GWB TYPE X (ONE SIDE ONLY) TRUCTURE SIDE WITH 2x 13/A8.0 BOVE SIDE,AS SHOWN. SHOWN. -- BRACING TO DECK 4'O.C. BLOCKING AND PAINTED TOP CAP SIM WOOD CAP METAL CORNER BEAD TYP. VIF 3/4" 4 7/8" 3/4" - ----- SAME AS"1" EXCEPT = _____ - SHEATH WALL WITH EQ. EQ. !� SAME AS"3" — —� SAME AS "4" FqA USING 3 5/8"GALVANIZED METAL SCHEDULED FINISH F7A]EXCEPT USING 6" F8 CONTINUOUS FIRERATED EXCEPT USING 6' STEEL STUDS EXISTING COLUMN GALVANIZED METAL STEEL GALVANIZED METAL - - _-- —_ -- - - WOOD BLOCKING [� T STUDS STEEL STUDS r —^, I _ c RS I OOM FILES/RECORDS SHOWROOM FILES/RECORDS a ® r ROOM ROOM SLE T IN EXTERIOR COLUMN LINE SCHEDULE CEILING SCHEDULE CEILING _ _ U- 2"X 2"STRUCTURAL STEEL TUBE OVER�N P ,K, KS 12/A8.0 WITH 3/16"THK. PLATES TOP& BOTTOM; BOLT PLATES TO FLOOR - ®�� O 2"X 2"STEEL TUBE @ 8'-0"O.C. INSTALL ONE AT OPEN END OF SCHEDULE CEILING I� �; (MAX)AND 1 0 FROM END WALL AND (2) EVELNLY SPACED IN 11 OF WALLS, SECURED TO FLOOR (3 *NOTE* IF THIS WALL TY ED AT *NOTE* IF THIS WALL TYPE IS USED AT *NOTE*IF THIS WALL TYPE IS USED Al WITH 3/16"THK. BASE PLATE WITH 4 w LENGTH OF WALL RESTROOMS GWB T E YER RESTROOMS-GWB TO BE (1) LAYER RESTROOMS-GWB TO BE(1)LAYE s,: O MOISTURE RESIST T STROOM SIDE MOISTURE RESISTANT ON RESTROOM SIDE MOISTURE RESISTANT ON REST O E SELF-TAPPING SCREWS PROJECT NO.: 343-590 2-1/2"25 GA. METAL STUDS `� DRAWN BY: Kw/KK EXISTING EXTERIOR WITH 5/8"GYPSUM BOARD CHECKED BY: SCHEDULED BASE HN BATTINSULA IQ3,3A BATT INSULATION 2 25 GAUGE GALVANIZED SCHEDULSAVANIZED E SCHEDULED BASE SCHEDULED BA STEEL CHANNEL FASTENED 25 GAUGE 25 GAUGE GALVANIZED 25 GAUGE GALVANI ED TO SLAB AT 16"O.C. WITHCOLUMN LINE STEEL CHANNEL FASTENED STEEL CHANNEL FASTENEDL STEEL CHANNEL FASTENED PWR ACTUATED (HILTI X-ZF TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. TO SLAB AT 16"O.C. OR EQ. W/1" MIN. EMBED.) FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB WALL TYPES WALL TYPES WALL TYPES WALL TYPES DETAIL: COLUMN • 0 7 _ Q Q _ _ _ _ DETAIL. WOOD CAP / SCALE:3/4 - 1 -0 0 V SCALE:3/4" = 1 0 0 V SCALE: 3/4 = 1 0 1 0 SCALE:3/4' - 1 0 11 SCALE: 1-1/2" = 1'-0" 12 _ SCALE. 3 1 0 \ (2) #8 SCREWS @ EACH SIZE GA. TYPE 16"O.C. 24"O.C. 20 GA. MIN. STUD BRACES CLIP MAX.UNSUPPORTED HEIGHT (1) (2) (3) STAGGERED EACH 21/2" 20 ST UP TO 13'-10" 12'-0" EXISTING STRUCTURE DIRECTION @ 48"O.C. 20 ST UP TO 17'-11' 15'-7" INSTALL (2) OVER EACH ABOVE DOOR JAMB IN EACH \ VERTICLIP SLD362 CLIP 20 SJ UP TO 18'-6" 16'-9" 2 1/4" 1/2" 1/2" DIRECTION. 5/8"GWB - PARTITION 100 \ ICC-ESR-1903 '` � �' 3 5/8" 18 SJ UP TO 19'-3" N METAL STUDS @ 16"O.C. WI 16 SJ UP TO 20'-0" FIRE RETARDANT T DTH 14 SJ UP TO 22'NJ -0" WOOD BLOCKING 20 GA x 1/2"Z-BAR @16" r- 20 ST UP TO 26'-1" 22'-10" B OC. EXISTING STRUCTURE �, 20 SJ UP TO 26'8" 23'8" z MINERAL WOOL I ' 6" 18 SJ UP TO 28'-0" WOOD DOOR o #8 WAFER HEAD SCREW. 16 SJ UP TO 30'-0" r 13/4"SPACE BETWEEN HOLLOW METAL DOOR ¢ FIRE RETARDANT TREATED (2) 7/16"WAFER HEAD STUDS AND TOP PLATE 14 SJ UP TO 32'-0" FRAME WOOD BLOCKING a 18 GA SLOTTED MTL. I SCREWS TRACK. ICBO ER-5344 I 1. BASED ON INTERIOR NON BEARING PARTITIONS WITH ONE LAYER OF GYPSUM BOARD EACH SIDE. USE GAUGE,TYPE AS SCHEDULED UNLESS NOTED OTHERWISE 5/8"GYP BD �+ i = MTL STUDS PER PARTITION (2) #8 SCREWS THRU STEP ON DRAWINGS. 2. RUNNER TRACK GAUGE TO MATCH STUD. HOLLOW METAL DOOR (BOTH SIDES) � '' I ' TYPE TO 6"ABOVE CLNG. - � BUSHINGS. SCREWS METAL STUDS @ 16"O.C. Z� 3. WALLS OVER 12'-0"HIGH TO BE LATERALLY BRACED VERTICAL W/1 1/2", 16 GA. r FRAME METAL STUDS PROVIDED WITH CLIP COLD-ROLLED CHANNELS CLIP ANCHORED TO METAL STUDS. GENERAL NOTES: REFER TO R.C.P. FOR CEILING HEIGHTS.G.C.TO FIELD VERIFY ACTUAL STRUCTURAL INFORMATION OF THE ROOF FRAMING ABOVE CEILING. WOOD DOOR CONTRACTOR TO PROVIDE BACKING AS REQUIRED FOR MOUNTING ALL WALL, 3-5/8"X 20 GA. MIN. STUDS CEILING AND PARTITION MOUNTED ITEMS. LOCATIONS AND REQUIREMENTS ARE TO BE COORDINATED WITH PLUMBING, MECHANICAL AND ELECTRICAL.BRACE CEILING GRID FOR SEISMIC CONDITIONS ONLY AS REQUIRED BY CODE. DETAIL: STUD DECK DETAIL: BRACING STUD DETAIL: BRACING DEjrxSTUDdSIZE/SPACING CHART DETAIL. H . M . DOOR JAMB DETAIL. DOOR HEAD 3 SCALE: 1-1/2" - l'-O" 14 SCALE:3' = 1 0 15 SCALE: 3 - 1 0 16 SCALE: N/A 17 SCALE:3" = 1'-0" 18 SCALE: 3" = 1'-0" EXISTING CONCRETE SLAB SAWCUT CONCRETE SLAB MIN. 1-1/2"DEEP AND BREAK OUT EXISTING WALL TYPE AS CONCRETE PARTITION WALL TYPE AS SCHEDULED 3000 PSI CONCRETE INFILL METAL STUDS @ 16"O.C. SCHEDULED WITH #3 BARS @ 15"O.C. WIDTH CHAIR RAIL ULTRALITE LDF, DOWEL INTO EXISTING --�- CROWN MOLDING TBD, #MFPU412-BASEBOARD. CONCRETE 611.8" 5/8"GWB PAINT FACE &SIDES "PT-2" PAINT FACE &SIDES"PT-2" - PROVIDE A MIN. VAPOR (SEMI-GLOSS FINISH.) (SEMI-GLOSS FINISH.) BARRIER EQUIV. TO STECOWRAP BELOW NEW CONCRETE-TAPE NEW VAPOR BARRIER •: FIRE RETARDANT TREATED TO EXISTING ° 2X WOOD BLOCKING � oA. 3/4" 3/4" SCHEDULED BASE "POPLAR"WOOD TRIM T TO MATCH DOOR SCHEDULED BASE FRAME PROFILE CEMENT STABALIZED SAND TIGARD SOUTH 6600 SW BONITA ROAD TIGARD, OR 97224 NO. REVISIONS: DATE: DETAIL: CHAIR RAIL DETAIL: SAW-CUT CONCRETE DETAIL: WOOD CASING DETAIL: CROWN MOLDING- 19 SCALE: 1 - 1 0 20 SCALE: 1-1/2" - 1 0 21 SCALE:3 - V-0" 22 SCALE: 1" = V-0" LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: WALL TYPES, SECTIONS AND DETAILS DRAWING NUMBER: © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT SHORT FORM GUIDE SPECIFICATIONS SECTION 00100 UNITS ARE NOT ACCEPTABLE. SECURE ATTACHMENT, CONCEALED WHERE POSSIBLE, AND COMPLYING WITH D. SILICON RUBBER FOR FOOD SERVICE EQUIPMENT INSTALLATION: G. E. SCS 1200 SCHEDULED, PROVIDE 1/4"CLEARANCE FROM BOTTOM OF DOOR TO TOP OF LESS THAN 4.5 TIMES ANNEALED STRENGTH. B. COLD-FORMED STEEL TUBING: ASTM A 500, GRADE A, UNLESS OTHERWISE APPLICABLE QUALITY STANDARDS. OR EQUAL SINGLE-COMPONENT ONE-PART SILICONE-RUBBER BASED THRESHOLD. C. INSULATING GLASS UNITS: SEALED INSULATING UNITS FABRICATED FROM TWO COMMENT: THE FOLLOWING SHORT FORM SPECIFICATIONS ARE FOR GUIDANCE ONLY INDICATED C. CONDITION WOOD MATERIALS TO AVERAGE PREVAILING HUMIDITY CONDITIONS AIR-CURING NON-SAG ELASTOMERIC SEALANT COMPLYING WITH FDA D. FIELD FINISHED DOORS: REFER TO DIVISION-9 SECTION "PAINTING" FOR PANES OF 1/4"THICK GLASS WITH 1/2" DRY AIR SPACE DUAL SEALING SYSTEM ..i f.`€`�<«`>>:,: ;•,4� E E EPROJECTRE REQUIREMENTS. C. HOT-FORMED STEEL TUBING:ASTM A 501. IN INSTALLATION AREAS PRIOR TO INSTALLATION. REQUIREMENTS FOR DIRECT CONTACT WITH FOOD PRODUCTS. DO NOT PROVIDE FINISHING REQUIREMENTS. PACER DESICCANT, AND RNER REINFORCEMENT. LA THICKNESS AND >" ``' '" '` AND WILL NEED FURTHER EDITING TO SUIT SPECIFIC Q F S G QU S SCO FO GLASS C SS 1. D. STEEL PLATES, SHAPES AND BARS: ASTM A-36. SEALANT WITH MOLD AND MILDEW-RESISTANT MATERIALS, WHEN MATERIALS 3.2 ADJUSTING HEAT STRENGTHENING TO BE DETERMINED BY MANUFACTURER FOR WIND DIVISION 1 -GENERAL REQUIREMENTS E. WELDING ELECTRODES AND FILLER METAL: PROVIDE TYPE AND ALLOY OF FILLER PART 3 - EXECUTION WILL BE IN FOOD-PREPARATION AREAS OF THE PROJECT. A. REHANG OR REPLACE DOORS WHICH DO NOT SWING OR OPERATE FREELY. LOADING CONDITIONS. GLASS COLOR TO MATCH EXISTING ADJACENT . ;11 .11 11 .;:; Y, METAL AND ELECTRODES AS RECOMMENDED BY PRODUCER OF METAL TO BE 3.1 EXAMINATION E. JOINT BACKER: USE ONLY THOSE BACK-UP MATERIALS WHICH ARE SPECIFICALLY REFINISH OR REPLACE DOORS DAMAGED DURING INSTALLATION. MATERIALS,AS APPLICABLE. ;, COMMENT: DIVISION 1 SPECIFICATION SECTIONS WILL BE PROVIDED BY SLEEP TRAIN WELDED AND AS REQUIRED FOR COLOR MATCH, STRENGTH,AND COMPATIBILITY A. DISCARD UNITS OF MATERIAL WHICH ARE UNSOUND,WARPED, BOWED, TWISTED, RECOMMENDED FOR THIS INSTALLATION BY THE MANUFACTURER OR THE 3.3 PROTECTION 1. INSULATING GLASS WARRANTY: 10 YEARS. REPRESENTATIVE. IN FABRICATED ITEMS. IMPROPERLY TREATED, NOT ADEQUATELY SEASONED OR TOO SMALL TO SEALANT USED, AND WHICH ARE NON-ABSORBENT AND NON-STAINING. A. PROTECT DOORS AS RECOMMENDED BY DOOR MANUFACTURER TO ENSURE D. GLAZING SEALANTS AND COMPONENTS: E M INT OPTIMUM IN E :1% P H NK NONMETALLIC TPRE-MIXED, FACTORY-PACKAGED, FABRICAT WORK WITH MINIMUM OF JOINTS OR U JOINTING F. MASKING TAP R MASKING AROUND IN E <>: .i-_:>:: F. NONS RI GROU . F S G FO S NG OU JOINTS, PROVIDE MASKING TAPE THAT WOOD DOORS WILL BE WITHOUT DAMAGE OR DETERIORATION AT TIME OF 1. GENERAL: PROVIDE COLOR OF EXPOSED SEALANT/COMPOUND INDICATED OR rzr>%�, j NONSTAINING, NONCORROSIVE, NONGASEOUS GROUT COMPLYING WITH CE ARRANGEMENTS, OR WHICH ARE OF DEFECTIVE MANUFACTURER WITH RESPECT CONFORMING TO FED. SPEC. UU-T-106C. SUBSTANTIAL COMPLETION. IF NOT OTHERWISE INDICATED AS SELECTED BY ARCHITECT FROM % ___ CRD C621. PROVIDE GROUT SPECIFICALLY RECOMMENDED BY MANUFACTURER TO SURFACES SIZES OR PATTERNS, G. OTHER MATERIALS: ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUTMANUFACTURER'STAND D L R R BLA K I idu , " "' `" "=-' U STANDARD COLORS, O C F NO COLOR IS SO SELECTIVE DEMOLITION SECTION 02070 FOR INTERIOR AND EXTERIOR APPLICATIONS OF TYPE SPECIFIED IN THIS 3.2 PREPARATION REQUIRED FOR COMPLETE AND PROPER CAULKING AND INSTALLATION OF END OF SECTION 08212 SELECTED. 2641 IRVING BLVD. SECTION. A. BACKPRIME LUMBER WITH A SINGLE SEALER COAT OF LACQUER OR VARNISH, SEALANTS, SHALL BE FIRST QUALITY OF THEIR RESPECTIVE KINDS, NEW AND AS 2. TWO-PART POLYSULFIDE GLAZING SEALANT: ELASTOMERIC DALLAS, TEXAS 75207 PART 1 - GENERAL G. SHOP PRIMER PAINT FOR STEEL AND IRON: MANUFACTURER'S STANDARD RUST- COMPLYING WITH APPLICABLE FINISHING REQUIREMENTS IN DIVISION -9 SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. POLYSULFIDE SEALANT COMPLYING WITH FS TT-S-227, CLASS A,TYPE 2; TEL: 214-638-6800 1.1 SECTION INCLUDES INHIBITING PRIMER; COMPATIBLE WITH FINISH COATS OF PAINT. COORDINATE SECTIONS OF THESE SPECIFICATIONS FOR PRIMERS AND APPLICATION. SPECIALLY COMPOUNDED AND TESTED TO SHOW A MINIMUM OF 20 YEARS A. REMOVAL AND LEGAL DISPOSAL OF EXISTING INTERIOR AND EXTERIOR SELECTION OF METAL PRIMER WITH FINISH PAINT REQUIREMENTS SPECIFIED IN 3.3 INSTALLATION PART 3 - EXECUTION ALUMINUM STOREFRONT SYSTEM SECTION 08410 RESISTANCE TO DETERIORATION IN NORMAL GLAZING APPLICATIONS. CONSTRUCTION ITEMS SPECIFIED TO BE REMOVED AND AS INDICATED ON DIVISION 9. A. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. 3.1 INSTALLATION ARCHITECT THE DRAWINGS. THE WORK INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF H. FASTENERS: SHALL BE ZINC-COATED FASTENERS FOR EXTERIOR USE OR WHEN SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" A. CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION. PRIME OR SEAL PART 1 -GENERAL PART 3 - EXECUTION THE FOLLOWING ITEMS, INCORPORATION OF THESE ITEMS INTO THE PROJECT BUILT INTO EXTERIOR WALLS AS FOLLOWS: IN 8'-0" FOR PLUMB AND LEVEL,AND WITH 1/16" MAXIMUM OFFSET IN FLUSH JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. COMPLY WITH 1.1 SECTION INCLUDES 3.1 INSTALLATION ARE NOT PERMITTED: 1. BOLTS AND NUTS: REGULAR HEXAGON HEAD TYPE, ASTM A-307, GRADE A. ADJOINING SURFACES AND 1/8" MAXIMUM OFFSETS IN REVEALED ADJOINING MANUFACTURER'S INSTRUCTIONS. FILL SEALANT RABBET TO A SLIGHTLY A. PROVIDE STOREFRONT FRAMING AS SHOWN ON DRAWINGS,AS REQUIRED A. WATERTIGHT AND AIRTIGHT INSTALLATION OF EACH GLASS PRODUCT IS 1. EXISTING COUNTERS, CABINETS AND FIXTURES. 2. LAG BOLTS: SQUARE HEAT TYPE, FS FF-B-561. SURFACES. CONCAVE SURFACE, SLIGHTLY BELOW ADJOINING SURFACES. WHERE HEREIN,AND AS NEEDED TO MEET THE REQUIREMENTS OF THE CONSTRUCTION REQUIRED, EXCEPT AS OTHERWISE SHOWN. EACH INSTALLATION MUST p 2. INTERIOR PARTITIONS, DOORS AND WINDOWS. 3. MACHINE SCREWS: CADMIUM PLATED STEEL, FS FF-S-92. B. SCRIBE AND CUT TO FIT ADJOINING WORK,AND REFINISH CUT SURFACES OR HORIZONTAL JOINTS ARE BETWEEN A HORIZONTAL SURFACE AND VERTICAL SHOWN IN THE CONTRACT DOCUMENTS. WITHSTAND NORMAL TEMPERATURE CHANGES,WIND LOADING, IMPACT LOADING R. H. SW E E R S 11, 3. FLOOR FINISHES AND BASE,AND CEILING MATERIALS, INCLUDING 4. PLAIN WASHERS: ROUND CARBON STEEL FS FF-W-92. REPAIR DAMAGED FINISH AT CUTS. SURFACE, FILL JOINT TO FORM A MINIMUM 1/4" RADIUS CONVEX COVE,SO THAT 1.2 SUBMITTALS (FOR OPERATING SASH AND DOORS),WITHOUT FAILURE INCLUDING LOSS OR PROPRIETOR SUSPENSION WIRES AND FRAMING. 5. TOGGLE BOLTS: TUMBLE WING TYPE, FS FF-B-588, TYPE, CLASS AND STYLE AS C. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATE WITH COUNTERSUNK, JOINT WILL NOT TRAP MOISTURE AND DIRT. A. SUBMIT SHOP DRAWING FOR FABRICATION AND INSTALLATION, INCLUDING BREAKAGE OF GLASS, FAILURE OF SEALANTS OR GASKETS TO REMAIN 4. HVAC, PLUMBING AND ELECTRICAL SYSTEMS, INCLUDING CONDUITS AND REQUIRED. CONCEALED FASTENERS AND BLIND NAILING WHERE POSSIBLE. ELEVATIONS, DETAIL SECTIONS OF TYPICAL COMPOSITE MEMBERS, HARDWARE WATERTIGHT AND AIRTIGHT, DETERIORATION OF GLAZING MATERIALS AND CONTROL WIRING. 6. LOCK WASHERS: HELICAL SPRING TYPE CARBON STEEL, FS FF--W-84. D. ANCHOR TO METAL STUDS (WHERE BLOCKING DOES NOT EXIST) USING 3.2 CLEANING MOUNTING HEIGHTS,ANCHORAGES, REINFORCEMENT, EXPANSION PROVISIONS, OTHER DEFECTS IN THE WORK. RH SWEERS ARCHITECT 1.2 PROJECT CONDITIONS 7. DRILLED-IN EXPANSION ANCHORS: EXPANSION ANCHORS COMPLYING WITH ADHESIVE AND PRE- DRILLED COUNTERSUNK TRIM-HEAD SHEET-METAL SCREWS. A. DO NOT ALLOW SEALANTS TO OVERFLOW JOINTS OR TO SPILL ONTO ADJOINING AND GLAZING. B. CLEAN GLAZING CHANNEL AND OTHER FRAMING MEMBERS TO RECEIVE GLASS, EMAIL: rhs@sweersarch.com A. OWNER ASSUMES NO RESPONSIBILITY FOR THE ACTUAL CONDITION OF FS FF-S-325, GROUP VIII (ANCHORS, EXPANSION, [NONDRILLING]),TYPE I FILL RECESS WITH WOOD PUTTY TO MATCH SURFACE FINISH OF WOOD. WORK, OR TO MIGRATE INTO VOIDS OF EXPOSED FINISHES. CLEAN ADJOINING 1.3 SITE CONDITIONS IMMEDIATELY BEFORE GLAZING. REMOVE COATINGS WHICH ARE NOT FIRMLY ITEMS OR STRUCTURES TO BE DEMOLISHED. THE EXISTING STRUCTURE IS (INTERNALLY THREADED TUBULAR EXPANSION ANCHOR); AND MACHINE E. INSTALL STANDING AND RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS SURFACES BY WHATEVER MEANS MAY BE NECESSARY TO ELIMINATE EVIDENCE A. TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND BONDED TO SUBSTRATE. REMOVE LACQUER FROM METAL SURFACES WHERE UNOCCUPIED. BOLTS COMPLYING WITH FS FF-B-575, GRADE 5. POSSIBLE, USING FULL-LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. OF SPILLAGE. FABRICATION,TO ENSURE PROPER FITTING OF WORK. ELASTOMERIC SEALANTS ARE USED. 1.3 ASBESTOS INSPECTION & REPORT 2.2 FABRICATION STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. COPE AT RETURNS, 3.3 PROTECTION C. COMPLY WITH FGMA"GLAZING MANUAL"AND MANUFACTURERS INSTRUCTIONS A. IF REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY'S "NATIONAL A. GENERAL: USE MATERIALS OF SIZE AND THICKNESS INDICATED OR AS REQUIRED MITER AT CORNERS,AND USE SCARF JOINTS FOR END-TO-END JOINTS, TO A. CURE SEALANTS IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND PART 2- PRODUCTS AND RECOMMENDATIONS. USE MANUFACTURER'S RECOMMENDED SPACERS, THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS" (NESHAP), PROVIDE TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT FOR USE PROVIDE TIGHT FITTING JOINTS WITH FULL SURFACE CONTACT THROUGHOUT RECOMMENDATIONS, TO OBTAIN HIGH EARLY BOND STRENGTH, INTERNAL 2.1 MATERIALS BLOCKS, PRIMERS, SEALERS, GASKETS AND ACCESSORIES. DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, THE SERVICES OF AN INSPECTOR TO EVALUATE THE PROJECT SITE FOR THE INTENDED. PREASSEMBLE ALL ITEMS POSSIBLE IN THE SHOP TO MINIMIZE FIELD LENGTH OF JOINT. COHESIVE STRENGTH AND SURFACE DURABILITY. REPLACE OR RESTORE A. DRAWINGS ARE BASED ON ONE MANUFACTURER'S STANDARD ALUMINUM D. INSTALL GLASS WITH UNIFORMITY OF PATTERN, DRAW, BOW AND ROLLER MARKS. CONSTRUCTION ELEMENTS,SITE CONDITIONS, OR ANY PRESENCE OF REGULATED ASBESTOS CONTAINING MATERIALS (RACM'S). THE SPLICING AND ASSEMBLY. DISASSEMBLE UNITS ONLY AS NECESSARY FOR 3.4 REPAIR SEALANTS WHICH ARE DAMAGED OR DETERIORATED DURING ENTRANCE AND STOREFRONT SYSTEM. OTHER STANDARD SYSTEMS OF A INSTALL SEALANTS TO PROVIDE COMPLETE WETTING AND BOND AND TO CREATE DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND INSPECTOR SHALL BE LAWFULLY QUALIFIED/CERTIFIED TO PERFORM SUCH SHIPMENT AND HANDLING LIMITATIONS. DISASSEMBLED ITEMS SHALL BE A. REPAIR DAMAGED AND DEFECTIVE FINISH CARPENTRY WORK WHEREVER CONSTRUCTION PERIOD. PROTECT INSTALLED SEALANTS FROM DAMAGE SIMILAR AND EQUIVALENT NATURE WILL BE ACCEPTABLE WHEN DIFFERENCES A SUBSTANTIAL WASH AWAY FROM GLASS. INSTALL PRESSURIZED TAPES AND SEAL. INSPECTIONS BY APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. CLEARLY MARKED FOR REASSEMBLY. POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY,WHERE NOT FROM CONSTRUCTION OPERATIONS UNTIL OWNER OCCUPANCY. DO NOT MATERIALLY DETRACT FROM DESIGN CONCEPT OR INTENDED GASKETS TO PROTRUDE SLIGHTLY OUT OF CHANNEL, SO AS TO ELIMINATE DIRT PROVIDE A MINIMUM OF TEN (10) WORKING DAYS NOTIFICATION TO THE B. WELD CORNERS AND SEAMS CONTINUOUSLY, COMPLYING WITH AWS POSSIBLE TO REPAIR PROPERLY, REPLACE WOODWORK, ADJUST JOINERY FOR 3.4 SCHEDULE OF SEALANTS: PERFORMANCES,AS JUDGED SOLELY BY THE OWNER. AND MOISTURE POCKETS. APPROPRIATE OFFICE OF THE EPA'S ASBESTOS HAZARD MANAGEMENT RECOMMENDATIONS. AT EXPOSED CONNECTIONS, GRIND SMOOTH EXPOSED UNIFORM APPEARANCE. A. DOOR FRAMES TO WALLS & PARTITIONS: ACRYLIC LATEX. B. TYPICAL FRAMING SYSTEM: MATCH EXISTING OR"KAWNEER"TRIFAB II 451 (1" E. INSTALL INSULATING GLASS UNITS TO COMPLY WITH RECOMMENDATIONS BY SEAL DEPARTMENT,WHETHER RACM'S ARE FOUND TO EXIST OR NOT. UNLESS WELDS AND FLUSH TO MATCH AND BLEND WITH ADJOINING SURFACES. FORM 3.5 CLEANING B. TOILET FIXTURES TO WALL JOINTS: WHITE SANITARY SILICONE WITH MOLD AND INSULATED GLAZING PREFERRED FOR NEW CONSTRUCTION) FRAMING, OR SEALED INSULATING GLASS MANUFACTURERS ASSOCIATION, EXCEPT AS OTHERWISE INDICATED, DEMOLITION OR ABATEMENT OF RACM'S WILL NOT BE EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING A. CLEAN ON EXPOSED AND SEMI-EXPOSED SURFACES. TOUCH-UP SHOP APPLIED MILDEW RESISTANCE. EQUIVALENT EXTRUDED ALUMINUM SYSTEMS, UTILIZING ASTM B-221 ALUMINUM OTHERWISE SPECIFICALLY INDICATED OR RECOMMENDED BY GLASS AND �- INCLUDED IN THE SCOPE OF WORK. CONCEALED FASTENERS WHEREVER POSSIBLE. USE EXPOSED FASTENERS OF FINISHES TO RESTORE DAMAGED OR SOILED AREAS. C. FOOD SERVICE EQUIPMENT INSTALLATION: CLEAR SILICONE SEALANT WITHOUT FOR EXTRUSIONS,AND ASTM B-209 ALUMINUM FOR SHEET/PLATE MATERIALS. SEALANT MANUFACTURERS. �� �'e-?� TYPE SHOWN OR, IF NOT SHOWN, PHILLIPS FLAT-HEADED (COUNTERSUNK) 3.6 PROTECTION MOLD OR MILDEW RESISTANCE C. FASTENERS: ALUMINUM, NON-MAGNETIC STAINLESS STEEL, OR OTHER 3.2 PROTECTION -<,.,_^'l PART 2 - PRODUCTS (NOT APPLICABLE) SCREWS OR BOLTS. A. INSTALLER OF FINISH CARPENTRY WORK SHALL ADVISE CONTRACTOR OF FINAL MATERIALS WARRANTED BY MANUFACTURER TO BE NONCORROSIVE AND A. PROTECT EXTERIOR GLASS FROM BREAKAGE IMMEDIATELY UPON INSTALLATION, �� PROVIDE CONCEALED FASTENERS FOR INTERCONNECTION OF HANDRAIL AND PROTECTION AND MAINTAINED CONDITIONS NECESSARY TO ENSURE THAT END OF SECTION 07900 COMPATIBLE WITH ALUMINUM COMPONENTS. EXPOSED FASTENERS SHALL BY USE OF CROSSED STREAMERS ATTACHED TO FRAMING AND HELD AWAY I ,- ,- C. �-- PART 3 - EXECUTION RAILING COMPONENTS AND FOR THEIR ATTACHMENT TO OTHER WORK EXCEPT WORK WILL BE WITHOUT DAMAGE OR DETERIORATION AT TIME OF ACCEPTANCE. MATCH FINISH OF MEMBERS AND HARDWARE BEING FASTENED. FROM GLASS. DO NOT APPLY MARKERS TO SURFACES OF GLASS. REMOVE LIQ 3.1 EXAMINATION WHERE EXPOSED FASTENERS ARE UNAVOIDABLE OR ARE THE STANDARD D. CONCEALED FLASHING: DEAD-SOFT STAINLESS STEEL, 26 GAUGE MINIMUM, OR NONPERMANENT LABELS AND CLEAN SURFACES. CURE SEALANTS FOR HIGH J A. INSPECT AREAS IN WHICH WORK WILL BE PERFORMED PRIOR TO FASTENING METHOD FOR HANDRAIL AND RAILING SYSTEM INDICATED. END OF SECTION 06200 EXTRUDED ALUMINUM, 0.062" MINIMUM,AS SELECTED BY MANUFACTURER FOR EARLY STRENGTH AND DURABILITY. ® QVERLAN Ptd K, i1S a COMMENCEMENT OF DEMOLITION WORK. D. PROVIDE FOR ANCHORAGE OF TYPE SHOWN, COORDINATED WITH METAL DOORS & FRAMES SECTION 08100 COMPATIBILITY WITH OTHER COMPONENTS. 3.3 REPAIR t�a ___� B. LOCATE, IDENTIFY, STUB-OFF,AND DISCONNECT EXISTING UTILITY AND SUPPORTING STRUCTURE. FABRICATE AND SPACE ANCHORING DEVICES TO E. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S HIGH-STRENGTH A. REMOVE AND REPLACE DAMAGED GLASS AND GLAZING. WASH AND POLISH •` '� I� SERVICE LINES THAT ARE NOT TO REMAIN. PROVIDE BY-PASS CONNECTIONS AS PROVIDE ADEQUATE SUPPORT FOR INTENDED USE. PART 1 -GENERAL ALUMINUM UNITS WHERE FEASIBLE; OR NON-MAGNETIC STAINLESS STEEL OR GLASS ON BOTH FACES NOT MORE THAN 4 DAYS PRIOR TO DATE SCHEDULED ! ` �i REQUIRED TO MAINTAIN CONTINUITY OF SERVICE TO OTHER AREAS OF THE E. SHOP PAINTING: SHOP PAINT MISCELLANEOUS METALWORK, EXCEPT MEMBERS INSTALLATION OF ARCHITECTURAL CASEWORK SECTION 06400 1.1 SECTION INCLUDES HOT-DIPPED GALVANIZED STEEL COMPLYING WITH ASTM A-386. FOR INSPECTIONS INTENDED TO ESTABLISH DATE OF SUBSTANTIAL BUILDING, IF NECESSARY. OR PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE AND GALVANIZED A. PROVIDE METAL DOOR FRAMES AND HOLLOW METAL DOORS, WHERE NOTED ON F. CONCRETE/MASONRY INSERTS: CAST-IRON, MALLEABLE IRON, OR HOT-DIPPED COMPLETION. COMPLY WITH GLASS PRODUCT MANUFACTURER'S 3.2 DEMOLITION SURFACES UNLESS OTHERWISE NOTED. REMOVE RUST, SCALE AND OTHER PART 1 -GENERAL THE DRAWINGS AND AS SPECIFIED HEREIN. COMPLY WITH APPLICABLE GALVANIZED STEEL COMPLYING WITH ASTM A-386. RECOMMENDATIONS FOR FINAL CLEANING. A. PERFORM DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS DELETERIOUS MATERIALS BEFORE APPLYING SHOP COAT, CLEAN OFF HEAVY 11 SECTION INCLUDES REQUIREMENTS OF THE STEEL DOOR INSTITUTE"RECOMMENDED G. BITUMINOUS COATINGS: COLD-APPLIED ASPHALT MASTIC COMPLYING WITH AS REQUIRED TO COMPLETE THE WORK REQUIRED IN ACCORDANCE WITH RUST AND LOOSE MILL SCALE IN ACCORDANCE WITH SSPC SP-3 "POWER TOOL A. ARCHITECTURAL CASEWORK FURNISHED BY THE OWNER, WHERE INDICATED IN SPECIFICATIONS: STANDARD STEEL DOORS AND FRAMES." SSPC-PS 12, COMPOUNDED FOR 30-MIL THICKNESS PER COAT. END OF SECTION 08800 RECUIREMENTS OF GOVERNING REGULATIONS. CLEANING". REMOVE OIL, GREASE AND SIMILAR CONTAMINANTS IN ACCORDANCE THE DRAWINGS AND AS SPECIFIED HEREIN. 1.2 PERFORMANCE REQUIREMENTS H. COMPRESSION WEATHER-STRIPPING: MANUFACTURER'S STANDARD PROJECT NO.: 343-590 B. IF UNANTICIPATED UTILITIES, STRUCTURAL ELEMENTS, OR HAZARDOUS WITH SSPC SP-1 "SOLVENT CLEANING". 1.2 DELIVERY, STORAGE, & HANDLING A. LABELS: WHERE NOTED IN THE DRAWINGS, OR WHERE REQUIRED BY THE REPLACEABLE STRIPPING OF EITHER MOLDED NEOPRENE GASKETS COMPLYING DRAWN BY: KW/KK MATERIALS ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND F. ROUGH HARDWARE: FURNISH BENT OR OTHERWISE CUSTOM FABRICATED A. DELIVER INSERTS AND OTHER ANCHORING DEVICES TO BE BUILT INTO BUILDING CODE TO BE CONSTRUCTED OF FIRE-RESISTIVE CONSTRUCTION, WITH ASTM D-2000 OR MOLDED PVC GASKETS COMPLYING WITH ASTM D-2287. CHECKED BY: HN EXTENT OF THE CONFLICT. SUBMIT REPORT TO THE OWNER IN WRITTEN, BOLTS, PLATES,ANCHORS, HANGERS, DOWELS AND OTHER MISCELLANEOUS SUBSTRATES,WELL IN ADVANCE OF TIME SUBSTRATES ARE TO BE BUILT. PROVIDE"UL"OR "WARNOCK-HERSEY"TESTED AND LABELED PRODUCTS. 2.2 PREFABRICATION GYPSUM DRYWALL SECTION 09250 ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM THE OWNER, STEEL AND IRON SHAPES AS REQUIRED FOR FRAMING, SUPPORTING OR CONDITION WOOD MATERIALS TO AVERAGE PREVAILING HUMIDITY CONDITIONS A. GENERAL: COMPLETE FABRICATION, ASSEMBLY, FINISHING, HARDWARE REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE ANCHORING. IN INSTALLATION AREAS PRIOR TO INSTALLATION. PART 2 - PRODUCTS APPLICATION,AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE. PART 1 -GENERAL OVERALL JOB PROGRESS WITHOUT DELAY. G. MISCELLANEOUS STEEL TRIM: PROVIDE SHAPES AND SIZES INDICATED FOR 2.1 MATERIALS DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND 1.1 SECTION INCLUDES C. EXISTING RESILIENT FLOOR COVERINGS: COMPLY WITH "RECOMMENDED WORK PROFILES SHOWN. UNLESS OTHERWISE INDICATED, FABRICATE UNITS FROM 1.3 SITE CONDITIONS A. DRYWALL FRAMES: 18 GAUGE COLD-ROLLED STEEL, KNOCK-DOWN TYPE, WITH INSTALLATION. COMPLY WITH AWS RECOMMENDATIONS TO AVOID A. PROVIDE SCREW-TYPE GYPSUM DRYWALL AS SHOWN ON THE DRAWINGS,AS PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR COVERINGS",AS PUBLISHED STRUCTURAL STEEL SHAPES, PLATES, AND STEEL BARS, WITH CONTINUOUSLY A. VERIFY FIELD MEASUREMENTS AND PROVIDE DIMENSIONS FOR CASEWORK RESILIENT BUMPERS, EQUAL TO STEELCRAFT SERIES DW-16-4"EASY-SET" DISCOLORATION; GRIND EXPOSED WELDS SMOOTH AND RESTORE MECHANICAL SPECIFIED HEREIN, AND AS NEEDED TO MEET THE REQUIREMENTS OF THE BY THE RESILIENT FLOOR COVERING INSTITUTE. EXISTING RESILIENT FLOOR WELDED JOINTS AND SMOOTH EXPOSED EDGES. USE CONCEALED FIELD SHOP DRAWINGS BEFORE FABRICATION. DRYWALL FRAMES. PROVIDE 18 GAUGE, DRYWALL FRAME ANCHORS WELDED TO FINISH. INSTALL REINFORCING IF REQUIRED FOR PERFORMANCE REQUIREMENTS; CONSTRUCTION SHOWN IN THE CONTRACT DOCUMENTS. THE WORK INCLUDES, COVERING MATERIALS MAY CONTAIN ASBESTOS FIBERS THAT ARE NOT READILY SPLICES WHEREVER POSSIBLE. PROVIDE CUTOUTS, FITTINGS,AND FRAME,4 ANCHORS PER JAMB MINIMUM. SEPARATE DISSIMILAR METALS WITH BITUMINOUS PAINT OR OTHER SEPARATOR BUT IS NOT NECESSARILY LIMITED TO THE FOLLOWING: IDENTIFIABLE. DO NOT SAND, DRY SCRAPE, BEADBLAST OR MECHANICALLY ANCHORAGES AS REQUIRED FOR COORDINATION OF ASSEMBLY AND PART 2 - PRODUCTS B. EXTERIOR DOORS: 1-3/4"THICK INSULATING ASSEMBLY,WITH 18 GAUGE WHICH WILL PREVENT CORROSION. MAINTAIN ACCURATE RELATION OF PLANES 1. GYPSUM DRYWALL INCLUDING SCREW-TYPE SUPPORT SYSTEM ..,:..., PULVERIZE EXISTING RESILIENT FLOORING, BACKING, OR LINING FELTS. INSTALLATION WITH OTHER WORK, GALVANIZE MISCELLANEOUS FRAMING AND 2.1 MATERIALS COLD-ROLLED HOT-DIPPED GALVANIZED SHEET STEEL FACES, FLUSH TYPE WITH AND ANGLES,WITH HAIRLINE FIT OF CONTACTING MEMBERS. CONCEAL 2. DRYWALL FINISHING (JOINT TAPE-AND COMPOUND TREATMENT) 3.3 PROTECTION SUPPORTS AT EXTERIOR LOCATIONS,AND AS OTHERWISE INDICATED. A. FASTENERS AND ANCHORS: PROVIDE SIZE,TYPE,AND MATERIAL AS NOTED ON TOP, BOTTOM AND ALL EDGES FULLY WELDED AND GROUND SMOOTH. PROVIDE FASTENERS WHEREVER POSSIBLE. 1.3 REFERENCES A. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS THE DRAWINGS,AND IF NOT NOTED,AS RECOMMENDED BY APPLICABLE WEEP HOLES AT BOTTOM, TO ALLOW ESCAPE OF ENTRAPPED MOISTURE. DOOR B. WEATHER-STRIPPING: FOR EXTERIOR DOORS, PROVIDE COMPRESSION A. GYPSUM BOARD STANDARDS: GA-216 BY GYPSUM ASSOCIATION REQUIRED TO PROTECT THE OWNER'S PERSONNEL AND THE PUBLIC FROM PART 3 - EXECUTION STANDARDS. PANEL SHALL PROVIDE THERMAL INSULATING RESISTANCE FACTOR OF NOT LESS WEATHER-STRIPPING AGAINST FIXED STOPS; AT OTHER EDGES, PROVIDE 1.4 REGULATORY REQUIREMENT INJURY DUE TO DEMOLITION WORK. 3.1 PROTECTION B. PROVIDE OTHER MATERIALS,AS INDICATED IN THE DRAWINGS AND AS THAN R-11. SLIDING WEATHER-STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO A. FIRE-RESISTANCE RATINGS: WHERE GYPSUM DRYWALL SYSTEMS WITH FIRE 3.4 DISPOSAL A. PROTECT FINISHES OF METALWORK DURING CONSTRUCTION PERIOD BY USE OF OTHERWISE REQUIRED FOR COMPLETION OF THE WORK OF THIS SECTION. C. EXTERIOR FRAMES: 14 GAUGE HOT-DIPPED GALVANIZED COLD-ROLLED STEEL, DOOR EDGE. RESISTANCE RATINGS ARE INDICATED OR ARE REQUIRED TO COMPLY WITH A. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM TEMPORARY PROTECTIVE COVERINGS. REMOVE PROTECTIVE COVERING AT TIME FULLY WELDED, PROVIDE MINIMUM OF 4 GALV.WIRE TYPE, CORRUGATED SHEET C. STOREFRONT FRAMING SYSTEM FABRICATION: PROVIDE INSIDE-OUTSIDE GOVERNING REGULATIONS, PROVIDE MATERIALS AND INSTALLATIONS IDENTICAL DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND DISPOSE OF OF SUBSTANTIAL COMPLETION. RESTORE FINISHES DAMAGED DURING PART 3- EXECUTION METAL, OR EXPANSION TYPE ANCHORS PER JAMB. MATCHED RESILIENT FLUSH-GLAZED SYSTEM WITH PROVISIONS FOR GLASS WITH APPLICABLE ASSEMBLIES WHICH HAVE BEEN TESTED AND LISTED BY MATERIALS OFF-SITE IN A LEGAL MANNER. INSTALLATION AND CONSTRUCTION PERIOD SO THAT NO EVIDENCE REMAINS OF 3.1 INSTALLATION 2.2 FABRICATION REPLACEMENT. SHOP-FABRICATE AND PRE-ASSEMBLE FRAME COMPONENTS RECOGNIZED AUTHORITIES, INCLUDING UL. 3.5 CLEANING CORRECTION WORK. RETURN ITEMS THAT CANNOT BE REFINISHED IN THE FIELD A. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. A. FABRICATE STEEL DOOR AND FRAME UNITS TO BE RIGID, NEAT IN APPEARANCE WHERE POSSIBLE. A. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND TO THE SHOP; MAKE REQUIRED ALTERATIONS AND REFINISH ENTIRE UNIT OR SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" AND FREE FROM DEFECTS, WARP OR BUCKLE. WHERE POSSIBLE, FIT AND D. CLASS I COLOR ANODIZED FINISH: AA-M12C22A42/A44 (MECHANICAL FINISH:AS PART 2- PRODUCTS DEMOLISHED MATERIALS FROM THE SITE. PROVIDE NEW UNITS. IN R-0" FOR PLUMB AND LEVEL,AND WITH 1/16" MAXIMUM OFFSET IN FLUSH ASSEMBLE UNITS IN MANUFACTURER'S PLANT. SHOP PRIME ALL HOLLOW METAL FABRICATED, NONSPECULAR; CHEMICAL FINISH: ETCHED, MEDIUM MATTE; 2.1 MATERIALS ADJOINING SURFACES AND 1/8" MAXIMUM OFFSETS IN REVEALED ADJOINING DOORS AND FRAMES. ANODIC COATING: CLASS I ARCHITECTURAL, FILM THICKER THAN 0.7 MIL WITH A. METAL SUPPORT STANDARDS:ASTM C-754 END OF SECTION 02070 END OF SECTION 05500 SURFACES. INTEGRAL COLOR OR ELECTROLYTICALLY DEPOSITED COLOR) COMPLYING WITH B. STUDS: ASTM C 645; 25 GAUGE UNLESS OTHERWISE NOTED. B. SCRIBE AND CUT TO FIT ADJOINING WORK,AND REFINISH CUT SURFACES OR PART 3- EXECUTION AAMA 606.1 OR AAMA 608.1 -COLOR OF TO MATCH EXISTING STOREFRONT 1. DEPTH OF SECTION: 3-5/8"OR AS NOTED. REPAIR DAMAGED FINISH AT CUTS. 3.1 HARDWARE PREPARATION MATERIALS (IF APPLICABLE), OR IF NOT EXISTING, PROVIDE"BRONZE"COLOR. 2. RUNNERS: MATCH STUDS; TYPE RECOMMENDED BY STUD MANUFACTURER FOR C. ANCHOR TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO A. UNLESS OTHERWISE INDICATED,ALL DOORS AND FRAMES SHALL BE FLOOR AND CEILING SUPPORT OF STUDS, AND FOR VERTICAL ABUTMENT OF CONCRETE WORK SECTION 03300 ROUGH CARPENTRY SECTION 06100 SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH MORTISED AND REINFORCED FOR HARDWARE IN THE FACTORY. PART 3 - EXECUTION DRYWALL WORK AT OTHER WORK. COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR 3.2 INSTALLATION 3.1 INSTALLATION A :: : -, r.%,.,1. PART 1 -GENERAL PART 1 -GENERAL A COMPLETE INSTALLATION. EXCEPT WHERE PREFINISHED MATCHING FASTENER A. PREFIT DOORS AT FACTORY WITH CLEARANCE OF 1/8"AT VERTICAL EDGES A. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR 1.1 SECTON INCLUDES 1.1 SECTION INCLUDES HEADS ARE REQUIRED, USE FINE FINISHING NAILS FOR EXPOSED NAILING, AND AT TOP, 1/8" IN 2" BEVEL AT LOCK EDGE, BOTTOM CLEARANCE : 3/8" INSTALLATION OF ALUMINUM ENTRANCES AND STOREFRONTS. C. STUD SYSTEM ACCESSORIES: PROVIDE STUD MANUFACTURER'S STANDARD . A. PROVIDE CAST-IN-PLACE CONCRETE FOR PATCHING OF EXISTING FLOOR A. PROVIDE WOOD NAILERS, BLOCKING, BACKING, AND PLYWOOD REQUIRED FOR COUNTERSUNK AND FILLED FLUSH WITH WOODWORK, AND MATCHING FINAL WITHOUT THRESHOLD,3/4"WITH THRESHOLD. B. SET UNITS PLUMB, LEVEL,AND TRUE TO LINE,WITHOUT WARP OR RACK OF CLIPS, SHOES, TIES, REINFORCEMENTS, FASTENERS AND OTHER ACCESSORIES 11.1 SLOBS, COMPLETE, IN PLACE,AS SPECIFIED HEREIN,AND AS REQUIRED FOR A COMPLETION OF THE WORK, WHICH IS GENERALLY NOT EXPOSED,WHERE FINISH WHERE TRANSPARENT FINISH IS INDICATED. B. INSTALL HOLLOW METAL DOORS AND FRAMES IN ACCORDANCE WITH FRAMING MEMBERS, DOORS, OR PANELS. ANCHOR SECURELY IN PLACE, AS NEEDED FOR A COMPLETE STUD SYSTEM. CCMPLETE AND PROPER INSTALLATION. NOTED ON THE DRAWINGS, AND AS SPECIFIED HEREIN. NOTE THAT IN D. INSTALL CABINETS WITHOUT DISTORTION SO THAT CABINET DOORS AND MANUFACTURER'S RECOMMENDATIONS. SET FRAMES ACCURATELY IN SEPARATING ALUMINUM AND OTHER CORRODIBLE METAL SURFACES FROM D. FURRING MEMBERS: ASTM C 645; 25 GAUGE, HAT-SHAPED. NON-COMBUSTIBLE BUILDINGS,ALL CONCEALED WOOD BLOCKING MUST BE DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST POSITION, PLUMBED,ALIGNED,AND BRACED SECURELY. FIT DOORS SOURCES OF CORROSION OF ELECTROLYTIC ACTION AT POINTS OF CONTACT E. Z-FURRING MEMBERS: MANUFACTURER'S STANDARD SCREW-TYPE Z-SHAPED PART 2 -PRODUCTS FIRE RETARDANT TREATED. HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE ACCURATELY WITHIN FRAMES, IN ACCORDANCE WITH CLEARANCES WITH OTHER MATERIALS. FURRING MEMBERS; OF NOT THINNER THAN 26 GAUGE GALVANIZED STEEL, ASTM 2.1 MATERIALS 1.2 DELIVERY, STORAGE& HANDLING OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS INDICATED HEREIN. SAND SMOOTH ALL RUST OR DAMAGED AREAS OF PRIME C. DRILL AND TAP FRAMES AND DOORS AND APPLY SURFACE-MOUNTED HARDWARE A 525, G90; OF DEPTH INDICATED; DESIGNED FOR MECHANICALLY ATTACHMENT A. REINFORCING BARS: ASTM A-61-5, GRADE 60, DEFORMED. A. KEEP MATERIALS UNDER COVER AND DRY. PROTECT AGAINST EXPOSURE TO INDICATED. COAT AND APPLY TOUCH-UP COAT OF COMPATIBLE PRIMER. ITEMS, COMPLYING WITH HARDWARE MANUFACTURER'S INSTRUCTIONS AND OF INSULATION BOARDS OR BLANKETS TO MONOLITHIC CONCRETE AND B. WELDED WIRE FABRIC: ASTM A-L85,WELDED STEEL. WEATHER AND CONTACT WITH DAMP OR WET SURFACES. STACK TO PROVIDE E. TOPS: ANCHOR SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS. TEMPLATE REQUIREMENTS. USE CONCEALED FASTENERS WHEREVER POSSIBLE. MASONRY WALLS. PROVIDE FASTENERS OF TYPE AND SIZE RECOMMENDED C. PORTLAND CEMENT: ASTM C-150, TYPE I, LOW ALKALI. FOR AIR CIRCULATION WITHIN AND AROUND MATERIALS,AND UNDER 3.2 REPAIR END OF SECTION 08100 D. SET SILL MEMBERS IN BED OF SEALANT AS INDICATED, OR WITH JOINT INDICATED. °° D. NORMAL WEIGHT AGGREGATES: ASTM C-33, CRUSHED LIMESTONE, GRANITE OR TEMPORARY COVERINGS. A. REPAIR DAMAGED AND DEFECTIVE CASEWORK TO ELIMINATE DEFECTS FILLERS OR GASKETS AS INDICATED TO PROVIDE WEATHERTIGHT F. EXPOSED WALLBOARD: TYPE X (FIRE RESISTANT) WITH TAPERED LONG EDGES, EGUIVALENT MATERIAL FROM A SINGLE SOURCE. MAXIMUM AGGREGATE SIZES FUNCTIONALLY AND VISUALLY, OR WHERE NOT POSSIBLE, REPLACE CASEWORK. CONSTRUCTION. COMPLY WITH REQUIREMENTS OF DIVISION 7 FOR SEALANTS, 5/8"THICKNESS, EXCEPT WHERE OTHERWISE INDICATED, IN MAXIMUM LENGTH SHALL BE NOT LARGER THAN ONE-FIFTH OF THE NARROWEST DIMENSION PART 2- PRODUCTS ADJUST JOINERY FOR UNIFORM APPEARANCE. CLEAN, LUBRICATE AND ADJUST FILLERS,AND GASKETS. AVAILABLE WHICH WILL MINIMIZE END JOINTS. ...: BETWEEN SIDES OF FORMS, ONE-THIRD OF THE DEPTH OF SLABS, OR THREE- 2.1 MATERIALS HARDWARE FOR SMOOTH OPERATION. REHANG OR REPLACE DOORS WHICH DO WOOD DOORS SECTION 08212 3.2 CLEANING G. WATER-RESISTANT TYPE: PROVIDE BEHIND ALL CERAMIC TILE WORK AND WHERE FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING A. LUMBER: COMPLY WITH PS 20 OF"AMERICAN SOFTWOOD LUMBER STANDARD" NOT SWING OR OPERATE FREELY,AS DIRECTED BY OWNER. CLEAN CASEWORK A. CLEAN COMPLETED SYSTEM, INSIDE AND OUT, PROMPTLY AFTER ERECTION AND OTHERWISE INDICATED; 5/8"THICK WATER-RESISTANT TYPE X. BARS OR BUNDLES OF BARS. AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ON EXPOSED AND SEMI-EXPOSED SURFACES. TOUCH-UP SHOP APPLIED PART 1 -GENERAL INSTALLATION OF GLASS AND SEALANTS. REMOVE EXCESS GLAZING AND JOINT H. TRIM ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD TRIM ACCESSORIES E. FINE AGGREGATES: NATURAL WASHED HARD SAND VARYING FROM FINE TO THE ALSC BOARD OF REVIEW. PROVIDE DRESSED LUMBER, S4S UNLESS FINISHES TO RESTORE DAMAGED OR SOILED AREAS. 1.1 SECTION INCLUDES SEALANTS, DIRT, AND OTHER SUBSTANCES FROM ALUMINUM SURFACES. OF TYPES INDICATED FOR DRYWALL WORK, FORMED OF GALVANIZED STEEL PARTICLES PASSING A 3/8" SCREEN, OF WHICH AT LEAST 12%SHALL PASS A 50 - OTHERWISE NOTED, SEASONED WITH 19% MOISTURE CONTENT FOR SIZES 2" B. TOUCH-UP FINISHING AS REQUIRED BY INSTALLATION. COMPLY WITH A. PROVIDE FLUSH WOOD DOORS, AND INSTALL WHERE INDICATED ON THE 3.3 PROTECTION UNLESS OTHERWISE INDICATED,WITH EITHER KNURLED AND PERFORATED OR MESH SCREEN. OR LESS. FOR LIGHT FRAMING, PROVIDE CONSTRUCTION GRADE OR BETTER, OF REFERENCED QUALITY STANDARD FOR SANDING, FILLING COUNTERSUNK DRAWINGS,AS SPECIFIED HEREIN,AND AS NECESSARY FOR A COMPLETE AND A. INSTITUTE PROTECTIVE MEASURES AND PRECAUTIONS REQUIRED TO ASSURE EXPANDED FLANGES FOR NAILING AND BEADED FOR CONCEALMENT OF F. WATER: CLEAN, DRINKABLE, AND FREE FROM FOREIGN MATTER. ANY SPECIES. FASTENERS, SEALING OF CONCEALED SURFACES AND SIMILAR ITEMS. PROPER INSTALLATION. THAT ALUMINUM ENTRANCES AND STOREFRONTS WILL BE WITHOUT DAMAGE OR FLANGES IN JOINT COMPOUND. PROVIDE CORNER BEADS, L-TYPE EDGE G. MDISTURE BARRIER: 8 MILS THICK POLYETHYLENE SHEET. B. WALL BLOCKING OR BACKING: MINIMUM 2 X 6 FIRE-RETARDANT TREATED LUMBER 3.3 PROTECTION 1.2 QUALITY ASSURANCE DETERIORATION, OTHER THAN NORMAL WEATHERING, AT TIME OF ACCEPTANCE. TRIM-BEADS, U-TYPE EDGE TRIM-BEADS, SPECIAL L-KERF-TYPE EDGE 2.3 DESIGN MIXES BETWEEN PARTITION STUDS, OR STUD FACE APPLIED LAYER OF 5/8"THICK A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER A. QUALITY STANDARDS FOR FLUSH WOOD DOORS: COMPLY WITH I.S.1 TRIM-BEADS. j A. PROVIDE NORMAL WEIGHT CONCRETE FOR INTERIOR FLOOR SLAB WITH 4,000 FIRE-RETARDANT TREATED APA C-D PLUGGED PLYWOOD CONCEALED BEHIND ACCEPTABLE TO FABRICATOR AND INSTALLER, WHICH ENSURES "INDUSTRY STANDARD FOR WOOD FLUSH DOORS", OF NATIONAL WOOD END OF SECTION 08410 I. JOINT COMPOUND: ASTM C 475 - FOR INTERIOR WORK PROVIDE SINGLE, 1. PSI @ 28 DAY COMPRESSIVE STRENGTH; W/C RATIO: 0.44 MAXIMUM. FACE LAYER OF GYPSUM BOARD OR WALL PANELING,AS INDICATED. PROVIDE ARCHITECTURAL WOODWORK BEING WITHOUT DAMAGE OR DETERIORATION AT WINDOW AND DOOR ASSOCIATION (NWWDA). COMPLY WITH "ARCHITECTURAL MULTI-PURPOSE GRADE, READY-MIXED VINYL-TYPE,WITH PERFORATED TYPE WHERE INDICATED IN THE DRAWINGS AND WHERE REQUIRED FOR TIME OF SUBSTANTIAL COMPLETION. WOODWORK QUALITY STANDARDS"; INCLUDING SECTION 1300 PAPER JOINT TAPE. ` PART 3 -EXECUTION ANCHORAGE SUPPORT AT WALL MOUNTED SHELVES, ACCESSORIES, GRAB BARS, "ARCHITECTURAL FLUSH DOORS", OF ARCHITECTURAL WOODWORK INSTITUTE J. GYPSUM BOARD FASTENERS: GYPSUM BOARD SCREWS:ASTM C 1002. 11 3.1 INSTALLATION WALL MOUNTED HAND SINKS,AND OTHER SIMILAR LOCATIONS. END OF SECTION 06400 (AWI) FOR GRADE OF DOOR, CORE CONSTRUCTION, FINISH AND OTHER FINISH HARDWARE SECTION 08710 K. PROVIDE AUXILIARY MATERIALS FOR GYPSUM DRYWALL WORK OF THE TYPE AND A. PLACE REINFORCEMENT TO OBTAIN THE MINIMUM COVERAGE FOR CONCRETE C. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL, SECURITY, OR REQUIREMENTS EXCEEDING THOSE OF NWWDA QUALITY STANDARD. GRADE RECOMMENDED BY THE MANUFACTURER GYPSUM BOARDS. 1. PROTECTION. ARRANGE, SPACE AND SECURE TIE BARS AND BAR SUPPORTS TELEPHONE EQUIPMENT, PROVIDE FIRE-RETARDANT TREATED PLYWOOD,APA B. SAFETY GLAZING STANDARD: PROVIDE SAFETY GLASS OF TYPE INDICATED OR PART 1 -GENERAL TOGETHER WITH 16 GAUGE WIRE TO HOLD REINFORCEMENT ACCURATELY IN C-D PLUGGED IN WITH EXTERIOR GLUE,3/4"THICK. REQUIRED BY AUTHORITIES HAVING JURISDICTION FOR DOORS AND 1.1 SECTION INCLUDES PART 3-EXECUTION . . POSITION DURING CONCRETE PLACEMENT OPERATIONS. SET WIRE TIES SO D. FASTENERS AND ANCHORS: PROVIDE SIZE, TYPE MATERIAL AND FINISH AS FIRESTOPPING SECTION 07270 SIDELIGHTS; COMPLY WITH ANSI Z97.1 AND TESTING REQUIREMENTS OF 16 A. PROVIDE FINISH HARDWARE THROUGHOUT THE WORK AS INDICATED IN THE 3.1 INSTALLATION TWISTED ENDS ARE AWAY FROM EXPOSED SURFACES, RECOMMENDED BY APPLICABLE STANDARDS. WHERE ROUGH CARPENTRY WORK CFR PART 1201 FOR CATEGORY II MATERIALS EXCEPT WHERE THOSE OF DRAWINGS,AS SPECIFIED HEREIN AND AS REQUIRED FOR A COMPLETE A. ALLOWABLE TOLERANCES: 1/16"OFFSETS BETWEEN PLANES OF BOARD FACES, B. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP IS EXPOSED TO WEATHER OR IS IN GROUND CONTACT, PROVIDE FASTENERS PART 1 -GENERAL CATEGORY I ARE EXPRESSLY INDICATED AND PERMITTED. INSTALLATION, AND 1/8" IN 8'-0" FOR PLUMB, LEVEL,WARP AND BOW. ADJOINING PIECES AT LEAST ONE FULL MESH AND LACE SPLICES WITH WIRE. AND ANCHORAGES WITH A HOT-DIP ZINC COATING MEETING ASTM A-153. 1.1 SECTION INCLUDES 1.3 DELIVERY, STORAGE, & HANDLING B. INSTALLATION OF WALL/PARTITION SUPPORT SYSTEMS: INSTALL OFFSET END LAPS IN ADJACENT WIDTHS TO PREVENT CONTINUOUS LAPS IN E. PROVIDE HOT-DIP ZINC COATING (ASTM A 153) FASTENERS AND ANCHORAGES A. FIRESTOPPING MATERIALS COMPLYING WITH REQUIREMENTS INCLUDED HEREIN, A. PROTECT DOORS DURING TRANSIT, STORAGE AND HANDLING TO PREVENT 1.2 PERFORMANCE REQUIREMENTS SUPPLEMENTARY FRAMING, BLOCKING AND BRACING TO SUPPORT FIXTURES, EITHER DIRECTION. WHERE ROUGH CARPENTRY WORK IS EXPOSED TO WEATHER, IN GROUND IN ORDER TO MAINTAIN FIRE-RESISTIVE ASSEMBLIES. DAMAGE, SOILING AND DETERIORATION. COMPLY WITH REQUIREMENTS OF A. FIRE-RATED OPENINGS: COMPLY WITH NFPA STANDARD NO. 80 AND LOCAL EQUIPMENT, SERVICES, HEAVY TRIM, FURNISHINGS AND SIMILAR WORK WHICH C. COMPLY WITH ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, CONTACT, OR IN AN AREA OF HIGH RELATIVE HUMIDITY. REFERENCED STANDARDS AND RECOMMENDATIONS OF NWWDA PAMPHLET CODES FOR INSTALLATION OF HARDWARE IN FIRE-RATED ASSEMBLIES. PROVIDE CANNOT BE ADEQUATELY SUPPORTED ON GYPSUM BOARD ALONE. INSTALL . TRANSPORTING,AND PLACING CONCRETE",AND AS HEREIN SPECIFIED. F. FIRE-RETARDANT TREATMENT SHALL PROVIDE A FLAME SPREAD RATING OF LESS PART 2 - PRODUCTS "HOW TO STORE, HANDLE, FINISH, INSTALL, AND MAINTAIN WOOD DOORS",AS ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OR FM IN RUNNER TRACKS AT FLOORS, CEILINGS AND STRUCTURAL WALLS AND COLUMNS D. DO NOT USE CONCRETE WHICH BECOMES NONPLASTIC AND UNWORKABLE, OR THAN 25. PROVIDE FIRE-RETARDANT LUMBER GRADE STAMPED BY 2.1 MATERIALS WELL AS WITH MANUFACTURER'S INSTRUCTIONS. COMPLIANCE WITH REQUIREMENTS OF DOOR AND DOOR FRAME LABELS, WHERE GYPSUM DRYWALL STUD SYSTEM ABUTS OTHER WORK, EXCEPT AS DOES NOT MEET THE REQUIRED QUALITY CONTROL LIMITS, OR WHICH HAS BEEN MANUFACTURER, WHERE REQUIRED. A. FIRE CAULK: UL LISTED, ONE-PART, NON-SAG, ELASTOMERIC, FIRE-STOPPING B. DELIVER DOORS IN ORIGINAL UNOPENED CONTAINERS WITH LABELS INTACT OTHERWISE INDICATED. SPACE STUDS 16" O.C., EXCEPT AS OTHERWISE CONTAMINATED BY FOREIGN MATERIALS. REMOVE REJECTED CONCRETE FROM MATERIAL INTENDED TO SEAL CRACKS, VOIDS OR HOLES, COMPLYING WITH AND LEGIBLE AT TIME OF USE. STORE UNDER CONDITIONS RECOMMENDED BY PART 2- PRODUCTS INDICATED. THE SITE AND DISPOSE OF IT IN A LOCATION APPROVED BY LOCAL AUTHORITIES. PART 3 -EXECUTION ASTM E119 AND ASTM E 814 TO ACHIEVE REQUIRED FIRE RATING. PRODUCTS THE MANUFACTURER. 2.1 MATERIALS C. ISOLATE STUDS FROM TRANSFER OF STRUCTURAL LOADING TO SYSTEM, BOTH E. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT, 3.1 EXAMINATION MEETING ABOVE REQUIREMENTS INCLUDE, BUT ARE NOT NECESSARILY LIMITED 1.4 SITE CONDITIONS A. FASTENERS: PROVIDE NECESSARY SCREWS, BOLTS AND OTHER FASTENERS OF HORIZONTALLY AND VERTICALLY. PROVIDE SLIP OR CUSHIONED TYPE JOINTS TO HAND-SPADING, RODDING OR TAMPING, IN ACCORDANCE WITH ACI A. DISCARD UNITS OF MATERIAL WITH DEFECTS WHICH MIGHT IMPAIR QUALITY OF TO THE FOLLOWING MATERIALS: A. DO NOT DELIVER OR INSTALL DOORS UNTIL CONDITIONS FOR TEMPERATURE SUITABLE SIZE AND TYPE TO ANCHOR HARDWARE IN POSITION FOR LONG LIFE ATTAIN LATERAL SUPPORT AND AVOID AXIAL LOADING. RECOMMENDED PRACTICES. WORK,AND UNITS WHICH ARE TOO SMALL TO USE IN FABRICATING WORK WITH 1. "STI"SPECSEAL SERIES 100 AND RELATIVE HUMIDITY HAVE BEEN STABILIZED AND WILL BE MAINTAINED IN UNDER HARD USE. PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS D. AT OPENINGS FOR DOORS, INSTALL DOUBLE (2 EA) 20 GAUGE STUDS AT ALL F. TROWEL FINISH: APPLY TROWEL FINISH TO SLAB SURFACES THAT ARE TO BE MINIMUM JOINTS OR OPTIMUM JOINT ARRANGEMENT. 2. "DOW CORNING" FIRE STOP SEALANT# 2000 STORAGE AND INSTALLATION AREAS DURING REMAINDER OF CONSTRUCTION WHICH ARE EXPOSED WHEN DOOR IS CLOSED. OPENINGS, SCREW ATTACH WEB OF BACK-TO-BACK STUDS DIRECT TO JAMB TIGARD SOUTH EXPOSED TO VIEW AND TO SLAB SURFACES THAT ARE TO BE COVERED WITH 3.2 INSTALLATION PERIOD TO COMPLY WITH REQUIREMENTS OF THE"ARCHITECTURAL WOODWORK ANCHOR CLIPS NESTED BETWEEN FLANGE OF STUD, UNLESS OTHERWISE RESILIENT FLOORING, CARPET,CERAMIC OR QUARRY TILE,OR OTHER THIN-FILM A. SET ROUGH CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES, PART 3 - EXECUTION QUALITY STANDARDS" INCLUDING SECTION 100-S-3"MOISTURE CONTENT" OF PART 3- EXECUTION INDICATED. FRAME OPENINGS OTHER THAN DOOR OPENINGS IN SAME MANNER 6600 SW BON ITA ROAD FINISH COATING SYSTEM. WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. 3.1 INSTALLATION AWI. 3.1 PREPARATION AS REQUIRED FOR DOOR OPENINGS; AND INSTALL FRAMING BELOW SILLS OF B. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND A. CLEAN SUBSTRATE SURFACES IMMEDIATELY BEFORE INSTALLATION. PRIME OR A. REMOVE EXISTING DEADBOLTS WITH KEYED CYLINDER LOCKS INSIDE OCCUPIED OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. TIGARD, OR 97224 G. FILL-IN HOLES AND OPENINGS LEFT IN CONCRETE WORK FOR PASSAGE OF FASTENING AS REQUIRED. SEAL JOINT SURFACES AS RECOMMENDED BY THE MANUFACTURER. COMPLY PART 2 -PRODUCTS SPACE. REPLACE WITH NEW DEADBOLT, OR RECONFIGURE EXISTING UNIT, TO E. INSTALLATION OF WALL FURRING: SPACE WALL FURRING MEMBERS 24" O.C., WORK BY OTHER TRADES IS IN PLACE. MIX, PLACE AND CURE CONCRETE AS C. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE INDICATED. USE FINISHING WITH MANUFACTURER'S INSTRUCTIONS. CLEAN ADJACENT SURFACES BY 2.1 MATERIALS PROVIDE AN INSIDE THUMBTURN LATCH. EXCEPT AS OTHERWISE INDICATED. ERECT THERMAL INSULATION VERTICALLY HEREIN SPECIFIED, TO BLEND WITH IN-PLACE CONSTRUCTION. NAILS FOR FINISH WORK. SELECT FASTENERS OF SIZE THAT WILL NOT WHATEVER MEANS MAY BE NECESSARY TO ELIMINATE EVIDENCE OF SPILLAGE A. SOLID DOOR FLUSH WOOD DOORS: AWI SECTION 1300, CUSTOM GRADE, 3.2 INSTALLATION AND HOLD IN PLACE WITH 2-FURRING MEMBERS SPACED 16"O.C. EXCEPT AT NO. REVISIONS: DATE: H. CURBS: PROVIDE MONOLITHIC FINISH TO INTERIOR CURBS BY STRIPPING FORMS PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR OR OTHER VISUALLY OBJECTIONABLE CONDITIONS. CONSTRUCTION MEETING AWI SPEC STANDARD # PC-5: PARTICLEBOARD CORE A. INSTALL HARDWARE ITEMS AT HEIGHTS AS RECOMMENDED BY THE DOOR AND EXTERIOR CORNERS, SECURELY ATTACH NARROW FLANGES OF FURRING WHILE CONCRETE IS STILL GREEN,AND STEEL-TROWELING SURFACES TO A WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN WITH 5-PLY PRE-MANUFACTURED FACE VENEER, NATURAL FINISHED MAPLE HARDWARE INSTITUTE, EXCEPT AS SPECIFICALLY REQUIRED TO COMPLY WITH MEMBERS TO WALL WITH CONCRETE STUD NAILS OR POWER-DRIVE FASTENERS HARD, DENSE FINISH WITH CORNERS, INTERSECTIONS AND TERMINATIONS MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD, PREDRILL AS END OF SECTION 07270 HARDWOOD VENEER BOTH SIDES. SUBJECT TO COMPLIANCE WITH LOCAL CODES, INSTALL HARDWARE IN COMPLIANCE WITH THE MANUFACTURER'S SPACED 16"O.C. AT EXTERIOR CORNERS,ATTACH WIDE FLANGE OF FURRING SLIGHTLY ROUNDED. REQUIRED. REQUIREMENTS INCLUDED HEREIN, PROVIDE WOOD DOORS MANUFACTURED BY INSTRUCTIONS AND RECOMMENDATIONS. SET UNITS LEVEL, PLUMB AND TRUE. MEMBERS TO WALL WITH SHORT FLANGE EXTENDING BEYOND CORNER START 3.2 PROTECTION ONE OF THE FOLLOWING: CONSULT WITH OWNER AS TO KEYING INSTRUCTIONS. ADJUST AND CHECK FROM THIS FURRING MEMBER WITH 3"WIDE STRIP OF INSULATION FOLLOWED BY A. PROTECT THE FRESHLY PLACED CONCRETE FROM PREMATURE DRYING FROM END OF SECTION 06100 1. ALGOMA HARDWOODS OPERATION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO FURRING MEMBER IN THE NORMAL MANNER.AT INTERIOR CORNERS, SPACE WIND, EXCESSIVE COLD AND HOT TEMPERATURE, AND MAINTAIN FOR A PERIOD JOINT SEALERS SECTION 07900 2. BUELL DOOR COMPANY OPERATE FREELY AND SMOOTHLY. SECOND MEMBER NO MORE THAN 12" FROM CORNER AND CUT INSULATION TO OF TIME NECESSARY FOR HYDRATION OF CEMENT AND PROPER HARDENING. 3. EGGERS INDUSTRIES FIT. UNTIL GYPSUM BOARD IS INSTALLED, HOLD INSULATION IN PLACE WITH 10" PART 1 -GENERAL 4. ARCHITECTURAL DOOR DIVISION END OF SECTION 08710 STAPES FABRICATED FROM 18 GAUGE TIE WIRE AND INSERTED THROUGH SLOT END OFSECTION 03300 FINISH CARPENTRY SECTION 06200 1.1 SECTION INCLUDES 5. GRAHAM MANUFACTURING CORP. IN WEB OF MEMBER, OR BY AN EQUALLY ACCEPTABLE METHOD. A. PROVIDE SEALANTS COMPLYING WITH REQUIREMENTS INCLUDED HEREIN, IN 6. WEYERHAUSER COMPANY PART 1 -GENERAL ORDER TO ESTABLISH AND MAINTAIN AIRTIGHT,VERMIN PROOF, AND 2.2 FABRICATION 1.1 SECTION INCLUDES WATERPROOF CONTINUOUS SEALS ON A PERMANENT BASIS. FAILURES OF A. FABRICATE FLUSH WOOD DOORS TO PRODUCE DOORS IN SIZES INDICATED FOR A. CHAIR RAIL TRIM MOLDING, PICTURE RAIL MOLDING,WHERE NOTED ON THE INSTALLED SEALANTS TO COMPLY WITH THIS REQUIREMENT WILL BE JOB-SITE FITTING. COMPLY WITH TOLERANCE REQUIREMENTS OF AWI. COMPLY GLASS AND GLAZING SECTION 08800 METAL FABRICATIONS SECTION 05500 DRAWINGS AND AS SPECIFIED HEREIN. RECOGNIZED AS FAILURES OF MATERIALS AND WORKMANSHIP. WITH FINAL HARDWARE SCHEDULES AND DOOR FRAME SHOP DRAWINGS AND 1.2 QUALITY ASSURANCE WITH HARDWARE TEMPLATES. PART 1 -GENERAL LANDLORD REVIEW ISSUE DATE: 08/11/2015 PART 1 -GENERAL A. QUALITY STANDARDS: COMPLY WITH "CUSTOM GRADE" REQUIREMENTS OF PART 2- PRODUCTS B. SHOP PRIMING: SHOP SEAL FACES AND EDGES OF DOORS FOR TRANSPARENT 1.1 SECTION INCLUDES TENANT REVIEW ISSUE DATE: 08/11/2015 1.1 SECTION INCLUDES APPLICABLE PROVISIONS OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) 2.1 MATERIALS FINISH WITH STAIN (IF REQUIRED)AND OTHER REQUIRED PRETREATMENTS AND A. PROVIDE GLASS AND GLAZING AS SHOWN ON THE DRAWINGS,AS SPECIFIED BID ISSUE DATE: 08/11/2015 A. PROVIDE ITEMS OF STEEL SHAPES INCLUDING, BUT NOT NECESSARILY LIMITED "QUALITY STANDARDS". A. PROVIDE SEALANTS WHERE NOTED ON THE DRAWINGS AND AT THE FOLLOWING FIRST COAT OF FINISH AS SPECIFIED IN DIVISION-9 SECTION "PAINTING". HEREIN,AND AS NEEDED TO MEET THE REQUIREMENTS OF THE CONSTRUCTION. PERMIT ISSUE DATE: 08/11/2015 TO ROUGH HARDWARE, LOOSE STEEL LINTELS FOR NEW MASONRY OPENINGS 1.3 DELIVERY, STORAGE& HANDLING LOCATIONS: 1.2 REFERENCES CONSTRUCTION ISSUE DATE: 08/11/2015 (WHEN APPLICABLE) STEEL FRAMING AND SUPPORTS,AND MISCELLANEOUS A. DO NOT DELIVER FINISH CARPENTRY MATERIALS UNTIL PAINTING,WET WORK, 1. BASE CABINETS TO ADJACENT WALLS PART 3 - EXECUTION A. GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS STEEL TRIM. GRINDING AND SIMILAR OPERATIONS WHICH COULD DAMAGE, SOIL OR 2. COUNTERTOP SINK UNITS TO COUNTERTOPS 3.1 INSTALLATION MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL"AND "SEALANT MANUAL" 1.2 EXISTING CONDITIONS DETERIORATE WOODWORK HAVE BEEN COMPLETED IN INSTALLATION AREAS. 3. COUNTERTOPS TO LOOSE BACKSPLASHES A. OPENINGS: CUT AND TRIM OPENINGS THROUGH DOORS TO COMPLY WITH EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. REFER TO A. FIELD MEASUREMENTS: CHECK ACTUAL LOCATIONS OF WALLS AND OTHER 1.4 SITE CONDITIONS 4. SINK UNITS TO ADJACENT WALLS APPLICABLE REQUIREMENTS OF REFERENCED STANDARDS FOR KIND(S) OF THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT CONSTRUCTION TO WHICH METAL FABRICATIONS MUST FIT, BY ACCURATE FIELD A. INSTALLER SHALL ADVISE CONTRACTOR OF TEMPERATURE AND HUMIDITY 5. COUNTERTOP BACKSPLASHES TO ADJACENT WALL FINISH DOORS REQUIRED. OTHERWISE DEFINED IN THIS SECTION OR OTHER REFERENCED STANDARDS. MEASUREMENTS BEFORE FABRICATION; SHOW RECORDED MEASUREMENTS ON REQUIREMENTS FOR FINISH CARPENTRY INSTALLATION AREAS. DO NOT INSTALL 6. PIPES, SLEEVES, CHUTES, DUCT AND OTHER SIMILAR PENETRATIONS THROUGH B. MANUFACTURER'S INSTRUCTIONS: INSTALL WOOD DOORS TO COMPLY WITH B. SAFETY GLAZING STANDARDS: WHERE SAFETY GLASS IS INDICATED OR FINAL SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH FINISH CARPENTRY UNTIL REQUIRED TEMPERATURE AND RELATIVE HUMIDITY PARTITIONS MANUFACTURER'S INSTRUCTIONS AND OF REFERENCED AWI STANDARD AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF DRAWING TITLE: CONSTRUCTION PROGRESS TO AVOID DELAY OF WORK. CONDITIONS HAVE BEEN STABILIZED AND WILL BE MAINTAINED IN INSTALLATION INDICATED. PRODUCTS INDICATED WHICH COMPLY WITH ANSI Z97.1 AND TESTING AREAS. C. JOB-FIT DOORS: ALIGN AND FIT DOORS IN FRAMES WITH UNIFORM CLEARANCES REQUIREMENTS OF 16 CFR PART 1201 FOR CATEGORY II MATERIALS. PART 2 - PRODUCTS 7. NON-MOBILE FOOD SERVICE EQUIP. TO FLOOR OR TO ADJACENT COUNTER AND BEVELS AS INDICATED BELOW; DO NOT TRIM STILES AND RAILS IN EXCESS SPECIFICATIONS 2.1 MATERIALS PART 2- PRODUCTS B. ACRYLIC- LATEX SEALANT: PERMANENTLY FLEXIBLE EMULSION TYPE, OF LIMITS SET BY MANUFACTURER OR PERMITTED WITH FIRE-RATED DOORS. PART 2- PRODUCTS A. GENERAL: PROVIDE METAL FORMS AND TYPES THAT COMPLY WITH 2.1 MATERIALS NONSTAINING AND NONBLEEDING; RECOMMENDED BY MANUFACTURER FOR MACHINE DOORS FOR HARDWARE. SEAL CUT SURFACES AFTER FITTING AND 2.1 MATERIALS REQUIREMENTS OF REFERENCED STANDARDS AND THAT ARE FREE FROM A. WOOD TRIM: MAPLE OR BIRCH -3/4"THICK. GENERAL INTERIOR EXPOSURE. MACHINING. PROVIDE 1/8"AT JAMBS AND HEADS; 1/16" PER LEAF AT MEETING A. FLOAT/PLATE GLASS: TYPE I, QUALITY Q3, CLEAR UNLESS OTHERWISE SURFACE BLEMISHES WHERE EXPOSED TO VIEW IN THE FINISHED UNIT. B. FASTENERS AND ANCHORAGES: PROVIDE NAILS (MEETING FS FF-N-105),SCREWS C. SINGLE COMPONENT SANITARY SILICON RUBBER: MOLD/MILDEW RESISTANT, STILES FOR PAIRS OF DOORS; AND 1/8" FROM BOTTOM OF DOOR TO TOP OF INDICATED. DRAWING NUMBER: EXPOSED-TO-VIEW SURFACES EXHIBITING PITTING, SEAM MARKS, ROLLER (MEETING FS FF-S-111) AND OTHER ANCHORING DEVICES OF THE TYPE, SIZE, ACID TYPE SEALANT FOR APPLICATION TO NONPOROUS SEALANT BOND DECORATIVE FLOOR FINISH OR COVERING. PROVIDE RADIUS EDGES AT MEETING B. TEMPERED GLASS: PROVIDE PRIME GLASS OF COLOR AND TYPE INDICATED, MARKS, STAINS, DISCOLORATIONS, OR OTHER IMPERFECTIONS ON FINISHED MATERIAL,AND FINISH REQUIRED FOR APPLICATION INDICATED TO PROVIDE SURFACES. STILES OF PAIRS OF WOOD DOORS. WHERE THRESHOLD IS SHOWN OR WHICH HAS BEEN HEAT TREATED TO STRENGTHEN GLASS IN BENDING TO NOT spi so © 2015 idGROUP, LLC PROJECT COORDINATOR/DESIGN CONSULTANT RT 3 - EXECUTION CONTINUED NEUTRAL CLEANER FROM TILE SURFACES. EQUAL TO ONE (1) GALLON OF EACH COLOR,TYPE AND SHEEN OF PAINT USED IN 90-DEGREE TURN, UNLESS OTHERWISE INDICATED,AND FORMED EDGES. THE WORK. LABEL EACH COLOR ACCORDINGLY 1. WING SIZE: 1 1/2 X 1 1/2 INCH ,F. %<- „ END OF SECTION 09300 2. MOUNTING METHOD: COUNTERSUNK SCREWS WITH MOUNTING HOLES 8 «�:::"„ "14 F. INSTALL SUPPLEMENTARY FRAMING, RUNNERS, FURRING, BLOCKING AND PART 2 - PRODUCTS INCHES ON CENTER. V. BRACING AT OPENING AND TERMINATIONS IN THE WORK,AND AT LOCATIONS 2.1 GENERAL 3. CORNER RADIUS: 1/8 INCH. REQUIRED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, HEAVY TRIM, ACOUSTICAL CEILINGS SECTION 09510 A. PROVIDE PAINT PRODUCTS EQUAL TO MATERIALS LISTED IN THE PAINT B. LOCATION:ANY CORNERS IN BACK OF HOUSE EXPOSED TO IMPACT FURNISHINGS AND SIMILAR WORK WHICH CANNOT BE ADEQUATELY SUPPORTED SCHEDULE INCLUDED HEREIN. NOTE THAT PROPRIETARY NAMES USED TO 2.2 FRP PANELS q%oi io DIRECTLY ON GYPSUM BOARD ALONE. PART 1 -GENERAL DESIGNATE MATERIALS ARE NOT INTENDED TO IMPLY THAT PRODUCTS OF A. .090"THICK X 4'WIDE"MARLITE FRP" WHITE CLASS III/C PER ASTM E-84 OR G. INSTALL WALL/PARTITION BOARDS VERTICALLY TO AVOID END-BUTT JOINTS 1.1 SECTION INCLUDES NAMED MANUFACTURER ARE REQUIRED TO EXCLUSION OF EQUIVALENT EQUAL USDA ACCEPTED, SEMI-RIGID FIBERGLASS REINFORCED PLASTIC WHEREVER POSSIBLE. A. PROVIDE ACOUSTICAL CEILINGS AS SHOWN ON THE DRAWINGS,AS SPECIFIED PRODUCTS OF OTHER MANUFACTURERS. PANELING. CONTACT"MARLITE" IN DOVER, OHIO AT: 216 343-6621 OR 213 id '$ s>1.i.$� � <z ; , ..... ..... .... XX: 0_., PROJECT COORDINATOR/DESIGN CONSULTANT 407 ELEVATORS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 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 NCHES(255 MM) :X: 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"M IN REQUIRED FOR ACCESSIBLE ROUTES. 308 REACH RANGES PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE.PARTS CREATING HORIZONTAL OR DETAILED REQUIREMENTS .............. 302 FLOOR OR GROUND SURFACES REFER TO ACCESSIBILITY STANDARDS FOR DETAILED ADVISORY 308.1 GENERAL.REFER TO ACCESSIBILITY STANDARDS FOR DETAILED CHILDREN'S 302.2 CARPET.CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH(1.6 MM)OF THE SAME PLANE AS THE 409 PRIVATE RESIDENCE ELEVATORS XX REACH RANGE REQUIREMENTS. OTHER.CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. REQUIREMENTS XX .1 CUSHION,PAD,OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL 0: "X: 308.2 FORWARD REACH :.X, EXCEPTIONS: 410 PLATFORM LIFTS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS LOOP,TEXTURED LOOP,LEVEL CUT PILE,OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE X: FIGURE 505.5 FIGURE 505.6 0 I. 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 1/2 INCH(13 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES 18"MIN bo co CLEARANCE PROJECTIONS BELOW AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL SHALL BE 48 INCHES(1220 MM) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES(380 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 12"MIN TOP LEADING EDGE TAPERED AT 60 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 SECTION.HANDRAIL GRIPPING SURFACES SHALL HAVE A CROSS SECT ON COMPLY NG WITH 308.2.2 OBSTRUCTED HIGH REACH.WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE 505.7 CROS Fill 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. 1011 CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE r f.% MARKED WITH LINES,WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH 404.2.10. REQUIRED REACH DEPTH OVER THE OBSTRUCTION.THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 MM)MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES(510 MM)MAXIMUM.WHERE THE REACH 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 ND 2 INCHES(51 MM)MAXIMUM. DEPTH EXCEEDS 20 INCHES(510 MM),THE HIGH FORWARD REACH SHALL BE 44 INCHES(1120 MM) j THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO PROVIDE SMOOTH SURFACES EXCEPTION:WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER 505.7.2 NON-CIRCULAR CROSS SECTIONS.HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS r X; MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES(635 MM)MAXIMUM. 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) -SECTION DIMENSION OF 2 1/4 INCHES(57 MM)MAXIMUM. CREATED BY SUCH KICK PLATES ARE CAPPED. WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. MAXIMUM,AND A CROSS 20"MAX 20"-25"MAX FIGURE 302.2 CARPET PILE HEIGHT 7 2641 IRVING BLVD. 404.2.11 VISION LIGHTS.DOORS,GATES,AND SIDE LIGHTS ADJACENT TO DOORS OR GATES,CONTAINING 502.2 VEHICLE SPACES.CAR PARKING SPACES SHALL BE 96 INCHES(2440 MM)WIDE MINIMUM AND VAN -6 1/4 PERIMETER #4 302.3 OPENINGS.OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A (a)FRONT APPROACH, (b)FRONT APPROACH, 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 DALLAS,TEXAS 75207 WIDTH,AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH 502.3. SPHERE MORE THAN 1/2 INCH(13 MM)DIAMETER EXCEPT AS ALLOWED IN 407.4.3,409.4.3,410.4,810.5.3 _N PULL SIDE PUSH SIDE SIDE,DOOR PROVIDED WITH BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES(1090 MM)MAXIMUM ABOVE THE FINISH TEL: 214-638-6800 AND 810.10.ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS BOTH CLOSER AND LATCH cl, EXCEPTION:VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES(2440 MM)WIDE X; FLOOR. p:p: 405 RAMPS MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES(2440 MM)WIDE MINIMUM. PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DOMINANT DIRECTION OF TRAVEL vp: 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 EXCEPTION:IN EXISTING SITES,BUILDINGS,AND FACILITIES,RAMPS SHALL BE PERMITTED TO ARCHITECT 1/2"MAX AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE.TWO PARKING SPACES SHALL BE PERMITTED TO SHARE HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH TABLE 405.2 WHERE SUCH SLOPES A COMMON ACCESS AISLE. ARE NECESSARY DUE TO SPACE LIMITATIONS. ADVISORY 502.3 ACCESS AISLE.ACCESSIBLE ROUTES MUST CONNECT PARKING SPACES TO :p: (a) (b) ....... ....... ACCESSIBLE ENTRANCES.IN PARKING FACILITIES WHERE THE ACCESSIBLE ROUTE MUST CROSS FIGURE 505.7.2 HANDRAIL 0 TABLE 405.2 MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITE,BUILDINGS,AND FACILITIES NON-CIRCULAR CROSS SECTION FIGURE 308.2.1 UNOBSTRUCTED (a) (b) 0 VEHICULAR TRAFFIC LANES,MARKED CROSSINGS ENHANCE PEDESTRIAN SAFETY,PARTICULARLY U) FORWARD REACH FOR PEOPLE USING WHEELCHAIRS AND OTHER MOBILITY AIDS.WHERE POSSIBLE,IT IS Xp: ::X FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH 42"MIN R. H. SWEERS 11, :p:: SLOPE' MAXIMUM RISE PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. 505.8 SURFACES.HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF 308.3 SIDE REACH. 4e - r..... Xr, Xp: STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 3 INCHES(75 MM) 502.3.1 WIDTH.ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES(1525 MM) SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. PROPRIETOR 308.3.1 UNOBSTRUCTED.WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH ppoo 505.9 FITTINGS.HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. yLONG DIMENSION WIDE MINIMUM. 0 "'M TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 xM, PERPENDICULAR TO 0 502.3.2 LENGTH.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE. 505.10 HANDRAIL EXTENSIONS.HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME STEEPER THAN 1:12 BUT NOT STEEPER'THAN 1:10 6 INCHES(150 MM) DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH 505.10. DOMINANT INCHES(1220 MM) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES(380 MM) MINIMUM (d)HINGE APPROACH, (e)HINGE APPROACH, KING.ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. 502.3.3 MAR RH SWEERS ARCHITECT 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: XX ADVISORY 405.2 SLOPE. TO ACCOMMODATE THE WIDEST RANGE OF USERS,PROVIDE RAMPS 1. EXTENSIONS SHALL NOT BE REQUIRED FOR CONTINUOUS HANDRAILS AT THE INSIDE TURN OF EMAIL: rhs@sweersarch.com THESE REQUIREMENTS BUT MAY BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS. 303 CHANGES IN LEVEL I. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE Xm: F - -- ..�:, 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. AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES(255 MM) WITH STAIRS FOR USE BY THOSE INDIVIDUALS FOR WHOM DISTANCE PRESENTS A GREAT BARRIER 303.2 VERTICAL.CHANGES IN LEVEL OF 1/4 INCH(6.4 MM)HIGH MAXIMUM SHALL BE PERMITTED TO BE p:: SPACE,IT IS IMPORTANT THAT THE AISLE BE CLEARLY MARKED. 2. IN ASSEMBLY AREAS,EXTENSIONS SHALL NOT BE REQUIRED FOR RAMP HANDRAILS IN AISLES VERTICAL. MAXIMUM. 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 SERVING SEATING WHERE THE HANDRAILS ARE DISCONTINUOUS TO PROVIDE ACCESS TO SEAT NG 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 BE 54 INCHES(1370 MM) PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN PARKING 405.3 CROSS SLOPE.CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 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 VEHICULAR WAY WHERE FUEL OR GROUND SURFACES.FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY 405.4 FLOOR 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 22"M I N 22"MIN 24"MIN 2 DISPENSERS ARE INSTALLED ON EXISTING CURBS. THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I WITH 302.CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND GROSS SLOPE ARE NOT EXTENSIONS WOULD BE HAZARDOUS DUE TO PLAN CONFIGURATION. SPACES. DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, 308.3.2 OBSTRUCTED HIGH REACH.WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL PERMITTED ON RAMP RUNS. ADVISORY 502.3.4 LOCATION.WHEELCHAIR LIFTS TYPICALLY ARE INSTALLED ON THE PASSENGER 505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS.RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE CONSTRUCTION ELEMENTS,SITE CONDITIONS,OR ANY APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE LANDING FOR 12 INCHES(305 MM)MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. 405.5 CLEAR WIDTH.THE CLEAR WIDTH OF A RAMP RUN AND,WHERE HANDRAILS ARE PROVIDED,THE SIDE OF VANS.MANY DRIVERS,ESPECIALLY THOSE WHO OPERATE VANS,FIND IT MORE DIFFICULT .......... DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND THE OBSTRUCTION SHALL BE 34 INCHES(865 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36 INCHES(915 MM) MINIMUM. TO BACK INTO PARKING SPACES THAN TO BACK OUT INTO COMPARATIVELY UNRESTRICTED EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR THE LANDING SURFACE,OR SHALL BE CONTINUOUS TO M SEAL. SHALL BE 24 INCHES(610 MM) MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES(1220 MM) EXCEPTION:WITHIN EMPLOYEE WORK AREAS,THE REQUIRED CLEAR WIDTH OF RAMPS THATARE VEHICULAR LANES.FOR THIS REASON,WHERE A VAN AND CAR SHARE AN ACCESS AISLE, THE HANDRAIL OF AN ADJACENT RAMP RUN. ......... 12"MIN XXXXXI41�:;:: ....................... ..................... MAXIMUM FOR A REACH DEPTH OF 10 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 FOR AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK OF THE VAN SPACE. :XX, FIGURE 3103.2 VERTICAL FIGURE 303.3 BEVELED A REACH DEPTH OF 24 INCHES(610 MM)MAXIMUM. Xpp BEING PERFORMED. 'XX, 502.4 FLOOR OR GROUND SURFACES.PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL SEAL CHANGE IN LEVEI CHANGE IN LFVFl EXCEPTIONS: Li 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 405.7 LANDI 303.4 RAMPS.CHANGES IN LEVEL GREATER THAN 1/2 INCH(13 MM) HIGH SHALL BE RAMPED,AND SH 1. THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 NGS.RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. ALL (f)HINGE APPROACH, (g)HINGE APPROACH, (h)LATCH APPROACH, 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. Y PROVIDED WITH BOTH 304 TURNING SPACE 2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES(1370 MM) 60"MIN 60"MIN 60"MIN ADVISORY 502.4 FLOOR OR GROUND SURFACES.ACCESS AISLES ARE REQUIRED TO BE NEARL CLOSER AND LATCH LLI XX 304.3.1 CIRCULAR SPACE.THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES(1525 MM)DIAMETER MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL z If LEVEL IN ALL DIRECTIONS TO PROVIDE A SURFACE FOR WHEELCHAIR TRANSFER TO AND FROM 3:m MINIMUM.THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH DISPENSERS ARE INSTALLED ON EXISTING CURBS. Nf- a: VEHICLES.THE EXCEPTION ALLOWS SUFFICIENT SLOPE FOR DRAINAGE.BUILT-UP CURB RAMPS <(L z 306. 10"-24" RAMP ARE NOT PERMITTED TO PROJECT INTO ACCESS AISLES AND PARKING SPACES BECAUSE THEY LANDING LANDING RUN LANDING 304.3.2 T-SHAPED SPACE.THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1525 MM) AX 9AX, MAX WOULD CREATE SLOPES GREATER THAN 1:48. a: SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES(915 MM)WIDE MINIMUM.EACH ARM OF THE T s 502.5 VERTICAL CLEARANCE.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL < w R I SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES(305 MM)MINIMUM IN EACH DIRECTION AND THE BASE SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES(2490 MM)MINIMUM. EXTENSION AT RAMPS (a)STRAIGHT ADVISORY 502.5 VERTICAL CLEARANCE.SIGNS PROVIDED AT ENTRANCES TO PARKING 505.10.2 TOP EXTENSION AT STAIRS.AT THE TOP OF A STAIR FLIGHT,HANDRAILS SHALL EXTEND SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES(610 MM)MINIMUM.THE SPACE SHALL BE PERMITTED 24"MIN TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES(305 MM) MINIMUM BEGINNING DIRECTLY ABOVE THE OVERLAN� PA K, KS 60"MIN :X: PARKING SPACES CAN PROVIDE USEFUL CUSTOMER ASSISTANCE. LANDING SURFACE,OR FIRST RISER NOSING.EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR THE OR ONE ARM. ;:p: SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. :p 502.6 IDENTIFICATION.PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL Xxxxx: xl:.ol ................ SYMBOL OF ACCESSIBILITY COMPLYING WITH 703.7.2.1.SIGNS IDENTIFYING VAN PARKING SPACES 505.10.3 BOTTOM EXTENSION AT STAIRS.AT THE BOTTOM OF A STAIR FLIGHT,HANDRAILS SHALL EXTEND AT .................. (b)CHANGE IN DIRECTION FIGURE 405.7 RAMP LANDINGS ............ SHALL CONTAIN THE DESIGNATION"VAN ACCESSIBLE."SIGNS SHALL BE 60 INCHES(1525 MM) MINIMUM THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TO ONE TREAD DEPTH ....... ... s ............ NX: ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. ............... .......... BEYOND THE LAST RISER NOSING.EXTENSION SHALL RETURN TO A WALL,GUARD,OR THE LANDING ADVISORY 502.6 IDENTIFICATION.THE REQUIRED"VAN ACCESSIBLE"DESIGNATION IS INTENDED SURFACE,OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 405.7.1 SLOPE.LANDINGS SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. x EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. z A TO BE INFORMATIVE,NOT RESTRICTIVE,IN IDENTIFYING THOSE SPACES THAT ARE BETTER SUITED 12"MIN 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,IS A (a) (b) FIGURE 308.3.1 e__1 0 OBSTRUCTEDSIDE (i)LATCH APPROACH, LATCH APPROACH, (k)LATCH APPROACH, LEADING TO THE LANDING. LOCAL MATTER. 7 z FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH X X REACH PULL SIDE,DOOR PUSH SIDE PUSH SIDE,DOOR 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 -590 PROJECT NO.: 343 PROVIDED WITH CLOSER PROVIDED WITH CLOSER 405.7.4 CHANGE IN DIRECTION.RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL SO THAT CARS AND VANS,WHEN PARKED,CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH p DESIGNED DRAWN BY: KW/KK 309 OPERABLE PARTS HAVE A CLEAR LANDING 60 INCHES(1525 MM)MINIMUM BY 60 INCHES(1525 MM)MINIMUM. OF ADJACENT ACCESSIBLE ROUTES. FIGURE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL 36"MIN 309.2 CLEAR FLOOR SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE 405.7.5 DOORWAYS.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANEUVERING ADVISORY 502.7 RELATIONSHIP TO ACCESSIBLE ROUTES.WHEEL STOPS ARE AN EFFECTIVE CHECKED BY: HN SWINGING DOORS AND GATES 00, X PROVIDED. 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 X.; ROUTES. 309.3 HEIGHT.OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES XX. LANDING AREA. \�12"MIN 12'M I N 404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES,SLIDING DOORS,AND FOLDING DOORS.DOORWAYS X:: 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 XX SPECIFIED IN 308. LESS THAN 36 INCHES(915 MM)WIDE WITHOUT DOORS OR GATES,SLIDING DOORS,OR FOLDING DOORS XX 309.4 OPERATION.OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE COMPLYING WITH 505. SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2. NOTE:X TREAD DEPTH .p..p. EXCEPTION:WITHIN EMPLOYEE WORK AREAS,HANDRAILS SHALL NOT BE REQUIRED WHERE :p: TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE 304.4 DOOR SWING.DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. OPERABLE PARTS SHALL BE 5 POUNDS(22.2 N)MAXIMUM. TABLE 404.2.4.2 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS OR GATES,MANUAL RAMPS THATARE PART OF COMMON USE CIRCULATION PATHS ARE DESIGNED TO PERMIT THE FIGURE 505 L 305 CLEAR FLOOR OR GROUND SPACE .10.3 BOTTOM HANDRAIL EXTENSION AT 305.3 SIZE.THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES(760 MM)MINIMUM BY 48 INCHES EXCEPTION:GAS PUMP NOZZLES SHALL NOT BE REQUIRED TO PROVIDE OPERABLE PARTS SLIDE DOORS AND MANUAL FOLDING DOORS INSTALLATION OF HANDRAILS COMPLYING WITH 505.RAMPS NOT SUBJECT TO THE EXCEPTION TO FIGURE 505.10.2 TOP X: (1220 MM) MINIMUM. XX 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 ON AT STAIRS MINIMUM MANEUVERING CLEARANCE STAIRS 305.4 KNEE AND TOE CLEARANCE.UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPACE HANDRAILS ARE INSTALLED. XX 405.9 EDGE PROTECTION.EDGE PROTECTION COMPLYING WITH 405.9.1 OR 405.9.2 SHALL BE PROVIDED ON L CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. CHAPTER 4: ACCESSIBLE ROUTES PARALLEL TO DOORWAY(BEYOND XX EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. APPROACH DIRECTION PERPENDICULAR TO DOORWAY 305.5 POSITION.UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPACE SHALL BE STOP/LATCH SIDE UNLESS NOTED) EXCEPTIONS: 602 DRINKING FOUNTAINS POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 402 ACCESSIBLE ROUTES 96"MIN 1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE 3 FROM FRONT 48 INCHES(1220 MM) 0 INCHES (0 MM) p 602.2 CLEAR FLOOR SPACE.UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLY NG W TH 05 402.2 COMPONENTS.ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING HANDRAILS AND HAVE SIDES COMPLYING WITH 406.3. Fr;: COMPONENTS:WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20,DOORWAYS, POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT.KNEE AND TOE CLEARANCE (a)CAR (b)VAN FROM SIDE' 42 INCHES(1065 MM) 0 INCHES(0 MM) 2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN COMPLYING WITH 306 SHALL BE PROVIDED. LLI=* RAMPS,CURB RAMPS EXCLUDING THE FLARED SIDES,ELEVATORS,AND PLATFORM LIFTS.ALL ADJOINING RAMP RUN OR STAIRWAY. FIGURE 502.2 VEHICLE FIGURE 502.3 PARKING EXCEPTION:A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED AT UNITS FOR COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FROM POCKET/HINGE SIDE 42 INCHES(1065 MM) 22 INCHES(560 MM)2 N SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A PARKING SPACES SPACE ACCESS AISLE 3. EDGE PROTECTIO p z z CHILDREN'S USE WHERE THE SPOUT IS 30 INCHES(760 MM)MAXIMUM ABOVE THE FINISH FLOOR OR CHAPTER 4. Ly VERTICAL DROP-OFF OF 1/2 INCH (13 MM)MAXIMUM WITHIN 10 INCHES(255 MM)HORIZONTAL FROM STOP/LATCH SIDE 42 INCHES(1065 MM) 24 INCHES(610 MM) X�: 503 PASSENGER LOADING ZONES GROUND AND IS 3 1/2 INCHES(90 MM)MAXIMUM FROM THE FRONT EDGE OF THE UNIT,INCLUDING ADVISORY 402.2 COMPONENTS.WALKING SURFACES MUST HAVE RUNNING SLOPES NOT OF THE MINIMUM LANDING AREA SPECIFIED IN 405.7. X 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. STEEPER THAN 1:20,SEE 403.3.OTHER COMPONENTS OF ACCESSIBLE ROUTES,SUCH AS 1.DOORWAY WITH NO DOOR ONLY. vp: :.p.p.p IN SPACE 96 INCHES(2440 MM)WIDE MINIMUM AND 20 FEET(6100 MM)LONG MINIMUM. 602.3 OPERABLE PARTS.OPERABLE PARTS SHALL COMPLY WITH 309. .. ....... ..... RAMPS(405)AND CURB RAMPS(406),ARE PERMITTED TO BE MORE STEEPLY SLOPED. 2.BEYOND POCKET/HINGE SIDE. OR LANDING SHALL EXTEND 12 INCHES(305 MM)MINIMUM BEYOND THE INSIDE FACE OF A HANDRAIL 48"MIN ;x 602.4 MIN 503.3 ACCESS AISLE.PASSENGER LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH 503 SPOUT HEIGHT.SPOUT OUTLETS SHALL BE 36 INCHES(915 MM)MAXIMUM ABOVE THE FINISH FLOOR OR 48" 403 WALKING SURFACES COMPLYING WITH 505. XXX ADJACENT TO THE VEHICLE PULL-UP SPACE.ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE GROUND. 30"MIN 403.2 FLOOR OR GROUND SURFACE.FLOOR OR GROUND SURFACES SHALL COMPLY WITH 302. 405.9.2 CURB OR BARRIER.A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A AND SHALL NOT OVERLAP THE VEHICULAR WAY. ::op 602.5 SPOUT LOCATION.THE SPOUT SHALL BE LOCATED 15 INCHES(380 MM) MINIMUM FROM THE VERTICAL FIGURE 305.3 CLEAR FLOOR SPACE (a) (b) 403.3 SLOPE.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20.THE F -1 4 INCH (100 MM)DIAMETER SPHERE,WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES(100 MM) 503.3.1 WIDTH.ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES(1525 MM)WIDE I SUPPORT AND 5 INCHES(125 MM)MAXIMUM FROM THE FRONT EDGE OF THE UNIT,INCLUD NG BUMPERS. CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. OF THE FINISH FLOOR OR GROUND SURFACE. FIGURE 305.5 FORWARD APPROACH MINIMUM. 5"MAX 5"MIN 403.4 CHANGES IN LEVEL.CHANGES IN LEVEL SHALL COMPLY WITH 303. co 305.6 APPROACH.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL 403.5 CLEARANCES.WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH 403.5. 503.3.2 LENGTH.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES vp: ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. 4 THEY SERVE. EXCEPTION:WITHIN EMPLOYEE WORK AREAS,CLEARANCES ON COMMON USE CIRCULATION 305.7 MANEUVERING CLEARANCE.WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN KING.ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. 503.3.3 MAR 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 pp:: 12"MIN 12"MIN FULL LENGTH OF THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. :!X: Xp: CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH 305.7.1 AND 305.7.2 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 305.7.1 FORWARD APPROACH.ALCOVES SHALL BE 36 INCHES(915 MM)WIDE MINIMUM WHERE THE SURFACES SHALL BE 36 INCHES(915 MM)MINIMUM. (a)FRONT APPROACH (b)SIDE APPROACH CURB FIGURE 602.5 DRINKING XX :p:p X A LINE FOUNTAIN SPOUT LOCATION DEPTH EXCEEDS 24 INCHES(610 MM). EXCEPTION:THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES(815 MM) 4t XX X: MINIMUM FOR A LENGTH OF 24 INCHES(610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH XXX 602.6 WATER FLOW.THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES(100 MM)H GH M N MUM AND SHALL BE LOCATED 5 INCHES(125 MM) MAXIMUM FROM THE FRONT OF THE UNIT.THE ANGLE OF THE F F X., SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES(1220 MM) LONG MINIMUM AND FIGURE 405.9.1 EXTENDED FLOOR OR FIGURE405.9.2C RBOR Xp: GROUND SURFACE EDGE PROTECTION BARRIER EDGE PROTECTION :p WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT.WHERE 36 INCHES(915 MM)WIDE MINIMUM. :::p A AREA SPOUTS ARE LOCATED LESS THAN 3 INCHES(75 MM)OF THE FRONT OF THE UNIT,THE ANGLE OF THE 405.10 WET CONDITIONS.LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE 24"MAX 48"MIN 24"MAX TO BE WATER STREAM SHALL BE 30 DEGREES MAXIMUM.WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES(75 LJ* ACCUMULATION OF WATER. 22"MIN 24"MIN MARKED Lo* MM)AND 5 INCHES(125 MM)MAXIMUM FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM XX 406 CURB RAMPS SHALL BE 15 DEGREES MAXIMUM. 406.2 COUNTER SLOPE.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY 0 FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE ADVISORY 602.6 WATER FLOW.THE PURPOSE OF REQUIRING THE DRINKING FOUNTAIN SPOUT TO ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20.THE ADJACENT SURFACES AT 60"MI ... ...... ...... z z z z TRANSITIONS AT CURB RAMPS TO WALKS,GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL. PRODUCE A FLOW OF WATER 4 INCHES(100 MM)HIGH MINIMUM IS SO THAT A CUP CAN BE INSERTED (d)STOP OR LATCH 36"MIN el (c)POCKET OR HINGE 503.4 FLOOR AND GROUND SURFACES.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM 406.3 SIDES OF CURB RAMPS.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. APPROACH APPROACH UNDER THE FLOW OF WATER TO PROVIDE A DRINK OF WATER FOR AN INDIVIDUAL WHO,BECAUSE OF MPLY WITH 302.ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP FIGURE 305.7.1 CLEARANCE IN AN FIGURE 305.7.2 CLEARANCE IN AN SHALL CO A DISABILITY,WOULD OTHERWISE BE INCAPABLE OF USING THE DRINKING FOUNTAIN. FIGURE 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS ALCOVES,FORWARD APPROACH ALCOVES,PARALLEL APPROACH SPACE THEY SERVE.CHANGES IN LEVEL ARE NOT PERMITTED. 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS.SPOUT OUTLETS OF DRINKING FOUNTAINS FOR WITHOUT DOORS,SLIDING DOORS,GATES,AND FOLDING DOORS EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. STANDING PERSONS SHALL BE 38 INCHES(965 MM)MINIMUM AND 43 INCHES(1090 MM)MAXIMUM ABOVE JAhl 306 KNEE AND TOE CLEARANCE ADJOININ FLARED THEM AND A THE FINISH FLOOR OR GROUND. 306.2 TOE CLEARANCE FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE SURFACE 503.5 VERTICAL CLEARANCE.VEHICLE PULL-UP SPACES,ACCESS AISLES SERVIN 404.2.4.3 RECESSED DOORS AND GATES.MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL IM SIDES 1:10 UM VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE 603 TOILET AND BATHING ROOMS MAX p MAX SLOPE p. 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 P ELEMENT. SLO E CURB RAMP SLOPE PASSENGER LOADING ZONE TO A 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. PROJECTS MORE THAN 8 INCHES(205 MM)BEYOND THE FACE OF THE DOOR,MEASURED 20 X, INCHES(2895 MM) MINIMUM. 603.2.2 OVERLAP.REQUIRED CLEAR FLOOR SPACES,CLEARANCE AT FIXTURES,AND TURNING SPACE SHALL 306.2.3 MINIMUM REQUIRED DEPTH.WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF 403.5.2 CLEAR WIDTH AT TURN.WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND X.p.p PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. SLOPE SLOPE AN ELEMENT WHICH IS LESS THAN 48 INCHES(1220 MM)WIDE,CLEAR WIDTH SHALL BE 42 INCHES 504 STAIRWAYS BE PERMITTED TO OVERLAP. A CLEAR FLOOR SPACE,THE TOE CLEARANCE SHALL EXTEND 17 INCHES(430 MM) MINIMUM UNDER ADVISORY 404.2.4.3 RECESSED DOORS AND GATES.A DOOR CAN BE RECESSED DUE TO WALL THE ELEMENT. (1065 MM)MINIMUM APPROACHING THE TURN,48 INCHES(1220 MM)MINIMUM AT THE TURN AND 42 504.1 GENERAL.STAIRS SHALL COMPLY WITH 504. 603.2.3 DOOR SWING.DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED THICKNESS OR BECAUSE OF THE PLACEMENT OF CASEWORK AND OTHER FIXED ELEMENTS 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 FOR ANY FIXTURE.DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE. 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 ADJACENT TO CURB RAMPS FIGURE 406.3 SIDES OF CURB RAMPS 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 UNIFORM TREAD DEPTHS.RISERS SHALL BE 4 INCHES(100 MM)HIGH MINIMUM AND 7 INCHES(180 MM) EXCEPTIONS: HIGH MAXIMUM.TREADS SHALL BE 11 INCHES(280 MM)DEEP MINIMUM. 1. DOORS TO A TOILET ROOM OR BATHING ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY BE CONSIDERED TOE CLEARANCE. COMPLIANCE WITH 403.5.2 SHALL NOT BE REQUIRED. 406.4 LANDINGS.LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS.THE LANDING CLEAR THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED 504.3 OPEN RISERS.OPEN RISERS ARE NOT PERMITTED. 306.2.5 WIDTH.TOE CLEARANCE SHALL BE 30 INCHES(760 MM)WIDE MINIMUM. N LENGTH SHALL BE 36 INCHES(915 MM) MINIMUM.THE LANDING CLEAR WIDTH SHALL BE AT LEASTAS 504.4 TREAD SURFACE.STAIR TREADS SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. WIDE AS THE CURB RAMP,EXCLUDING FLARED SIDES,LEADING TO THE LANDING. TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE PROVIDED THE SWING OF THE DOOR EXCEPTION:TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. CAN BE REVERSED TO COMPLY WITH 603.2.3. S, - -1 EXCEPTION:IN ALTERATIONS,WHERE THERE IS NO LANDING AT THE TOP OF CURB RAMPS,CURB ADVISORY 504.4 TREAD SURFACE.CONSIDER PROVIDING VISUAL CONTRAST ON TREAD NOSINGS, RAMP FLARES SHALL BE PROVIDED AND SHALL NOT BE STEEPER THAN 1:12. -1. 2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE w z A OR AT THE LEADING EDGES OF TREADS WITHOUT NOSINGS,SO THAT STAIR TREADS ARE MORE COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, X x A A Xp: F x: 181,MIN x 12" x AT LEAST AS WIDE] VISIBLE FOR PEOPLE WITH LOW VISION. DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE 504.5 NOSINGS.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH (13 REQUIRED FOR ANY FIXTURE. z AS CURB RAMP .. ....... .. CD MM)MAXIMUM.NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING ADVISORY 603.2.3 DOOR SWING EXCEPTION 1.AT THE TIME THE DOOR IS INSTALLED,AND IF THE co N 7� EDGE CURVED OR BEVELED.RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE DOOR SWING IS REVERSED IN THE FUTURE,THE DOOR MUST MEET ALL THE REQUIREMENTS I"MAX OF 30 DEGREES MAXIMUM FROM VERTICAL.THE PERMITTED PROJECTION OF THE NOSING SHALL 7 R: SPECIFIED IN 404.ADDITIONALLY,THE DOOR SWING CANNOT REDUCE THE REQUIRED WIDTH OF AN X, EXTEND 1 1/2 INCHES(38 MM)MAXIMUM OVER THE TREAD BELOW. ACCESSIBLE ROUTE.ALSO,AVOID VIOLATING OTHER BUILDING OR LIFE SAFETY CODES WHEN THE FIGURE 306.2 TOE CLEARANCES FIGURE 306.2 TOE CLEARANCES 1 1/2"MAX 1 1/2"MAX DOOR SWING IS REVERSED. Xpp 306.3 KNEE CLEARANCE RADIUS mp$ 603.3 MIRRORS.MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE 112" 306.3.2 MAXIMUM DEPTH.KNEE CLEARANCE SHALL EXTEND 25 INCHES(635 MM)MAXIMUM UNDER AN BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES(1015 MM) MAXIMUM ABOVE THE FINISH FLOOR OR MAX ELEMENT AT 9 INCHES(230 MM)ABOVE THE FINISH FLOOR OR GROUND. GROUND.MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE (a)PULL SIDE (b)PUSH SIDE (c)PUSH SIDE,DOOR X 306.3.3 MINIMUM REQUIRED DEPTH.WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PROVIDED WITH BOTH BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES(890 MM) MAXIMUM ABOVE THE FINISH FLOOR OR MUM GROUND. PART OF A CLEAR FLOOR SPACE,THE KNEE CLEARANCE SHALL BE 11 INCHES(280 MM)DEEP MINI CLOSER AND LATCH IMUMXX ADVISORY 603.3 MIRRORS.A SINGLE FULL-LENGTH MIRROR CAN ACCOMMODATE A GREATER AT 9 INCHES(230 MM)ABOVE THE FINISH FLOOR OR GROUND,AND 8 INCHES(205 MM)DEEP MIN FIGURE 404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES AT 27 INCHES(685 MM)ABOVE THE FINISH FLOOR OR GROUND. NUMBER OF PEOPLE,INCLUDING CHILDREN.IN ORDER FOR MIRRORS TO BE USABLE BY PEOPLE WHO 306.3.4 CLEARANCE REDUCTION.BETWEEN 9 INCHES(230 MM)AND 27 INCHES (685 MM)ABOVE THE (a) (b) (c) (d) 404.2.4.4 FLOOR OR GROUND SURFACE.FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING ARE AMBULATORY AND PEOPLE WHO USE WHEELCHAIRS,THE TOP EDGE OF MIRRORS SHOULD BE 74 42"MIN x<48" 42"MIN 36"MIN x<48" 36"MIN FIGURE 406.4 LANDING AT THE TOP OF CURB RAMPS RADIUS OF TREAD ANGLED RISER CURVED BEVELED FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF I CLEARANCES SHALL COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. EDGE(TYPICAL NOSING NOSING lift. .1 .11 .11 .11 .11 .11 .11 4�1 INCHES (1880 MM) MINIMUM FROM THE FLOOR OR GROUND. INCH (25 MM) IN DEPTH FOR EACH 6 INCHES(150 MM) IN HEIGHT. (a) (b) EXCEPTIONS: 406.5 LOCATION.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT FOR ALL PROFILES) 603.4 COAT HOOKS AND SHELVES.COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES 306.3.5 WIDTH.KNEE CLEARANCE SHALL BE 30 INCHES(760 MM)WIDE MINIMUM. FIGURE 403.5.2 CLEAR WIDTH ATTURN(180 DEGREES) 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES,PARKING SPACES,OR PARKING ACCESS SPECIFIED IN 308.SHELVES SHALL BE LOCATED 40 INCHES(1015 MM)MINIMUM AND 48 INCHES(1220 MM) B"MIN 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 504.5 STAIR NOSINGS MAXIMUM ABOVE THE FINISH FLOOR. 404.2.5 THRESHOLDS.THRESHOLDS,IF PROVIDED AT DOORWAYS,SHALL BE 1/2 INCH (13 MM)HIGH EXCLUDING ANY FLARED SIDES. 504.6 HANDRAILS.STAIRS SHALL HAVE HANDRAILS COMPLYING WITH 505. 604 WATER CLOSETS AND TOILET COMPARTMENTS ..... ....... - 406.6 DIAGONAL CURB RAMPS.DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR MAXIMUM.RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 403.5.3 PASSING SPACES.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES(1525 504.7 WET CONDITIONS.STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE 604.2 LOCATION.THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND X, K MM)SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET(61 M)MAXIMUM.PASSING SPACES 303. OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN DESIGNED TO PREVENT THE ACCUMULATION OF WATER. TO ONE SIDE.THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES(405 MM)MINIMUM TO 18 EXCEPTION:EXISTING OR ALTERED THRESHOLDS 3/4 INCH (19 MM) HIGH MAXIMUM THAT HAVE A FLOW.THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES(1220 MM) SHALL BE EITHER:A SPACE 60 INCHES(1525 MM)MINIMUM BY 60 INCHES(1525 MM)MINIMUM;OR,AN 505 HANDRAILS INCHES(455 MM)MAXIMUM FROM THE SIDE WALL OR PARTITION,EXCEPT THAT THE WATER CLOSET SHALL BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1:2 SHALL NOT BE REQUIRED MINIMUM OUTSIDE ACTIVE TRAFFIC LANES OF THE ROADWAY.DIAGONAL CURB RAMPS PROVIDED AT INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH 304.3.2 ADVISORY 505.1 GENERAL.HANDRAILS ARE REQUIRED ON RAMP RUNS WITH A RISE GREATER BE 17 INCHES(430 MM)MINIMUM AND 19 INCHES(485 MM)MAXIMUM FROM THE SIDE WALL OR PARTITION IN MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES(1220 MM)MINIMUM CLEAR SPACE WITHIN THE TO COMPLY WITH 404.2.5. 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 THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2.WATER CLOSETS SHALL BE 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 BEYOND THE INTERSECTION. REQUIRED ON WALKING SURFACES WITH RUNNING SLOPES LESS THAN 1:20.HOWEVER, ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH. '"21MAX DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES(1220 MM)MINIMUM PLUS THE WIDTH OF (610 MM)LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED 403.6 HANDRAILS.WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING HANDRAILS ARE REQUIRED TO COMPLY WITH 505 WHEN THEY ARE PROVIDED ON WALKING 11 MIN DOORS OR GATES SWINGING INTO THE SPACE. CROSSING. 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 10, 1::; DO NOT APPLY TO HANDRAILS PROVIDED ON WALKING SURFACES WITH RUNNING SLOPES LESS FIGURE 306.3(a)KNEE FIGURE 306.3(b)KNEE 404 DOORS,DOORWAYS,AND GATES CLEARANCES CLEARANCES 404.2.3 CLEAR WIDTH.DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES(815 MM) THAN 1:20 AS THESE SECTIONS ONLY REFERENCE REQUIREMENTS FOR RAMPS AND STAIRS. TIGARD SOUTH 307 PROTRUDING OBJECTS MINIMUM.CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN 48"MIN WHERE REQUIRED.HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. '2_ 505.2 307.2 PROTRUSION LIMITS.OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES(685 MM)AND NOT SW BONITA ROAD THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 90 DEGREES.OPENINGS MORE THAN EXCEPTION:IN ASSEMBLY AREAS,HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES OF AISLE 6600 MORE THAN 80 INCHES(2030 MM)ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES 24 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. 17"-19' 505.3 CONTINUITY.HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT 16 18"Ill THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 TIGARD, OR 97224 EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES(115 MM)MAXIMUM. OR RAMP RUN.INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE INCHES(865 MM)ABOVE THE FINISH FLOOR OR GROUND.PROJECTIONS INTO THE CLEAR OPENING 4"MAX R OR CONTINUOUS BETWEEN FLIGHTS OR RUNS. GROUND SHALL NOT EXCEED 4 INCHES(100 MM). EXCEPTION:IN ASSEMBLY AREAS,HANDRAILS ON RAMPS SHALL NOT BE REQUIRED TO BE ::Fl (a) *a p WIDTH BETWEEN 34 INCHES(865 MM)AND 80 INCHES(2030 MM)ABOVE THE FINISH FLOO NO. REVISIONS: DATE: CONTINUOUS IN AISLES SERVING SEATING. EXCEPT]IONS: F�* 505.4 HEIGHT.TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES(865 MM)MINIMUM AND 38 (a)WHEELCHAIR ACCESSIBLE (b)AMBULATORY ACCESSIBLE 1. IN ALTERATIONS,A PROJECTION OF 5/8 INCH(16 MM)MAXIMUM INTO THE REQUIRED CLEAR WATER CLOSETS WATER CLOSETS INCHES(965 MM)MAXIMUM VERTICALLY ABOVE WALKING SURFACES,STAIR NOSINGS,AND RAMP WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. /Av 48"MIN Xp; SURFACES.HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES,STAIR 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES(1980 MM) FIGURE 604.2 WATER CLOSET LOCATION >12"- X fl ::p. NOSINGS,AND RAMP SURFACES. MINIMUM ABOVE THE FINISH FLOOR OR GROUND. X DVISORY 505.4 HEIGHT.THE REQUIREMENTS FOR STAIR AND RAMP HANDRAILS IN THIS XX 604.3 CLEARANCE.CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY A 32 3/8"MIN 31 3/4"MIN 31 3/4"MIN DOCUMENT ARE FOR ADULTS.WHEN CHILDREN ARE THE PRINCIPAL USERS IN A BUILDING OR WITH 604.3. 71 FACILITY(E.G 604.3.1 SIZE.CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES(1525 MM)MINIMUM MEASURED ........ ...... p ELEMENTARY SCHOOLS),A SECOND SET OF HANDRAILS AT AN APPROPRIATE At S ............. :X,X, 0 HEIGHT CAN ASSIST THEM AND AID IN PREVENTING ACCIDENTS.A MAXIMUM HEIGHT OF 28 INCHE PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES(1420 MM)MINIMUM MEASURED PERPENDICULAR ............. x (710 MM)MEASURED TO THE TOP OF THE GRIPPING SURFACE FROM THE RAMP SURFACE OR FROM THE REAR WALL. (b) STAIR NOSING IS RECOMMENDED FOR HANDRAILS DESIGNED FOR CHILDREN.SUFFICIENT 604.3.2 OVERLAP.THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO FIGURE 406.6 DIAGONAL OR 0 T VERTICAL CLEARANCE BETWEEN UPPER AND LOWER HANDRAILS,9 INCHES(230 MM)MINIMUM, OVERLAP THE WATER CLOSET,ASSOCIATED GRAB BARS,DISPENSERS,SANITARY NAPKIN DISPOSAL UNI S CORNER TYPE CURB RAMPS SHOULD BE PROVIDED TO HELP PREVENT ENTRAPMENT. COAT HOOKS,SHELVES,ACCESSIBLE ROUTES,CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT A 12"MAX\T 12" IAX 12" HINGED DOOR (b)SLIDING DOOR (c)FOLDING DOOR 48"MIN �X: OTHER FIXTURES,AND THE TURNING SPACE.NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED F,:F: WITHIN THE REQUIRED WATER CLOSET CLEARANCE. 406.7 ISLANDS.RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR FIGURE 404.2.3 CLEAR WIDTH OF DOORWAYS EXCEPTION:IN RESIDENTIAL DWELLING UNITS,A LAVATORY COMPLYING WITH 606 SHALL BE FIGURE 307.2 LIMITS OF (a) (b) HAVE CURB RAMPS AT BOTH SIDES.EACH CURB RAMP SHALL HAVE A LEVEL AREA 48 INCHES(1220 MM) PROTRUDING OBJECTS FIGURE 307.3 POST MOUNTED PROTRUDING OBJECTS PERMITTED ON THE REAR WALL 18 INCHES(455 MM) MINIMUM FROM THE WATER CLOSET CENTERL NE Xp: LONG MINIMUM BY 36 INCHES(915 MM)WIDE MINIMUM AT THE TOP OF THE CURB RAMP IN THE PART OF MM) WHERE THE CLEARANCE AT THE WATER CLOSET IS 66 INCHES(1675 MM)MINIMUM MEASURED 404.2.4 MANEUVERING CLEARANCES.MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES :p:.:. THE ISLAND INTERSECTED BY THE CROSSINGS.EACH 48 INCH(1220 MM)MINIMUM BY 36 INCH (915 C? 307.3 POST-MOUNTED OBJECTS.FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL PERPENDICULAR FROM THE REAR WALL. SHALL COMPLY WITH 404.2.4.MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE MINIMUM AREA SHALL BE ORIENTED SO THAT THE 48 INCH(1220 MM) MINIMUM LENGTH IS IN THE LANDLORD REVIEW ISSUE DATE: 08/11/2015 ADVISORY 604.3.2 OVERLAP.WHEN THE DOOR TO THE TOILET ROOM IS PLACED DIRECTLY IN FRONT OVERHANG CIRCULATION PATHS 12 INCHES(305 MM)MAXIMUM WHEN LOCATED 27 INCHES(685 MM) DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. xd,.. DIRECTION OF THE RUNNING SLOPE OF THE CURB RAMP IT SERVES.THE 48 INCH(1220 MM) MINIMUM BY M co TENANT REVIEW ISSUE DATE: 08/11/2015 MINIMUM AND 80 INCHES(2030 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.WHERE A SIGN p::p co OF 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. C? THE WATER CLOSET,THE WATER CLOSET CANNOT OVERLAP THE REQUIRED MANEUVERING C? BID ISSUE DATE: 08/11/2015 OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE PROVIDE THE CLEARANCE BEYOND THE LATCH SIDE OF THE DOOR. FIGURE 404.2.6 DOORS IN SERIES AND GATES IN SERIES CLEARANCE FOR THE DOOR INSIDE THE ROOM. :p i 18"MIN PERMIT ISSUE DATE: 08/11/2015 BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES(305 MM),THE LOWEST EDGE OF SUCH 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 SIGN OR OBSTRUCTION SHALL BE 27 INCHES(685 MM) MAXIMUM OR 80 INCHES(2030 MM)MINIMUM CLEARANCES COMPLYING WITH TABLE 404.2.4.1 ON DOORS AND GATES SHALL COMPLY WITH 309.4.OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 CONSTRUCTION ISSUE DATE: 08/11/2015 �l Mik ....................... ABOVE THE FINISH FLOOR OR GROUND. Xp: INCHES(865 MM)MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. (a) (b) EXCEPTION:THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE (c) TABLE 404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATE STAIRS RAMPS WALKING WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED REQUIRED TO COMPLY WITH 307.3. SURFACES AND USABLE FROM BOTH SIDES. FIGURE 505.4 HANDRAIL HEIGHT 307.4 VERTICAL CLEARANCE.VERTICAL CLEARANCE SHALL BE 80 INCHES(2030 MM) HIGH MINIMUM. TYPE OF USE MINIMUM MANEUVERING CLEARANCE EXCEPTIONS: 36"MIN GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS e_ z 0 PARALLEL TO DOORWAY I. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS 505.5 CLEARANCE.CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES THAN 80 INCHES(2030 MM)HIGH.THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE X. co PERPENDICULAR TO DIRECTION DOOR OR GATE SIDE (BEYOND LATCH SIDE WITHOUT STILES,EXISTING OVERHEAD ROLLING DOORS OR GRILLES,AND SIMILAR EXISTING SHALL BE 1 1/2 INCHES(38 MM)MINIMUM. LOCATED 27 INCHES(685 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. DOORWAY UNLESS NOTED) DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP 505.6 GRIPPING SURFACE.HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH EXCEPTION:DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES(1980 OR BOTTOM RAIL. Xx 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 INCHES 1455 MM) DRAWING TITLE: 2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS,SPAS,AND HOT TUBS SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON PROVIDED,HORIZONTAL PROJECTIONS SHALL OCCUR 1 1/2 INCHES(38 MM)MINIMUM BELOW THE 60"MIN FROM FRONT PUSH 4B INCHES(1220 MM) 0 INCHES(0 MM ACCESSIBILITY SELF-LATCHING DEVICES AT 54 INCHES(1370 MM)MAXIMUM ABOVE THE FINISH FLOOR OR BOTTOM OF THE HANDRAIL GRIPPING SURFACE. 60"MIN GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND EXCEPTIONS: FIGURE 604.3.1 SIZE OF FROM HINGE SIDE PULL 60 INCHES(1525 MM) 36 INCHES(915 MM) OPERATED BY MEANS OF A KEY,ELECTRONIC OPENER,OR INTEGRAL COMBINATION LOCK. 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) FIGURE 604.3.2(EXCEPTION)OVERLAP 404.2.8.1 DOOR CLOSERS AND GATE CLOSERS.DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED THAN 1:20,THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL BE PERMITTED TO BE OF WATER CLOSET CLEARANCE IN SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE INTEGRAL TO CRASH RAILS OR RESIDENTIAL DWELLING UNITS 22 INCHES FROM HINGE SIDE PUSH 42 INCHES(1065 MM)2 (560 MM)3 opo POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. BUMPER GUARDS. DRAWING NUMBER: W E DISTANC THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES(430 MM) 404.2.8.2 SPRING HINGES.DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE 2. TH E BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING 604.4 SEATS. FROM LATCH SIDE PULL 48 INCHES(1220 M 24 INCHES(610 MM) SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH(3.2 MM)FOR EACH 1/2 INCH (13 MINIMUM AND 19 INCHES(485 MM)MAXIMUM MEASURED TO THE TOP OF THE SEAT.SEATS SHALL NOT BE OPEN POSITION OF 70 DEGREES,THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 ............ v FROM LATCH SIDE PUSH 42 INCHES(1065 MM)4 24 INCHES(610 MM) SECONDS MINIMUM. MM)OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES(100 MM). SPRUNG TO RETURN TO A LIFTED POSITION. Xr:. 404.2.9 DOOR AND GATE OPENING FORCE.FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ADVISORY 505.6 GRIPPING SURFACE.PEOPLE WITH DISABILITIES,OLDER PEOPLE,AND OTHERS EXCEPTIONS: rm, M m 24"MIN 1 ADD 12 INCHES(305 MM) IF CLOSER AND LATCH ARE PROVIEDED. 1 A WATER CLOSET IN A TOILET ROOM FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.THE FORCE FOR PUSHING OR PULLING XX BENEFIT FROM CONTINUOUS GRIPPING SURFACES THAT PERMIT USERS TO REACH THE FINGERS 2. ADD 6 INCHES(150 MM) IF CLOSER AND LATCH ARE PROVIDED. (a)CUT THROUGH AT ISLAND (b)CURB RAMP AT ISLAND OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 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 p 3. BEYOND HINGE SIDE. 1. INTERIOR HINGED DOORS AND GATES:5 POUNDS(22.2 N)MAXIMUM. FIGURE 406.7 ISLAND IN CROSSINGS p:: LOSS OF EQUILIBRIUM OR BEGINS TO FALL. pp:: COMPLY WITH 604.4. ..... ..... ..... ..... 4. ADD 6 INCHES(150 MM) IF CLOSER IS PROVIDED. IN RESIDENTIAL DWELLING UNITS,THE HEIGHT OF WATER CLOSETS SHALL BE PERMITTED TO BE 15 2 2. SLIDING OR FOLDING DOORS:5 POUNDS(22.2 N)MAXIMUM. XX 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 IN A CLOSED POSITION. MEASURED TO THE TOP OF THE SEAT. 5 idGROUP, LLC c 201 ..... ::pp ;::::. -,,l - X.:.:.: ::::: ::.:.:.:, :,:::; ..'....... ..".." .......... ;�::'l . :::;: ­ . I PROJECT COORDINATOR/DESIGN CONSULTANT . �:.X. i�!... �,�': . ..... 604.5 GRAB BARS.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609.GRAB BARS SHALL BE :ii��!�!� 604.8.3 COAT HOOKS AND SHELVES.COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH 608.3.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.WHERE A SEAT IS PROVIDED IN STANDARD 610.3.2 L-SHAPED SEATS.THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2 1/2 INCHES(64 MM) .:.:.:.:. 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 . x:�; ,;;:: . I... ::::�: .,.:.:, ...;..., :Fp: ..l. :....." ::::; :;::: DISHWASHER DOOR.THE DISHWASHER DOOR,IN THE OPEN POSITION,SHALL NOT OBSTRUCT THE CLEAR .l.. . . PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. ��!!�!! RANGES SPECIFIED IN 308.SHELVES SHALL BE LOCATED 40 INCHES(1015 MM)MINIMUM AND 48 ,........ ROLL-IN TYPE SHOWER COMPARTMENTS,GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE I MAXIMUM AND THE FRONT EDGE 15 INCHES(380 MM)MINIMUM AND 16 INCHES(405 MM)MAXIMUM ....".., PUSH-BUTTON CONTROLS WHERE SUCH SERVICE IS AVAILABLE. .�.I�. I.... -1 ........, :..... I...1. .... I........ ��:. 11.1 .... , . I'll l...l.... �� - ..... XX . ­, .,;;: 'i� �!�i�l� 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 1.111, FROM THE SEAT WALL.THE REAR EDGE OF THE"L"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. ."­':*i:i:�.--:::i:_ - .1.1 ,, I.... - .­, ";**1 EXCEPTIONS: �:�il�:i .... �� ,"..., I...I .'.,*.*. ".. :�:�� 804.6.4 RANGE OR COOKTOP.WHERE A FORWARD APPROACH IS PROVIDED,THE CLEAR FLOOR OR GROUND - Ili* 11 _ *� ,: - ::� :1.1.1 %...,: - :�:_ -11 ­.- I.." 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 I—, 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. , , . � ll�, ­:.;, ­.. ­�.<O?i�.*,.;,. . - -11. I'll, .� , i:l 1- "Ill.: :::: -.1 ., - ` ��­ " It"SHALL BE 22 INCHES(560 MM) ­ ���::�� SPACE SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.WHERE KNEE AND TOE SPACE IS 'K, .*��'�--.ili�l�*�-.> - ." .1. 704.2.4 CORD LENGTH.THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE 29 INCHES(735 MM) I,-.- IS 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 ,,,�'..gif,��' -` OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR � TOILET COMPARTMENTS FOR CHILDREN ­�l 1�� X:;:: :�;: ";$"..�,:."...:.:,:,.::.:�..', .1.1 �X: I? -,**�:,­ ­;..� "': �� :��:: �i�i� LONG MINIMUM. ,� PROVIDED,THE UNDERSIDE OF THE RANGE OR COOKTOP SHALL BE INSULATED OR OTHERWISE ?�,i?�.'i.�]",i`�-.*,--.."* .'.. 11 1- 'X I ..'�: I �, mi PUBLIC USE PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED ..'-.'.`l 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. I 1-1. '. ....", - p - :: I.... � 1 .%, - .::�- I'll .. . . - *,..'�.:: 1, I"....... - �ii!�� 704.3 VOLUME CONTROL TELEPHONES-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED 11.1 ...:.:::....I" AIIIIIIIIIIIIIIIIIIIIIIII �...:: CONFIGURED TO PREVENT BURNS,ABRASIONS,OR ELECTRICAL SHOCK.THE LOCATION OF CONTROLS . :1. 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 �!�i� 608.3.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.IN ALTERNATE ROLL-IN TYPE SHOWER ::::::: - !�� �:::.: 1-1, ,. I I ��::; I -, 22"-23" .� ­,, - I.. - , X� 1, I I , . :� ­:... �::::;;: REQUIREMENTS "I", SHALL NOT REQUIRE REACHING ACROSS BURNERS. :: :::� :��ii�i�: COMPARTMENTS,GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE SIDE WALL FARTHEST �2 �: ... -1 ::::: : I ,pp I-, 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 :: .:::;,:: ::: I 1�:i ::::::: :,:; 11, .:.:.:.:.: ..,.,, ... .. vt :::� 704.4.1 HEIGHT.WHEN IN USE,THE TOUCH SURFACE OF TTY KEYPADS SHALL BE 34 INCHES(865 MM) �1 804.6.5 OVEN.OVENS SHALL COMPLY WITH 804.6.5. TOILET OR BATHROOMS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALLS .::::: APPLYING THE SPECIFICATIONS FOR WATER CLOSETS FOR CHILDREN ACCORDING TO THE AGE �ii��i FROM THE COMPARTMENT ENTRY.GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT.GRAB BARS :::: . X � I..... ....... .. ::::: ,.�.�.: ..." . ..... :11, :::::::::: - ,::.::: _�: ..... ,. .. ..... . MINIMUM ABOVE THE FINISH FLOOR. I i 804.6.5.1 SIDE-HINGED DOOR OVENS.SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE .... XX .1 . =�.,. -... - .;.:.::: 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�������������i���!������!����i��� 1-111.--.1...... ::::: .ji�,, .... . :..: 1-1-1... ;:;:: � "..., : , ...............� , . �; :::: . .. '1'1­41;X�:�.......� ::::: 1: I...... ': .. :X:_ "'..........", ......", :":,: �:­ .,::::;: . ..�����������������!��!������������!�i� l­.l�Ml";.;.;.:.:.:. ::::: EXCEPTION:WHERE SEATS ARE PROVIDED,TTYS SHALL NOT BE REQUIRED TO COMPLY WI AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH 604.5. ".,.- ..:::. ..... .. TH REQUIRED BY 804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR. :.X�l :::x, 'MA :.:... _-� ��:::::�:��:::::�::�::�:�::::::::: ".. ,, .."'. ,�il, ...l.., :, ...... � 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 ,�. 6"MAX 6"MAX �� � .1.1.1 :: _4 6' X ? 'M I _1 .; . ,� :.,­��­­.......� X ,�. ­. .".. xx - . , -...... _�. .,� X% � ::::::: X:::;::;;;:;::: ,_-'4�1.111 ,,;: 704.4.1. . 804.6.5.2 BOTTOM-HINGED DOOR OVENS.BOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE ' I....­.�� ., : , -� : ::; -.....­� ::;::; ­ :::::: . '. ".." INSTALLED IN HOUSING OR HOLDING CELLS THAT ARE SPECIALLY DESIGNED WITHOUT q%�� THE AGE OF THE PRIMARY USER GROUP.THE SPECIFICATIONS OF ONE AGE GROUP SHOULD BE `*�,: BACK 2 � BACK SEAT .I �:��i:��i��i��:]�i] SEAT : % , , - , .". 1-11'.... .. - ....." 2 - ".."'.... XX /. �,,'�'�,-:- F,�­n.. /j-::'vlI'�,-"',fi�-;., �'.�,, g. gm- j:: _­ � - : ­..........., ,�n" . re I'll. �: - ::;: ADVISORY 704.4.1 HEIGHT.A TELEPHONE WITH A TTY INSTALLED UNDERNEATH CANNOT ALSO BE ill . .. . �,'..�. WALL WALL . . I., � -4 b -0 e WALL I,: �!��i�i��i��i��!�: ,­:;:ff.".: ... REQUIRED BY 804.3 POSITIONED ADJACENT TO ONE SIDE OF THE DOOR. �,,; �;�'� '1:1 `% �� APPLIED CONSISTENTLY IN THE INSTALLATION OF A WATER CLOSET AND RELATED ELEMENTS. �'_ 7�� 1 , WALL :: ....... Xp: . x,i�, , ,,, r I.... �.r., ., , - 11...1. ...".l.. � -,.<� .,. � ". PROTRUSIONS FOR PURPOSES OF SUICIDE PREVENTION. .�X: 0 - I; ..............'........., _­. ��K -gz �Z­l� w � ­­_., XX .1 . I . ..... . � ., , . ..... 11- A WHEELCHAIR ACCESSIBLE TELEPHONE BECAUSE THE REQUIRED 34 INCHES(865 MM)MINIMUM 804.6.5.3 CONTROLS.OVENS SHALL HAVE CONTROLS ON FRONT PANELS. . ..... �llee .....�'........... %] lx.`�214�� .1.1. 1.11,11,111. ,.,.,.,.... :.,,:, 1.I 1.I :::: ::::: ­ . ADVISORY 604.5 GRAB BARS EXCEPTION 2.REINFORCEMENT MUST BE SUFFICIENT TO PERMIT :::; :pp: . - - I ­.,.;�_ �................... ,-.1 :.:1 , - "i , / , .11.11.1.11, ::::;:::; ....I __ .1 ��"11.11­1_ .� :;: ", I., - - %we -, ­ -** I... ".. ­ - .. I. :.:.:.:.:.:.­..,. I I, .. ::::: .. . .1 .:.1 ­­. .e..... ... : ­���. ... � ,,'... . ::::: , � .. I ...' .�......,............,... KEYPAD HEIGHT CAN CAUSES THE HIGHEST OPERABLE PART OF THE TELEPHONE,USUALLY THE X; 804.6.6 REFRIGERATOR/FREEZER.COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 ..... . :::: .......... �*z% : : . -F, I THE INSTALLATION OF REAR AND SIDE WALL GRAB BARS THAT FULLY MEET ALL ACCESSIBILITY ,.:. ..... :��_ L-k ....., . id 151 ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12 __ ...1:.:� I ..... ..... e�.e__ ' 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. I :::::: � X: '. .::;: ** ...;:: .. ii - REQUIREMENTS INCLUDING,BUT NOT LIMITED TO,REQUIRED LENGTH,INSTALLATION HEIGHT, .--...� I......... :-::: . , X.:: AGES 3-4 AGES 5-8 AGES 9-12 ........., SIDE 1�, p � SIDE �:� ,; SECTION 308). ;�:Fo, THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE 2641 IRVING BLVD. * ......... ; : ,. : I . ­., * *** ....,.,., AL WALL `� I � � WALL � . :,.1-� �; *** �*` :, ALL� : �X: :,.: - "...., X: ...16.. �,:.:": ".-I - AND STRUCTURAL STRENGTH. -�,: :: :: I ::::X, �t 1/2"MAX �::, AD ISORY 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 DALLAS,TEXAS 75207 / �'..l :.;.:.;.:. .��. : : .��: -'� SIDE SIDE . il ... ...I..i ::::�� W W "' r : �..�:�� ?l 5 ::X 604.5.1 SIDE WALL.THE SIDE WALL GRAB BAR SHALL BE 42 INCHES(1065 MM) LONG MINIMUM,LOCATED I. WATER CLOSET CENTERLINE 12 INCHES(305 MM) 12-15 INCHES(305-380 MM) 15-18 INCHES(380-455 MM) :: , ��::: ,::�� - �­ - �:,:� �%.:l ... - �;:p �� 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. ... ,.". .1 ­..,� ..." ... I ::;: (a)SIZE (b)DISTANCE FROM -1 .-.� * 111, i___J - ........ ,�11% ::::: TEL: 214-638-6800 I. * - . ::�. Xp: 12 INCHES(305 MM)MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES(1 370 MM)MINIMUM .`: ** .. :.::;, 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 . ..;IX -380 MM) 15-17 INCHES(380-430 MM) ::::: - I TOILET SEAT HEIGHT 11-12 INCHES(280-305 MM) 12-15 INCHES(305 -- I...% pX: - :p:p "I'll .... ::.:,., .. "I'll : FROM THE REAR WALL. I.,-,". - Xp: -, TERMINALS OR STATIONS,COURTS,ART GALLERIES,AND CONVENTION CENTERS. I.;.:.;.: REQUIREMENTS - ..... �.... ll�l I .. (a)W ITH OU T S EAT (b)WITH SEAT :.;.:.:.:, FIGURE 610.3.2 L-SHAPED SHOWER SEAT "I'll .p.:.p.p : GRAB BAR HEIGHT 18-20 INCHES(455-510 MM) 20-25 INCHES(510-635 MM) 25-27 INCHES(635-685 MM) ,, I �... 604.5.2 REAR WALL.THE REAR WALL GRAB BAR SHALL BE 36 INCHES(915 MM)LONG MINIMUM AND liiii�i _ :;::: I'll, ..... .: - ::::: I'll, pp .1.1 I—. , - :::;..:.: - FIGURE 608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWERS :p:p 11"', ,;N: F.,- 11- XX I:— ­ �..:".. I . ..... 11, �XTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES(305 MM)MINIMUM ON ONE SIDE I I I ,::,� .......... : 704.5 TTY SHELF-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 806 TRANSIENT LODGING GUEST ROOMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED ::::�: ,��i::�:i .......... -11 ........ I I ....I , , .... I I ::x.�: DISPENSER HEIGHT 14 INCHES(355 MM) 14-17 INCHES(355-430 MM) 17-19 INCHES(430-485 MM) : X ..... -1-1 :�;:: '...... ..... 1-1 705 DETECTABLE WARNINGS REQUIREMENTS ARCHITECT XX .....".. ­­ ;,:.::: AND 24 INCHES(610 MM) MINIMUM ON THE OTHER SIDE. :: - I I I :­.:� ........ 1.11.1 �.."... ...I. .... .... I'll, , . .1 1 �:;::: - :::.,: 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 I'...., 705.1 GENERAL.DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND ::;:.: -REFER TO ACCESSIBILITY STANDARDS FOR DETAILED ­­ 807 HOLDING CELLS AND HOUSING CELLS X;, I......... ....... I'll, :,;:: - ......" ..... I..", ­.,.. 1.1: ..:. 11.11 ,�, .,,... �­ .:::.:: I . EXCEPTIONS: I., 604.9.1 LOCATION.THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR XX 'I.,, . I'll 1. ,:::: COMPARTMENTS.A FOLDING SEAT SHALL BE PROVIDED IN ROLL-IN TYPE SHOWERS REQUIRED IN : WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1 1 12 N)IS APPLIED AT ANY POINT ON THE 111, PLY WITH 705. ,'..... ..... SHALL COM "...., REQUIREMENTS ..... ... - ,:, .::.... .11 1. .,.,. ­ .... . . - .p.:... �i�i:� .111, "." 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 Xlp... TRANSIENT LODGING GUEST ROOMS WITH MOBILITY FEATURES COMPLYING WITH 806.2.SEATS SHALL I SEAT,FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. I'll "..., .I �,. ".1 705.1.1 DOME SIZE.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE i... 808 COURTROOMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS .. I'll . "I". I—, . 1,11- :�:�:, I—, ;:::: - 111;1.11 , ..... , , .... �­ 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 :p ���i�� 611 WASHING MACHINES AND CLOTHES DRYERS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED __ "." ..... COMPLY WITH 610. . . DIAMETER OF 0.9 INCH (23 MM)MINIMUM AND 1.4 INCHES(36 MM)MAXIMUM,A TOP DIAMETER OF 50 1".. -REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS ­.. I...... 809 RESIDENTIAL DWELLING UNITS 11. ......... . ­� ::1.1", INCHES(915 MM)MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO xp.,... 11.... ��!!�!�� ­ I ,.;.,..;. ,........ ­,', �, . I...... 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 .Xll: REQUIREMENTS - .,X�'. ..... '...... 1.11 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 ..... -1. "I", ���:� .. ...... - .I... I . ::: ­ ........ 1 . R. H. SWEERS 11 . I........ ::�: , ��:iii� 811 STORAGE 1. .. X., -REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS ­�, THE WATER CLOSET. .::::::: WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2. ....,..., : "" 1 9 .. I,-, TYPE SHOWER COMPARTMENTS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN d., 612 SAUNAS AND STEAM ROOMS � I �­ 1:11:1 ..*. HEIGHT OF 0.2 INCH (5.1 MM). - iii�i��i "...... ...��, '.".',!� � I..... XX . 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 q *:111 I . � �­ .�� pi��: ­ WALLS SO AS TO PERMIT THE INSTALLATION OF SEATS COMPLYING WITH 608.4. I'll '... E SPACING.TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A :1�� 81 1.2 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL ..�.�, :X, _.. 705.1.2 DOM PROPRIETOR ":. '11"', .... :: _ _:- -1 .... g�� BE PROVIDED. . "I',,", . "I BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, ::::: R 7: COMMUNICATION ELEMENTS AND FEATURES .. -TO-CENTER SPACING OF 1.6 INCHES(41 MM) MINIMUM AND 2.4 INCHES(61 MM)MAXIMUM,AND Ill: X CLOSET. ji��j� 608.5 CONTROLS.CONTROLS,FAUCETS,AND SHOWER SPRAY UNITS SHALL COMPLY WITH 309.4. X:! CHAPTE :..... CENTER ,­., :, . �:."� THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE :,:-X ,;:,�,: ,". ­� XX 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 Xo: ,.�, A BASE-TO-BASE SPACING OF 0.65 INCH(17 MM)MINIMUM,MEASURED BETWEEN THE MOST ADJACENT ,Xv 811.3 HEIGHT.STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN ****** ,.".,..., .,:� XX *.**".* �­ �,-,,,!,� 'I-, , ... I :::�: - -:,p. ,:­ I'll I.. ... !, .l. OF THE TOILET AREA. :1:1:1%� 604.9.3 HEIGHT.THE HEIGHT OF WATER CLOSETS SHALL BE 1 1 INCHES(280 MM)MINIMUM AND 17 ....., CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL OPPOSITE .,­. 702 FIRE ALARM SYSTEMS ,"1: DOMES ON A SQUARE GRID. �_ 308. ::::, .... " 11. .l. ;,�,;:: ::,::: , - I ... - ,- ...l.." RH SWEERS ARCHITECT ."'I'l . 1, ..I I - - __ - "."', ...;. X- :1 - - .. _­ ..... I I.- :%. .11 - g - THE SEAT 38 INCHES(965 MM) MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE SHOWER ."'..", .:.. 811.4 OPERABLE PARTS.OPERABLE PARTS SHALL COMPLY WITH 309. 36"MIt I fmia'i .�: .li­, INCHES(430 MM)MAXIMUM MEASURED TO THE TOP OF THE SEAT.SEATS SHALL NOT BE SPRUNG TO w : 702.1 GENERAL.FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE 1.11, . 54"MIN . 11. .:1 I ..x_ 11: .l...", :. �'�. i��i ..'.1 ,, 1�x I...11 16,24 .;:�.�.". I .11 ... . '..", !� ,:: I..", .11 _1 ..... v , . , ., 12"MAX -4 -12"MIN :'�'� .1,11 RETURN TO A LIFTED POSITION. 11- 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 I...., ,;I�l �, .:::: EMAIL: rhs@sweersarch.com �1:1 �...�. ......" X.: * ".. �:l ..,.­, f i !:O:,*.. IN I . I . X 42"MIN �*. 0, I, N ..1�1, ��: .1. il 11.1 .. . ...1.11. X ­��I ", .... 1� . - % *iiii 604.9.4 GRAB BARS.GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 604.5. .."', CENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING. CED STANDARDS"IN CHAPTER 1),EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF ..., 1. 1. I,X .l.I 'rl;Lx'-l�-,7-,.�_�, _19��- i ony... ..ir_liSCe_ ::::: :­.. ::� �. .: 1.111,11, 4-1 XX . , -, ; �:­ ,. � -1 I I % le .11. :./V I .111`1--�,� ""I'll ,%::: -3.2.1 OF NFPA 72(1999 EDITION) :::;: -02... 0 ::::: l.. .I � ­'­, -IN ­'. :...�, k .,�_" . -11N ELEMENTS 411 � 1.1, ��:: 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 TYPE SHOWER : AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4 - /E�i -i :;::: CHAPTER 9: BUILT I . 111.1 ��. ,� ::::; . 1*�:�; .11 %:: .,`_��_�6-_-�1�1__� .. F. =:3 - I D %_ - ��� 1�1:1.. 1".. � ..." . . �.I. .l., I.." SHALL HAVE A SOUND LEVEL NO MORE THAN 1 1 0 DB AT THE MIN IM LIM HEARING DISTANCE FROM THE :::: � 1 .M.: ":: ...., ::::: ::::: . I: ::: OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.2 AND 309.4 AND SHALL BE INSTALLED 36 lx� COMPARTMENTS,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE 1;I ......... �-� 1*� z � :�..... 11.1. X,:: ......... .. :�:� I...... X W ......... ...�; :-1 X I ..". .:,:.:.. HE ;:: 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 ::::: _'d ., ......... - I.I..... INCHES(915 MM)MAXIMUM ABOVE THE FINISH FLOOR.FLUSH CONTROLS SHALL BE LOCATED ON T : : . .... �:: XX ....l.... 901GENERAL � "' '%".... �ii�ji ::::: ­­tl -, ."...... . :� , :::::: .;:� ...: . TRANSFE .:���... 2 � ;:::: .......", xxx. . , - - .......... ::::: . .:.��' . ....:. 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 NFPA 72(1999 EDITION)OR SECTIONS 7.4 ::;:: ;... 901.1 SCOPE.THE PROVISIONS OF CHAPTER 9 SHALL APPLY WHERE REQUIRED BY CHAPTER 2 OR WHERE SIDE , ,.. 0 0 ..'....... ::::: �* :::::: ::::::::: .. ".." :, . I......". . .,..,.. - X:p.p. ".? ....... P1WRE-1 S-AND SPACING , THIS DRAWING PREPARED UNDER MY SUPERVISION,AND I : '.."....."', �i�!� COMPLYING WITH 604.8.2. ;:::: WALL ADJACENT TO THE SEAT WALL AND SHALL BE LOCATED 27 INCHES(685 MM)MAXIMUM FROM THE !,.*.:: AND 7.5 OF NFPA 72(2002 EDITION). ..'....... ..... .......... .... REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. ..... '........ % : .......... , ......... OF TWNCATED DO.ES X : T-4- ,;;::: ........l. 11 ..."... ::;:: .... :,�:! ........ .......... -1-1 ::::: DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, .. ..... ..... i �:.::;::; 604.9.6 DISPENSERS.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES ...:... SEAT WALL. 1-1 EXCEPTION:FIRE ALARM SYSTEMS IN MEDICAL CARE FACILITIES SHALL BE PERMITTED TO BE ....1. ::::: 902 DINING SURFACES AND WORK SURFACES . ::% ..,.., "I'll I.. ::::.: ..... I... -.111 '......" "Ill :], 705.1.3 CONTRAST.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT .... .... I'll Xp: .plXl: , I'll ,:,:;: ..... CONSTRUCTION ELEMENTS,SITE CONDITIONS, OR ANY I...... I ; .... :::;: (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. .. EXCEPTION: DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO I'll , -1. . I .. �..,* ­�:.: ::::: ..... 11.11 .,:,; ,,.... -'*'.**3.*�,'7�:��:i� F`iW��m.. " ... . .:.:.'.::: _� ..;:X I �;; WALKING SURFACES EITHER LIGHT-ON-DARK,OR DARK-ON-LIGHT. ......... . . .��*: ::1, ..... .... � ��EE�m��"*­-, . . . .. ......." TO THE CENTERLINE OF THE DISPENSER.THE OUTLET OF THE DISPENSER SHALL BE 14 INCHES(355 .p.p.:.p. TYPE SHOWERS WITHOUT SEATS,THE SHOWER HEAD AND OPERABLE PARTS CAN BE LOCATED ON .1.1 703 SIGNS :...::: DOCUMENTS WHICH DO NOT BEAR MY SIGNATURE AND ., ......." p "::,:; ........ ��::.:::: COMPLY WITH 902.4. ...:.. X.. 11:111:1., ....; ...... . -1 . ..... -:X ,.".... 705.2 PLATFORM EDGES.DETECTABLE WARNING SURFACES AT PLATFORM BOARDING EDGES SHALL BE 24 ..*Z� - ..... ,. , ....I . LIM AND 19 INCHES(485 MM)MAXIMUM ABOVE THE FINISH FLOOR.THERE SHALL BE A ..... ANY OF THE THREE WALLS OF THE SHOWER WITHOUT ADVERSELY AFFECTING ACCESSIBILITY. 703.1 GENERAL.SIGNS SHALL COMPLY WITH 703.WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE ­.. �;X FIGURE 604.51 SIDE WALL GRAB FIGURE 604.5.2 REAR WALL FIGURE 604.7 DISPENSER l,.,.',. MM)MINIM .,...,..l :.:.:.:,�, "."'.'. :X... ADVISORY 902.1 GENERAL. DINING SURFACES INCLUDE,BUT ARE NOT LIMITED TO,BARS,TABLES, SEAL. ........l. 1.111, I.... "... .1 I—, .... , ­.. LUNCH COUNTERS,AND BOOTHS.EXAMPLES OF WORK SURFACES INCLUDE WRITING SURFACES, ..... - I.... m �:;�� ..... I BAR ATWATER CLOSETS GRAB BAR AT WATER CLOSETS OUTLET LOCATION ,� .......... ..". I.... REQUIRED,EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS,OR TWO SEPARATE SIGNS, 1,,.. INCHES(610 MM)WIDE AND SHALL EXTEND THE FULL LENGTH OF THE PUBLIC USE AREAS OF THE ,�l: CLEARANCE OF 1 1/2 INCHES(38 MM)MINIMUM BELOW THE GRAB BAR.DISPENSERS SHALL NOT BE ........., '­. ".1".. ', .� .....1.1.1 ­.: I."... 11:1 :,::,% I—. - ......... . .... 1".. . ., I....., ::::�': -_- I.... .... X�,,,, .....1.11 - ­.,., VISUAL,AND ONE WITH TACTILE CHARACTERS,SHALL BE PROVIDED. PLATFORM. 1- `.11�'l . ....., ONE WITH :,::: 11- STUDY CARRELS,STUDENT LABORATORY STATIONS,BABY CHANGING AND OTHER TABLES OR I ..... , : 'X:, 11,11, 11.1 _ .1 OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 1 15"MAX CAN BE LOCATED ON ANY 27"MAX l 706 ASSISTIVE LISTENING SYSTEMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED I 1-11, �.... ::.:.. , - '�,:�: .... I'll , . 0: ­ �:;: :,:,::, .1 ,,:� :�::,; 703.2 RAISED CHARACTERS.RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED ::i,:,: I." ­_ ".- - I. 1 604.6 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.HAND �1_1 604.9.7 TOILET COMPARTMENTS.TOILET COMPARTMENTS SHALL COMPLY WITH 604.8. ...., SID WALL OF SHOWER K �X: : FIXTURES FOR PERSONAL GROOMING,COUPON COUNTERS,AND WHERE COVERED BY THE ABA .,,.., ::: ::X': ...I SEAL 11.1 1,11.11 44:...... :: � . :X :: :::: ,, ;l.. :X! WA � �::,!.:, IN BRAILLE COMPLYING WITH 703.3.RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH .;.:..:� REQUIREMENTS �.�.',: SCOPING PROVISIONS,EMPLOYEE WORK STATIONS. � . I'll -1 .:.. :�� 605 URINALS .... , 1% ""I', � , LL COMPLY WITH 309.FLUSH CONTROLS SHALL BE LOCATED ON THE �... ,x; N �� .�.. N ... I ­ "I'll ��.�..;..p -REFER TO ACCESSIBILl STANDARDS FOR .� I :, ,� .'..... %, OPERATED FLUSH CONTROLS SHA I'll .::;: , -, ,:,!:,: . 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES TY I-- I.. : ::��::i��:", . '.. _ , I.I. 703.4. ......, : ­', ;!; 1� : ll� : .'�l .1. I... FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A �... :: . , :: :":� :::;, 605.1 GENERAL.URINALS SHALL COMPLY WITH 605. 11 'Il...... q� ::::: . .. ..., I �1,1*,�' ..�_ I'�,:,; ....I : .. 902.2 CLEAR . ::::: . : .... --i: . ,- 'I'll .1... d., "I.,,., `� .1.1,, I..11 .. ;11111 I I .1.1 ... - .'........ .. .:�:::::: , / �.: ....1� /:::*. :�,, I'll, V'...., I OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS ;: , .... .,.,. I .1 11 .e ......, DETAILED REQUIREMENTS ,�ff: -1.1. ,. . :: �'l . 1.1 ­',, ".: ,� I'll. 11. ­�.,' : 1�1 .."....", 11.1 I'll, ADVISORY 703.2 RAISED CHARACTERS.SIGNS THAT ARE DESIGNED TO BE READ BY TOUCH .1.1.1.1 "....., .,.., 1­1� I ....l..., �,!:,: 11 _. . ..1. 1. 111. FORWARD APPROACH SHALL BE PROVIDED.KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE ,,: .. I.: .. �*ii: , .;,�.:, ADVISORY 605.1 GENERAL.STALL-TYPE URINALS PROVIDE GREATER ACCESSIBILITY FOR A .".., ... .: -S ...... .... ..� , I..., ::::: :;::: - I 11.1 111. , . .. 1, - COMPLYING WITH 604.8.2. ­­. - ,I. �c �...D 11.1 '..",l 708 TWO-WAY COMMUNICATION SYSTEMS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED ::::: 111.1 I'll, ::.::; ­ 'i , SHOULD NOT HAVE SHARP OR ABRASIVE EDGES. ..... .. PROVIDED. - I - I'll, I ,- I " .1 I'll, '11. ,..." I ;:::; ­.- "" . 'I'll ­�l 1.1,11, � ., I'll D THE , BROADER RANGE OF PERSONS,INCLUDING PEOPLE OF SHORT STATURE. �%l . ... ��. .: " ,�:,: ENTS A 1".. !�. � I I .111, :::;: ­ .; � -x. .: � I'll I I...I � REQUIREM I'll .. �.� ­ ...11 lr� ADVISORY 604.6 FLUSH CONTROLS.IF PLUMBING VALVES ARE LOCATED DIRECTLY BEHIN ........, -11, " � 703.2.1 DEPTH.RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. ", 11.1. :::... 'I'll I... -1 : .1.11. 902.3 HEIGHT.THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES(710 MM)MINIMUM ... ....... V_ ` 1 2 � ....I ... 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 1-1 Z � �.. 2 1 ­ ::., ..... TOILET SEAT,FLUSH VALVES ........, I .: - I I'� '....... ­ . - ::: �� 703.2.2 CASE.CHARACTERS SHALL BE UPPERCASE. _,; X.:�: -7--1 ..I .. :,;:;: , ..... .� . ..... �:­ ::: LANCE,THE ..... 17 INCHES(430 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.URINALS SHALL BE 13 112 ,.� ... �E w I AND 34 INCHES(865 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. ,-,.I,) , A PERSON LEANS BACK AGAINST THEM.TO PREVENT CAUSING INJURY OR IMBA e :::� I - ,to ��ii " !� ,Z .: .111. �" - , ..- \ -_ -1 - :::: .,.:],:� - ... ..�: ,: 703.2.3 STYLE.CHARACTERS SHALL BE SANS SERIF.CHARACTERS SHALL NOT BE ITALIC,OBLIQUE,SCRIPT, :..X� .: X:� 902.4 DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE.ACCESSIBLE DINING SURFACES AND ��� ... m -�� ,: Lz� , � � �* ::::: ­ %e� ;;;� ,� ,.�:. I I . �l ... ,:, - �� ... :::; ...... .". . �... . , ....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 ;;;; ��� _��I- .XI: 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. ,..' .. ( ) ...11, ::;: : ��­ v ::;:: . ,...,., �.... .::,: ", ::.:: �� ....:.... ::::: - THE LOCAL AUTHORITY HAVING JURISDICTION,PROVIDE A TOILET SEAT LID. . .... 11 "4 ,*, BACK OF THE FIXTURE. . .. 1. ,.".... :p:p :::�� s o,__� - .. � -... ��,:-� -,� " p:p: �.:. 703.2.4 CHARACTER PROPORTIONS.CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH ........., Xl.� EXCEPTION:DINING SURFACES AND WORK SURFACES THAT ARE USED PRIMARILY BY CHILDREN 5 p::p .. . ­­ ........, �. .1.1�1. . �� - �.-f,. .....,., . ��:.:.,. �....... 1�1:.;: :X: I ,'�� .... - ;�X: .-l""'m.....1-1.1......_ . ..;.. . ...1.1,. ........, �X 604.7 DISPENSERS.TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES(180 71. K. W x�W"�..,"�'I _� ., 1� .... � ........ ..,...�... 801 GENERAL ::,�� .....'... .... I., XX ::::: .. ,.,", OF THE UPPERCASE LETTER"O"IS 55 PERCENT MINIMUM AND 1 10 PERCENT MAXIMUM OF THE HEIGHT .......... !::;I YEARS AND YOUNGER SHALL NOT BE REQUIRED TO COMPLY WITH 902.4 WHERE A CLEAR FLOOR OR 0 . . *`.- ' 1/2"MIN 1. ..".., .l..'..., M) MINIMUM AND 9 INCHES(230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE /2"MIN ­... ..,... ,....... XX , r131 3 I......... ­.. % "I ".....'.. ..."'., ­... 111.1 I.....,.. . ,,'... XX f� ­.... 1,,, I...... 801.1 SCOPE.THE PROVISIONS OF CHAPTER 8 SHALL APPLY WHERE REQUIRED BY CHAPTER 2 OR WHERE .11, M :;;:: ., ..,,.. OF THE UPPERCASE LETTER"I". I....... I'll, ....I '..., I'll ,......... ,".... ..,.,.,. "I., GROUND SPACE COMPLYING WITH 305 POSITIONED FOR A PARALLEL APPROACH IS PROVIDED. .... I.... .;�.:.:.: ��' I....... FIGURE 608.5.1 TRANSFER (a)WITHOUT SEAT (b)WITH SEAT '..., 11 �p VERLAf P K, KS .,�. __ ....I "I ,�, ::::: 1�" v ­-, : I—. REFERENCED BY A REQUIREMENT IN THIS DOCUMENT. %­ . ..... ..... ..... - CENTERLINE OF THE DISPENSER.THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES(380 MM) ..... ool F Lool ..!.. ­­. 703.2.5 CHARACTER HEIGHT.CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE I...... I'll, 902.4.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR :1�11 " .....'.., �11 TYPE SHOWER "I... I.... ,, ..... . .4 1 ­�, 1-11 ..... ... ; I..". .:­ . ��_ .::: :,:::; ADVISORY 801.1 SCOPE.FACILITIES COVERED BY THESE REQUIREMENTS ARE ALSO SUBJECT TO I-, I.... ­­ ...V, - COMPARTMENT CONTROL FIGURE 608.5,2 STANDARD ROLL-IN TYPE CHARACTER SHALL BE 5/8 INCH(16 MM)MINIMUM AND 2 INCHES(51 MM)MAXIMUM BASED ON THE XXX .11, FORWARD APPROACH SHALL BE PROVIDED.KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE ( MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED .1 � I :; 11 I:!) ­%, I'll BEHIND GRAB BARS.DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES ..��l : ­ .:: Ix,I ­� I � ­� : ­ ,��,:�: _::: THE REQUIREMENTS OF THE OTHER CHAPTERS.FOR EXAMPLE,806 ADDRESSES GUEST ROOMS IN ,�,: I ­ : �,..,I ,1111 LOCATION SHOWER COMPARTMENT CONTROL LOCATION �:X:, HEIGHT OF THE UPPERCASE LETTER"I". ��;!, - PROVIDED,EXCEPT THAT KNEE CLEARANCE 24 INCHES(610 MM)MINIMUM ABOVE THE FINISH FLOOR OR .... :�:�,. ­',', 1.1.11.1.1 -F: NOT ALLOW CONTINUOUS PAPER FLOW. ....,..,.., : %;.11 �%:, I—; .... -1 ..*,-�,:. ;.:� :Xw EXCEPTION:WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ,,..." TRANSIENT LODGING FACILITIES WHILE 902 CONTAINS THE TECHNICAL SPECIFICATIONS FOR ,;:% - :;�� _v, ,"..." .,., ,� . I......" � GROUND SHALL BE PERMITTED. ,. :: ,.,.,.,. .., :: I :X: I�1.1'1 I."..... �� ,.: ...,... �.. *� ADVISORY 604.7 DISPENSERS.IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE �:... _11 ,..." F �,:,: . :%: 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) I...I DINING SURFACES.IF A TRANSIENT LODGING FACILITY CONTAINS A RESTAURANT,THE -***: ... �x, I.... ._­ 902.4.2 HEIGHT.THE TOPS OF TABLES AND COUNTERS SHALL BE 26 INCHES(660 MM) MINIMUM AND 30 INCHES �,.;, ::;:: ,".,. I—. ­: �.:� I.... ...� WALL GRAB BAR,THE OUTL ::: ... ._ .."'... _11� .X: " 0. MINIMUM. I...I RESTAURANT MUST COMPLY WITH REQUIREMENTS IN OTHER CHAPTERS SUCH AS THOSE .�� I... ET OF THE TOILET PAPER DISPENSER MUST BE 48 INCHES(1220 MM) , � ;;::: COMPARTMENTS,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ABOVE THE .... ,. - I......". 1�11 I..... :�,* (760 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. ,.., MAXIMUM ABOVE THE FINISH FLOOR AND THE TOP OF THE GRIPPING SURFACE OF THE GRAB BAR :::�, ......... ­ -.1 ...�, I........, .11, I... I..", I..... 11- ..I .1 XX . ,........, GRAB BAR,BUT NO HIGHER THAN 48 INCHES(1220 MM)ABOVE THE SHOWER FLOOR.WHERE A SEAT IS ....", -..e., APPLICABLE TO CERTAIN DINING SURFACES. Z- :::: . � _...... �. �­ 903 BENCHES I.... ..... ::: .1. .1... I'll .. -.1 . .l...l. ., .."', . ,....., vll 1%.. 11 -11 1. ., MUST BE 33 INCHES(840 MM)MINIMUM AND 36 INCHES(915 MM)MAXIMUM ABOVE THE FINISH 'XII :1 ...." - .11, .1 ­,:, ... ".11 - I.- - ,:::�, � - PROVIDED,THE CONTROLS,FAUCETS,AND SHOWER SPRAY UNIT SHALL BE LOCATED ON THE SIDE :; - 802 WHEELCHAIR SPACES,COMPANION SEATS,AND DESIGNATED AISLE SEATS .."," FLOOR OR GROUND SPACE.CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE -1 . ... I ...x ­ *:.*,*,*� I'll 1:1:1,1,�. . ,.,, 903.2 CLEAR . ` ,;. 1-v ".1.1, I... .. I "'' - :�;� �,, - ­. - :;; ... FLOOR. �.... ..,, WALL ADJACENT TO THE SEAT 27 INCHES(685 MM)MAXIMUM FROM THE SIDE WALL BEHIND THE SEAT � I- 802.1 WHEELCHAIR SPACES.WHEELCHAIR SPACES SHALL COMPLY WITH 802.1. 1:�:,: .1.1 .......... (a)WALL HUNG (b)STALL TYPE !:;:.: .1,1. :.... PROVIDED AND SHALL BE POSITIONED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS . .... :::, ­�:: ....p ....I I I.. �:�' ... ...�. ..... .... ........., X; L -.1 .. .I ..... �.;lv * ......... , OF THE BENCH. 60.8 TOILET COMPARTMENTS.WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE ........., ".." 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 SHAL .....'..., TYPE 1%.. .­ I......" ....... - ­.. ..... I.... 11.1 .. .... ......., - .- . :po: I I ...�l - 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, 111.1 :.:.:.;.;. COMPLY WITH 302.CHANGES IN LEVEL ARE NOT PERMITTED. : . .....- I..... 1.11 ,..I 11... .1.1. !�i!:! 903.3 SIZE.BENCHES SHALL HAVE SEATS THAT ARE 42 INCHES(1 065 MM)LONG M INIMUM AND 20 INCHES(51 0 1... ­ ..... . - I.- . I ...1. FIXTURE SHALL COMPLY WITH 603.AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH ;.- FIGURE 605.2 HEIGHT AND DEPTH OF URINALS ..... :�_,. ........., EXCEPTION:SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. . PROJECT NO.: 343-590 ..., %,.,. AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL FARTHEST FROM THE ���'. '. I...... ......... .........: I...... I........ ��li��� MM)DEEP MINIMUM AND 24 INCHES(610 MM)DEEP MAXIMUM. .. I.... I 11 ��­ I *.;� ...l...1.1 ., .... ..... I ... , , .l. M 11*': 903.4 BACK SUPPORT.THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. 604.8.2 AND 604.8.3. �:i;i:�i 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 DRAWN BY: KW/KK . 1".. �% ........, ., .-- I'll .:�Z ..l...l. "."'. .: �l� ,,­ ". I'll :�,. ......l., I'll, MPARTMENTS SHALL 11 FOR FORWARD APPROACH SHALL BE PROVIDED. 'I'll ..... :::: 60.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS.WHEELCHAIR ACCESSIBLE CO :� ­ 1� ADJACENT WHEELCHAIR SPACES ARE PROVIDED,EACH WHEELCHAIR SPACE SHALL BE 33 INCHES(840 ��:�iii�i I—. ,., ........., BACK SUPPORT SHALL BE 42 INCHES(1065 MM)LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 ..... XXX I. "56'MAX ,. FIGURE 703.2.5 HEIGHT OF RAISED CHARACTER,' . CHECKED BY: HN I'll, "�1. .... 11.11 ,�,:. I.,.... ::: , ...11 ..... '.",, COMPLY WITH 604.8.1. �ii�! 605.4 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.HAND �� ­�� ..1.1.1.1 MM)WIDE MINIMUM. "". I'll, /27"MAX � x::�. '....... ::::: .. .1�1 ......... --:1 .-I'l INCHES(51 MM)MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES(455 MM)MINIMUM ABOVE THE 1.11, .:... -.1.1 , , ::: ll�*, ­ ..... I., : "'I"', ..�..., 703.2.6 STROKE THICKNESS.STROKE THICKNESS OF THE UPPERCASE LETTER IT SHALL BE 15 PERCENT . 11" ::,;:,:,:: ....� - 1 802.1.3 DEPTH.WHERE A WHEELCHAIR SPACE CAN BE ENTERED FROM THE FRONT OR REAR,THE .1,11, SEAT SURFACE.BACK SUPPORT SHALL BE 2 1/2 INCHES(64 MM)MAXIMUM FROM THE REAR EDGE OF THE 6(4.8.1.1 SIZE.WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES(1525 MM)WIDE MINIMUM ::.:: OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309. :;:::; 10 ::::: :�, ­.": ,I . ,. . ....�. ..". . -.1 - "."I'l INIMUM FOR WALL XXXI .:V:: s : 1, .I - 1% ..,...�l MAXIMUM OF THE HEIGHT OF THE CHARACTER. li�i;!!! WHEELCHAIR SPACE SHALL BE 48 INCHES(1220 MM)DEEP MINIMUM.WHERE A WHEELCHAIR SPACE CAN "'I'v , , ,..:, ., :�::: ...". XN 606 LAVATORIES AND SINKS XXI., ­..�... .'',", .:, 1� "ll.... -LOSEST 1�'!i: BE ENTERED ONLY FROM THE SIDE,THE WHEELCHAIR SPACE SHALL BE 60 INCHES(1525 MM)DEEP ......'. SEAT MEASURED HORIZONTALLY. MEASURED PERPENDICULAR TO THE SIDE WALL,AND 56 INCHES(1420 MM) DEEP M I'll , ,x:` :." - '' . �, , .. X.- .:­ : I .... . 1. I'll ­ ..... ...,., ... I ,"'I'l ::..�..:,, ,.,: .� I : .11, ,.....� TBE ..;.:." . � 1, .......', 703.2.7 CHARACTER SPACING.CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO( �-lll ,. X: ..."', ­__ .,:.- - , , 1��:::,.,.�::: .. ::: '.. ,. , ­ " - ...1. ..,..,. ..... I .- ADVISORY 903.4 BACK SUPPORT.TO ASSIST IN TRANSFERRING TO THE BENCH,CONSIDER 11.11 I :..,.. ........ ...... .. �l .,.,.,., .... I ...: .,.- HUNG WATER CLOSETS AND 59 INCHES(1500 MM)DEEP MINIMUM FOR FLOOR MOUNTED WATER 11.11 ADVISORY 606.1 GENERAL.IF SOAP AND TOWEL DISPENSERS ARE PROVIDED,THEY MUS ..". ....". ".­...,,-,.-,��: 11, . .l...... HERE I .", ..... , , �, .l.. �� 1-1, p . -1.1 1... I ,::::��:::�,::::: ,, :; . X1.1 I— ..... : :m, 1.��: ...�. PROVIDING GRAB BARS ON A WALL ADJACENT TO THE BENCH,BUT NOT ON THE SEAT BACK.IF CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.WHEELCHAIR ACCESSIBLE ­.­ LOCATED WITHIN THE REACH RANGES SPECIFIED IN 308.LOCATE SOAP AND TOWEL ...., c, POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE,EXCLUDING WORD SPACES.W MINIMUM, - .;... - ..;­ "I .....� _­ - , 1:,: �, ::: : I ::::. . . -, ,:,: � ��!��i CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED 802.1.4 APPROACH.WHEELCHAIR SPACES SHALL ADJOIN ACCESSIBLE ROUTES.ACCESSIBLE ROUTES .1 I... : ��11_ .....1, , .. COMPARTMENTS FOR CHILDREN'S USE SHALL BE 60 INCHES(1525 MM)WIDE MINIMUM MEASURED -11 DISPENSERS SO THAT THEY ARE CONVENIENTLY USABLE BY A PERSON AT THE ACCESSIBLE ..:,:,: I. K WALL � .11. PROVIDED,GRAB BARS CANNOT OBSTRUCT TRANSFER TO THE BENCH. ��_ :�: � : SIDE ..... �"%,� .:::� . : ?I. .,.::.:, I:— ..... ­ ­ . ., . I.... ,;; 15. � ��:::, �_� ,::�::: 1� ::::: : WALL ::: , I.,**,., PERPENDICULAR TO THE SIDE WALL,AND 59 INCHES(1500 MM)DEEP MINIMUM FOR WALL HUNG AND ��11 2 CHARACTERS SHALL BE 1/8 INCH(3.2 MM)MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE ... SHALL NOT OVERLAP WHEELCHAIR SPACES. :�:� I :�:: ,:".' . vv.... LAVATORY. �%x * I I 1.11.1.1 '­ - ?� - I., I ,� vvv %X, ... w ,,::: ,.", I, .111.1 w ; "Ill., -1. - , �..-. ".1 I -� .X �11_ ... WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. .`� f� WIDTH MAXIMUM.WHERE CHARACTERS HAVE OTHER CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL ADVISORY 802.1.4 APPROACH.BECAUSE ACCESSIBLE ROUTES SERVING WHEELCHAIR SPACES :..... ::::: - � . - ., .. ,�l - ... %.l.: ­�"., I ,. FLOOR MOUNTED ,.".... 606.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305,POSITIONED FOR A .1 . ,.,.:.,: 1.111, *._: z I.." ,.,.� ,_l ". 11 . �� .11. ,:. ,0 � 1­� , . :...: :: 11 ACCESS ADVISORY -�::::: FORWARD APPROACH,AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. :.-- � 7 '� �.: 111.1 RAISED C , �::.**.* 2 "... - '� HARACTERS 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, ,. , .... ,. 604.8.1.1 SIZE.THE MINIMUM SPACE REQUIRED IN TOILET COMPARTMENTS IS .1 x ­­ :.. .��I ��.i. I. X:., ­­ �-.1 - 1 . I ..- . � ­­ , . .: .. �.�,:; -1 ,!­ :��!��i�: :: " .. STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS,AND 1/8 INCH(3.2 MM)MINIMUM AND � ..;.,. I. . I.- �.`l 2 - . i ,��: .11, w PROVIDED SO THAT A PERSON USING A WHEELCHAIR CAN MANEUVER INTO POSITION AT THE EXCEPTIONS: ......., *.il: �' I TO ANY WHEELCHAIR SPACE CANNOT BE THROUGH ANOTHER WHEELCHAIR SPACE. 11 11 : . :: ;Z, 1.11" ��:x I I ,I �]:$� p., s . 11 -. __s Z11 "I'll" 2 1/2"MAX . I �. ,- 802.1.5 OVERLAP.WHEELCHAIR SPACES SHALL NOT OVERLAP CIRCULATION PATHS. ,.� : ...... ... . : .:x .1 I I: ......, ­*.. ��,_ ,"I'l ­ ... WATER CLOSET.THIS SPACE CANNOT BE OBSTRUCTED BY BABY CHANGING TABLES OR OTHER M IN A %;,: 1�__ ��,� ., � -M;1�111111'� 0.*-, I% 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. 1,� N . .. 1:11 1. A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO A KITCHEN SINK . M . lki�,.;*-_ ­ - I, .�%,� - ;;, _:.F. ..... .....I ll�� � � , :: -- R CONVENIENCES,EXCEPT AS SPECIFIED AT 604.3.2(OVERLAP).IF TOILET ,�.,:: .::;:: ;.�, 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 ficc FIXTURES 0 ��:� SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS. �, ,:::: ::pl - 111.1 I.... . , __ � ��­ I..., i!�i�� (a)WITH SEAT (b)WITH SEAT ,.- ,��: -w- ,1, ­ � . , �: I v, �:�: -X: .1.1", MM)MINIMUM. ;,: AISLE WIDTH REQUIRED BY APPLICABLE BUILDING OR LIFE SAFETY CODES FOR THE SPECIFIC ,", X; �::_ ::::: ��::: 1 � (ELEVATION) (El EVATION) I'll .11 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 I . , .... I'll �_r-------) ,:,::: ...� p: 11.11, ... I'll ­ :;:: ., ...", :.:.:.:., 111. I-$ - NED TO EXCEED THE MINIMUM SPACE ..".... ,:;:;::: 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 �.�: ........, :,..,::: ::::: . THE WATER CLOSET,THEY MUST BE DESIG V...... ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT %...". ,;�... :;::: ­. ..... , .1 .... ;l ::::: ..I - ,. �­� ..... -... RAISED , REQUIRED AISLE WIDTH,THE WHEELCHAIR SPACE MAY INTRUDE INTO THAT PORTION OF THE -....:� I.... BACKWALL BACK WALL . WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE REQUIREMENTS.CONVENIENCE FIXTURES SUCH AS BABY CHANGING TABLES MUST ALSO BE ..... �Z� ,:;: �...,.. � ...... ��!:: ;:;:: '......., ..... .... BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 306. I'll, 11, .... ... ..... ­;.., .: I I..... " , . 1* . ­..... �?M���,�-10*� ��..,*.,.. 3$i"I" ..�,�:����:�:���:..,.�:���,�.,,. :.:.:.: ,......., .'. . , "Ill .."....., ..!. �� .. ::::: CHARACTER HEIGHT. ".'..." CIRCULATION PATH THAT IS PROVIDED IN EXCESS OF THE REQUIRED AISLE WIDTH. 'I., I ­:� -1 . _� z ::: ....,,, � . ..."I ..,,., ': : : v I-I _- ii�,.i: \Z =�=v f:.". SIDE 111:.;., I.I.I... 777-777 7�* 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 - =v .... .: 17M7 7". --� PKMM?;'*� :,�:: - . ...z ::::: ; �::: COMPARTMENTS THAT ARE DESIGNED TO MEET,AND NOT EXCEED,THE MINIMUM SPACE :::,: .�, : K... ,...... 703.3 BRAILLE-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 1.11, 802.2 LINES OF SIGHT.LINES OF SIGHT TO THE SCREEN,PERFORMANCE AREA,OR PLAYING FIELD FOR � - -, . .'I. 1. I—. �:�.� . 1.11 , . ,::;: KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: I'll, WAL WALL WALL.?. `,�`. WALL ...... -v. -, I I �::� .1111, I I , I....... ..; :��:i .. '.... .1 11 . �" :::1., :.. � 703.4 INSTALLATION HEIGHT AND LOCATION.SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH : SPECTATORS IN WHEELCHAIR SPACES SHALL COMPLY WITH 802.2. .... ,�: F." I.....". .,::;; (a) (b) Aaw-- ��;:: ­­," ,::,::, ��.. I � � ,.,..... 11:111,11, 1"'.., .... .... - REQUIREMENTS MAY NOT PROVIDE ADEQUATE SPACE FOR MANEUVERING INTO POSITION AT A � ;1/11. .... - �11�1 '' 703.4. 802.2.1 LINES OF SIGHT OVER SEATED SPECTATORS.WHERE SPECTATORS ARE EXPECTED TO REMAIN FIGURE 903.4 BENCH BACK SUPPORT -, (A) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE :: :�::: I ,:::;� ,"'.1 . ::::� ::... .. :��::: I'l- GING TABLE. ::::: X�; yl� I I i?�. '.I ::::: ".1.1 ,I 111.1 1:. �1,1:11 � "I,:.X, 'vv, . ..... ..... .,� ...l... ' ' 703.4.1 HEIG SEATED DURING EVENTS,SPECTATORS IN WHEELCHAIR SPACES SHALL BE AFFORDED LINES OF SIGHT �­ I BABY CHAN L I.....,.. FIXTURE; :;::: . " : . 1�. ;:-. HT ABOVE FINISH FLOOR OR GROUND.TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED .1.11 ::.:: ... I . $ .. ".l..'. 1:: . . � :: :;::: x ,...., ::::: . I., I .... . . I."..,. (B) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND ::::: - . �� ".: ......, 1 .l...1.1 :11'. ..: � ,.,:.: ..:;:: .. I—. .. . ........., �� . : ;., . ... . .... ..­ ,...., ::::: ,. ........ ........ � 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 � ­11I.-I.-I.I.-.11.1 ,,.., ,X: ......... I.., .... :p:p � . ..;.., ... , ,"': :::�� s :::..... .... .. s I - 11 ;:;" (C) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. ::p: . .,*_7� / � ......,. .. __ ....., .;. : : .l....... � .,:*,* ....... ,X: XX I......... ,,!,� BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES(1525 MM)MAXIMUM ABOVE THE FINISH 802.2.1.1 11 XX :::: I'll, ::::::: ' .�.:�� (485 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. .1 � . . : 4. A KNEE CLEARANCE OF 24 INCHES(610 MM)MINIMUM ABOVE THE FINISH FLOOR OR GROUND ........ FRONT FRONT I- I-. . :::�: ...I .:;I ."'., - ..,­.. _1� :: ­.... - .. ., , Xo: '.. WALL WALL FLOOR OR GROUND SURFACE,MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. ,: , HEADS OF SPECTATORS SEATED IN THE FIRST ROW IN FRONT OF THEIR SEATS,SPECTATORS SEATED IN 1. X:: :::: ­-, XX ;..: 11 . .. , , I .111 .... -1 .­,, 0 I.." SHALL BE PERMITTED AT LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 6 THROUGH ��,�.: ­�l l:.;lX, I- 903.6 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED -1-1 Yx� 1, EXCEPTION:TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO WHEELCHAIR SPACES SHALL BE AFFORDED LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS I'— .111, : I��: ,:::: ll�­ 1.11 ".1-1 ;:::! I'll . x, _-, 12 YEARS WHERE THE RIM OR COUNTER SURFACE IS 31 INCHES(785 MM)MAXIMUM ABOVE ,�,x, (c)WITHOUT SEAT (d)WITH SEAT(PLAN) "I I......,:, � WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1 112 N) IS APPLIED AT ANY POINT ON THE SEAT, - 1� ­ . ..... 111 ..... ... � ­­ I PLY WITH 703.4.1. IN THE FIRST ROW IN FRONT OF WHEELCHAIR SPACES. 11 'I'll ��::� �!� ...,.,. -1 i� z .. .;� COM ........., ­ . �.;� .., ., ......".. ,,, I. I.... X� I v", : ..... ,�� I'll, I - x� ,� .l....., � � 0 .. vvv THE FINISH FLOOR OR GROUND. ll� (PLAN) K FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. � .. -1. ::.:.. ..... :::::: . :%F; .­. ...::: ...... 803 DRESSING,FITTING,AND LOCKER ROOMS : - - . ,... - = ..� ..' :­ ;:::: l."..l. !":�;�: 0 . .1 ­:;" 5. A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE PERMITTED TO LAVATORIES AND .11. ;:::: _ I...- : 903.7 WET LOCATIONS.WHERE INSTALLED IN WET LOCATIONS,THE SURFACE OF THE SEAT SHALL BE SLIP . M - : .1.1.1.1 FIGURE 608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION " ,:e q ,�::: . . -5.- ....I - .. w . m . : o; .l...., ::::: - , :,:�X ADVISORY 803.1 GENERAL.PARTITIONS AND DOORS SHOULD BE DESIGNED TO ENSURE PEOPLE �::�� . :,::::: ..,.., :.:.:.:.:, :.:.:.:.: RESISTANT AND SHALL NOT ACCUMULATE WATER. I . ........, ..... ..... ,� ..".".. -, I—. � ".. 1�. ::::: SINKS USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER. ::;:: lz \� - .", .1 . I ;�:X ,;"., ::::: :,", USING ACCESSIBLE DRESSING AND FITTING ROOMS PRIVACY EQUIVALENT TO THAT AFFORDED , I .: !:::� ......, ­. . ­� ....I � I . � ol',::,; ::;:::;::: �.,�:, '......, -OUT A SLES AND SALES �. . 6. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE ::::: , � . ::::: . 904 CHECK C COUNTERS .: :!�: ....;, '11�fi -\ OTHER USERS OF THE FACILITY,SECTION 903.5 REQUIRES DRESSING ROOM BENCH SEATS TO BE ..."'... . ;:� 608.6 SHOWER SPRAY UNIT AND WATER.A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES(1500 MM)LONG .�.. .11. . . ::::: :: :::::::: " :::�: p .. ::::: .p: ..... , ,,,, -OUT AISLES AND SALES AND SERVICE COUNTERS SHALL COMPLY WITH THE . 11- ,� AREA OR.-I :�:, ,....." p :... j._l.........__ �. .,,'l 904.1 GENERAL.CHECK : 'Ill .."'I"', : . INSTALLED SO THAT THEY ARE AT THE SAME HEIGHT AS A TYPICAL WHEELCHAIR SEAT,17 INCHES ....I ...."ll ::: .::::: I , ,.� ,",, ..". " CLEARANCES. : MINIMUM THAT CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A HAND-HELD SHOWER i , :X - I'll, s - ...�. I—— ".. . ", .111 1: /,- \ , I 111.1 APPLICABLE REQUIREMENTS OF 904. : I, .1.111 ::.:,;, ...:. , "I ..... ..I � 1.1.11, � ..!-� :�,, - s ".- 7. NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE ­ ::::...: , .. ., . - i , ..... I ��:: - . - v , I— ".."'. SHALL BE PROVIDED.THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A f : 1 (430 MM)TO 19 INCHES(485 MM).HOWEVER,WHEELCHAIR SEATS CAN BE LOWER THAN DRESSING :;... I'll .. V_ **** . M-11)). � �l ­ : -1 �::: ,: : ­­ ,: I . I . I—, I �_ :,:, . "I'll AND TOE CLEARANCE COMPLYING WITH 306. ,_.: THE :1 1-1-.--,/ \ . �,��,, :;,:. 904.2 APPROACH.ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 904 SHALL BE LOCATED I : "I'll" NON-POSITIVE SHUT-OFF.IF AN ADJUSTABLE-H EIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, : : �., ROOM BENCHES FOR PEOPLE OF SHORT STATURE OR CHILDREN USING WHEELCHAIRS. , .... ; , -v ­� : 111.1 ...�. *�Zll .., ­ AIIIIIIIIII. ;, vv- ­­ .. :: � / : ­ !i��� ADJACENT TO A WALKING SURFACE COMPLYING WITH 403. d .. ., : . I :.." , : - .1.1 .,,"', 606.3 HEIGHT.LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE �f��ii�: - ! - 1. 1%. I .1.11 .."'." :1, ..... : t 11 I .. 11 V'.," - BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS.SHOWER SPRAY UNITS M :::.:; 803.2 TURNING SPACE.TURNING SPACE COMPLYING WITH 304 SHALL BE PROVIDED WITHIN THE ROOM. :pp: ,. ;! I ll,�� ...., --I',- -, �:� � AM . I... -.�: - -­­ , - , . .111:1 � �, : c ;::: .:��; ADVISORY 904.2 APPROACH.IF A CASH REGISTER IS PROVIDED AT THE SALES OR SERVICE COUNTER, I I �. I... ;%: .... .... ­ ** �, V..." 803.3 DOOR SWING.DOORS SHALL NOT SWING INTO THE ROOM UNLESS A CLEAR FLOOR OR GROUND ;'__ I I , :; 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-1� - , ,D � 1. .. :::::;: I.. .. -: I..". ::::: I . ;� ..... - -1 ::�: I . .I EXCEPTIONS: ;:::: I p... , - : ,.. 11 :�:i�!�!]! :;:�� EXCEPTION:A FIXED SHOWER HEAD LOCATED AT 48 INCHES(1220 MM)MAXIMUM ABOVE THE -11 . ...'.... ::::: LOCATE THE ACCESSIBLE COUNTER CLOSE TO THE CASH REGISTER SO THAT A PERSON USING A .I ...V. .1 :X �.."..., :�.: :..."". SPACE COMPLYING WITH 305.3 IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. ;.:.:.:.: I— 11 .:::; - : ...11 I ...I. 1.11 WHEELCHAIR IS VISIBLE TO SALES OR SERVICE PERSONNEL AND TO MINIMIZE THE REACH FOR A . 1.11 ::::: I :: ..... "..:111 ::::: ...., I :�::::: 1. A LAVATORY IN A TOILET OR BATHING FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY ILITIES :��� : ... 803.4 BENCHES.A BENCH COMPLYING WITH 903 SHALL BE PROVIDED WITHIN THE ROOM. . �: ..'....... SHOWER FINISH FLOOR SHALL BE PERMITTED INSTEAD OF A HAND-HELD SPRAY UNIT IN FAC .�:�::� : .. , ll�,,, , - ... : , ....I ::::: .. ­.­.. :*_ ; .... , �l ........., ..::: : "',v 1. ..... ::::: ..... ;:::� -1.1. 60"MIN R .1 60"MIN - THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL NOT BE .......:. :::: ,I .....:........I - ".., ::::: PERSON WITH A DISABILITY. � t 1# *:, ., THAT ARE NOT MEDICAL CARE FACILITIES,LONG-TERM CARE FACILITIES,TRANSIENT LODGING ­:: ::- ......... 1..': :.:.:.:::, ::::: I ,;:; 803.5 COAT HOOKS AND SHELVES.COAT HOOKS PROVIDED WITHIN THE ROOM SHALL BE LOCATED WITHIN � ...... 1 7� / .,,,: ::::::::; ::::: ­',�; ;:::: . ,�� ....:: ::�:: :::::: ;:::: 904.3 CHECK-OUT AISLES.CHECK-OUT AISLES SHALL COMPLY WITH 904.3. 11 7 le, ..:: REQUIRED TO COMPLY WITH 606.3. 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 ......., XXX .......... ........ - .... . (a)ADULT WALL HUNG WATER (b)ADULT FLOOR MOUNTED :.,.,p..; 2. IN RESIDENTIAL DWELLING UNIT KITCHENS,SINKS THAT ARE ADJUSTABLE TO VARIABLE ".....l. :::,.,., ,:.:::: ::::: I. ::: "....... :,::: .:;: ... 1 904.3.1 AISLE.AISLES SHALL COMPLY WITH 403. . .... ::;:: ;�: ,. 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. :F�:::,: V::: ::::: CLOSET WATER CLOSET AND �..l ,.,....., ,::: CHARACTERS ABOVE FINISH FLOOR OR GROUND . ......... � . .... :::: l;.l.l.. ���� .1 .l. ..... I........ ;:: ;:::: ::::: M,SHALL BE 1%e ::p: 904.3.2 COUNTER.THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES(965 MM)MAXIMUM ABOVE THE ".." HEIGHTS,29 INCHES(735 MM) MINIMUM AND 36 INCHES(915 MM) MAXIMU 1-1 UNITS ARE CAPABLE OF DELIVERING WATER PRESSURE SUBSTANTIALLY EQUIVALENT TO FIXED ; 804 KITCHENS AND KITCHENETTES ;:11 .::: "....., :::: .::,:::: :pp: CHILDREN'S WATER CLOSET x"", 1-1.1 ......... __ .11. ­ . I " I - 1:1 .1: "...... , , ::::: : ....l..'. ,.::: PERMITTED WHERE ROUGH-IN PLUMBING PERMITS CONNECTIONS OF SUPPLY AND DRAIN 1-1 op:: I FINISH FLOOR OR GROUND.THE TOP OF THE COUNTER EDGE PROTECTION SHALL BE 2 INCHES(51 MM) ::::: 1".., !:. ...1. . lllllwft� , : :::,� SHOWER HEADS. ;.:.,:., .:::,: 804.2 CLEARANCE.WHERE A PASS THROUGH KITCHEN IS PROVIDED,CLEARANCES SHALL COMPLY WITH '..l.... ,:� V:� I.,.,.,.,. 703.4.2 LOCATION.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED l:,i:,. ',;,,; ., FIGURE 604.8.1.1 SIZE OF WHEELCHAIR 1:�:. PIPES FOR SINKS MOUNTED AT THE HEIGHT OF 29 INCHES(735 MM). ::..1.11 ',,.," .. , ::::: qmmmmmmmk - 1�1:1:.:l X1. -SHAPED KITCHEN IS PROVIDED,CLEARANCES SHALL COMPLY WITH 804.2.2. I....,... MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE CHECK-OUT COUNTER. ., . I 11... 608.7 THRESHOLDS.THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 1/2 INCH (13 MM) ::::; 804.2.1.WHERE A U ....l.. ACCESSIBLE TOILET COMPARTMENT I��: .'I',, �,:� : 1.1'.1.1, ALONGSIDE THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS :11: :::.. .... ­,... I I - 606.4 FAUCETS.CONTROLS FOR FAUCETS SHALL COMPLY WITH 309.HAND-OPERATED METERING pl, ,..".'l ,,�*1. .:::: . -1 ��x: ll.�,� HIGH MAXIMUM IN ACCORDANCE WITH 303.IN TRANSFER TYPE SHOWER COMPARTMENTS,THRESHOLDS 1,.11'., I'll EXCEPTION:SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT I....,.,. ­ : :: - I..,., $�; .....'., .11, I'll . �.x.:. ,.".. �­ WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A TACTILE SIGN IS .1 ::::: � �;.::::, FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. .X.ol CH(13 MM)HIGH MAXIMUM SHALL BE BEVELED,ROUNDED,OR VERTICAL. %,,. ,..'.:,-' .p,:.:,:, . ...... .I.. ... :.:;�: 1/2 IN - BE REQUIRED TO COMPLY WITH 804.2. �.::! .. I ......... I..; 1. HARDWARE,SHALL COMPLY WITH 404 �:�:,;,;., :,::;. _1� PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF ,::�� xx, . I �:::::: ��;:,F �:�:: �.­ 1 6)4.8.1.2 DOORS.TOILET COMPARTMENT DOORS,INCLUDING DOOR X.: 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 .::;: 1:�i�� ADVISORY 804.2 CLEARANCE.CLEARANCES ARE MEASURED FROM THE FURTHEST PROJECTING .­,. � . �. :11. . �.,,.,. . "X.:,: * .;'::; I—. "". 2 1 . 1.- :... :pp: �_ ll.*�� - . 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 ** THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR . - 'XX *- TYPE SHOWER COMPARTMENTS IN EXISTING FACILITIES WHERE PROVISION OF A 1/2 INCH (13 MM) :.:.:.;.;. :'%� FACE OF ALL OPPOSING BASE CABINETS,COUNTER TOPS,APPLIANCES,OR WALLS,EXCLUDING �:,!�, cq . . .. : I -- ::::; AT THE RIGHT SIDE OF DOUBLE DOORS,SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. ::�:x ..%� . Aa, ­ -- I "'' .. . ;:::: ::X 1', .1 BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES(1065 X� SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS .... HIGH THRESHOLD WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB. ,:::: :X': HARDWARE. , . jr:)II :.. .... ::::: .. ........ -11 :.,�� . .... .. ::::: .� 1�11, f ,. - 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 ,'' . �X:i ..... A MM) MINIMUM.DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR ::1 607 BATHTUBS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS �i:i 608.8 SHOWER ENCLOSURES.ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT ::::; .�:� I I . ���.:� I ::::: :;l �� _:F ::::: INCHES(455 MM)MINIMUM BY 18 INCHES(455 MM)MINIMUM,CENTERED ON THE TACTILE CHARACTERS, �:;,:.;� I'll, . �.­ - X - PARTITION FARTHEST FROM THE WATER CLOSET.WHERE LOCATED IN THE FRONT PARTITION,THE �..� 608 SHOWER COMPARTMENTS i�ii�iii� CONTROLS,FAUCETS,AND SHOWER SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO p : CABINETS ARE ON TWO OPPOSING SIDES,OR WHERE COUNTERS,APPLIANCES OR CABINETS ARE _19*_ _ , � ,:::; x "I", .. � - - ­­ pp ;:::, - .. 1, ��ol p ::::: I'll :: . :: , ,:;:: IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE .; :,'....., I p .... ;;::: : I'll, I �. .: ;::: '.....', OPPOSITE A PARALLEL WALL,CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS, - DOOR OPENING SHALL BE 4 INCHES(100 MM)MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST 1XV ADVISORY 608.1 GENERAL.SHOWER STALLS THAT ARE 60 INCHES(1525 MM)WIDE AND HAVE SHOWER SEATS. ...... I.I., ". � , ..... :', :.::: ;:::: ,:::: OPEN POSITION. ;:; , -, 2 . . 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 ::::... ::;:: ­plp;� - 11 I I . 1 V. ::::; .p.." .......... ­ .... .:;:: ;::;;:: � . ".. ., ;:::: 1:.X 609 GRAB BARS ........., APPLIANCES,OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40 INCHES(1015 MM)MINIMUM.PASS :::;: ....... ::::::: EXCEPTION:SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF :::;: - z ,.. .:.:.:­ .11, m I. � I -11, mok I ..... :X �_, � ..... : m SHALL BE 4 INCHES(100 MM)MAXIMUM FROM THE FRONT PARTITION.THE DOOR SHALL BE ,,...... PROVIDES ADDITIONAL MANEUVERING SPACE. :::.:: .,:, .:::: THROUGH KITCHENS SHALL HAVE TWO ENTRIES. , I "....... ::::: 609.2 CROSS SECTION.GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 609.2.1 OR 609.2.2. .1 ...� X, 'I.,.,.,., � , .....:. ::: .."..., �i� on ::::::� ::::: �, ... .1 I . : : I.." ,:,:: ......, 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 XX : DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. . ;:.. �IX.:.:. 609.2.1 CIRCULAR CROSS SECTION.GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN ::::: .....:., - � 11 ......... ::::: ...l...", _., I I "."..... ::::: ,;., :!ii� l: �11.1 _ I I I DOOR NEAR THE LATCH.TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM "X! SIZES AND CLEARANCES COMPLYING WITH 608.2. ".,...." OUTSIDE DIAMETER OF 1 1/4 INCHES(32 MM)MINIMUM AND 2 INCHES(51 MM)MAXIMUM. :.;,�,:.: ":,:1 �,.: �:�� 17�...­. ::.......0,,,:�, -�� I.... 1. 11 ­.: I,— I.... I".. ... : I'll, lolol _.... .. - ;::::::, �­ I ..... ""I', .. ,.::;� - I e,:, . 1.11 , REQUIRED COMPARTMENT AREA. .111 608.2.1 TRANSFER TYPE SHOWER COMPARTMENTS.TRANSFER TYPE SHOWER COMPARTMENTS SHALL �.... l'.fl'-.--.*.` ........ I :;::. . I'll ,.� 609.2.2 NON-CIRCULAR CROSS SECTION.GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE ���! .1 �l I-- - , , ­­ I.:,: I ...... 1. ,:::; � , , ::: e : �'.... � .... I _: X. . :;::: - I IIIIIIIIIIIIIIANNEW& ...�:, ,;:. : .� . p:p: - , .11 , �: ,,,:,, ":1 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 ­ 411 i: X:p .......". _� :::::: ................��:,$�.,.,..,."..",..."...'..�§;,,.., I.,&�,A I�I, ,x, �.:� . .."...... �. FIGURE 904.3.2 CHECK-OUT %­ ... I ._.___­.­.­._- , :X': :: I - .. I ......'.., ?*.: .,:::: I �­ CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 36 INCH(915 MM)WIDE MINIMUM ENTRY ON �� ::: 1. .......... AISLE COUNTERS . I :�,:�:� ­ INCHES(100 MM)MINIMUM AND 4.8 INCHES(120 MM)MAXIMUM. ,%:� . 2 ....."', *. ,:,! . I...I 11 - ,. ..... �* , - X!,: THE FACE OF THE SHOWER COMPARTMENT.CLEARANCE OF 36 INCHES(915 MM)WIDE MINIMUM BY �,,_ Xl:� ,:: - ,..,­ 4-ol 11 :,:, . i� ",,", X:: ­ I... . I BD ......", - ::!�, ­�l , .. . "..,.... *1� ""I", , I.." - . -.1 .. I ,. , .11 , - ....I ­ .. � ::::, .1.11,11, -4.8 PERIMETER .1 X%: I .1.11 , . - - . , %-1 ..... ALTERNATE :::: 48 INCHES(1220 MM)LONG MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. : � I'll . � . :X.: - ...1.11 " .. ..;­� I'll ,� ::X. I ­, .::::: , - I-,. . , I.... - ". .�­ I I , ­ ......... . �:�:� I ::::: . DOOR 1.11 .......'.. ­ ... .q . :­ � �::: .1 ..,..... IL 2"MAX 1. I......... . 1�0 .. ...., .. 904.3.3 CHECK WRITING SURFACES.WHERE PROVIDED,CHECK WRITING SURFACES SHALL COMPLY WITH ... i ,........ 36" %.% ,. :;.:.:: : r - I '.11. ::,�.. I...I .....l..'. : ,.. �:�, _ LOCATION . * : I...... J* ool .;::: :� ........., : :1, I.... ::::: p:p: :::i :.;.;.:.:. �.: � ....I ,:::: ...'...... ; ": 902.3. .dff&mu� . 0 ::::1 le .1 ::pp :,�:� (E .......... . I �,:, 'I', . BACK X CENTERED ON .......1.1 . xl!��: I : :::: ::::: :::� ..... 11:. ....I I ..... . 'I',",, . . ::::: pv: _X! ; "..", 904.4 SALES AND SERVICE COUNTERS.SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH . ::::, .......... "...', . "I'll, 1. 1.11, , , ........., _ TACTILE : - . X� .......... ­ :: ; . �'. . ........., I I ....... . ­,� I ........., ,..". Im I.- .. : :,X�: $ BACK ...l...... 0 18, IN :;; . I I..., 904.4.1 OR 904.4.2.THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS � . , ..... ,�..­l CHARACTERS : ,"'I'l . .1 I...I . ..... ::: 11,11. I I �11­ .. � : ,:::,! .. :XX ......'... e_ . 1�1:I ".. . �11 ..... ........ 'l'l'�-.`-.-.-.11-1...... I. . .lK. N $ WALL ........, ....,11111 I . ,."....., ::; I ...� ,::::: ,"".1 THE SALES OR SERVICE COUNTER TOP. ". .I.- XX "...", ...I.I..., el­ ....l.", ::::: ...... .... 1 2 ," 1% :: (a) (b) I : L - .l.. ­ i��; ;�. .. ­ �,,;:g,..::::��. ............ ::: I',­ I - : 4"MAX , 0 CONTROL �.�.� ty" .I...... :::.. p ::::: : ... .., , :;::: . .�'. ..1: : Nt : :_, SEAT SEAT M4 ;::I I I . :;, --.�� %11 ,:, ,::�: . ... - ... *­ .: :.:.:.:.:. 'i I EXCEPTION:IN ALTERATIONS,WHEN THE PROVISION OF A COUNTER COMPLYING WITH 904.4 WOULD :::: _� ..... . ( � WALL I WALL WALL . CONTROL .:::: FIGURE 609.2.2 GRAB 1;1;;:: FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS .......... I �q�..',. I ...., : . , : """" :::: ::;:: . :�:: �F... . : : 0 0 RESULT IN A REDUCTION OF THE NUMBER OF EXISTING COUNTERS AT WORK STATIONS OR A 111. . �11,.- ,� . .,,., ... I.... ...... ....... ...... , BAR NON-CIRCULAR :,,., ::: .. �: - A �;:.. .- = WALL :� .::: : 1�1*, ,,:,�! I , I 1% ,.;: - w : .....k - .�..;.:, ::::: ......... . ��!� ... .... ..: . I,- p . . :,. m - o I...... CROSS SECTION ..:.... ::::::: . �. ­­! I'll, � :;::: -�- . o I :pp: 703.5 VISUAL CHARACTERS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS :X., ; - _21 .. '.."ll, REDUCTION OF THE NUMBER OF EXISTING MAIL BOXES,THE COUNTER SHALL BE PERMITTED TO HAVE doommm. I �: ... ** .:::; ! "..., * , - :::: . ...1. . ::;: `� ... ."...... .....', �� .,.,...,. .. �::: ... -- .l. -1 A PORTION WHICH IS 24 INCHES(610 MM)LONG MINIMUM COMPLYING WITH 904.4.1 PROVIDED THAT ....I %:: I.... , I..., : ..".... ,. I.,...... .. . ..... ..... : 0 0 '� .: ..... I : .. ll 609.3 SPACING.THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1 1/2 INCHES(38 MM).THE ; 703.5.6 HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40 INCHES(1015 MM) ; 1.,.- . � I.....,.. - : ;-, ....1-1, . z .,...., �. .......I I..'..... . I . ,. . :�, ......., . -:1, .� ..... * 2 :­ ......I... .;*,� ....... I..,...... . ..*. x` THE REQUIRED CLEAR FLOOR OR GROUND SPACE IS CENTERED ON THE ACCESSIBLE LENGTH OF THE ..... ,; :::;: � ......... :,:,. 1.-=Is "I'll", X MT= .11�� SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2 ::x:, MINIMUM ABOVE THE FINISH FLOOR OR GROUND. ..... I - .: .... , - p I :,::;, "..'...., . .,�:: ,., :�; : 1% : 1. .1 I........ 1:�ll "..-D ­. 1XI;... ..l...l. . * ,::,: ... ! .1. ..... ` ,:::: COUNTER. ..�.. EXCEPTION- VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE ..... - ­.. w ... :,:,:.:: , V,", INCHES(38 MM) MINIMUM.THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE X; ,:.:..,. . �** :::: '. , ::: :;:�� ::::: ::o::: . .,."x 24"MIN I'll, ... %:1 1, I . . L - -i * 11"I'l ::: . N X . ` I., ll� -t - 111 I . .. I 11 - � .... - 11 . ­ ::;:; . , IX: q .1-1. . ;:;; '.." � :': . -i ... . .1.1 SHALL BE 12 INCHES(305 MM)MINIMUM. ::;:: REQUIRED TO COMPLY WITH 703.5.6. ::::; . ` 11.11 I � �l ,�j .. . � ::: . � :::;: ....l..... - "....l.. I'll, ::::: . .... "I'll, . ., I.... ... , .1 ...1. .., ­ ...I . ":,� : I.... .... I.... ;;�;i� .... 703.5.7 STROKE THICKNESS pX: ,. ..... 1. ­ . 2 ". . ...,....: -REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS ..... ,-1 . p , EXCEPTION:THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS,SHOWER FITT , ;::: 1. , INGS, '. I ...I - X. : ...11 Xo: : ..... "...'. : io .... . :.::� ......, "'..1.1. :� ..... . I..." . ­:: I.I.I... ".,....., : ." ..... 1". - I'll, . ..... ­­ .... ..... . ,-,,------7'.: ?� .11 : o �:. ..... .:...: 703.6 PICTOGRAMS.PICTOGRAMS SHALL COMPLY WITH 703.6. 11... : ... ::X ll� mRm J ll�l ... . ::::: AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2 INCHES(38 MM) MINIMUM. .....l.. : T .1. : '! _ ,� __ ...... ...... : :::::. ...:.. -1 . ... : ;i '1��: .1..... ­­­ . I."...... . .1... "..I.I.. ..... ....I K .... . "... I.... . .....'.., ....:�:, 703.6.1 PICTOGRAM FIELD.PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES(150 MM)MINIMUM. I.... ii�i ;.: ; . I.... ; ­." .::,� ::p: lo:o .l.. . X; FIGURE 604.8.1.2 WHEELCHAIR ACCESSIBLE .: : :;:: : .... . , : . 60"MIN ..1.1.1.1 � ':;: ::: � � ­.. .... .......... I .:X ..... _ . ,:::; ­­ . .. NX I ' ' _______ ..... I CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. T *1 ,� - 9e ..... XX : : . ll� ;:::: T01LET COMPARTMENT DOORS 48"MIN % ......., Is �. :::: .,::::: a X, .1 ...1. I ..... :::X, .11 ........ 41. �- .."". X -.1 . . ........ ::;::, X �p �::. 1"...... - :: .-0 .."."', COUNTER ..::: A I.... .-. ::,:,:: q : .... I'll, ..... - - � I...I lidlh :.: I.... - I'll. ]: ....I . q .. 1".. ..... -HAND OR RIGHT-HAND APPROACH �.... : - mm -.1.1 ,::::; ..... . - p:: NOTE:INSIDE FINISHED DIMENSIONS NOTE:INSIDE FINISHED DIMENSIONS I X =*XX,*::*� "'.. r.') ";,:, .... I—, 11""" "...", -____-__ .... I'll. .. ". ;X ...... d 1.11, , 604.8.1.3 APPROACH.COMPARTMENTS SHALL BE ARRANGED FOR LEFT ­.... ...: i� . I .... '� 40" ....I : I . .1.1 ,� , _ ... z 1. -.1 ..:, f TO THE WATER CLOSET. 1.11 MEASURED AT THE CENTER POINTS OF MEASURED AT THE CENTER POINTS OF ,.,�. -.1 ," I,- -... - 2 .; :: "..", I'll, I.., ..... ­ ... ,�:��, I .. "Ill - �:!: I.... ....I '�!�: � A ..... "I .... .. I'll. ..... . ­.'.. 2 - .. .... (D ''.. . , -.1 ..... . ... I...... I .l.. 1"..'." :. . ,. 604.8.1.4 TOE CLEARANCE.THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A ,­ OPPOSING SIDES OPPOSING SIDES ,".,�:l N .. I-, : I : I'll.,..., I...... I .... � ..... 1.11'. � ... I'll cv - ..11 0-: x _:�:; %,...... FIGURE 804.2.1 PASS THROUGH KITCHENS :.::::: I.., I...I ,._ :� .11 ...I TOE CLEARANCE OF 9 INCHES(230 MM)MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES(1 50 ::.,: ��:: ;� 1�. : : i ,......... ': I I .1. , ..'..1.11 I I .... MM) FIGURE 608.2.2 STANDARD ROLL-IN l.:: .1.....-:�i��.--�� I :�:,: ,..., :.:::: I I I FIGURE 608.2.1 TRANSFER TYPE . ..... .:::: I I .. , .;I - .__N - ..... ;; ... ,, - , % .'...., � ,.." I%_ ,��i".-",��lilili� 7=�i� .1.1. : 11 -11 X�. "....'.. :: I ,I I.... .1.I I.... ,;;!,: , �: ,..,.,. -SIDE FACE OF THE PARTITION,EXCLUSIVE OF PARTITION ..i SHOWER COMPARTMENT SIZE AND TYPE SHOWER COMPARTMENT 'Ir ,: ....; I ..., ll.�01'�]�-'11. i�,,�.?f ,.: DEEP MINIMUM BEYOND THE COMPARTMENT -.1 . 'l-'m MEN, ........ I X ", ....q. .... I ­­ *�'l , , 804.2.2 U-SHAPED.IN U-SHAPED KITCHENS ENCLOSED ON THREE CONTIGUOUS SIDES,CLEARANCE ,.�;:: I , .-I . l�" , : :::: . SUPPORT MEMBERS.COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE CLEARANCE OF 12 -1 lls���?,��,-.*,� ��**,**X;11?: 1:1 ": CLEARANCE SIZE AND CLEARANCE �_�__a (3 1. :`�t--NOT IN .... ­.. ....... ".11 -1.1. I...... ..l..v iiiiiii-,iiii�iii:�� . .. ­ .1.11 .... : . - ......l. . . :: I ::::, .... _ .... ­�% ::41:1, 1".11, ,�*� ,:: �:: I—, -_ r,� I ;:�. :1 ,:.:.p,! PLAN INCHES(305 MM)MINIMUM ABOVE THE FINISH FLOOR. �l .11, -.i�i��:�i�;? PICTOGRAM ,:: BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS,APPLIANCES,OR WALLS WITHIN KITCHEN �...I 1. -.1 '�,.'�:�:�-��*. �.l ..... ..". i ":­ .11 ::::: �I ,,­ I'll ,:::: ........, .�� 608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS.STANDARD ROLL-IN TYPE SHOWER -,.,. .. ,: FIELD X! EXCEPTION:TOE CLEARANCE AT THE FRONT PARTITION IS NOT REQUIRED IN A COMPARTMENT ,�, ::;:,:� -1.1......: WORK AREAS SHALL BE 60 INCHES(1 525 MM)MINIMUM. ......... FIGURE 904.4(EXCEPTION)ALTERATION OF SALES - ..... ."... -1 X: 1.11, - .."'." .. . 1. ,X" I .... I 1. :: : .1.1 ....I - ::�: ....: 1. AND SERVICE COUNTERS - COMPARTMENTS SHALL BE 30 INCHES(760 MM)WIDE MINIMUM BY 60 INCHES(1525 MM)DEEP I—': ,..- I., X; ::::: I . "'I'l , ...:::: XX ......... GR EATER THAN 62 IN CH ES(1 575 M M)DEEP WITH A WALL-HUNG WATER CLOSET OR 65 1 N CHES �...... "- ".I., 1%�% FIGURE 703.6.1 PICTOGRAM FIELD .- I'll ­.. ... :X, ..... , ...��:!�:�i*� I-1 '��:.-M I.-M ... . ...... .. I . ......... ........ � . - 1: .. : .... ::: ,: .: 1. I ­.. ALL . .1'. ?�m�������.:.,��.���.....*.*.��...,:����...,.�.�$ �.��,.?�M�gm i�: ?.., ..... V�I.,. MINIMUM CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES AND SH ]� � . �!�� .."", .1 .... .� . ,::,* ­.� (1650 MM)DEEP WITH A FLOOR-MOUNTED WATER CLOSET.TOE CLEARANCE AT THE SIDE ..... ­:�:...-.: `?`??---'.'?.` .1.1 .,"., . ::;;;: ::::::::: �. * I " .... ..... .".­ I 1.1.1, I'll, ......., .. * .1.11 .... I ..... ;:, ... ..... 1. ..... ..... ....., HAVE A 60 INCHES(1525 MM)WIDE MINIMUM ENTRY ON THE FACE OF THE :: "Ill I'll, '� ... .... -, .."ll, %: ,......... ::::,; I .. I ..... .1... SHOWER COMPARTMENT. �, ."'­ :X - - --I , I... .... , .- .�-�l-.--....------ .,...",. 703.6.2 FINISH AND CONTRAST-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS 0 or I ..... ".. '. ......... ..... 1".." X: .... ......... ... - , , e:: ::::: 904.4.1 PARALLEL APPROACH.A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES(915 MM) LONG I'll, -.1 PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES(1675 MM)WIDE. . (a)PROJECTING (b)RECESSED .... 703.7.2 SYMBOLS. ::: I. ........ "....... dx� .� I ,: - , .,. I I........ ::,::,; ­­ '. - ..... ........ .....'.., �:pp "...", .... " � .,.,...,. ...... 608.2.2.1 CLEARANCE.A 30 INCH(760 MM)WIDE MINIMUM BY 60 INCH(1525 MM)LONG MINIMUM ,: ­.", -I', ". .. �::�. ...... . .... .. . ,....". , 1".. _­ I - ..... .....', "."', OBJECTS OBJECTS 'I', - .: TOE CLEARANCE AT THE FRONT PARTITION IS NOT REQUIRED IN A COMPARTMENT FOR ..,'..." I... 1.111, I � MINIMUM AND 36 INCHES(915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED.A CLEAR .11 ­ ..... ,.,...'I" CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. �,::,: .,"'., 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY -1.1- , X ......l., -11 ... . , . ... 1.11, 1".. ....I x�:; 11.11 11... 0 0 1 ] , -*� 1:1 I - ..... .ij: .. ...11 I.,.,.,. �.-,; "I ,. I.... CHILDREN'S USE THAT IS GREATER THAN 65 INCHES(1650 MM) DEEP. "'.." :x�:,: 111.1 I 11. FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED FOR A PARALLEL APPROACH ... ­.- .... .11. �:Zo, .,V, SHALL COMPLY WITH FIGURE 703.7.2.1. .."'ll �. .1.1 �.�,: _ I . "...., 11.11 .1 .11 .1.1.1 EXCEPTION:A LAVATORY COMPLYING WITH 606 SHALL BE PERMITTED ON ONE 30 INCH(760 MM) , FIGURE 609.3 SPACING OF GRAB BARS .1.1 'I, I . !x "I .. ..d,11. - .. ,: .1.1.1: - �1. I .,*.,. ADJACENT TO THE 36 INCH (915 MM)MINIMUM LENGTH OF COUNTER. .... ­., :1 -, TIGARD SOUTH 11 ­ .1. � : ::­ ,.. I : I ...:. - 1*4, 'I'll .1 :::: I 11. �. = WIDE MINIMUM SIDE OF THE CLEARANCE PROVIDED THAT IT IS NOT ON THE SIDE OF THE , 703.7.2.2 INTERNATIONAL SYMBOL OF TTY.THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH ....'..., : .�, 1-1 I'll ... .5. :;:: EXCEPTION:WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES(915 MM)LONG, : I ­ ::::,: "Ill ... . - ­ -1 � : ., -, -11 I'll, : ... ;, ,- , : ,:� CLEARANCE ADJACENT TO THE CONTROLS OR,WHERE PROVIDED,NOT ON THE SIDE OF THE ��l ,X-1, FIGURE 703.7.2.2. .11 . ;,:,.: , %­ .::,: "I'll . - -- : .1 11, .1. :: _:': -.1 .,,, 'I, . .. ,.: THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES(915 MM)HIGH MAXIMUM ABOVE THE FINISH - ....... ...; ­',, i:::� ::: .-I ....o - : ,:.,: : "����* ::,�:, - ".. ­,," . r 6600 SW BONITA ROAD ­ I'll, " . ­­. ... I'll, - . . , ........ - - . � :11. FLOOR. : :::: CLEARANCE ADJACENT TO THE SHOWER SEAT. - 609.4 POSITION OF GRAB BARS.GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION,33 INCHES :,::,� 703.7.2.3 VOLUME CONTROL TELEPHONES.TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED 11,11, ,*.**. : - :: ,� - PARTITION PARTITION '­. .... .: : 1,,, �.-. . ­ ..... I'll 1: .... I.X' - ..�:: ,"'ll : 11 .. :::,: I'll ..: ,,�:: : :;,; 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS.ALTERNATE ROLL-IN TYPE SHOWER ::::: BY A PICTOGRAM OF A TELEPHONE HANDSET WITH RADIATING SOUND WAVES ON A SQUARE FIELD ,"'ll kl. . ,: .1-1 . I-.. .... : :,:,:: pp:: (840 MM)MINIMUM AND 36 INCHES(915 MM)MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE : ,"'ll `.X. . 1 I :%, ::p: ,:, 11.11 - . i:il� 904.4.2 FORWARD APPROACH.A PORTION OF THE COUNTER SURFACE THAT IS 30 INCHES(760 MM)LONG . I,. �I.% ....I . . . .. COMPARTMENTS SHALL BE 36 INCHES(915 MM)WIDE AND 60 INCHES(1525 MM)DEEP MINIMUM : SUCH AS SHOWN IN FIGURE 703.7.2.3. .."I'l : X", TIGARD, OR 97224 ­::: ppv. I...I I . I . 11, , . . . ­ . :::: I,:.. .1- . :.:: ..: I.." . ... ­- I—, . . .1 : :::i:, :�;:p ...: 703.7.2.4 ASSISTIVE LISTENING SYSTEMS.ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE ..... ...l. . L - - : ::::.4: MINIMUM AND 36 INCHES(915 MM)HIGH MAXIMUM SHALL BE PROVIDED.KNEE AND TOE SPACE COMPLYING .. q.;: �,:� ....I - . ... ( ( : 0 ::::. I.... TOP OF THE GRIPPING SURFACE,EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE COMPLYING ' :El .�'*. 1�1- :. . 11.1 CLEAR INSIDE DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES.A 36 INCH (915 MM) WITH 604.9,GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES(455 MM)MINIMUM ... ....I �� . : .: .�.... ..... . ., ,.�:� .1... ..... . . � WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. "::::. 1.�� .... . WITH 306 SHALL BE PROVIDED UNDER THE COUNTER.A CLEAR FLOOR OR GROUND SPACE COMPLYING - � .l.. **i ': - ..... �i� I 1.11 �. AND 27 INCHES(685 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING I�� INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH FIGURE 703.7.2.4. I.... .:4, : .....:. I".� ..... li� , ... :�..l :, ... .1- .... 1.11 1!11 �� ......... -1 ....., p ­ 1 . ........, 0 0 1 1 WITH 305 SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. 11 �:�­ .l.... "'El 1�1 ... :1�:, BACK ,,l,:l.:l ��'. .: �:�: : -6"MIN z I SURFACE.THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY ­�:l I I - ..... - - - .1 NO. REVISIONS: DATE: I, ,, ..l. ...:, I �:,::, 1� ...'.... . ,-, �, ....". �� �: . I'll, �,*11 _� ......... .: .,.,.,... .... .. ..... .... .. ..... - - ., ,, 1.11 :::: . ..., ­',, 11 � .. - I'll .,.... - --1 ... : ..... .... I ­,', �1�K , - - -1 904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES.SELF-SERVICE SHELVES AND DISPENSING , -1-1 1.11 904.5 FOOD SERVICE LINES.COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH 904.5. 111. : � , $ WALL WITH 607.4.1.1 OR 607.4.2.1. eI'll, . 1�*,� I'll I.- F I .. ..... 6"MIN 6"MIN V I'll, "- 0 0 ...... .,...,.,. , 111.1 ­ - - -,l ...I .111 'I', ::,:: . .11 . 40 I'll. SIDE - %z ==/ � 609.5 SURFACE HAZARDS.GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS 11, �.,.,., I . ...."', I.." ... . I...I SIDE ll��il 1,,". .111 . ... '' 111. . ....l. - = .l. ,,­ '.,.,..l .. .1... ., .l.. I 1,�: "...", .."".. - '...., DEVICES FOR TABLEWARE,DISHWARE,CONDIMENTS,FOOD AND BEVERAGES SHALL COMPLY WITH 308. ........ ;�I ,,.., .. ., " .1.1 . ,� ...11 WALL.Z� I "I WALL :X- SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. ..,,.l :!; I I I -1. - .1 . 1� f : . ...11 I.. ....,, 1. ? 7 K .1.11 I - 11 "I'll ..... d.... ...... .111 ....... ":::: '....... ..".., . I.,... ..... 1. .1... ll� .. ..! ...I SLIDES.THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES(710 MM)MINIMUM AND 34 INCHES(865 1 :;:: ,. ...'..... 'I'll , .I ..... I',,'. . .,.­ 904.5.2 TRAY .... I �I ......... ­_' ...., . .111 ... .. I ,....... I� 609.6 FITTINGS.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. .., ..'..., .�: I ­." z 2 _k___l I I- ::, ,...... ��. 11- I I. : .1 � . "I.- � , . .1, , /\ 1-11 .. . ... .. - .. .: ..... , I I- - -i � .- �� m 'i-_ I ---pr b L - -I ...' 11.1 "I"..., I I .". :­. ..... ­­, 1..1. . I I'll � � .... � . - m I.... ­;% ..... - 11 MM)MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. *, - - . :�'... �., . -I ....1 609.7 INSTALLATION.GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING ... :�X*, . ..: . . ..... ::: ..... �. cD - - ,::, ..... .. : ....,, 111.1 11..... . I �:::� : : : ?1. ..,,.. ........ ::::: ,. ,::', 904. SECURITY GLAZING.WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE : X: � . : .....'... SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR ­­ ::::; I A : ... ­­ :.. I....... , :;::� , , .�%.. I........ ::,::,: .11, . . . I'll I .1-1111 I'll"... It, .1... ..... FIGURE 703.7.2.1 FIGURE 703.7.2.2 FIGURE 703.7.2.3 FIGURE 703.7.2.4 ; , .l.. I 1: ) I ,. :X� ". ..:... ..'..... ;, "' I....", PERSONNEL FROM THE PUBLIC,A METHOD TO FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED. .... I I'll 1. ......... I...I I . : , 11,I .., I [,`,-----I ..l. INTERNATIONAL SYMBOL INTERNATIONAL VOLUME CONTROL INTERNATIONAL SYMBOL OF 11 .."..", I """ ­:X:,X. .:.::: SPACE. ..,.... :: 1.11, I . v ..... ........ %, - TELEPHONE HANDSET DEVICES,IF PROVIDED,SHALL COMPLY WITH 704.3. ­.­­­,""." I—-1; " ,.I ::::: - "....., .. .1 � 1-1 , I....... 1-1.1 ­ �_ . ,. ; .. OFACCESSIBILITY SYMBOL FOR TTY TELEPHONE ACCESS FOR HEARING LOSS .1.1 1 ..... ..I . "I", .... ..... W-1 I'll -7*% ::,;, ;::: I pm, ­.. -11 _�� t-HUNI p: 609.8 STRUCTURAL STRENGTH.ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED ......" I ....I /\ I'll .. , , U, .11, I , I..., ::,:.:: ..... ,."... ......'. 1: ::::::::: .... :::: ­...,. ... ;1X.: I...,.,. '..., ADVISORY 904.6 SECURITY GLAZING.ASSISTIVE LISTENING DEVICES COMPLYING WITH 706 CAN 'I'll 36"MIN ..."". ,If.* .11, ......I I'll I I—, . I ......., - . :;:: ....,., .." 1.... I. ....".., , :::: I......I _ 1w ELEVATION ADULT (b)ELEVATION CHILDREN (c)PLAN -11, WALL � .* , WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS(1 1 12 N)IS APPLIED AT ANY POINT ON THE I.... ......... ot� �. . 0'r - ,. .. ­ :: ; ...I .. �:j. ....., FACILITATE VOICE COMMUNICATION AT COUNTERS OR TELLER WINDOWS WHERE THERE IS SECURITY "I", A .;; .1-1 :;:: . I ..... ..... .. 1. :,:;:,: I—, %_ e ;�:; GRAB BAR,FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. I 11 A :.�: ;::.: ..:l ...1. 1 . I...I FIGURE 604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE �.::: 60"MIN ...., '­­ .l.. GLAZING WHICH PROMOTES DISTORTION IN AUDIBLE INFORMATION.WHERE ASSISTIVE LISTENING ,: ::;: I...... ....I :;:;::,: ..... .... ..... ::::: ........ �I I—, . ... ,, ....I :1 , . : 704 TELEPHONES I'll, _:,:: :e- � 1 61 0 SEATS IN 60"MIN ,:X: �F�,� I....... :.: I—, ...� X..... I"... I'll, - I—, I'll . ­.. ::.:;,: ­ ........ ..X.: A .11 ........ 610.2 BATHTUB SEATS-REFER TO ACCESSIBILITY STANDARDS FOR DETAILED REQUIREMENTS :: I—, � _v.* � DEVICES ARE INSTALLED,PLACE SIGNS COMPLYING WITH 703.7.2.4 TO IDENTIFY THOSE FACILITIES A 604.8.1.5 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609.A SIDE-WALL GRAB BAR COMPLYING WITH :�: .,.... !; "..", # %11. ;:;: 01 #11 :,:: ;.�: NOTE:INSIDE FINISHED DIMENSIONS ........ . , 704.1 GENERAL.PUBLIC TELEPHONES SHALL COMPLY WITH 704. ,�:,::: :.::: .... I'll ". , I........ ... 604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. �.,..l I........ 610.3 SHOWER COMPARTMENT SEATS.WHERE A SEAT IS PROVIDED IN A STANDARD ROLL-IN SHOWER pl:. I'.",. :%� ... ::.... I........ ,:�::.: I'll, ..�.­ WHICH ARE SO EQUIPPED.OTHER VOICE COMMUNICATION METHODS INCLUDE,BUT ARE NOT LIMITED .... I'll, ".. .... � . :.; MEASURED AT THE CENTER POINTS OF X... "..., 704.2 WHEELCHAIR ACCESSIBLE TELEPHONES.WHEELCHAIR ACCESSIBLE TELEPHONES SHALL COMPLY ,:,::�: X. ::; ..... ­, , .... :;! ,!�� TO,GRILLES,SLATS,TALK-THROUGH BAFFLES,INTERCOMS,OR TELEPHONE HANDSET DEVICES. IN ADDITION,A REAR-WALL GRAB BAR COMPLYING WITH 604.5.2 SHALL BE PROVIDED. :;�; "....... COMPARTMENT,IT SHALL BE A FOLDING TYPE,SHALL BE INSTALLED ON THE SIDE WALL ADJACENT TO .....,� XX (a) (b) �..:�.: ......., ­. ::� :;:: OPPOSING SIDES ....... ... WITH 704.2. .­. ..I... �.".. ::::,: �;­ I.... �­ .,,.. �, I.- I THE CONTROLS,AND SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 INCHES(75 MM)OF '....., .1-1 :�:... ...�. ­�: 604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS.AMBULATORY ACCESSIBLE COMPARTMENTS ...." I.I.I.... ,: FIGURE 804.2.1 PASS THROUGH KITCHENS ­.. ... I...I ,�:: . I.... " I .... , 704.2.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 1.�. ­: ...'....., �:�� �,�.. X FIGURE 608.2.3 ALTERNATE ROLL-IN TYPE SHOWER . ......l.., ...: .... ,�� , ..... - ...,,l -.1 .111 �.­ ....I ��... ".1.1.1 .. "....." 11- .... ..... � ., I.". 1.11, . SHALL COMPLY WITH 604.8.2. .... :,.,: THE COMPARTMENT ENTRY.WHERE A SEAT IS PROVIDED IN AN ALTERNATE ROLL-IN TYPE SHOWER ..... -.1 CHAPTER 10: RECREATION FACILITIES-REFER TO ACCESSIBILITY STANDARDS FOR ......... COMPARTMENT SIZE AND CLEARANCE .: ,,," SHALL BE PROVIDED.THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE OBSTRUCTED BY BASES, .1;� .11 .111 I I.." I....,., .,."", :��l � . ....1.1 ­­ 11. '­ ... : ..."I _ I-, 604.8.2.1 SIZE.AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES(1525 I...,.,. ���ii; COMPARTMENT,IT SHALL BE A FOLDING TYPE,SHALL BE INSTALLED ON THE FRONT WALL OPPOSITE ,,...I ., 804.3 KITCHEN WORK SURFACE.IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 809,AT "'' DETAILED REQUIREMENTS - ­.. �... - - ... 11.11 I— I..", 1.11, ., ,.,.'l,l' .1. ., _ ,, . � .­., 608.3 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH lll�. THE BACK WALL,AND SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT WITHIN 3 INCHES(75 v::': ENCLOSURES,OR SEATS. "...., ,-,�, . .. ...I ;p ,".1, ...., I—. 1.11, ­ . - MM)MINIMUM AND A WIDTH OF 35 INCHES(890 MM)MINIMUM AND 37 INCHES(940 MM) MAXIMUM *�*Z I—, ..", LEAST ONE 30 INCHES(760 MM)WIDE MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN ...� . :':.:::1 608.3.WHERE MULTIPLE GRAB BARS ARE USED,REQUIRED HORIZONTAL GRAB BARS SHALL BE ,�M ADVISORY 704.2.1 CLEAR FLOOR OR GROUND SPACE.BECAUSE CLEAR FLOOR AND GROUND ­.. .- I- �- I. - ,/:.: -11 w.,... , ::::::�: " 604.8.2.2 DOORS.TOILET COMPARTMENT DOORS,INCLUDING DOOR HARDWARE,SHALL COMPLY WITH ::,::, ,,: MM)OF THE COMPARTMENT ENTRY.IN TRANSFER-TYPE SHOWERS,THE SEAT SHALL EXTEND FROM THE ­1�1 1-1 LANDLORD REVIEW ISSUE DATE: 08/11/2015 I'll, 'I'll ::::::,. :,:,;,: INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. 1�.;�l ,��,; SPACE IS REQUIRED TO BE UNOBSTRUCTED,TELEPHONES,ENCLOSURES AND RELATED ­.. WORK SURFACE THAT COMPLIES WITH 804.3. �:,l ::: ;,x 1. ".. I. "Ill :: :X -."... ,- ` ­ X 404,EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, , BACK WALL TO A POINT WITHIN 3 INCHES(75 MM)OF THE COMPARTMENT ENTRY.THE TOP OF THE SEAT :;�:::!: ,:::� - . 11.1 804.3.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED . TENANT REVIEW ISSUE DATE: 08/11/2015 :..., I., ,..:., :�,l 1�.'. TELEPHONE BOOK STORAGE CANNOT ENCROACH ON THE REQUIRED CLEAR FLOOR OR GROUND ­.. �. . I... . . I.. �:,: ::: _. CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 ,:::,: EXCEPTIONS: 'A'. SHALL BE 17 INCHES(430 MM)MINIMUM AND 19 INCHES(485 MM)MAXIMUM ABOVE THE BATHROOM .��.: .11.1 :-�, I'll - ::::: I FOR A FORWARD APPROACH SHALL BE PROVIDED.THE CLEAR FLOOR OR GROUND SPACE SHALL BE ::;::: :X� �­ X-1 %: %­ TRUDING OBJECTS.(SEE SECTION ..". BID ISSUE DATE: 08/11/2015 ,,", 1. GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN A SHOWER LOCATED IN A BATHING -.1.1 ::�:� SPACE AND MUST COMPLY WITH THE PROVISIONS FOR PRO ;,"-, 11.1 ­.. .:::: .... FINISH FLOOR.SEATS SHALL COMPLY WITH 610.3.1 OR 610.3.2. 1 ..%, _:.:0 INCHES(1065 MM)MINIMUM.THE DOOR SHALL BE SELF-CLOSING.A DOOR PULL COMPLYING WITH :1:1:1: ,.%.,., ..%. _X .!.!,x :�!. ,"..1; D ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND TOE CLEARANCE I'll .. - .. ;:::: .l.;F I..,..". , "'I'l, FACILITY FOR A SINGLE OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE,AND NOT ;i�j:ii� 610.3.1 RECTANGULAR SEATS.THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2 1/2 INCHES (6 ...... 307). ..", . - - I.- "",., X; PERMIT ISSUE DATE: 08/11/2015 404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.TOILET COMPARTMENT �:,:: �, 4 MM) 1-.. ­ COMPLYING WITH 306. I'll ... :;::: - .. �:.­, .11 I..� .: I'll FOR COMMON USE OR PUBLIC USE PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN 2 MAXIMUM AND THE FRONT EDGE 15 INCHES(380 MM)MINIMUM AND 16 INCHES(405 MM) MAXIMUM .l., 704.2.1.1 PARALLEL APPROACH.WHERE A PARALLEL APPROACH IS PROVIDED,THE DISTANCE FROM THE :�:%: ::;:: I.. .1.1 -1 ::::; .1. - 1. DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. -1 ..,, """ EXCEPTION:CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED ::::; CONSTRUCTION ISSUE DATE: 08/11/2015 .1 I.."ll, :X: ......... 1. .... 111. , 1. , - 1. 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 "I". EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES ::;�: :.:.:,:.: I, �.... ­­ :% ......... . 604.8.2.3 GRAB BARS.GRAB BARS SHALL COMPLY WITH 609.A SIDE-WALL GRAB BAR COMPLYING WITH ::,� *�*��*� "Ill.,, �::p THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: ......... , "I", (255 MM)MAXIMUM. . I.... I'll I .. , , .,:�l 608.3. .*.-I*, THE ADJACENT WALL. - 1.1- ...... I.... I...I ..... .... ... 1�,_� _� I ,­.. .1.1. I . ,.i� ..,� I....... (A) THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE KITCHEN ..,.:.l ....I 1. .1, 1, ...,..". -, 604.5.1 SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. .i: ," 704.2.1.2 FORWARD APPROACH.WHERE A FORWARD APPROACH IS PROVIDED,THE DISTANCE FROM THE ........, ""'., 1*.. 2. IN RESIDENTIAL DWELLING UNITS,GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN 15"-16" - ,,": I�'. ........ ".., �1, .......'. : ..... I':� _ WORK SURFACE; : � �l ........., ll� "I,I : .. .: �, SHOWERS LOCATED IN BATHING FACILITIES PROVIDED THAT REINFORCEMENT HAS BEEN _ �x FRONT EDGE OF A COUNTER WITHIN THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE .....1.1 ....l.... 1::.: .... .11 ".., . %� I.... e-, i:.��:. _1� ��n�X.*X*l '" ::��w.0-'l-.l.::*1�1: .�r zl. :�, ,.."." (B) THE FINISH FLOOR EXTENDS UNDER THE CABINETRY;AND .�,�:, I ..� --�2x�&.z .1 :� ".. v/.M�"..<M&m 0 ::� ,'_'. .. 7, UNIT SHALL BE 20 INCHES(510 MM)MAXIMUM. I-- �,.:,� 1� �... �­­­........; I.... ��. "I'll.-- - �*�� INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS - ., _;, , � -11% I :ii. �l __ 11 . i�� ;::, , _ 1? ]����������;��i������������i���:����i��, .. ���i�i�i���� �11 :,:,:% ...: :�.�: . .. ........11.1 ... I......................., (C) THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. .�: ,�, I.., . �x . ,::::::: ...... . ''. .� . ... .. . - LL24E2�*-x. ;,...`...­11.�.-5� �l . . .�I�l *` , . ;��;;;, 1�. ,]�����!��������������:l�ii���i�����I � - - ­ ..:,. L"M ....... :: 804.3.2 HEIGHT.THE KITCHEN WORK SURFACE SHALL BE 34 INCHES(865 MM)MAXIMUM ABOVE THE FINISH :��. ,, *** � = COMPLYING WITH 608.3. ***' E I-X, I.. . �. '................:... ;.;.:,:, I'll, .* , '. :: ... . ......", I - .;� 1. - ...I. .. .. " ��:���.��i�����i���i���ii��i���:�:��� ........................, 2 - X: .11'.. ... X% �. .....I.......:. - ,.;,::, .11 608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS.IN TRANSFER TYPE COMPARTMENTS,GRAB BARS X: x; :.. .................'....... I�-I Llui _t . ....Llori -1 _sv X.X� FLOOR OR GROUND. ",.­ ..... -.1 - .." ...- . .11 - .. - �. ... . . . ., ..... 1. ...........'.......... ,%%%� - I . ::i:i�:�� ­ . :p:.; I...." 1.1111, .� I... ... . 11%, �.�.?-... � . ::�:;:::�� SEAT ' .::::::::;:::::: i�i ...... .:::: -- .11, .--.�_ .:lti:�i�l:i�i� ...: ��,�:��:���i��! -XI �......", ...:- 11 - .... .... , . :11: �,1�11 l,..._.�::.::! � . ;.; 1- .......', ..... I'll, ," ... I .....1.1.1 I'll SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A POINT 18 INCHES(455 MM) ,?...*, -_:�::;: �i*��**�:i�.--'.* � WALL i�� ;.::: ...., EXCEPTION:A COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK SURFACE AT ... I .. .�, ...I.- e 1-1, ��., _, .., XXXXXIX - :� 1. . �....."..,.....'., . . 1- 11 ........., �.I ­ Z... � .. : lllililill�lllil � ..*� � '...".1, :.� __ : .11 1. .11 11. - �.. .l..... I ...11 :..; '.�ij�i�i��� ::;::::::" , .111 ::�.-, ,.� FROM THE CONTROL WALL. - F .:;;;:::::��' . ::X..,._....l.... :,d, , "..."', : �.� : I� � VARIABLE HEIGHTS,29 INCHES(735 MM)MINIMUM AND 36 INCHES(915 MM)MAXIMUM SHALL BE : 1��. .-j::::::, o ::::::.: :: : V) ­.."............., X: i "...," :�!:�:::: :�;: '...'4e ., :�!::::::� :;�::::::::: X I :::,,l :1:1:�l .. ..." .1.1. .. �::::::::!::: .,!: 2 1.1"'I'l �X �,: �!��li�i�i���� I I :.� I ­,,.,.,.­.,...., ,:� . � -) 0 :::: ......." I I ��:;; :::::pp:p::: "......."'............ S'll .....l.", .. , !; -111 .,., ,� ......... : � PERMITTED. : .1 . I :.X: .1.11 .. ......... �,.�� � . = ,. : 1� � .11:1 :::::, . XX: �: . 11 .,:;: -o .. : .11, ::,X .l......, .I � I �l : I- ...'...., .. ­ � . XX :�:: .m;vFzNT �.: . ...., 804.3.3 EXPOSED SURFACES.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK I'll-, I..., :::: 181. :XIX., -p I.:, COMPART NT - � � � . 2 X';, ACCESSIBILITY :.1 "I :::: BACK ­...." L i : �l :: ,"I'l :�::: :: �*;:l ,�: � � ,,F ;.:.!,:,: I �: . . . . : : ,... ...11 ....... WALL ,-� -' kl__21/2"MAX , . . : N .....!: :.;.X ::;; .::: ENTRY ENTRY �%, � ; b SURFACE COUNTERS. 35"-37" :::: ,::: I :::: ..... I...: I'll, . 'XX L I ...... ,::;::�: - : . STANDARDS .... .....�­­. I- �K�...] ::;::::::; -, ::,::: I...I . i 804.4 SINKS.SINKS SHALL COMPLY WITH 606. I'll, ... .1 I X11 I'll, ...11 ...I... 111-1 I-- ­I.. ...I ....I - ...� ..... _ ­ ....... :::::::: ­ :.;;; ..... . I'll, : : ....�.., ..'.... (a)RECTANGULAR (b)L-SHAPED ­ . .... ::::; I --------N ...- FIGURE 610.3.1 _­ : X; .."'. XX I'l," p III. :11: .. ......" 1". ; . .....l... .... . . . ..... . - . .... I .- .,.,. "I", .. ......., , �­ :x ... . , ..... - . '..., .::: RECTANGULAR ,�1, ... ....... ....... ....... :.:.:.p.:I ,:.:�. - SEAT ;f'�CONTROL XX "'I'- .......... 804.6 APPLIANCES.WHERE PROVIDED,KITCHEN APPLIANCES SHALL COMPLY WITH 804.6. :::;:.' I ..... I'll, ..... ,: l���::: .�'. ::::! FIGURE 610.3 EXTENT OF SEAT SHOWER SEAT :�::; ..... . . ' :X; "I'll, ...I 4. . �i. WALL �-.:WALL "....l... . FIGURE 704.2.1.1 PARALLEL FIGURE 704.2.1.2 FORWARD ..... :::.:. ....I ,........, .: . ��:::: ].,..: 1- ,_F ...'....., 804.6.1 CLEAR FLOOR OR GROUND SPACE.A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 ...:,X � �.. -... , ..... : ­.".. ....'..." I.... DRAWING NUMBER: . APPROACH TO TELEPHONE APPROACH TO TELEPHONE ......, . K i: : �;:p ::,,:� ....I ... " :: ': .X .... :, . .�: �:: ...�p ::::: ;.l. ...X: ....� - '......, SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE.CLEAR FLOOR OR GROUND SPACES SHALL BE / = F �::: _....... :,:::: '....... :.::: , ­..... ..X. ::::: ...... ::;:� :;::::. I . N . 111. :'_ .::.::: %��% X; : "I'l. ,. It ,: "­ :�;;.: .:,.j. PERMITTED TO OVERLAP. Fx, :::::: .,::: iI=o �l :;::: ..%,:. ­ I.; .XX ... ::::: I I..., ::::: ..'.." . I... ::::: . ( ;::: . - E_ .1 I 1. X:: .:.,:�;. 804.6.2 OPERABLE PARTS.ALL APPLIANCE CONTROLS SHALL COMPLY WITH 309. :::, ...ll ... :::: . ::::.: _.. �....."., .:. :: 1. .,.:,:: ::::: - I ...�.'I.l :�::,:: :.:::: -1 . .1.1 EXCEPTIONS: :X: ::::: FIGURE 608.3.1 GRAB BARS FOR "I'l, ....,..., ::::: :,,,, ,:::: e,:::: . ,.:..: :::: :::�: ENMMI�� :::,:: TRANSFER TYPE SHOWERS ::::�: ".­'. , ; 1. APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH ,:,X� ­ XX .111, .I ..... ****--1... ll� �.:.:;: .:,.� .:.::.p -...I .:::: I,""'. ,. RNIC ouq.o.z A iudbiq� "."ll � ...... r I G 11�******** Fi%mu�luhy -11 :11 1. �:,: I'll 1-11 :.�� '..., I.- "'.1 I.. ,..." ,:::. 309.4. X: ACCESSIBLE TOILET COMPARTMENT :,:_� ,:;.:. "..l... ,IX :;!�� ", , X1.1 ....; , "' *' , " , � , , ", ' " ` I. "' - , "' � , , �l I.. e __ __ 1%�.!I..-,.,.,�-.�i,.,,-.-,.!�i���]�� . ...� �.:i!� ". I , " I - `,-�-Q"-.,.8,.,�-",.,�-,��­.-g�, � ....M" , � `Q_'l lifflo ,.. .I -�11 lll_�-.,` 1�__ .l. : : . . IWAL. ..�, 7/7mn/ �, '71 .. .� I � '.. K. ' .." " ..., E il- S" ��` LL �'- , -K I - I - �1'.� I . 11i.., '. .. 7 'I'll! , .... I I I I ., 1. /I I � 'L I " I " 11 I I _� I - - -T 111" .."ll ��4 " , � -�--- - r� ,��L��.*;�.O�*:.* i . I . I I I � � � . . I p � c� 14 r- : ` -�� ile i :.:� ) I ..: il I j rl�� ,-�i .1 ,.. .f?.". , � � . fF1 � . r?l . , i i .�. I I � ,/ -` I. I � ,� I ,, . d L I I :::� . .. I ., , :::::: I.I... ­ ,�: X: ::,::: � ._: P40 :,::: :::;::�.: ,.,.,. ,.::: 2. BOTTOM-HINGED APPLIANCE DOORS,WHEN IN THE OPEN POSITION,SHALL NOT BE REQUIRED I..".., I'll, .... , :::: ....- "�::! "I',.,', � I , .....", -, ..:.:. ::::.: :� . I 1"...". M; :;,::: ::!;: ...'... - TO COMPLY WITH 309.3. �;, X.0, "..", _X :;!�! .... , ,., . I."..." �;;:: :�:, I....., ..... - ... ., ,:: 1.11 :::;: ::... ...".,. I..,...", � ,:::: I..". .",'' -111 .... �.. I.... _X I'll, :.1 ...:. I'll ., .....," ;.... .:..:...: 11.1. ,.:� :.:: -1 ­�� ...,.,.,l ­ 11.11, :.:.:. ::::, ­ �.."::, ".11, .111, .:,:. :.... I'll. ..... .... - . . , .1.1 I"..... :::::,:,: ­ , �:,:.:: C 2015 idGROUP, LLC . :�:: .1.1 ,..... '..., ,:,::: , '�,.'l ::p .......... ­­ - I tp.:...... ::­ "I :". .: :;.. I - , - . I PROJECT COORDINATOR/DESIGN CONSULTANT ABBREVIATIONS AND MODIFIERS (SOME MAY NOT BE USED) EXISTING CONDITIONS/DEMOLITION GENERAL NOTES GENERAL ELECTRICAL NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION A. ANY EXISTING CONDITIONS INDICATED IN THIS SET OF DRAWINGS ARE BASED ON A. WHERE THE MECHANICAL DESIGN UTILIZES A PLENUM RETURN AIR CEILING INFORMATION PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD DESIGN, ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN AFF ABOVE FINISHED FLOOR NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION VERIFICATION. THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS CEILING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF AT NO ADDITIONAL EXPENSE TO THE OWNER. 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. COORDINATE AFG ABOVE FINISHED GRADE UL UNDERWRITERS LABORATORIES B. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING PLENUM CEILING LOCATIONS WITH THE MECHANICAL CONTRACTOR. LUMINAIRES CONDITIONS AGAINST THE CONTRACT DOCUMENTS, AND FAMILIARIZE HIMSELF THAT ARE MANUFACTURED WITH A METAL HOUSING MEET THIS REQUIREMENT AND BF BELOW FLOOR NRTL NATIONALLY RECOGNIZED TESTING LABORATORY WITH THE WORK PRIOR TO BIDDING AND START OF THE WORK. BY SIGNING THE ARE NOT REQUIRED TO BE PLENUM RATED UNLESS INDICATED OTHERWISE. idGROUP CONTRACT, THE CONTRACTOR ACKNOWLEDGES THE SITE VISIT HAS BEEN B. COORDINATE ALL DEVICE LOCATIONS AND CIRCUIT ROUTING WITHIN ANY NIC NOT IN CONTRACT +XX" MOUNTING HEIGHT MODIFIER COMPLETED AND THE EXISTING CONDITIONS ARE ACCEPTED. MILLWORK WITH MILLWORK VENDOR PRIOR TO ROUGH-IN. C. IT IS NOTED THAT NOT ALL ITEMS REQUIRED TO BE DEMOLISHED ARE C. COORDINATE THE CONNECTIONS OF ALL EQUIPMENT PROVIDED BY OTHERS WITH UNO UNLESS NOTED OTHERWISE LC LOCKABLE IN CLOSED POSITION MODIFIER NECESSARILY SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO FI17LD VERIFY THE CONTRACTOR PROVIDING THE EQUIPMENT PRIOR TO ROUGH-IN. THIS 2641 IRVING BLVD. AND FIELD DETERMINE THE SCOPE OF THE DEMOLITION WORK PRIOR TO BID. INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL EQUIPMENT, KITCHEN N.F. NON-FUSED LO LOCKABLE IN OPEN POSITION MODIFIER REFER ALL QUESTIONS TO THE A/E PRIOR TO BID FOR CLARIFICATION. EQUIPMENT, AUDIO/VISUAL EQUIPMENT, FIRE SUPPRESSION SYSTEM EQUIPMENT, DALLAS, TEXAS 75207 D. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING EQUIPMENT, FIRE ALARM EQUIPMENT, ETC. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TEL: 214-638-6800 GFCI GROUND-FAULT CIRCUIT INTERRUPTER ST SHUNT TRIP MODIFIER DEVICES, AND LUMINAIRES AS INDICATED AND/OR AS REQUIRED TO ALLOW FOR TO PROVIDE THE APPROPRIATE DISCONNECTING MEANS FOR, AND TO MAKE THE INSTALLATION AND CONSTRUCTION OF THE NEW WORK. REMOVE ALL EQUIPMENT, FINAL CONNECTION TO, ANY HARDWIRED EQUIPMENT. THE ELECTRICAL GFPE GROUND-FAULT PROTECTION OF EQUIPMENT EM EMERGENCY OR EMERGENCY LIGHT MODIFIER DEVICES, LUMINAIRES, CONDUITS, SUPPORTS, HANGERS, ETC. THAT ARE NOT CONTRACTOR IS ALSO RESPONSIBLE TO PROVIDE AN APPROPRIATE CORD AND PLUG ARCHITECT/ENGINEER SHOWN AND ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE NEW FOR ANY CORD-AND-PLUG CONNECTED EQUIPMENT THAT IS NOT EQUIPPED WITH AN SPST SINGLE POLE, SINGLE THROW NL UNSWITCHED NIGHTLIGHT LUMINAIRE MODIFIER WORK. INTEGRAL CORD AND PLUG. E. PHASING OF ELECTRICAL DEMOLITION SHALL FOLLOW THAT OF THE GENERAL D. SEE PANEL SCHEDULES FOR INFORMATION ON CIRCUITS THAT ARE TO BE ROUTED DPST DOUBLE POLE, SINGLE THROW WP WEATHERPROOF MODIFIER CONTRACTOR. COORDINATE REMOVAL OF ELECTRICAL WORK WITH OTHER THROUGH CONTACTORS OR RELAYS FOR CONTROL. CONSTRUCTION ACTIVITIES AND THE REQUIREMENTS OF THE OWNER. E. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PRESERVING THE FIRE 3PST THREE POLE, SINGLE THROW RS RIGID STEM MOUNT (PEDESTAL FROM FLOOR) MODIFIER F. WHERE ITEMS ARE SHOWN HATCHED, ITEMS ARE TO BE DEMOLISHED ALONG WITH RATING OF ANY FIRE-RATED CEILING ASSEMBLIES BY PROVIDING THE THEIR ASSOCIATED BOXES, CONDUITS, CONDUCTORS, SUPPORTS, AND HANGERS APPROPRIATE FIRE-RATED LUMINAIRE TENTS AS MANUFACTURED BY TENMAT OR 4PST FOUR POLE, SINGLE THROW RP RIGID PENDANT MOUNT (FROM CEILING) MODIFIER UNLESS INDICATED OTHERWISE. NELSON FIRESTOP OR BY BUILDING FIRE-RATED ENCLOSURES AROUND EACH G. ELECTRICAL CIRCUITS THAT ARE TO BE REMOVED SHALL BE REMOVED IN THEIR LUMINAIRES THAT IS RECESSED INTO THE FIRE-RATED ASSEMBLY. COORDINATE SPDT SINGLE POLE, DOUBLE THROW DC DROP CORD MOUNT (FROM CEILING) MODIFIER ENTIRETY. CONDUCTORS SHALL BE REMOVED FROM THE ITEM TO BE DEMOLISHED FIRE-RATED CEILING ASSEMBLY LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. TO THE SOURCE OVERCURRENT DEVICE. RACEWAYS WHICH ARE INSTALLED IN OR F. ALL EQUIPMENT, DEVICES, AND LUMINAIRES SHALL BE SUITABLE FOR THE Schnac��I DPDT DOUBLE POLE, DOUBLE THROW PT POKE-THRU MODIFIER BELOW FLOORS OR WITHIN WALLS MAY BE ABANDONED, BUT ALL OVERHEAD OR ENVIRONMENT IN WHICH THEY ARE INSTALLED. EQUIPMENT MOUNTED OUTDOORS engineers, EXPOSED RACEWAYS SHALL BE REMOVED. EXPOSED RACEWAYS TO BE ABANDONED SHALL BE NEMA 3R. DEVICES MOUNTED IN DAMP OR WET LOCATIONS SHALL BE g 3PDT THREE POLE, DOUBLE THROW H HORIZONTAL MOUNT MODIFIER SHALL BE REMOVED AND SHALL BE CUT OR CHISELED AT LEAST 2" INTO THE WEATHERPROOF. RECEPTACLES RATED 15- OR 20-AMPS AND 120 VOLTS WHICH ❑ New York Omaha o Los An eles o WALL OR FLOOR AND THE OPENING GROUTED SMOOTH. ARE LOCATED IN DAMP OR WET LOCATIONS SHALL BE GFCI PROTECTED AND 9 4PDT FOUR POLE, DOUBLE THROW HG HOSPITAL GRADE MODIFIER H. THE OWNER SHALL HAVE SALVAGE RIGHTS TO ANY ITEMS THAT ARE TO BE EQUIPPED WITH A SUITABLE WEATHERPROOF COVERPLATE (WHILE-IN-USE IN WET 8OO-SH1-0963 WWW.schnackel.com DEMOLISHED. THOSE ITEMS THAT THE OWNER WISHES TO SALVAGE SHALL BE LOCATIONS). NO NORMALLY OPEN TR TAMPER RESISTANT MODIFIER CAREFULLY REMOVED AND STORED IN A LOCATION AS DIRECTED BY THE OWNER. G. ALL LUGS, TERMINALS, ETC. IN ELECTRICAL DISTRIBUTION EQUIPMENT SHALL ALL OTHER ITEMS OF DEMOLITION SHALL BECOME THE PROPERTY OF THE BE LISTED FOR A MINIMUM OF 75 DEGREE C CONDUCTORS. TERMINATIONS NC NORMALLY CLOSED IG ISOLATED GROUND MODIFIER CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. LISTED FOR ONLY 60 DEGREE C CONDUCTORS ARE NOT PERMITTED. I. WHERE DEMOLITION WORK WILL INTERRUPT CIRCUIT CONTINUITY TO OTHER AREAS H. BRANCH CIRCUITS RATED AT 20 AMPS AT 120 VOLTS THAT ARE LONGER THAN 75 GND GROUND IF ILLUMINATED FACE MODIFIER OF THE FACILITY THAT ARE TO REMAIN IN OPERATION, THEN RACEWAY AND FEET SHALL BE #10 AWG MINIMUM TO OFFSET VOLTAGE DROP. WIRING SHALL BE INSTALLED TO MAINTAIN THOSE AREAS IN COMPLETE I. BRANCH CIRCUITS RATED AT 20 AMPS AT 120 VOLTS THAT ARE LONGER THAN 150 EGC EQUIPMENT GROUNDING CONDUCTOR P PILOT LIGHT MODIFIER OPERATION. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED. COORDINATE ANY FEET SHALL BE #8 AWG MINIMUM TO OFFSET VOLTAGE DROP. INTE=RRUPTIONS WITH THE OWNER AT LEAST TWO WEEKS PRIOR AND ACCOMMODATE J. BRANCH CIRCUITS RATED AT 20 AMPS AT 277 VOLTS THAT ARE LONGER THAN 150 SEAL IGC ISOLATED GROUND CONDUCTOR SP SURGE PROTECTION MODIFIER THE OWNER'S NEEDS AS REQUIRED. FEET SHALL BE #10 AWG MINIMUM TO OFFSET VOLTAGE DROP. J. MAINTAIN CONTINUITY OF EXISTING CIRCUITS AS REQUIRED TO PROVIDE POWER K. CONDUCTORS #12 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #10 AWG AND GEC GROUNDING ELECTRODE CONDUCTOR GFCI GROUND-FAULT CIRCUIT INTERRUPTER MODIFIER TO REMAINING EQUIPMENT, DEVICES, AND LUMINAIRES THAT ARE NOT BEING LARGER ARE PERMITTED TO BE STRANDED. REMOVED. L. CIRCUITS SERVING EMERGENCY LIGHTING EQUIPMENT SUCH AS EMERGENCYS ��p PRope AHJ AUTHORITY HAVING JURISDICTION AFCI ARC-FAULT CIRCUIT INTERRUPTER MODIFIER K. WHERE EXISTING DEVICE OR JUNCTION BOXES MUST REMAIN IN EXISTING WALLS BATTERIES SHALL NOT SHARE A NEUTRAL (SHALL NOT BE PART OF A MULTIWIRE �E J e OR CEILINGS (SUCH AS FOR CIRCUITS THAT MUST BE MAINTAINED TO OTHER BRANCH CIRCUIT) WITH ANY OTHER CIRCUIT. PROVIDE A SEPARATE NEUTRAL A/E ARCHITECT/ENGINEER SR TOP OF(SHOW RECEPTACLE MOUNTED WITHIN 18 INCHES OF AREAS), THEN THEY SHALL BE FITTED WITH BLANK COVERPLATES. FOR EVERY CIRCUIT THAT SERVES EMERGENCY LIGHTING EQUIPMENT. �ir�16947PE L. WHERE DISTRIBUTION OR BRANCH CIRCUIT EQUIPMENT (PANELBOARDS, NEC NATIONAL ELECTRICAL CODE (NFPA 70) CR CONTROLLED RECEPTACLE MODIFIER SWITCHBOARDS, ETC.) IS TO BE REMOVED, THEN ALL CIRCUITS WHICH FEED ITEMS TO REMAIN SHALL BE RECONNECTED TO NEW DISTRIBUTION OR BRANCH CIRCUIT EQUIPMENT. REFER ALL QUESTIONS TO THE A/E FOR CLARIFICATION. HUI M. EXISTING PANEL DIRECTORIES SHALL BE UPDATED TO ACCURATELY REFLECT CONDITIONS AFTER WORK IS COMPLETE. UNUSED CIRCUIT BREAKERS SHALL BE ELECTRICAL SYMBOL LEGEND (SOME MAY NOT BE USED) LABELED AS "SPARE." N. IF HAZARDOUS MATERIALS (I.E. ASBESTOS, PCB'S, ETC.) ARE ENCOUNTERED AT SYMBOL DESCRIPTION SYMBOL DESCRIPTION ANY TIME DURING CONSTRUCTION IN THE WORK AREA, STOP WORK IMMEDIATELY AND CONTACT THE A/E OR THE OWNER. OR WALL MOUNTED SINGLE RECEPTACLE, NEMA 5-20R PANELBOARD, UTILITY POWER 0. ANY EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN OPERATION THROUGHOUT ® CONSTRUCTION. AUTOMATIC SMOKE DETECTORS IN THE AREA OF CONSTRUCTION DATEi 08/19/15 OR WALL MOUNTED DUPLEX RECEPTACLEPOWER DISTRIBUTION PANEL OR SHALL BE DISCONNECTED AND TEMPORARILY REPLACED WITH HEAT DETECTORS SEAL EXPIRATI❑N DATEi 06/30/16 ® SWITCHBOARD, UTILITY POWER WHEN THE SPACE IS STAFFED BY THE CONTRACTOR IN ACCORDANCE WITH THE OR WALL MOUNTED DEDICATED DUPLEX RECEPTACLEMETER AND SOCKET APPROVED FIRE SAFETY PROCEDURES OF THE OWNER AND THE LOCAL FIRE PROJECT NO., 343-590 g MARSHAL, BUT SHALL BE REACTIVATED WHENEVER THE SPACE IS NOT OCCUPIED WALL MOUNTED DUPLEX RECEPTACLE, ONE RECEPTACLEBY THE CONTRACTOR. AUTOMATIC SMOKE DETECTORS SHALL BE PROTECTED FROM DRAWN BY, JMs :IQ OR :0SWITCHED OR SPLIT-WIRED -0 WALL MOUNTED JUNCTION/OUTLET BOX DUST AND DIRT ACCUMULATION BY REMOVING THE DEVICE FROM ITS BASE DURING CHECKED BY, GRS ZIQOR :# WALL MOUNTED QUADRUPLEX RECEPTACLEOF OR ®J FLUSH FLOOR MOUNTED JUNCTION/OUTLET BOX THOSE TIMES WHEN THE SYSTEM IS ALLOWED TO BE OUT OF OPERATION. P. REMOVE ALL TELECOMMUNICATIONS CABLING NO LONGER IN USE BACK TO ITS WALL MOUNTED DEDICATED QUADRUPLEX RECEPTACLE OJ CEILING MOUNTED JUNCTION/OUTLET BOX SOURCE. C OR J�C Q. LUMINAIRES MARKED "EX" ARE EXISTING LUMINAIRES THAT ARE TO REMAIN IN PLACE. ALL EXISTING LUMINAIRES WITHIN THE LIMITS OF CONSTRUCTION WALL MOUNTED QUADRUPLEX RECEPTACLE, SPLIT-WIRED JUNCTION BOX MOUNTED ABOVE CEILING SHALL BE REPAIRED TO A LIKE-NEW CONDITION, THOROUGHLY CLEANED, AND OR WALL MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION MULTI-OUTLET ASSEMBLY RELAMPED. ANY EXISTING LUMINAIRES THAT ARE DAMAGED BEYOND REPAIR '� AS NOTED SHALL BE REPLACED WITH AN IDENTICAL LUMINAIRE. WALL MOUNTED RANGE RECEPTACLE, NEMA 14-50R UNLESSR. LUMINAIRES MARKED "RR" ARE EXISTING LUMINAIRES THAT ARE TO BE OR HAVE E@ OR ED INDICATED OTHERWISE _/ � CORD AND PLUG BEEN RELOCATED. ALL LUMINAIRES DESIGNATED FOR RELOCATION SHALL BE • MOTOR FLUSH FLOOR MOUNTED SINGLE RECEPTACLE, NEMA 5-20R M DISCONNECTED FROM EXISTING BRANCH CIRCUIT, REMOVED FROM EXISTING AREA, ❑O /� STORED, REPAIRED TO A LIKE-NEW CONDITION, INSTALLED IN REMODELED AREA, Q OR ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE / RECONNECTED, THOROUGHLY CLEANED, AND RELAMPED. ANY RELOCATED XX/X LUMINAIRES THAT ARE DAMAGED BEYOND REPAIR SHALL BE REPLACED WITH AN DXXA SAFETY SWITCH, SIZE AS INDICATED ON PLAN IDENTICAL LUMINAIRE. ®F OR RU FLUSH FLOOR MOUNTED DEDICATED DUPLEX RECEPTACLE FUSES RE FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE, SPLIT-WIRED XXA/X COMBINATION MAGNETIC MOTOR STARTER AND LEGEND ® OR ® FLUSH FLOOR MOUNTED QUADRUPLEX RECEPTACLE FUSES DISCONNECT SWITCH, SIZE AS INDICATED ON PLAN EXISTING SWITCH. SPST UNLESS INDICATED WITH MODIFIER. HORSEPOWER NEW WORK ® FLUSH FLOOR MOUNTED DEDICATED QUADRUPLEX RECEPTACLE $MOD RATED WHEN USED FOR MOTOR CONTROL OR DISCONNECTING ® NEW TO EXISTING CONNECTION ® FLUSH FLOOR MOUNTED QUADRUPLEX RECEPTACLE, MEANS. SPLIT-WIRED SWITCH ODIFIERS INCLUDING COMBINATIONS THEREOF: FLUSH FLOOR MOUNTED SPECIAL RECEPTACLE, : NEMA CONFIGURATION AS NOTED 3: 3-WAY (SPDT). OR ® ABOVE FLOOR SERVICE FITTING HUBBELL #SC3098A OR 4: 4-WAY. •� EQUAL; NEMA CONFIGURATION AS NOTED D: DIMMER. G: GLOW HANDLEN(HANDLEMGLOWS SSU SWITCH RIS OFF). • C CEILING MOUNTED SINGLE RECEPTACLE, NEMA 5-20R H: HORIZONTALLY MOUNTED. K: KEY OPERATED. OR �C CEILING MOUNTED DUPLEX RECEPTACLE M: MANUAL MOTOR CONTROLLER WITH OVERLOAD HEATER. ®C SB: SWITCH BANK (GANGED SWITCHES) ® CEILING MOUNTED DEDICATED DUPLEX RECEPTACLE OST: OCCUPANCY SENSOR. OS2: DUAL-RELAY OCCUPANCY SENSOR. ® P: PILOT LIGHT (PILOT ON WHEN SWITCH IS ON). C CEILING MOUNTED DUPLEX RECEPTACLE, SPLIT-WIRED T: TIMER. VS: VACANCY SENSOR. ® CEILING MOUNTED QUADRUPLEX RECEPTACLE LV: LOW VOLTAGE. C OR: OVERRIDE. ® OT: OVERRIDE WITH TIMER. C CEILING MOUNTED DEDICATED QUADRUPLEX RECEPTACLE WP: WEATHERPROOF DTM: SPD CENTER OFF, MOMENTARY CONTACT. ®C CEILING MOUNTED QUADRUPLEX RECEPTACLE, SPLIT-WIRED LOWERCASE LETTER: CONTROL LUMINAIRE WITH SAME LETTER. CEILING MOUNTED SPECIAL RECEPTACLE, NEMA C CEILING MOUNTED PHOTOCELL ® C CONFIGURATION AS NOTED BRANCH CIRCUITING, CONCEALED IN WALL OR CEILING � *PLDENOTESONUMB�RFOF RTLLEPHONE PORTS BRANCH CIRCUITING, CONCEALED IN OR UNDER FLOOR TELEPHONE OUTLET CEILING- C *P DENOTES NUMBER OF TELEPHONE PORTS BRANCH CIRCUITING, EXPOSED v TELEPHONE OUTLET WALL- *P DENOTES NUMBER OF TELEPHONE PORTS HOMERUN TO PANEL. THE NUMBER OF ARROWS INDICATES *DD TDENOTESTNUMBEER'OF DATA PORTS THE NUMBER OF CIRCUITS. TWO WIRES UNLESS NOTED DATA OUTLET CEILING; OTHERWISE SLASHES INDICATE NUMBER OF WIRES. GROUND �C *D DENOTES NUMBER DATA PORTS WIRE IS RffQUIRED BUT NOT INDICATED. A 7 INDICATES ISOLATED GROUND CONDUCTOR. DATA OUTLET WALL- *D DENOTES NUMBED OF DATA PORTS 7 CONDUIT STUBa COMBINATION TELEPHONE AND DATA OUTLET, FLOOR; *P *D DENOTES NUMBER OF TELEPHONE DATA PORTS Ar VERTICAL CONDUIT/CIRCUITCOMBINATION TELEPHONE AND DATA OUTLET, CEILING; nflC *P *D DENOTES NUMBER OF TELEPHONE DATA PORTS � COMBINATION TELEPHONE AND DATA OUTLET, WALL; I�D BELL v *P *D DENOTES NUMBER OF TELEPHONE DATA PORTS EV BUZZER m SIZE AS THICK PLYWOOD B� CHIME TV TELEVISION OUTLET, FLOOR QS SPEAKER, CEILING EIC TELEVISION OUTLET, CEILING �S SPEAKER, WALL TELEVISION OUTLET, WALL (DG SPEAKER, GROUND-MOUNTED Q PUSHBUTTON STATION, ONE BUTTON VC VOLUME CONTROL • • PUSHBUTTON STATION, TWO BUTTON FA-M-171 SOUND SYSTEM AMPLIFIER ••• PUSHBUTTON STATION, THREE BUTTON ® LOW VOLTAGE CONTROL TRANSFORMER ® RELAY TC AUTOMATIC TIMECLOCK PC PHOTOCELL FACP FIRE ALARM CONTROL PANEL 091 FIRE ALARM HORN, WALL MOUNTED EVAC I FIRE ALARM VOICE EVACUATION PANEL FIRE ALARM SPEAKER, WALL MOUNTED FAA FIRE ALARM REMOTE ANNUNCIATOR ® FIRE ALARM STROBE, WALL MOUNTED ZAM FIRE ALARM ZONE ADDRESSABLE MODULE AND ALARM COMBINATION MOUNTED RN F❑ TIGARD SOUTH FIRE ALARM MANUAL PULLSTATION AIND ALARM C MBlIN TION SPEAKER � 6600 SW BON ITA ROAD -(� AUTOMATIC SMOKE DETECTOR, WALL MOUNTED Ir IVC FIRE ALARM HORN, CEILING MOUNTED TIGARD, OR 97224 ® AUTOMATIC SMOKE DETECTOR, CEILING MOUNTED 04C FIRE ALARM SPEAKER, CEILING MOUNTED AUTOMATIC SMOKE DETECTOR, DUCT MOUNTED, AND FIRE ALARM STROBE, CEILING MOUNTED N0. REVISIONS: DATE: (DD FIRE ALARM RELAY (INTEGRAL OR FIELD•-INSTALLED) ❑C FR—TS-1 DUCT SMOKE DETECTOR REMOTE TEST SWITCH LMIFIRE ALARM AD TOE, CILIGMOUTE -� AUTOMATIC HEAT DETECTOR, WALL MOUNTED ITC AND ALARM COMBINATION AUTOMATIC HEAT DETECTOR, CEILING MOUNTED FIRE SPRINKLER ELECTRONICALLY ® TER, TED PISUPERVISED POST INDICATOR VALVE F FIRE SPRINKLER FLOW SWITCH ED FIRE SPRINKLER ALARM BELL F MONITORING SYSTEM SUPERVI SORY CONNECTION N Q FIRE ALARM MAGNETIC DOOR HOLDER LIGHTING CONTROL SYSTEM SYMBOL LEGEND MFR./MODEL NUMBER SYMBOL GENERAL DESCRIPTION (UNLESS NOTED OTHERWISE) DESCRIPTION/FUNCTION (EQUALS ARE ACCEPTABLE) LANDLORD oc\/IEW ISSUE DATE: 08/11/2015 120V OR 277V SINGLE RELAY WALL SWITCH SENSOR AUTOMATICALLY TURNS TENANT REVIEW ISSUE DATE: 08/11/2015 WALL SWITCH OCCUPANCY ALL LIGHTS ON AND OFF BASED ON OCCUPANCY; MANUAL SWITCH BID ISSUE DATE: 08/11/2015 S1 SENSOR - ON/OFF WATTSTOPPER #DSW-301 OVERRIDES AUTOMATIC FUNCTION UNTIL NEXT AUTOMATIC EVENT; INTEGRAL PERMIT ISSUE DATE: 08/11/2015 PHOTOSENSOR PREVENTS LIGHTS FROM TURNING ON WHEN ADEQUATE NATURAL LIGHT IS AVAILABLE CONSTRUCTION ISSUE DATE: 08/11/2015 120V OR 277V DUAL RELAY WALL SWITCH SENSOR AUTOMATICALLY TURNS PARTIAL LIGHTING ON BASED ON OCCUPANCY AS INDICATED ON THE PLANS; S2 WALL SWITCH SENSOR, DUAL RELAY wATTSTOPPER #DSW-302 PLANS,MANUALWALITCH L SWITCHNSENSORI TING URNS ALLNG ON AS LIGHTING OFFCATED ON THE AFTER MEOUT; REFERENCE ONLY INTEGRAL PHOTOSENSOR PREVENTS LIGHTS FROM TURNING ON WHEN NOT APPROVED WITH THIS PERMIT ADEQUATE NATURAL LIGHT IS AVAILABLE DRAWING TITLE: ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND DRAWING NUMBER: PROJECT COORDINATOR/DESIGN CONSULTANT METER SOCKET CTs M I CT L� WGROUP CABINET 2 SETS OF 2641 IRVING BLVD. 4 - #350kcmil, DALLAS, TEXAS 75207 EACH SET TEL: 214-638-6800 IN 2 1/2" CONDUIT 600/3 ARCHITECT/ENGINEER 600A PANEL "A" SCHEDULE FUSES (SAFETY FED FROM: METER CENTER MOUNTING: SURFACE MOUNTED L —1 SWITCH VOLTAGE: 120/208V, 3 PHASE, 4 WIRE ENCLOSURE: NEMA 1 2 SETS OF BUS MATERIAL: ALUMINUM OR COPPER FAULT CURRENT: 57520 AMPS 4 - #350kcmil, BUS LOAD: 228 AMPS AIC RATING: 65 kAIC #1 GROUND BUS RATING: 600 AMPS OPTIONS*: BONDED EQUIPMENT GROUND BAR EACH SET MAIN: MAIN LUG ONLY IN 2 Ic RhnackeI LOAD (VA) LOAD (VA) CONDUIT 2" 1:lD engineers® NOTES CKT. LOAD DESCRIPTION A B C BREAKER BREAKER A B C LOAD DESCRIPTION CKT. NOTES 1 E-STAT 200 20/1 20/1 1020 SHOWROOM DAYLIGHTING 2 C-1 ❑ New York ❑ Omaha ❑ Los Angeles ❑ 3 LCP 200 20/1 20/1 1360 SHOWROOM LIGHTING 4 C-1 PANEL 800-581-0963 www.schnackel.com 5 DIMMING PANEL 200 20/1 20/1 1615 SHOWROOM LIGHTING 6 C-1 A 7 SHOW WINDOW REC. 360 20/1 20/1 1530 SHOWROOM LIGHTING 8 C-1 9 SHOWROOMSHOWROOM RE 1440 20/1 20/1 1615 SHOWROOM LIGHTING 10 C-2 11 TELEPHONE BOARD 360 20/1 20/1XMX 939 FILES/RECORDS RR LTG 12 13 SHOWROOM RECEPT. 1080 20/1 20/1 360 SHOW WINDOW REC. 14 ONE- LINE DIAGRAM15 SATELLITE DESK 200 20/1 20/1 1620 SHOWROOM RECEPT. 16 SEAL 17 SHOWROOM RECEPT. F± 1080 20/1 20/1 1260 SHOWROOM RECEPT. 18 NOT TO SCALE C-3 19 SIGN 1200 20/1 20/1 1200 SIGN 20 C-3 C-3 21 SIGN 1200 20/1 20/1 360 SHOW WINDOW REC. 22 C-3 23 SIGN 1200 20/1 20/1 1200 "OPEN" SIGN 24 25 CASHWRAP REC. 360 20/1 20/1 600 EWC 26 GFCI C�c'���G N���`rf/�� 27 CASHWRAP POS 500 20/1 20/1 540 SHOWROOM, WOMEN'S, 28 �Ci�16047PE�'A 29 RTU RECEIPTS 720 20/1 20/1 SPARE 30 NOTE 4 31 SPARE 20/1 1 20/1 SPARE 32 PER/METER 33 SPARE 20/1 20/1 SPARE 34 CLOSURE R G N 35 SPARE 20/1 20/1 SPARE 36 OTE 5 NOTE 4--- 37 37 SPARE 20/1 20/1 SPARE 38 NOTE 4 yR ,S 39 SPARE 20/1 20/1 SPARE 40 NOTE 4 41 SPARE 20/1 20/1 SPARE 42 NOTE 1 43 SPARE 20/1 20/1 SPARE 44 NOTE 4 NOTE 4 DATE, 08/19/15 45 SPARE 20/1 20/2 1000 HWH-1 46 NOTE 7 SEAL EXPIRATION DATEi 06/30/16 47 SPARE 20/1 --- 1000 ------ 48 CROSS NOTE 6 NOTE 4 PROJECT NO., 343-590 49 RTU-1 290650/3 50/3 2906 RTU-3 50 RUNNERS DRAWN BYE JMs 51 ------ 2906 --- --- 2906 ------ 52 NOTE 3 NOTE 7 NOTE 5 CHECKED BYE GRS 53 ------ 2906 --- --- 2906 ------ 54 NOTE 2 NOTE 5 NOTE 4 55 RTU-2 2906 50/3 50/3 2906 RTU-4 56 MAIN NOTE 3 NOTE 5 57 ------ 2906 --- --- 2906 ------ 58 RUNNER NOTE 2 59 ------ 2906 --- --- 2906 ------ 60 MAIN NOTE 3 TOTALS: 9012 9352 9372 10522 12307 11826 RUNNER NOTES: NOTE 2 * PROVIDE HANDLE TIES FOR ALL MULTIWIRE BRANCH CIRCUITS. SEE SPECIFICATIONS FOR OTHER OPTIONS REQUIRED. NOTE 2-� GFCI CIRCUIT BREAKER SHALL BE GROUND-FAULT CIRCUIT INTERRUPTING (GFCI) TYPE C-# CIRCUIT SHALL BE ROUTED THROUGH CONTACTOR, # = CONTACTOR NUMBER ACOUSTIC TILE CEILING BRACING DETAIL RECESSED LUMINAIRE BRACING DETAIL WTES APDLICM&E TO THIS DETAIL: 1. PERIMETER CLOSURE- 7. L UMINA IRES: A. PERIMETER CLOSURE SHALL SE A MINIMUM OF 7/8" WIDE. A. LUMINAIRES SHALL BE POSITIVELY ATTACHED TO THE GRID SYSTEM. N.E.C. LOAD ANALYSIS FOR PANEL "A" (INCLUDING SUBFEEDS) B ADJACENT WALLS .SS RUNNERS MAY BE ATTACHED TO PERIMETER CLOSURE AT TWO B. FROM THE LUMINAIRE HOUSING DIRECTLY TO THE STRUCTURE A80VE.NNECTED gum- DEMAND PHASE A (VA) PHASE B (VA) PHASE C (VA) TOTAL (VA) 2. MAIN RUNNERS- C. RECESSED LUMINAIRES WEIGHING LESS THAN 20 POUNDS SHALL HAVE ONE 12 A. INSTALL LEVEL TO WITHIN 1/8" IN 12'-0" GAUGE HANGER WIRE CONNECTED FROM THE LUMINAIRE HOUSING TO THE LOAD DESCRIPTION FACTOR CONNECT. DEMAND CONNECT. DEMAND CONNECT. DEMAND CONNECT. DEMAND B. MAIN RUNNERS SHALL BE CLASSIFIED AS EITHER INTERMEDIATE-DUTY OR HEAVY- STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. LIGHTING: 125% 2750 3438 3175 3969 2754 3443 8679 10849 DUTY. D. RECESSED LUMINAIRES WEIGHING BETWEEN 20 POUNDS AND 56 POUNDS SHALL RECEPTACLE: 95% 2160 2055 4660 4433 4260 4053 11080 10540 C. THE ENDS OF MAIN RUNNERS SHALL BE CONNECTED TOGETHER AT THE PERIMETER HAVE TWD 12 GAUGE HANGER WIRES CONNECTED FROM THE LUMINAIRE HOUSING TO CLOSURE TO PREVENT TWISTING. THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. OTHER CONTINUOUS: 125% 2400 3000 1200 1500 1560 1950 5160 6450 J. CROSS RUNNERS.- E. RECESSED LUMINAIRES WEIGHING MORE THAN 56 POUNDS SHALL HAVE OTHER NONCONTINUOUS: 100% 600 600 0 0 0 0 600 600 A. CROSS RUNNER SHOULD SE OF SAME LOAD CARRYING CAPACITY AS MAIN RUNNERS. INDEPENDENT SUPPORT FROM THE STRUCTURE ABOVE. B. THE ENDS OF CROSS RUNNERS SHALL BE CONNECTED TOGETHER AT THE PERIMETER F. SURFACE MOUNTED LUMINAIRES SHALL HAVE 9 GAUGE HANGER WIRE CONNECTED WATER HEATING: 100% 0 0 1000 1000 1000 1000 2000 2000 CLOSURE TO PREVENT TWISTING, FROM THE LUMINAIRE HOUSING DIRECTLY TO THE STRUCTURE ABOVE. COOLING ONLY: 100% 11624 11624 11624 11624 11624 11624 34872 34872 4. VERTICAL SUSPENSION WIRES- G. WHERE THE CEILING SYSTEM IS CLASSIFIED AS 'INTERMEDIATE-DUTY, " ADD 25% OF LARGEST MOTOR: 100% 25 25 25 25 25 25 75 75 A. WIRES SHALL BE TAUT. NO KINKS OR SENDS ALLOWED. LUMINAIRES SHALL BE SUPPORTED BY 12 GAUGE HANGER WIRES ATTACHED WITHIN B. WIRES SHALL NOT PRESS AGAINST INSULATED DUCTS OR PIPES. 3" OF EACH CORNER OF THE LUMINAIRE. 57'-0" SHOW WINDOW AT 200 VA/FT: 125% 3800 4750 3800 4750 3800 4750 11400 14250 C. WIRES SHALL NOT BE SMALLER THAN 12 GAUGE SPACED 4 '-0" ON CENTER ALONG H. HANGER WIRES SHALL MEET THE SAME INSTALLATION REQUIREMENTS AS VERTICAL TOTAL: 23359 25492 25484 27301 25023 26844 73866 79636 1 EACH MAIN RUNNER. SUSPENSION WIRES. D. WIRES SHALL BE ATTACHED WITH A MINIMUM OF THREE TURNS. 8. MECHANICAL SERVICES.- EQUIVALENT AMPS: 195 213 213 228 209 224 206 222 1 E. WIRES SHALL NOT HANG MORE THAN 1:6 OUT OF PLUMB UNLESS COUNTERSLOPING A. AIR TERMINALS WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY PHASE BALANCE: -6% -4% 4% 1 3% 2% 2% WIRES ARE PROVIDED. ATTACHED TO THE MAIN RUNNER. F. WIRES SHALL NOT BEND AROUND INTERFACING MATERIAL OR EQUIPMENT. B. AIR TERMINALS WEIGHING BETWEEN 20 POUNDS AND 56 POUNDS SHALL HAVE TWO G. PERIMETER WIRES SHALL BE INSTALLED WITHIN 8" OF WALLS. 12 GAUGE HANGER WIRES CONNECTED FROM THE TERMINAL TO THE STRUCTURE H. THE CONNECTION DEVICE FROM THE VERTICAL SUSPENSION WIRE TO THE ABOVE AND SHALL BE POSITIVELY ATTACHED TO THE MAIN RUNNER. THE HANGER STRUCTURE ABOVE MUST SE CAPABLE OF SUPPORTING A MINIMUM OF 100 POUNDS. WIRES MAY BE SLACK. 5. LATERAL FORCE (SPLAY) BRACING: C. AIR TERMINALS WEIGHING MORE THAN 56 POUNDS SHALL HAVE INDEPENDENT A. LATERAL FORCE (SPLAY) BRACING IS REQUIRED FOR CEILINGS LARGER THAN 144 SUPPORT FROM THE STRUCTURE ABOVE. SQUARE FEET. D. HANGER WIRES SHALL MEET THE SAME INSTALLATION REQUIREMENTS AS VERTICAL B. FOUR 12 GAUGE WIRES SHALL BE SECURED TO THE MAIN RUNNER WITHIN 2" OF SUSPENSION WIRES. THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER 9. INSPECTION PROCEDURES: AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A. ACOUSTICAL TILES ARE NOT TO BE INSTALLED PRIOR TO ALL REQUIRED C. LATERAL FORCE (SPLAY) BRACING CONNECTION STRENGTH MUST BE A MINIMUM OF INSPECTIONS BEING APPROVED. 200 POUNDS OR THE DESIGN LOAD, WHICHEVER IS GREATER. B. ELECTRICAL, PLUMBING, MECHANICAL AND FIRE SPRINKLERS MUST BE APPROVED D. RESTRAINT POINTS SHALL BE PLACED 12'-0" ON CENTER IN BOTH DIRECTIONS PRIOR TO CALLING FOR CEILING INSPECTION. WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. RESTRAINT POINTS C. LIGHT LUMINAIRES MUST BE ATTACHED TO RUNNERS AT TIME OF ELECTRICAL SHOULD COINCIDE WITH COMPRESSION STRUT LOCATIONS. INSPECTION, E. ROOMS EXCEEDING 12'-0" IN WIDTH REQUIRE A MINIMUM OF TWO RESTRAINTS. F. WIRES INSTALLED PERPENDICULAR TO TRUSSES MUST BE ATTACHED TO TOP CONDUIT MAXIMUM HEIGHT METAL STUD SIZE MAXIMUM HEIGHT CHORD. SIZE G. WIRES INSTALLED PARALLEL TO TRUSSES MAY SE INSTALLED TO BOTTOM CHORD. ( ) EMT RMC 3-5/8" x 20 GA. 6. COMPRESSION STRUTS. 1/2' 3'-10" 4'-4" 3-5/8" x 18 GA. 12'-0" A. COMPRESSION STRUTS ARE REQUIRED FOR CEILINGS LARGER THAN 144 SQUARE 3/4" 5'-2" 5'-7" FEET. B. COMPRESSION STRUTS SHALL BE PLACED 12'-0" ON CENTER IN BOTH DIRECTIONS 1" 6'-6" 7'-0" WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. COMPRESSION STRUT 1-1/4" 6'-6" 9'-0" LOCATIONS SHOULD COINCIDE WITH LATERAL FORCE (SPLAY) BRACING RESTRAINT POINTS. 1-1/2" 9'-10" 10'-5" C. STRUTS SHALL BE INSTALLED PLUMB. 2" --- 13'-2" D. STRUTS SHALL BE FASTENED TO THE MAIN RUNNER. E. STRUTS SHALL MEET THE SIZE REQUIREMENTS OF THE CHART BELOW UNLESS AN ALTERNATE WITH ENGINEERED CALCULATIONS IS SUBMITTED AND APPROVED. ACOUSTIC TILE CEILING SEISMIC BRACING DETAIL PER UBC 25-2 2 NOT TO SCALE TIGARD SOUTH LUMINA \ (TYPICAL) - 6600 SW BON ITA ROAD 0 NEUTRAL TIGARD, OR 97224 0 120V BLACK OI II ` RED BLUE \ NO. REVISIONS: DATE: BROWN M EF 0 0 PLAN SYMBOL: $S2 0 BLACK O CD II RED \ BLUE ` BROWN 0 0 PLAN SYMBOL: $S2 LANDLORD REVIEW ISSUE DATE: 08/11/9015 GEAERAL AOTES APPLICABLE TO THIS DETAIL: TENANT REVIEW ISSUE DATE: 08/11/2015 A. CONTRACTOR SHALL SET DIP SWITCHES TO ACCOMPLISH THE FOLLOWING SEQUENCE OF BID ISSUE DATE: 08/11/2015 OPERATION.' PERMIT ISSUE DATE: 08/11/2015 1. RELAY 1 (RED WIRE) OF EACH OCCUPANCY SENSOR SHALL BE SET AS MANUAL ON CONSTRUCTION ISSUE DATE: 08/11/2015 TO TURN LIGHTS IN THE RESTROOM ON AND SHALL TURN LIGHTS OFF AFTER 15 MINUTES OF NOT SENSING MOTION. A. ONL Y THE L IGHTS WI THIN THE RESTROOM ASSOCIA TED WI TH THE OCCUPANCY SENSOR SHALL BE ENERGIZED BY THE OCCUPANCY SENSOR. REFERENCE ONLY 2. RELAY 2 (BROWN WIRE) OF EACH OCCUPANCY SENSOR SHALL BE SET AS AUTOMATIC ON TO TURN EXHAUST FAN ON UPON OCCUPANT ENTERING THE ROOM NOT APPROVED WITH THIS PERMIT AND SHALL AUTOMATICALL Y TURN EXHAUST FAN OFF AFTER 3O MINUTES OF NOT SENSING MOTION. A. ACTIVATION OF EITHER OCCUPANCY SENSOR SHALL ENERGIZE THE EXHAUST DRAWING TITLE: FAN. EXHAUST FAN SHALL ONL Y TURN OFF WHEN BOTH OCCUPANCY SENSORS TIMEOUT AFTER 3O MINUTES OF NOT SENSING MOTION. B. EXHAUST FAN SHALL REMAIN RUNNING FOR 15 MINUTES AFTER THE ELECTRICAL PANEL SCHEDULES OCCUPANCY SENSOR SWITCHES THE ROOM'S LIGHTING OFF. AND DETAILS DRAWING NUMBER: EXHAUST FAN CONTROL DETAIL- NOT TO SCALE E0ol PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL NOTES. GENERAL LUMINAIRE SCHEDULE NOTES LUMINAIRE SCHEDULE A. ALTHOUGH NOT SPECIFICALLY INDICATED ON THIS PLAN, THE CONTRACTOR SHALL PROVIDE ALL DIMMING CONTROL WIRING, INCL(.DING 0-10V CONTROL WIRING, PER MANUFACTURER'S A. SEE THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF N. WHEN REQUIRED, PROVIDE FIRE-RATED LUMINAIRE COVERS (LUMINAIRES TENTS) MOUNTING RECOMMENDATIONS. I ALL LUMINAIRES. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL TAKE FOR LUMINAIRES INSTALLED IN FIRE-RATED CEILING ASSEMBLIES OR PROVIDE PRECEDENCE OVER THE LIGHTING PLAN IN REGARDS TO LUMINAIRE LOCATIONS. FIRE-RATED BOXES AROUND EACH LUMINAIRE. COORDINATE LOCATIONS OF FIRE- CEILING WALL GRADE B. COORDINATE THE MOUNTING HEIGHT OF ALL LUMINAIRES WITH THE ARCHITECT RATED CEILING ASSEMBLIES WITH THE ARCHITECTURAL PLANS. o z z KEYED NOTES. PRIOR TO ROUGH-IN. 0. PROVIDE LUMINAIRES THAT ARE INSULATED CEILING (IC) RATED WHEN RECESSED LAMP SPECIFICATION C. EXIT SIGNS SHALL BE CEILING-MOUNTED UNLESS INDICATED OTHERWISE. WHERE INTO INSULATED CEILINGS. IF THE FIXTURE CAN NOT BE PROVIDED WITH AN (SEE KEYED NOTE A) w w o w w 2 ¢ 1. CONNECT SECOND RELAY OF DUAL-RELAY OCCUPANCY SENSOR TO cn 0 z cn 0 = v EXHAUST FAN SERVING THE RESTROUMS. PROGRAM OCCUPANCY SENSOR WALL-MOUNTED EXIT SIGNS ARE INDICATED ABOVE A DOOR OR TO THE SIDE OF A IC RATING, INSULATION SHALL NOT BE INSTALLED ABOVE OR WITHIN 3 INCHES cn a w cn a = v a w w a w w cn z w SUCH THAT EXHAUST FAN REMAINS ON FOR 15 MINUTES AFTER RELAY CORRIDOR, THE EXIT SIGN SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN 6 OF THE LUMINAIRE. COORDINATE LOCATIONS OF INSULATED CEILINGS WITH THE LAMP LAMP LAMP VA 0 a V v of z idGROUP INCHES ABOVE THE TOP THE DOOR FRAME. ARCHITECTURAL PLANS. MARK w > > w > o o CONTROLLING THE L IGHTING TIMES OUT. SEE SHEET E2.0 FORFI DESCRIPTION MANUFACTURER CATALOG NUMBER QUAN DESCRIPTION TYPE VOLTS LOAD a U) N M V) w N a CD > REMARKS LOCATION OF EDXHAUST FAN AND DETAIL 1/EO. 1 FOR ADDITIONALD. CONFIRM ALL LUMINAIRE FINISHES WITH THE ARCHITECT PRIOR TO ORDERING. P. ALL EXIT SIGNS SHALL BE EQUIPPED WITH INTEGRAL EMERGENCY BATTERIES PROVIDE WITH 0-10V DIMMING BALLAST INFORMATION. E. PROVIDE ALL ACCESSORIES INCLUDING TRIM RINGS, STEMS, CANOPIES, CORDS, THAT PROVIDES A MINIMUM OF 90 MINUTES OF RUN TIME. A 2X4 RECESSED PARABOLIC LITHONIA 2PM3N-G-B-3-32-18-LD-MVOLT 3 F032T8/841/XP FL UNV 85 X ADVANCE MARK VII ADZT 2. INSTALL PHOTOSENSOR TO CEILING. CONNECT TO LIGHTINSTAT MOUNTING HARDWARE, RESTRAINTS, HURRICANE CLIPS, ETC., NECESSARY TO Q. COORDINATE MOUNTING LOCATION, NUMBER OF FACES, AND DIREC11ONAL ARROWS NEL. SEE SHEET E4.0 FOR ADDITIONAL INFORMATION. 2641 IRVING BLVD. ADVANCE MARK VII J. CONNECT EXHAUST FAN ET SERVING THE FILE/RECORDS ROOM. MOUNT THE FIXTURE IN A COMPLETE, PROPER, AND APPROVED METHOD. OF EXIT SIGNS AS REQUIRED TO MARK PATHS OF EGRESS TO THE SATISFACTION AE 2X4 RECESSED PARABOLIC LITHONIA 2PM3N-G-B-3-32-18-LD-MVOLT-EL14 3 F032T8/841/XP FL UNV 85 X PROVIDE WITH 0-10# DIMMING BALLAST DIMMING PAA F. PROVIDE ANY SEISMIC BRACING AND/OR RESTRAINTS REQUIRED BY THE OF THE AUTHORITY HAVING JURISDICTION. SEE ECT FOR ADDITIONAL INFORMATION. DALLAS, TEXAS 75207 AUTHORITY HAVING JURISDICTION. R. PROVIDE A FACTORY-INSTALLED OR FIELD-INSTALLED EMERGENCY BATTERY THAT X1 .EXIT SIGN LITHONIA EDG 1 R EL - INCLUDED LED 277 2 X X 4CONNECT LIGHTING CIRCUIT TO DIMMING PANEL. SEE SHEET E4.0 TEL: 214-638-6800 G. PROVIDE CHAIN HANGERS FOR ALL SUSPENDED CHANNELS AND/OR STRIPLIGHTS IN PROVIDES A MINIMUM OF 90 MINUTES OF RUN TIME IN EACH LUMINAIRE FOR ADDITIONAL INFORMATION. UNFINISHED AREAS. INDICATED AS EMERGENCY LUMINAIRE. LUMINAIRE SCHEDULE KEYED NOTES H. PROVIDE DRYWALL FRAMES FOR ALL LINEAR FLUORESCENT LUMINAIRES THAT ARE S. EMERGENCY BATTERIES FOR LINEAR FLUORESCENT AND/OR LONG COMPACT NOTE A: FL=FLUORESCENT, CFL=COMPACT FLUORESCENT, IND=INCANDESCENT, MH=METAL HALIDE, HPS=HIGH PRESSURE SODIUM, LED=LIGHT EMITTING DIODE ARCHITECT/ENGINEER RECESSED INTO DRYWALL CEILINGS. FLUORESCENT LAMPS SHALL BE RATED AT A MINIMUM OF 1400 LUMENS. THE I. PROVIDE A DISCONNECTING MEANS THAT OPENS ALL SUPPLY CONDUCTORS TO ANY EMERGENCY BATTERY SHALL POWER TWO LAMPS WHERE THE ASSOCIATED LUMINAIRE BALLAST SERVING FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE-ENDED LAMPS IS EQUIPPED WITH MORE THAN ONE LAMP. AND THAT CAN BE SERVICED IN PLACE. THE DISCONNECTING MEANS SHALL ALSO T. EMERGENCY BATTERIES FOR COMPACT FLUORESCENT LAMPS SHALL BE RATED AT A OPEN THE NEUTRAL CONDUCTOR TO THE BALLAST WHEN THE LUMINAIRE IS SERVED MINIMUM OF 700 LUMENS. THE EMERGENCY BATTERY SHALL POWER TWO LAMPS BY A MULIINRE BRANCH CIRCUIT. WHERE THE ASSOCIATED LUMINAIRE IS EQUIPPED WITH MORE THAN ONE LAMP. J. PROVIDE MULTIPLE BALLASTS FOR FLUORESCENT LUMINAIRES WHERE INDICATED U. ALL EXIT SIGNS, EMERGENCY LIGHTS, AND NIGHT LIGHTING SHALL BE TO HAVE MULTI-LEVEL SWITCHING. CIRCUITED AHEAD OF ANY SWITCHING. Ilk K. SUPPORT ALL LUMINAIRES COMPLETELY INDEPENDENT OF ANY SUSPENDED CEILING. SchnackeI L. PROVIDE EXTENSIONS FOR RECESSED LUMINAIRES WHERE REQUIRED BY THE CEILING THICKNESS. COORDINATE WITH THE ARCHITECTURAL DETAILS. °I, engineers, LUMINAIRES SHALL BE LISTED FOR INSTALLATION IN THE ENVIRONMENT IN WHICH THEY ARE LOCATED. LUMINARIES SHALL CARRY DAMP LOCATION AND/OR v New York o Omaha o Los Angeles ❑ WET LOCATION RATINGS AS REQUIRED. 800-581-0963 www.schnackel.com SEAL ,�E�ED PROFFf 16941 EREGON �'p �, _.�_.._.__.__— �� ✓ � X99 ILL _ _r .-.. .- ... DAYLIGHT ONE DAYLIGHT ZONE �... ..__........_. DAYLIGHT ZONE- -..._....w. I I I I I ----- DATES 08/19/15 SEAL EXPIRATI❑N DATEt 06/30/16 a a b b a a I b b I a PROJECT NO,, 343-590 � �,, DRAWN BYE JMs E I A A I A A A CHECKED BYi GRS NO 2 / I S LV I I S LV N TE 2 a a I b b I a a I b I a A-2, (N TE 4) AI- I EM A I AE EM A E I EM.ol A NO 2 LV —k I I I I i b b b b b b b b a a A-4, qz/ I A A A A A (NOTE 4)/E Nw c A A A A AD/ SH WRO I wl-j //z c c c c c c c c c A A A A A A-6, (NOTE ) A A d d d d d d d d d JE M A E EM AJ--, AE EM LD 'A NEL ' A-12 7r k d d d d d d d d d TIGARD SOUTH AE A A A A A A 6600 SW BONITA ROAD EM TIGARD, OR 97224 -8, NOTE 4) NOTE 3 NO. REVISIONS: DATE: CS> S S S M E _____.- � A 10,E ` 1 4 AE EM A E EM AJ--, I AE EM A ( OTE 4) E �.,. N e 4 ~X2 LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 I BID ISSUE DATE: 08/11/2015 N e e e e e e e e e PERMIT ISSUE DATE: 08/11/2015 cn, CONSTRUCTION ISSUE DATE: 08/11/2015 E OTE1 A A A A A WOMEN'S 1 Q3 JJ// DRAWING TITLE: LIGHTING PLAN DRAWING NUMBER: • - O APPROVED WITH THIS PER1VfTT 1 LIGHTING PLAN_ SCALE: 1/4" = 1'-0" cl: z El ■ KEYED NOTES. PROJECT COORDINATOR/DESIGN CONSULTANT 1, PROVIDE FINAL CONNECTION TO SIGNAGE. COORDINATE LOCATION 10. PROVIDE DUPLEX RECEPTACLE MOUNTED BELOW CEILING FOR "OPEN" AND ALL REQUIREMENTS WITH SIGN CONTRACTOR PRIOR TO ROUGH-IN. SIGN. SUPPORT OUTLET AND BOX FROM STRUCTURE. COORDINATE PROVIDE AN APPROPRIATE LOCAL DISCONNECTING MEANS MOUNTED IN EXACT LOCATION IN FIELD. AN ACCESSIBLE, INCONSPICUOUS LOCATION THAT IS WITHIN SIGHT 11. DISCONNECT SWITCH IS ASSUMED TO BE EXISTING. VERIFY FIELD OF THE SIGN. EACH SIGN CIRCUIT SHALL HAVE A SEPARATE CONDITIONS AND PROVIDE NEW IF DISCONNECT DOES NOT EXIST. NEUTRAL AND SEPARATE EQUIPMENT GROUNDING CONDUCTOR. INTERCEPT AND EXTEND EXISTING CIRCUI TING AS REQUIRED TO 2. PROVIDE A J'-O" x 4'-0" x J14" UL-LABELED FIRE-RETARDANT CONNECT TO CIRCUIT INDICATED. PLYWOOD BACKBOARD TIGHT TO CEILING FOR TELECOMMUNICATIONS 12• LIGHTSTAT DIMMING PANEL FURNISHED BY OWNER FOR INSTALLATION EQUIPMENT. PROVIDE GROUND BAR MOUNTED ON BACKBOARD WITH BY THE CONTRACTOR. SEE SHEET E4.0 FOR ADDI TIONAL EQUIPMENT GROUNDING CONDUCTOR CONNECTED TO POWER SYSTEM'S INFORMATION. COORDINATE EXACT REQUIREMENTS IN FIELD WITH GROUNDING ELECTRODE SYSTEM. OWNER'S PROJECT MANAGER. idG §m J. CONTRACTOR SHALL COORDINATE EXACT TELEPHONE SERVICE STUB 13. PROVIDE DIMMING CONTROLLER AND CONNECT TO LIGHTSTAT DIMMING LOCATION WITH LANDLORD IN FIELD AND EXTEND TO NEW TELEPHONE PANEL. SEE SHEET E4.0 FOR ADDITIONAL INFORMATION. BOARD LOCATION SHOWN. PROVIDE 1-1/2" CONDUIT IN WALL FOR 14. DEDICATED RECEPTACLE FOR TEL EPI iONE BOARD SHALL BE INSTALLED DA TA CARL ING. TERMINA TE DA TA CABL ING A T J" DIAMETER HOLE 6" CLOSE TO THE UPPER RIGHT HAND CORNER OF THE TELEPHONE BOARD. 2641 I RV I N G BLVD. ABOVE SHELF AND CENTERED ON THE PHONEBOARD. 15. PROVIDE (1) CA Tse CABLE TO TERMINATE ABOVE THE CEILING. 4. WEATHERPROOF GFCI SERVICE RECEPTACLE IS ASSUMED TO BE CABLING VENDOR SHALL CONNECT THE CABLING TO THE WIRELESS AP. DALLAS, TEXAS 75207 EXISTING. FIELD VERIFY CONDITIONS AND PROVIDE NEW IF 16. SPLIT-WIRED QUADRUPLEX RECEPTACLE. (2) RECEPTACLES SHALL BE TEL: 214-638-6800 RECEPTACLE DOES NOT EXIST. INTERCEPT AND EXTEND EXISTING DEDICATED. (2) RECEPTACLES SHALL BE STANDARD. PROVIDE (9) CIRCUITING AS REQUIRED TO CONNECT TO CIRCUIT INDICATED. CA Tse CABLES. (7) CA Tse CABLES SHALL BE FOR DA TA, (1) CA Tse 5. CONNECT EXHAUST FAN TO LIGHTING CIRCUIT SERVING THE CABLE FOR (2) PHONE LINES, AND (1) CAT5e CABLE FOR FAX. ARCHITECT/ENGINEER FILES/RECORDS ROOM. SEE E1.0 FOR ADDITIONAL INFORMATION. 17. CONTRACTOR TO PULL (1) CA Tse CABLE FOR SA TELL I TE DESK. 6. LIGHTSTAT E-STAT CABINET FURNISHED BY OWNER FOR INSTALLATION LOCATION FOR SATELLITE DESK IS TO BE VERIFIED WITH BY THE CONTRACTOR. SEE SHEET EJ.0 FOR ADDI TIONAL OWNER/ARCHI TECT PRIOR TO ROUGH-IN. INFORMATION. COORDINATE EXACT REQUIREMENTS IN FIELD WITH 18. LOCATION OF TRENCHING FOR POWER TO LOW WALLS. REFER TO OWNER'S PROJECT MANAGER. ARCHITECTURAL DRAWII.GS FOR EXACT L OCA TION AND ADDITIONAL 7. CONNECT TO LIGHTING CIRCUIT SERVING THE RESTROOMS VIA DUAL- INFORMATION. RELAY OCCUPANCY SENSORS. SEE LIGHTING PLAN AND DETAIL 1/EO. 1 FOR ADDITIONAL INFORMA TION. 8. LIGHTSTAT LIGHTING CONTROL PANEL FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR. SEE SHEET EJ.0 FOR Rhnackel ADDITIONAL INFORMATION. COORDINATE EXACT REQUIREMENTS IN FIELD WITH OWNER'S PROJECT MANAGER. engineers 9. DUCT SMOKE DETECTOR AND RELA Y FOR HVAC UNI T SUPPL Y FAN SHUTDOWN ARE ASSUMED TO BE EXISTING To REMAIN. CONTRACTOR k ❑ Omaha maa 11 Los Angeles o ❑ New h SHALL FIELD VERIFY EXISTENCE OF DUCT SMOKE DETECTOR AND 9 MAINTAIN CONTINUITY OF DUCT SMOKE DETECTOR WIRING. IF THE 800-581-0963 www.schnackel.com DUCT SMOKE DETECTOR DOES NOT EXIST, THE ELECTRICAL CONTRACTOR SHALL FURNISH DUCT SMOKE DETECTOR AND RELAY FOR HVAC UNIT SUPPL Y FAN SHUTDOWN FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALSO PROVIDE A REMOTE KEYED TEST STATION WI TH VISUAL STATUS ANNUNCIATOR WHEN DUCT SMOKE DETECTOR IS INSTALLED IN A CONCEALED LOCATION GREATER THAN 10'-0" ABOVE FINISHED FLOOR OR WHEN DUCT SMOKE DETECTOR'S STATUS INDICATORS ARE NOT READILY VISIBLE. COORDINATE LOCATION OF REMOTE KEYED TEST STATION WITH AUTHORITY HAVING SEAL JURISDICTION AND OWNER PRIOR TO ROUGH-IN. ALL FINAL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. PR G Cal N OR NO 7F 1 2116947r'E�'A _ - 23 J J I I - REG 114 � A-19,21,23,(#8,,¢`10,#1o) yR S ......._. _. ........ HE 1 I ........._____•_g... . ..._.__... .... .. . S ,.. .. II ... ' .....,._ g � 9 SR 7 g II (#10 WIRE) 16 .... I, SS 7 16 AI1-4 .. aP, , �• DATEi 08/19/15 SEAL EXPIRATI ON DATES 06/30/16 PROJECT N❑.i 343-590 A-50, S14 DRAWN BY, JMs CHECKED BYE GRS J 19 I NOTE 11 NOTE 1 J 20 I I WP \ \\ GFCI \ I EXISTING \ \ RTU-3 L \ \ i I I \ \ I NOTE 4 \ g NOTE 18 NOTE 18 NOTE 18 D NOTE 10 24 I I I _. 22 NOTE 9 S I A-20,22,24, w, I (#10,#12,#10) I 17 17 163=- 18 16 i 16 22 SR I € i . I A-49, -55, 13 WIRE) A (#10 (#f 0 WIRE) I ._ NOTE 11 NOTE 4 NOTE 11 NOTE 4 7 17 WP WP GFCI GFCI A-13,15,17, F — EXISTING F — EXISTING (#8,#12,#10) RTU-1 RTU-2 NOTE 15 ` 15 `` I L NOTE 17 I j A-29 I Q D 3 -14,16,18, SHOWROOM #12,#10,#12� — — J -I J 101 18 18 NOTE 9 18 18 NOTE 9 16 16 NOTE 14 A-7,9,11 11 17 17 13 NOTE 3 NOTE 2 1 ! I ' NOTE 6 I 3 NOTE A-56, 8 5 83,5 18 18 16 16 (#10 WIRE) NOTE 12 I NOTE 11 WP GFCI (` EXISTING RTU-4 L PANEL .'A I� NOTE 4 � TIGARD SOUTH NOTE 5 D 6600 SW BON ITA ROAD I � 13 J TIGARD, OR 97224 A-46 I NOTE 9 F NO. REVISIONS: DATE: EF-2 H WH-1 30_/2 Nom•._ `EF-1l NOTE >8 EN'S HALLWAY NOTE 7 _ - - _ FCI 8' o I I - - _F-0 —- - - r-o -- - - - - OT ,... 6E. LANDLORD REVIEW ISSUE DAT 08/11/2015 I I ENANT 08/11/2015 BD ISSUE DATE: 08/11/2015 ISSUE DATE: 08/11/2015 28 NOTE 1J �J GFI PERMIT ISSUE DATE: 08/11/2015 WOMEN'S�44"_- II A-25,27 CONSTRUCTION ISSUE DATE. 08/11/2015 / 015 NOTE 16 II I 28 II 13 13 13 '"" �'°�`` /" 711f �/ / / ;��� ✓ ✓ ✓ r `{,/ / ,^' // F„/ , ,r' f rr ,/ ,!! f/' ,r' i f r' ^/ r r'” •, ,r ,� r" ^, /// f r ,r // R DRAWING TITLE: r, / ^✓ " ,/ /^' f,^' / �^' ,f ,,°'` ,,''` ,,rr ,, ,r""' ,r /r ,✓ r,f` ,r^ >�✓ � '� ^/ ✓ / ,r' f 'I .......... POWER AND SYSTEMS PLAN rr^ ..... f' „f "/ rr f +,"'r .� �r fr /" ,, rr r° ,r`/ ✓ !` ,, '"r "r ''r °' ,r'r ! r f °r f//j/ ` 'r ."f ,.'r " f r"r'' ,,rr' rr /� ° r' rr°^`^ f ,/ / ^r ,/ ,," ,/` / r /,! ,', ^+' r` r' '! / / r' f ✓ ,/' r' .f" f� °'' / ^"`' .✓ � ir V^ry / 0' /^' ,,^^ // /''" / ✓'" /^ rr, /'. J''f /'` �//' ✓ f ,/' r' r ,, �' r,r /// f � /' � / r,"" ,^"' ,r' �f/ // r,„,' f////'',✓,✓ /' ///// ,! J//// ///// //'/,/ /,,+'///,' // re°1 r^ ,f'� / / ,r'f r" ✓� ///�^ ,I ,rW,,/'" /' ,, / ,^"`", r' ''r " , r' !' / J,// / ,f//'//',r/''/// �` /�^ f/ / !' r"'f / ,d I / / / r' / / / .f ! � � r°'" d' / / / f' / 1 �' /'' ./ � ,^f J" ./` / / ✓' ! f /` i I III , ,✓,!� //' /1 �"/,// '/ /,+''/ /// /` /° /' / ff I ,/' .�'' ,''f`" r"rf , ,r' ./ /" d'r ✓' ! ,� ./' / ,,' „, ,r J' /' / .''' / / f 1' ./ / /i'A/ / /' /'r / /' , / r DRAWING NUMBER: REFERENCE ONLY " NOT APPROVED WITH THIS PERMIT 1 POWER AND SYSTEMS PLAN SCALE: 1/4" = 1'-0" � E2mO z PROJECT COORDINATOR/DESIGN CONSULTANT WGROUP 2641 IRVING BLVD. DALLAS, TEXAS 75207 TEL: 214-638-6800 TYPICAL ROOFTOP UNIT ARCHITECT/ENGINEER k e A-4 A-6 SPARE SPARE A-20 A-21 5aSchnac engineers® SUPPLY AIR DUCT TO A1, A2 TERMINALS A-2 A-8 A-10 SPARE A-19 A-23 ❑ New York ❑ Omaha ❑ Los An eles ❑ ON UN/T2 THERMOSTAT 9 0 c� SUPPLY AIR SENSOR MOUNT ON DISCHARGE AIR DUCT ON a-STAT CAB/NET a 3a WITH PROBE IN DISCHARGE AIR STREAM CONTROLS SIGN LIGHTS 800-581-0963 www.schnackel.com 00 00 74Z Tiz o chIm 0 0 0 0 0 0 0 0 0 0 0 0 0 w w OD N 2 WIRE #18 AWG O 0 O O SEAL 00 V 1 O * O 0 SALES 0 0SALES 0 0 SIGN 0 �� PRO Fefsi �G 01N , O� EC9 TO E-STAT CAB/NET C-1 C-2 C-3 16947P 0 BROWN cAeLE � RE II AUTOMATIC LIGHTING CONTROL CONTACTOR TERMINATIONS o � ' 0a TO Al, A2 TERMINALS S ON UN/T 1 THERMOSTAT O ON a-STA T CAB/NET CONTROLS SALES LIGHTS DATES 08/19/15 PRE-MOUNTED REMOTE ROOM SENSOR SEAL e-Stat (TYPICAL) MOUNT IN SPACE TO EXPIRATIONDATES 06/ 0/1 PROJECT i 343-590 BE CONTROLLED O v ��� O DRAWN BY, JMs m,��r. CHECKED BYt GRS 0 0 M O r O TYPICAL E—STAT WIRING SCHEMATIC ' TO E-STA T CAB/NET 08 AW9-2C, ON-SHIELDED WIRE j08 AWG-2C, BLACK UN-SHIELDED WIRE FROM BLACK CABLE FROM SUPPL Y AIR SENSOR TO E-STAT a-STA T CAB/NET 70 LIGHTING CONTROL SALES (BY C010RACT51R) 1FRM/NALS FIELD WRING 08 AWG-2O; BROWN ON-SHIELDED WIRE FROM 118 AWG-2C, UN-SHIELDED WIRE > e-STAT CAB/NET 70 LIGH77NG C0N7ROL SIGN FROM REMOTE SENSOR TO E-STAT TERMINALS (BY CONTRACTOR) ,08 AWG-8C NON-SHIELDED WRE FROM E-STA T TO RTU LIGH75TA T AU70MA AC (BY CONTRACTOR) LIGH77NG CONTROLS ELEC7R/CAL CONDUIT PR07ECT TO A MIN/MUM 12' ABOVF 7HE FIN/SHED FLOOR SALES SIGN LIGHTS LIGHTS INPUT INPUT 120 VOLT 20 AMP 70 CUSTOMER NETWORK BREAKER CONIVEC7701V -NOTE.• MODEL SHOWN /S S S IG H N G (BY I.T. CON 7RAC70R) EPC-S-R-2 CAB/NET DIMENSIONS ARE Al A 1 A2 L=16" W­16" D=3.5" e FLUSH OR SURFACE MOUNT O O Oe O Oe O DED/CA 7ED 120 VAC CIRCUIT 70 POWER E-STA T CAB/NET ED O O � Q ALE GN ® xfrrrir TYPICAL E— STAT PRE MOUNTED CABINET oUGM 13GH1 • LOADS TO LIGH77NG f7XTURES SALES SIGN LIGHTS LIGHTS ON ON 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INPUT CABLE CAU77ON FROM THERMOSTATS Hlgh Voltage o 0 Electric FROM LIGH77NG CIRCUIT Do Not Open BREAKERS TO AU70MA AC 0 0 0 LIGH77NG CONTROL CONTACTORS 0 SALE SALES SIGN LIGHTS LIGHTS BYPASS BYPASS 0 0 0 0 LIGHTSTAT AUTOMATIC STORE ELECTRICAL 0 0 0 0 TIGARD SOUTH LIGHTING CONTROLS LIGHTING PANEL(S) ® 6600 SW BON ITA ROAD SALES SALES o TIGARD, OR 97224 LIGHTS LIGHTS ON ON o e NO. REVISIONS: DATE: E-STAT CABINET High V01t17ge 0 slcxd 0 E7ectrlc Do Not UGHISTAT AA LIGHTS • HLSG HTS 17 For service and Information callBYPASSBYPASS 800-292-2444 x 0 IGH TSTAT For service and Information call 800-292-2444 x 0 O DED/CA 1F0 INTERIOR DED/CA 7F0 120VAC C/RCU/T DOOR E X T E R I O R 120 VAC CIRCUIT 70 POWER ALC 18"W X 241h X 6"d TO POWER E-STAT CAB/NET LANDLORD REVIEW ISSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID AUTOMATIC LIGHTING CONTROL RISER DIAGRAM PERM ISSUEDATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 LIGHTSTAT DETAILS 1 NOT TO SCALE DRAWING TITLE: REFERENCE ONLY LIG HTSTAT DETAILS NOT APPROVED WITH THIS PERMIT DRAWING NUMBER: E3nO PROJECT COORDINATOR/DESIGN CONSULTANT SHIELD SHIELD RED lOV+ RED lOV+ LACK lOV— BLACK lOV 24VDC+" RED (RED) idGmuup LIGHT LEVEL PLENUM RATED WHITE 18-2 SHIELDED CABLE PLENUM RATED WHITE 18-2 SHIELDED CABLE AUTO/ GREEN CUT SHIELD AT THIS UP END OF THE CABLE WHITE 2641 IRVING BLVD. TYPICAL FOR ALL BALLAST TO BALLASTWIRING GRAY PURPLE TYPICAL FOR ALL BALLAST TO BALLASTWIRING �-J MANUAL DALLAS, TEXAS 75207 TEL: 214-638-6800 0-10 VOLT DIMMER SIGNAL H� UP WHITE LIGHT LEVEL �F— 1 (WHITE) DOWN ARCHITECT/ENGINEER z DOWN LIGHTING DRIVER _ BLACK Qu (BLACK) PLENUM RATED BLUE BLACK SHIELD 18-4 SHIELDED CABLE GROUND RED AUTO / (SHIELD) MANUAL WIRING BALLAST TO BALLAST DETAIL GREEN Rhnac I engineers® DIMMING PANEL TERMINAL BLOCK 1:1 New York ❑ Omaha ❑ Los Angeles o TO DIMMER CONTROL PUSHBUTTON 800-581-0963 www.schnackel.com OUT + RED U C RED A� SEAL :D� OUT — BLACK CUT SHIELD AT THIS c:)a_ C BLACK ) END OF THE CABLE \5���o PROFFf�io oO GROUND SHIELD OIN RED RED ��� �i�6947 E�p C SHIELD BLACK BLACK PLENUM RATED WHITE RITE WHIT REG N 18-2 SHIELDED CABLEPLENUM RATED PINK 18-3 SHIELDED CABLE ca TYPICAL FOR ALL DAYLIGHT SENS❑RES � s DIMMING PANEL TERMINAL BLOCK TO BALLAST DETAIL DATES 08/19/15 SEAL EXPIRATI❑N DATEi 06/30/16 PROJECT N❑j 343-590 INTERIOR LIGHT SENSOR ASSEMBLY DRAWN BY, JMS CHECKED BYE GRS S 120 VAC FROM DEDICATED CIRCUIT BREAKER RED 2 4 V D C + LV LINE VOLTAGE PANEL FEED USE COPPER CONDUCTORS ONLY C RED ) (DISCONNECT PROVIDE BY OTHERS) #12 (MAX) 60'C (140') SLV 0 ® ® ®®®®®®®•O 0 WHITE SIG �«. ® C WHITE ) "p.mw SLV N , „�, iRl BLACK LND-V +V T° 24VDC 3M&C 0 INPUT, 100 - 240Voac L5 � 0 LIGHTING FIXTURES C BLACK ) 60/60 HZ tl1l3aV OUTPUT 13V :� 2sV IN S H I E L D >t0 3ao MVV AUND MP ZONE 'a' T° C SHIELD ) rm►n- - + + 5 DIMMER LIGHTING FIXTURES PLENUM RATED PINK IN 18-3 SHIELDED CABLE ® ®®®® DIMMER ® DIMMER ZONE 'b' CONTROL TO Z❑NE 'a' LIGHTING POWER & SIGNAL WIRE FIXTURES TO INDIMMING PANEL TERMINAL BLOCK TO INTERIOR LIGHT SENSOR TO DAYLIGHT SENSOR DIMMER DIMMER C PLENUM RATED PINK 0 eee 0 CONTROL ZONE 'c' 18-3 SHIELDED CABLE ) s = T° ZONE 'b' LIGHTING FIXTURES I" .s "Q TO IN DIMMER DIMMER m rn o CONTROL ZONE 'd' Mw 14 ZONE 'c' TO DIMMER CONTROL 1 ,. TO ZONE 'd' LIGHTING FIXTURES IN C3 s DIMMER .. W ZONE 'e' o VI o 3= � T❑ DIMMER — CONTROL m � .., ZONE 'e' 0 RAML MEN=r0t�ti[..6AT C SSS!CCU C�TOUTKff AV7C� DLY 0 0 e e 6 0 JL ~` 3 ur 0-4 m 0 — 10 VOLT SIGNAL WIRE DAISY TIGARD SOUTH CHAINED FIXTURE T❑ FIXTURE m 6600 SW BON ITA ROAD m C PLENUM RATED WHITE 18-2 ur m SHIELDED CABLE) TIGARD, OR 97224 ,+ m 1- „r m POWER & SIGNAL WIRE NO. REVISIONS: DATE: m m }�, m TO DIMMER CONTROL o 0 = m PUSH BUTTON C PLENUM m y m -.jw W ur m ti m RATED BLUE 18-4 3= m m SHIELDED CABLE ) m � � M m -i m m � m 0 m _4 _� m O m m m 0 unrou PMT WAVr FmItr.GAT CL n!cmcL TANALM WPM�V C SLY 0 LANDLORD REVIEV"'QSUE DATE: 08/11/2015 TENANT REVIEW ISSUE DATE: 08/11/2015 BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: LIGHSTAT DIMMER REFERENCE ONLY PANEL DETAILS NOT APPROVED WITH THIS PERMIT DRAWING NUMBER: LIGHTSTAT DIMMING PANEL DETAILS- 1 NOT TO SCALE SECTION 260000 — ELECTRICAL GENIMAL CONDITIONS advance so that it proceeds with a minimum of interference to work D. Repair adjacent construction and finishes damaged during demolition concrete structural elements. Use beam clamps, steel spring clips, arc flash hazard labeling. pole on bottom. PROJECT COORDINATOR/DESIGN CONSULTANT that has not been completed and work that is in progress. Inform al I and extension work. steel ramset fasteners, or welded fasteners for steel structural 2.02 WIRE MARKERS: Provide cloth, tape, split sleeve, or tubing type wire B. Install wiring devices in outlet boxes and connect wiring device PART 1 GENERAL trades of openings required for the work and provide all special E. Maintain access to existing electrical installations that remain elements, Use self—drilling anchors or expansion anchors as approved markers at each conductor at panelboard gutters, pul I boxes, outlet boxes, grounding terminal to branch circuit equipment grounding conductor. 1.01 SUMMARY frames, sleeves, and anchor bolts required. The electrical layout may active. Modify Installation or provide access panel as appropriate. by the Structural Engineer for concrete surfaces. Use toggle bolts or and junction boxes for each load connection. Indicate branch circuit or Connect wiring devices by wrapping conductor around screw terminal . A. This section supplements all sections of the Specifications for be altered to suit the conditions with Engineer approval , prior to the F. Extend existing installations using materials and methods compatible hollow wall fasteners for hollow masonry, plaster, and gypsum board feeder number indicated on Drawings and control wire number indicated on Install decorative plates on all outlet boxes including blank outlets. Division 26, Division 27, and Division 28 and shall apply to al I installation of any work and without additional cost to the Owner. with existing electrical installations, or as specified and required partitions. Use expansion anchors or preset inserts for solid masonry shop drawings. C. Install wall dimmers to achieve full rating specified and indicated phases of work hereinafter specified, shown on the Drawings, or Conflicts arising from lack of coordination shall be this Contractor's by Code. walls. Use sheet metal screws for sheet metal elements and wood after derating for ganging as instructed by manufacturer where required to provide a complete installation of approved electrical responsibility. The Electrical Contractor shall pay for all extra G. Dispose of all equipment not reused as part of the work. The Owner screws for wood elements. PART 3 EXECUTION applicable. systems. cutting and patching made necessary by his failure to properly direct shall have first salvage rights on all materials and equipment. 3.01 INSTALLATION: Install nameplates and labels parallel to equipment lines B. The Drawings, General Conditions and General Provisions of the such work at the correct time. H. Maintain continuity of circuits as needed to provide power to PART 3 EXECUTION and secure nameplates to equipment front using screws, rivets, or adhesive. 3.04 INTERFACE WITH OTHER PRODUCTS Contract apply to this Section and the other Sections of Division 26, D. Wherever conduit runs in or on ceilings or walls, this Contractor remaining devices, fixtures, or equipment not being removed. 3.01 INSTALLATION Secure nameplates to inside surface of door on ponelboards that are A. Coordinate locations of outlet boxes to obtain mounting heights Division 27, and Division 28 of the specifications. Where conflicts shall arrange the run of conduit in such a manner that it does not 3.04 CLEANING AND REPAIR A. Do not fasten supports to pipes, ducts, mechanical equipment, or recessed in finished locations. specified and indicated on drawings. All measurements are to the arise between these documents, the more stringent provision will be interfere with grilles, diffusers, outlet boxes, luminaires, or other A. Clean and repair existing materials and equipment that remain or that conduit. END OF SECTION center of the box. applicable, subject to the interpretation of the Engineer. items while providing for maximum headroom, where no ceiling height is are to be reused. B. Obtain permission from Structural Engineer before drilling or cutting B. Install wall switch, including wall dimmer switches and wall mounted C. Furnish all labor, material , services, and skilled supervision established or indicated on the Drawings. Maintain access to B. Panelboards: Clean exposed surfaces and check tightness of electrical structural members. SECTION 260595 — FIRE STOPPING occupancy sensor switches 46 inches above finished floor unless WGROUP necessary for the construction, erection, installation, connections, equipment requiring service when selecting mounting elevations. connections, replace damaged circuit breakers, and provide closure C. Support independent of ceiling suspension wires. indicated otherwise. testing, and adjustment of al ; materials and electrical equipment E. Perform all work in conformity with the Contract Documents and afford plates for vacant positions. Provide typed circuit directory showing D. Rigidly weld support members or use hexagon—head bolts to present neat PART 1 GENERAL C. Install receptacles 18 inches above finished floor and countertop 2641 IRVING BLVD. specified herein, or shown or noted on the Drawings, and its delivery other trades reasonable opportunity for the execution of their work. revisedcircuiting arrangement. appearance with adequate strength and rigidity. Usespring lock 1 .01 QUALITY ASSURANCE receptacles 6 inches above the counter backsplash unless indicated to the Owner, complete in all respects and ready for use. Properly connect and coordinate this work with the work of other C. Luminaires: Remove, clean, replace, and reconnect existing luminaires washers under all nuts. A. Fire Testing: Provide firestopping assemblies of designs which otherwise. DALLAS, TEXAS 75207 D. Where plans Indicate fixtures or equipment will be furnished by this trades at such time and in such a manner as not to delay or interfere within the limits of the new work. Use mild detergent to clean all E. Install surface—mounted cabinets and panelboards with minimum of four provide the scheduled or specified fire ratings when tested in D. Install telecommun!cat ions out lets includi ng tel ephone data, and TEL: 214-638-6800 Contractor for installation by other Contractors, this Contractor with their work. exterior and interior surfaces and rinse with clean water and wipe anchors. accordance with ASTM E 814 and ASTM E 119. Listing in the current television outlets 18 inches above finished floor unless indicated shall furnish for installation. ARCHITECT/ENGINEER installing Contractor. otherwise. 2.01 ALL CONDUCTORS AND CABLES I I y defined as, "The construction and services required I o I I A s or's option, only in concealed Co shall be this Contractor's responsibility. As such, the Contractor is PART 2 PRODUCTS io engineers eby.defined as, "To supply and deliver, unload, and 2.01 FUSES: Use Cl inspec y C C. . y defined as, "To unpack, assemble, erect, apply, EI NewYork E3 Omaha n LosAngeles n Use B. Conduit Size: Comply with NFPA 70; 1 800-581-0963 www.schnackel.com reby defined as, "To furnish and install ." otherwise. reby defined as, "To bring service to the equipment and C. Underground Installations: Use rigid steel conduit, intermediate c." tallic conduit; 3 I I I ons Above Grade: U drop. a " G. y defined as, "Not installed underground nor drop. ations- Use rigid SEAL drop. F. Dry Locations: work." reby defined as, "Conduit, and all required fittings, r Coding: Color co PRO 2.02 METAL CONDUIT c stops; permanent durability and longevity; suitable for pedestrian 61N 16947PE AL CONDUIT: Inter gain; permanent durability and longevity; minimum 1000 percent 1. 2 4 Wire System: Phase A — Black; Phase B Also perform all w U e; Neutral/Grounded — White. c ,;i fitti l f-iber pillows�; permanent durability REG N ): ANSI C80.3; galvanized tubing. Use NEMA (s). CONDUIT: NEMA TC 2; Schedule 40 or 80 PVC with R C. Paint all electrical equipment and materials located on exterior walls 2.02 SINGLE CONDUCTOR BUILDING WIRE: Copper conductor with 600 V insulation m 6'-0" above 3.01 EXAMINATION: Verify openings 3.02 PREPARATION DATE, 08/19/15 SEAL EXPIRATION DATE, 06/30/16 LE: NFPA 70 Type MC N: Install materi n PROJECT NO,, 343-590 DRAWN BYi ims ( CHECKED BYi GRS Code � A. Rigging: Arran costs. raming: Provide a bussing; ratings i I e 1 I I I I applications; pr 2.03 LAMPS: As specified or require space (i .e. D. Encl osure: Type 1 or 3R as required; 6 inches deep, 20 inches wide otherwise; surfa E. Cabinet Front: around beams. 3.01 PREPARATION s : a. SPARE. E. All multi—wire branch circuits utilizing shared neutral conductors C. C. c informed. B. Inspection: Ob 2.01 WIREWAYS: General purpose type wireway. Provid ceiling directly from building structure. finish. 2.02. EMBLY: Wiremold Pl on Drawings. all times. Information contained on project record drawings shall i locations; sutta pulling lubricant where necessary, except when lubricant is not ing D. o 2.01 PATHWAYS: As specified, provide pull cords in al plug. A. Backboards: In /4 inch thick; UL— termination by ot F. Install suitable strain—relief clamps and fittings for cord j 1. Install interconnecting conduit and wiring between devices and o alarm software no 2.03 FLOOR BOXES: TIGARD SOUTH D. Test Reports: A I I for at 6600 SW BONITA ROAD T ion" for fire detection and alarm is used in lieu of integrally colored insulation, apply half TIGARD, OR 97224 E. Certificates: A. Install in locations indicated and as required for splices, taps, wire 2.01 WALL SWITCHES: Commercial grade, side wired, AC only general—use snap pulling, equipment connections, and as required by NFPA 70. Install switch; type as In wings; plastic bo lighting fixtures, and 6 inches from flues, hot water pipes, and steam NO. REVISIONS: DATE: pipes. e; protect all equ C. Conduit:i A. General: All se ceilings, and floors except where specifically indicated to be walls; provide minimum 6 inches and one stud separation. Provide a. nted: WattStoppe ceilings, walls, and structural members. onding: Perform i ND ACCESSORIES: U l 2.03 RECEPTACLES LANDLORD REVIEW ISSUE DATE: 08/11/201 F; which it is installed, color as selected by the Architect unless indicated TENANT REVIEW ISSUE DATE: 08/11/2015 all equipment. BID ISSUE DATE: 08/11/2015 (s) PERMIT ISSUE DATE: 08/11/2015 2.04 WALL PLATES: e; color CONSTRUCTION ISSUE DATE: 08/11/2015 o e i DRAWING TITLE: w ) ELECTRICAL SPECIFICATIONS IZE11FERENCE ONLY I I I Architect. NOT APPROVED WITH THIS PERMIT DRAWING NUMBER: ceiling finishes. Cut conduit flush with walls and floors, and patch 3.01 EXAMINATION all elevations and detailed dimensions not shown. A. Nameplates: Pr loads. E5sO B. Warning Labels a PROJECT COORDINATOR/DESIGN CONSULTANT I I I I C idGROUP S FOR RTU-1 S FOR I 2641 IRVING BLVD. RTU-3 r� I DALLAS, TEXAS 75207 OI Q - - TEL: 214-638-6800 o �p I I vb 'CIO v ovb I I ARCHITECT/ENGINEER N N N N N I � I 0 O 510 CFM FA MIN.,rr 0 �� I o� hN N N DF/V N^ N N NOTE 9 NOTE 7 2 ���' I hnackel 9"o 1>"� 13"o 14"0 NOTE15 I .. . �_ .._ W: .. - I _' engineers® TU-3 J I ❑ New York ❑ Omaha ❑ Los Angeles ❑ XISTING �;-- I 800-581-0963 www.schnackel.com NOTE 6 $ I GQ 150 CFM 150 CFM 1016 D-J 1016 D-J '''- , I SEAL .a- I 300 CFM - 1 J' !v 16947PE 1218 D-3 �G,1 �oy� I 4 i I 16 250 CFM 250 CFM FOR RTU— I 1218 D-3 12 8 D—J a_ �'' S ,ORE 6fiJ � 250 CFM 250 CFM �� SHOWROOM 1218 D-3 1218 D-J S -_ NOTE 5 16 Z 2 NOTE 5 101 510 CFM FA Ml 510 CF- M F4 PIN. I �— - DATES 08/19/15 L Z - L SEAL EXPIRATI❑N DATE, 06/30/16 p PROJECT N❑,i 343-590 W RTU-1 RTU-2 v b DRAWN BYi BAK o w EXISTING °.,° ° EXISTING N CHECKED BYi GRS = J NOTE 6 JNOTE 6 N- CIO L J — J 0 18"o °o NOTE 10 NOTE 9 ter,., NOTE 9 N 0 250 CFM 250 CFM 0 .:.: _ ........r. 12.:1 D-3 1218 D-3 I� b ......._..._ I 150 CFM 150 CFM 250 CFM 250 CFM TI, 1016 D-J 10/6 D-J 1218 D-3 1218 D-3 .,I ....®.- Y � I 4 50 250 10"o 22 8 DM3 12 8 DM3 N b W NOTE 5 V 250 CFM 510 CFM FA Ml F I - I 12 8 D-3 L — 2 18" CIO N 14"0 LL b RTU-4 NOTE 9 EXISTING EF2 v O v o NOTE 6 NOTE N ob ob NOTE 3 9"r� 11"0 NOTE �� r' 9'o 11"o 13"0 a� I� Irl v sl LL- O VD p I Lo N h 1 wz oI V NN b L S h O/1 V FOR RTU-2 — v /...__. 1®4 I o co 6 .6 -O �� - - -laa � = 1 �- - - 7 N WOMEN'S II 10 „ -.-. 7 ..,— _., .,.:._ __1,.,.:..._ __ -�.. ,.:_: ___` _ ___ ._ 7•— r .r,w ♦ ,' ,3 ,,,:: "r"--"'7'--- ,.'—_" -r-----r -7— '�'--- —7--- .r^ y: ,.�,., __,,...,��... ..,.,.,�y—.. „,:_ ___ ._7-- -7 J" /� .._.yam_.: / r I � o r ` f ` �/ r / ✓ ° f / / �7—'/ r ✓ rr� J ,/ / mm�/ �/ > ,r'� r rr � / Ai :�/A TI GAR D SOUTH 6600 SW BO N ITA ROAD TIGARD, OR 97224 MECHANICAL P NO. REVISIONS: DATE: 1 SCALE: 1/4" = 1'-0" � z GENERAL NOTES.• HVAC AA9TES: A. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE OWNER. I. DO NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (i.e. BEAMS, 1. VERIFY EXISTING CONDITIONS, IF NOT PRESENT UNDER CUT DOOR 1" TO ALLOW CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL JOISTS) ONLY. DUCT HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL TRANSFER OF AIR. EXPENSE TO THE PROJECT. CODE. ALL CONNECTIONS TO JOISTS SHALL SE MADE A T THE TOP CORD. 2. PROVIDE NEW EXHAUST FAN (EF-1) AS NOTED ON PLANS AND SCHEDULED ON SHEET B. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE J. ALL DUCT DIMENSIONS INDICATED ARE CLEAR INSIDE DIMENSIONS. ALL SUPPLY M2. THE CONTRACTOR SHALL FIELD VERIFY THAT THE LOCATION SHOWN IS A GOVERNMENT AND LOCAL CODES. AND UNTEMPERED OUTDOOR AIR DUCTWORK SHALL BE L INED WI TH 1-1/2" MINIMUM OF 10 '-0" FROM ANY OUTDOOR AIR INTAKE. C. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WITH ELECTRICAL CONTRACTOR ACOUSTICAL DUCT LINER OR WRAPPED WITH 2" THICK FIRE RETARDANT J. PROVIDE 8/6 EXHAUST AIR DUCT UP TO EF-1 ON ROOF. FOR ALL POWER REQUIREMENTS. FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED 4. L IGHTSTA T ENERGY CONTROL SYSTEM PANEL FOR ALL ROOFTOP UNI T TEMPERA TORE D. THE CONTRACTOR SHALL COOPERA TE WI TH THE OTHER TRADES SO THA T THE FOR USE BY SMACNA AND NAIMA. RETURN AIR TRANSFER DUCTS AND RETURN CONTROLS AND LIGHTING CONTROLS. MOUNT EACH OWNER SUPPLIED REMOTE INSTALLA TION OF ALL EQUIPMENT MA Y BE PROPERL Y COORDINA TED. DUCTWORK WI THIN 10 FEET OF THE UNI T FAN SHALL BE L INED WI TH 1" TEMPEp"TUBE SENSORS AS INDICA TED ON PLAN (48" A.F.F.). EACH REMOTE LANDLORD REVIEW ISSUE DATE: 08/11/2015 E. ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE A VA r i-HBLE WITH CONNECTIONS ACOUSTICAL DUCT LINER. TEMPEHA TORE SENSOR TO BE LABELED WI TH THE RTU ZONE THEY ARE SERVING. TENANT REVIEW ISSUE DATE: 08/11/2015 IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND K. TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF 5. CONNECT NEW SUPPLY AND RETURN DUCTS TO EXISTING SUPPLY AND RETURN AIR DROPS BID ISSUE DATE: 08/11/2015 SERVICING. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE ALL UTILITY RUNS AND/OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES FROM RTU. PERMIT ISSUE DATE: 08/11/2015 INTENT OF THE INSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST PRIOR TO BIDDING. TENANT'S CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR 6. EXISTING LENNOX 5 TON ROOFTOP UNIT TO REMAIN. CONTRACTOR SHALL BALANCE TO CONSTRUCTION ISSUE DATE: 08/11/2015 DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. ALL COSTS RELATING TO THE RELOCATION OF, DAMAGE TO, REPAIR OF ANY PROVIDE 2, 000 CFM OF SUPPLY AIR AND 510 CFM OF OUTDOOR AIR. FIELD VERIFY THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. WHERE A EXISTING UTIL I TY RUNS AND/OR IMPROVEMENTS WHICH ARE DAMAGED AS A RESUL T EXACT LOCA TION. CONFL ICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICA TIONS, THE HIGHER OF TENANT'S WORK IN OR AROUND THE PREMISES. 7. VERIFY EXISTING CONDITIONS. IF NOT PRESENT, DUCT SMOKE DETECTOR ON AND/OR MORE COSTLY STANDARD WILL ADPL Y. THE CONTRACTOR SHALL PROMPTL Y L. ALL ROOFING WORK SHALL BE PERFORMED BY LANDLORD 'S APPROVED ROOFING RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE NOTIFY THE ENGINEER WHOSE DECISION SHALL BE FINAL. NO ALLOWANCE WILL CONTRACTOR AT TENANT'S EXPENSE, IF REQUIRED IN LEASE OR TENANT CRI TERIA ELECTRICAL CONTRACTOR FOR INSTALLA TION BY THE MECHANICAL CONTRACTOR. BE MADE SUBSEQUENTL Y IN THIS REGARD ON BEHALF OF THE CONTRACTOR AFTER MANUAL. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. AWARD OF THE CONTRACT. M. MECHANICAL CONTRACTOR SHALL PROVIDE TENANT WITH A WRITTEN ONE (1) YEAR 8. PROVIDE NEW EXHAUST FAN (EF--2) AS NOTED ON PLANS AND SCHEDULED ON SHEET REFERENCE ONLY DRAWING TITLE: F. COORDINATE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY MANUFACTURERS WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR M2. PROVIDE 770 EXHAUST AIR DUCT UP THROUGH ROOF TO ROOF VENT CAP. NOT APPROVED WITH THIS PERMIT MECHANICAL PLAN ALL CLEARANCES BEFORE STARTING WORK. INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS AND THREE MECHANICAL CONTRACTOR TO FURNISH AND INSTALL ROOF VENT CAP AND CURB G. THE CONTRACTOR SHALL INSTALL ALL PIPING, DUCTWORK AND EQUIPMENT AS (5) ROUTINE SERVICES INCLUDING FILTER CHANGES DURING A ONE (1) YEAR PER MANUFACTURER INSTALLATION INSTRUCTIONS. AND NOTES REQUIRED TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE PERIOD. 9. OPEN END RETURN AIR DUCT. PROVIDE OPENING WI TH 1/4" MESH GAL VANIZED CEILING HEIGHTS AND HEADROOM AND MAKE ALL EQUIPMENT RSOUIRTNC N. AT THE COMPLETION OF CONSTRUCTION AN AEBB, AABC OR TABS CERTIFIED AIR SCREEN. MAINTENANCE OR REPAIR ACCESSIBLE. BALANCE REPORT SHALL SE SUBMITTED TO THE ENGINEER AND LANDLORD. THE 10. MOUNT GRILLE BELOW THE CEILING. H. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE BALANCING MUST BE COMPLETED BY AN INDEPENDENT, THIRD PARTY CONTRACTOR LEGEND DRAWING NUMBER: CONNECTORS. WI TH NO TIES TO THE INSTALL ING CONTRACTORS. EXISTING NEW WORK NEW TO EXISTING CONNECTION ■ PROJECT COORDINATOR/DESIGN CONSULTANT DISCHARGE CAP W/ BIRD SCREEN B —MA A 15' OR LESS AIR BA/R AER OT � � M ��� UTILITY CURB E­ ROOFLINE TRANSFORMATION EXPANSION CONTRACTION TURN/Na2/3D idGROUP VANE 0 2641 IRVING BLVD. STEEL JOIST TURN/NG pyo DALLAS, TEXAS 75207 VANES EXHAUST DUCT DLBY MECH. CONTR. THREE(VERIFY ROUTING 90 ELBOWTURNING VANESD RUBBER-IN-SHEAR AND SIZES IN FIELD) EXHAUST FANS ARCHITECT/ENGINEER HERA TION ISOLA TORS 45' ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS MOTOR DATA MARK LOCATION SERVICE CFM EXT. S.P. SONES RPM MFR. REMARKS (IN W.G.) HP VOLTS PH CYC. 0 EF-1 ROOF TOILETS 200 0.50 6.6 1/20 115 1 60 1,550 GREENHECK G-085-D [1,2,3,4] k 1 129 ry o k EF-2F CEILING MOP SINK 75 0.50 2.0 WATTS 115 1 60 813 GREENHECK SP-13150 [5,6] Schnac . I BACKDRAFT k NOTES: en ineers,, EXHAUST FAN DAMPER ° = I^� 1. PROVIDE SOLID STATE SPEED CONTROL. 9 EXHAUST SUPPLY OR RETURN WYE TURNING VANES oz= 2. PROVIDE MOTORIZED BACKDRAFT DAMPER. ❑ New York ❑ Omaha ❑ Los Angeles (RECTANGULAR DUCT) 3. PROVIDE MINIMUM 14" HEIGHT ROOF CURB. xo 4. INTERLOCK WITH EACH TOILET ROOM LIGHT SWITCH. REFERENCE ELECTRICAL SHEET. 800-581-0963 www.schnackel.com 0 5. PROVIDE HANGING ISOLATION KIT, MOTORIZED BACK DRAFT DAMPER, AND SPEED CONTROLLER. CEILINGFAN DETAIL 6. PROVIDE CURB MOUNTED DISCHARGE ROOF VENT CAP FOR ROOF TERMINATION. 8 SCALE:NONE IV D1 Q DIFFUSERS, GRILLES AND REGISTERS D 3/4 D 90' ELBOW TAKE-OFF SEAL ;;r:} ,� •,:.,, MOUNT DIFFUSER 20' RETURN AIR BRANCH USE ONLY IN AREAS FULL RADIUS ELBOW MARK SERVICE LOCATION CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS "'•� DOWNWARD FITTING WHERE SPACE IS LIMITED TAKE-OFF y D-1 SUPPLY CEILING AC TILE TITUS TMS X 24x24 3 AG-75 SEE PLAN FOR NECK SIZE. P ROFeffi D-2 SUPPLY CEILING AC TILE TITUS TMS X 12x12 3 AG-75 [2] SEE PLAN FOR NECK SIZE. co 01 ay N0 9e' L~'` D-3 SUPPLY DUCT N/A TITUS S300FL X X 1 SEE PLAN FOR SIZE. 16 47PE 9 DUCTWORK DETAILS,qy G-1 RETURN WALL N/A TITUS 350FL X X 1 SEE PLAN FOR SIZE. RE ON SCALE:NONE RETURN/EXHAUST CEILING GYP. TITUS 50F X X 1 [1] SEE PLAN FOR SIZE. R S NOTES: 1. PROVIDE 1/2" X 1/2" X 1" CORE. 2. PROVIDE TITUS RAPID MOUNT FRAME MODEL TRM. DATES 08/19/15 PROVIDE FOAM GASKETING _ 3. ALL DIFFUSERS AND GRILLES IN THE SHOWROOM ARE TO BE BLACK. ALL DIFFUSERS AND GRILLES IN THE RESTROOMS SEAL EXPIRATION DATEi 06/30/16 AROUND PERIMETER OF - AND FILE/RECORDS ROOM ARE TO BE WHITE. DIFFUSER FOR AIR TIGHT SEAL PROJECT NO., 343-590 SIDEWALL DIFFUSER , HN.A. C . CHECKED BYE GRSSCHEDULES DRAWN BYE BAK SEE SCHEDULE FOR MANUFACTURER AND SCALE:NONE MODEL INFORMA TION. SEE H. V.A.C. PLAN FOR DUCT AND GRILLE SIZES. 90 FIVE SECTION 45 THREE SECTION INTERNAL INSULA TION ELBOW ELBOW DUCT MOUNTED DIFFUSER DETAIL- 9� 9 SCALE:NONE MAX. OF 12" TO � BRANCH CONNECTION 45 UNLESS NOTED OTHERWISE SEISMIC BRACING AND SIZING " I GAL VANIZED SHEET BRACE SIZING BRACING SPACING 90 BRANCH TAKE—OFF 45 BRANCH TAKE—OFF METAL DUCT USE RIGID GALVANIZED BRACE SIZE MAXIMUM PIPE SIZE MAXIMUM MAXIMUM _ - - _ _ _ _ - - 90 DEGREE ELBOW LENGTH HANGER SPACING BRACE SPACING* (SEE NOTE B) 2" x 2" x 3/16" ANGLE 6'-0" UP TO 1 1/2" 7'-O" NOT REQUIRED TYPICAL ROUND DUCT FITTINGS- „ � SCALE: NONE VOLUME DAMPER LOCA TED METAL STRAP CLAMP 2 1/8 x 2 1/8 x 3/16 ANGLE 8'-0 2 10 -0 NOT REQUIRED IN ACDESA BCESSODOOCA TI R OR FIBERGLASS (TYPICAL) 2 ,"DACES CABLE OPERATOR IF NOT INSULA TION PER INSULA TED FLEXIBLE DUCT 3" x 3" x 3/16" ANGLE 10'-0" 2 1/2" TO 3" 10'-0" 7'-0" SPECIFICA TIONSACCESSIBLE. (MIN. 2; MAX. 5; NO MORE OPPOSED BLADE THAN ONE 90' BEND) DAMPER AT 3 1/2" x 3 1/2" x 1/4" ANGLE 11'-6" 4" AND UP 10'-0" 10'-0" DISTANCE SHALL BE EXHAUST FAN DIFFUSER EQUAL TO CURB SECURE FAN TO CURB TRANSITION FITTING 4" x 4" x 1/4" ANGLE 13'-0" NOTES.• OUTSIDE DIMENSION WITH GALVANIZED INSULATE DIFFUSER A5 REQUIRED A. DUCTS WHICH ARE LARGER THAN 6 SQUARE FEET IN PROVIDE TRANSITION SHEET METAL SCREWS BACK AND SEAL WI TV CROSS SECTION AREA SHALL BE BRACED LATERALLY VAPOR BARRIER TAPE 7'0" ON CENTERS WITH 2" x 2" x J116" ANGLE. FROM DUCT TO FAN FACTORY ROOF CURB WITH I SUPPLY AIR DIFFUSER 3" DIAM. PIPE 13'-0" TO / CURB FULL PERIMETER NEOPRENE 18'-O" *B. BRACING CAN BE OMITTED ON ALL PIPING SUSPENDED PAD BETWEEN CURB AND UNIT. BY INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM I THE TOP OF PIPE TO THE BOTTOM OF THE SUPPORT PROVIDE OPEN OR CLOSED FOR THE HANGER. RESTRAINED SPRING VIBRATION ISOLATORS WHEN i 30` '_ � INDICA TED ON DRA WINGS. 2X4 WOOD NA/LER CONTRACTOR SHALL VERIFY SEISMIC REQUIREMENT NOTES. SEISMIC BRACE SCHEDULE ROOF MEMBRANE ROOF PITCH AND PROVIDE A. AIR TERMINALS WEIGHING LESS THAN 20 POUNDS SHALL BE POS/T/VEL Y A TTA CHED TO THE OA SLOPED ROOF CURB IF MAIN RUNNER. SCALE: NONE REQUIRED B. AIR TERMINALS WEIGHING BETWEEN 20 POUNDS AND 56 POUNDS SHALL HAVE TWO 12 ROOF INSULA TION---'" CANT GAUGE HANGER WIRES CONNECTED FROM THE TERMINAL TO THE STRUCTURE ABOVE AND METAL DECK MOTORIZED BACKDRAFT SHALL BE POSITIVELY ATTACHED TO THE MAIN RUNNER. THE HANGER WIRES MAY BE SLACK. ROOF JOIST----' DAMPER C. AIR TERMINALS WEIGHING MORE THAN 56 POUNDS SHALL HA VE INDEPENDENT SUPPORT FROM FLEXIBLE COANECTION THE STRUCTURE ABOVE. ANGLE FRAME D. HANGER WIRES SHALL MEET THE SAME INSTALLATION REQUIREMENTS AS VERTICAL SUSPENSION STRAP OR ROD WIRES. STRAPS I ANGLE I 60" MAX. UNLESS FOOT OF STRAP DUCT ROOF EXHAUST FAN DETAIL TYPICAL DIFFUSER SEISMIC IS PLACED UNDER A BOTTOM REINFORCEMENT I v I SCALE: NONE SCALE:NONE DUCT I I I I — - - - - - - - - - 1" MIN. AIR FLOW H,�/,A,C, SYMBOLS SCREW 77LSIZE BOL T(S) T I GAR D SOUTH SCREWS MAYBE OMMITED EXHAUST FAN SYMBOL DESCRIPTION IF HANGER LOOPS FOR LOAD 6600 SW BONITA ROAD TRAPEZE HANGER SECURE FAN TO CEILING USING (D REMOTE SENSOR STRAP HANGER FACTORY MOUNTING BRACKETS TIGARD, OR 97224 AND APPROPRIATE FASTENERS SUPPLY DIFFUSER TERMINA TE EXHAUST DISCHARGE PER PLANS NO. REVISIONS: DATE: � RETURN OR EXHAUST GRILLE HANGER LOAD RATED FINISHED CEILING '"� EXHAUST DUCT FASTENER MOUNT FAN FLUSH BACKDRAFT DAMPER SUPPLY OR FRESH AIR DUCT (SA OR FA) WI TH FINISHED RECTANGULAR TO ROUND '. • �.. RETURN OR EXHAUST AIR DUCT (RA OR EA ) HANGER RODS, SURFACE OF CEILING " ' ,YTRANSITION (IF REQUIRED) SECURE WIRE BAND OF WIRES OR STRAPS ==E7SDE SHOWN R DUCT FIRST FIGURE IS SAME SIZE AS HANGER121 0E ROUND DUCT STRAP 4LEV VOLUME DAMPER (ELEV AND PLAN) 7 CEILING FAN DETAIL TURNING VANES SCALE: NONE CFM SUPPLY REGISTER OR GRILLE (R OR G) LANDLORD REVIEW ISSUE DATE: 08/11/2015 SIZE TENANT REVIEW ISSUE DATE: 08/11/2015 Lu 24"� MAX. SIZE CFM BID ISSUE DATE: 08/11/2015 RETURN REGISTER OR GRILLE (R OR G) PERMIT ISSUE DATE: 08/11/2015 CFM CONSTRUCTION ISSUE DATE: 08/11/2015 10 � MAX. BAND FRESH AIR INTAKE (FA) ONE HALF-ROUND SIZE MA Y BE USED IF DUCT SHAPE lS - -- SQUARE CEILING DIFFUSER (SUPPLY) 36"0 MAX. MAINTAINED REFERENCE ONLY DRAWING TITLE: NOTE: HANGERS MUST NOT DEFORM DUCT SHAPE NOT APPROVED WITH THIS PERMIT MECHANICAL HN.A. C . SDETAILS & SCHEDULES 3 SCALE:NONE DRAWING NUMBER: 11 DUCT HANGER DETAIL- SCALE: NONE M2oO PROJECT COORDINATOR/DESIGN CONSULTANT SECTION 230000 - HVAC GENERAL CONDITIONS d. Minimum R-Value: 4.2 or greater as required by the applicable energy 2.02 POWER VENTILATORS - GENERAL CONOMIZER: B. Electric Motors and drives: A. Performance Ratings: Determined in accordance with AMCA 210 and bearing the AMCA PART 1 GENERAL 3.06 PROJECT CLOSEOUT Manufacturer; Model/Frame; HP/BHP; Phase, voltage, amperage; nameplate, codes. fi eal. A. Project Record Documents: At project closeout, provide one printed copy and one 1. - E. Joint Sealers and Sealants: Non-hardening, water resistant, mildew and mold electronic copy of project record drawings to the Owner. Information contained on actual, no load; RPM; Service factor; Sheave Make/Size/Bore. resistant. B. Sound Ratings: AMCA 301, tested to AMCA 300, and bearing AMCA Certified Sound 1.01 APPLICABILITY project record drawings shall include, as a minimum: 2. V-Belt Drives: Identification/location; Required driven RPM; Driven sheave, 1. Type: Heavy mastic or liquid used alone or with tape, suitable for joint AIIIIIIIIIIIIIII1111110- A. This section supplements all sections of the Specifications for Division 23 and , C. Fabrication: Conform to AMCA 99. shall apply to all phases of work hereinafter specified, shown on the Drawings, or 1. Actual locations of all equipment, ductwork, air inlets/outlets, accessories, diameter and RPM; Belt, size and quantity configuration and compatible with substrates, and recommended by manufacturer D. UL Compliance: UL listed and labeled, designed, manufactured, and tested as required to provide a complete installation of approved HVAC systems. etc. C. ng Coils: for pressure class of ducts. suitable for the purpose specified and indicated. m 1.02 DEFINITIONS 2. Actual routing of ductwork with sizes and elevations. 1. Identification/nu m ber; Manufacturer 2. VOC Content: Not more than 250 g/L, excluding water. 3. Actual locations of control devices including valves and 2. Air flow, design and actual 3. Surface Burning Characteristics: Flame spread of zero, smoke developed of 2.03 ROOF EXHAUSTERS AND VENTILATORS < ;, I A. "Work" is hereby defined as, "The construction and services required by the volume dampers. 3. Air pressure drop, design and actual zero, when tested in accordance with ASTM E 84. A. Fan Unit- V-belt or direct driven as indicated, with spun aluminum housing; i Contract Documents whether completed or partially completed and includes all labor, B. Operation and Maintenance Data: At project closeout, submit to the Architect two 4. Entering and leaving air DB and WB temperature, design and actual 4. For Use With Flexible Ducts: UL labeled. resilient mounted motor; 1/2 inch mesh, 0.62 inch thick aluminum wire birdscreen; materials, equipment, and services provided or to be provided by the Contractor to 5. Water flow, design and actual (if applicable) square base to suit roof curb with continuous curb gaskets. fulfill the Contractor's obligations. The work may constitute the whole or a part copies of descriptive literature, maintenance and operation data for all hvac 6. Water pressure drop, design and actual (if applicable) 5. Ductwork Exposed to the Weather: Hard cast VersaGrip 102, (VG-102), UL B. Roof Curb: 20 inch high above the finished roof surface (compensate for roof . of the project." equipment, control systems, accessories, and materials used. Include maintenance able) 181-AM compliant duct joint sealer, as manufactured by Carlisle, with idGROUP , 7. Entering and leaving water temperature, design and actual (if applic insulation thickness at fan location) self-flashing of galvanized steel or aluminum B. "Furnish'.is hereby defined as, "To supply and deliver, unload, and inspect for procedures, intervals, and parts list of each item installed under this contract. D. Air Moving Equipment: fiberglass scrim tape reinforcement on all seams and joints, lateral and construction with continuously welded seams, built-in cant strips, insulation and damage. include all manufacturer's guarantees and warranties. Manufacturer; Model number; Serial number; Arran gem en t/Cl ass/Discharge longitudinal. curb bottom, and factory Installed nailer strip. 2641 IRVING BLVD. C. "Install" is hereby defined as, "To unpack, assemble, erect, apply, place, finish, C. Maintenance Materials: At project closeout, furnish to the Ownor the following- 1. F. Hanger Rod: ASTM A 36/A 36M; steel; threaded both ends, threaded one end, or I cure rotect, clean, connect, and place into operation into the work." 1. One set of replacement filters for all hvac equipment. 2. Air flow, specified and actual continuously threaded. C. Disconnect Switch: Factory wired, non-fusible, in housing for thermal overload DALLAS, TEXAS 75207 I p 3. Inlet; Discharge; Total static pressure (total external), specified and protected motor. D. "Provide" is hereby defined as, "To furnish and install.- 2. The maintenance contract for the hvac system, if applicable. actual 2.02 DUCTWORK FABRICATION D. Backdraft Damper: Motor actuated (or gravity damper if depicted on design enc TEL: 214-638-6800 E. "Connect" is hereby defined as, "To bring service to the equipment and make final D. Test Reports: At project closeout, submit to the Architect two copies of the E. Air Distribution Tests: A. Fabricate, support and seal in accordance with SMACNA HVAC Duct Construction drawings),. aluminum multiple blade construction, felt edged with offset hinge pin, attachment including necessary ductwork, piping, wiring, etc. following: 1. Air terminal number Standards - Metal and Flexible, and as indicated. Provide duct material, gages, nylon bearings, blades linked, and line voltage motor drive, power open, spring F. "Concealed" is hereby defined as, "Hidden from sight in chases, furred spaces, 1. Testing, Adjusting and Balancing Report 2. Room number/location reinforcing, and sealing for operating pressures indicated. return. ARCHITECT/ENGINEER shafts hung ceilings, embedded in construction, in crawl spaces, or buried." 3. Terminal type B. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width of E. Sheaves: Cast iron or steel, dynamically balanced, bored to fit shafts and keyed; G. "Expos�d" is hereby defined as, "Not installed underground nor concealed as defined END OF SECTION 4. Terminal size duct on centerline. Where not possible and where rectangular elbows must be used, variable and adjustable pitch motor sheave selected so required rpm is obtained by the Specifications." 5. Area factor provide turning vanes. Where acoustical lining is indicated, provide turning vanes with sheaves set at mid-position; fan shaft with self-aligning pre-lubricated ball H. "Drawings" is hereby defined as, "All plans, details, equipment schedules, 6. Design velocity of perforated metal with glass fiber Insulation. bearings. diagrams, sketches, etc. issued for the construction of the work." SECTION 230548 - MBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT 7. Design air flow C. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever 2.04 CABINET AND CEILING FANS 1.03 CODES AND STANDARDS 8. Test (final) velocity possible; maximum 30 degrees divergence upstream of equipment and 45 degrees A. Centrifugal Fan Unit: V-belt or direct driven with galvanized steel housing lined A. Perform work in accordance with the applicable Building Code, Electrical Code, Fire PART 1 GENERAL 9. Test (final) air flow convergence downstream. with acoustic insulation, resilient mounted motor, gravity backdraft damper In Code, Mechanical Code, Plumbing Code, Energy Code, and all other applicable codes, 10. Percent of design air flow D. Fabricate continuously welded round and oval duct fittings two gages heavier than discharge. amendments, and ordinances. Also perform all work in accordance with the Americans 1.01 SECTION INCLUDES duct gages indicated in SMACNA Standard. Joints shall be minimum 4 inch cemented B. Disconnect Switch: Cord and plug in housing for thermal overload protected motor. J11111"211 with Disabilities Act (ADA) and the Authority Having Jurisdiction (AHJ) including A. Vibration isolators. TION slip joint, brazed or electric welded. Prime coat welded joints. C. Grille: Aluminum with baked white enamel finish or molded white plastic as Fire Marshal(s). B. Equipment: E. Provide standard 45 degree lateral wye takeoffs unless otherwise indicated where 90 specified on the Drawings. B. Perform work in accordance with Landlord requirements, including any Tenant 1. Fans, axial and centrifugal SECTION 230713 - DUCT INSULATION degree conical tee connections may be used. D. Backdraft Damper: Gravity actuated, aluminum blade construction, felt edged with . IbSchnackel Criteria Manuals dnd Lease Exhibits, where applicable. 2. Packaged roof top equipment F. Where ducts are connected to exterior wall louvers and duct outlet is smaller than offset hinge pin, nylon bearings, blades linked. engineers, C. Perform work in accordance with the applicable utility companies serving the 1.02 SUBMITTALS PART 1 GENERAL louver frame, provide blank-out panels sealing louver area around duct. Use same E. Sheaves: Cast iron or steel, dynamically balanced, bored to fit shafts and keyed; project. Make all arrangements with the utility companies for proper coordination A. Product Data- Provide schedule of vibration isolator type with location and load material as duct, painted black on exterior side; seal to louver frame and duct. variable and adjustable pitch motor sheaves selected so required rpm is obtained of the work. on each. 1.01 SECTION INCLUDES 2.03 DUCT MANUFACTURERS with sheaves set at mid-position; fan shaft with self-aligning pre-lubricated ball El NewYork E, Omaha o LosAngeles Ei D. Recognized Standards: Design, manufacture, testing and method of installation of A. Duct insulation. A. Metal-Fab, Inc.; SEMCO Incorporated; United McGill Corporation. bearings. - <311 apparatus and materials furnished under the requirements of these PART 2 PRODUCTS B. Duct liner. . 2.04 MANUFACTURED METAL DUCTWORK AND FITTINGS - Metal an 800-581-0963 www.schnackel.com Specifications shall conform to the latest publications or standard rules of C. Insulation jackets. A. Manufacture in accordance with SMACNA HVAC Duct Construction Standards 'PART 3 EXECUTION Underwriters Laboratories, Inc. (I.I.L.), American Society for Testing and Materials 2.01 MANUFACTURERS D. Supply, return or exhaust ducts in ceiling spaces. Flexible, and as indicated. Provide duct material, gages, reinforcing, and sealing ASTM), American National Standards Institute (ANSI), and National Electrical Code A. Isolation Technology, Inc.; Kinetics Noise Control, Inc.; Mason Industries. E. Supply, return or exhaust ducts in interior unconditioned areas. for operating pressures indicated. ht 3.01 INSTALLATION WC), National Fire Protection As tion (N ciety of Heating, 2.02 MBRATION ISOLATORS F. Supply, return or exhaust ducts in exposed locations. B. Round Spiral Ducts: Machine made from round spiral lockseam duct with lig A. Install in accordance with manufacturer's Instructions. soci9 rs ( Refrigerating and Air-Conditioning Enginee ASHRAE), and the Sheet Metal and Air A. Restrained Open Spring Isolators: 1.02 FIELD CONDITIONS reinforcing corrugations; fittings manufactured of at least two gages heavier metal B. Provide sheaves required for final air balance at no additional expense to the Conditioning Contractors' National Association (SMACNA). 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical A. Maintain ambient temperatures and conditions required by manufacturers of than duct. project. � E. The Contract Documents shall take precedence where the Contract Documents exceed stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. adhesives, mastics, and insulation cements. C. Double Wall Insulated Round Ducts: Round spiral lockseam duct with galvanized C. Secure roof and wall exhausters with cadmium plated steel lag screws to roof curb �. code, Landlord, utility, or recognized standards requirements. Color code springs for load carrying capacity. B. Maintain temperature during and after installation for minimum period of 24 hours. stee[ outer wall, 1 Inch thick fiberglass insulation, perforated galvanized steel or structure. 1.04 PERMITS AND FEES 2. Spring Mounts: Provide with leveling devices, minimum 0.25 inch thick inner wall; fitting with solid inner wall. D. Extend ducts to roof and wall exhausters into roof curb or wall structure. SEAL A. Permits, licenses, fees, Inspections and arrangements required for the work under neoprene sound pods, and zinc chromate plated hardware. rements for PART 2 P D. Transverse Duct Connection System: SMACNA "E" rated rigidly class connection, Counterflash duct to roof or wall opening. this Contract shall be obtained by the Contractor at his expense, unless otherwise 3. Sound Pods: Size for minimum deflection of 0.05 inch; meet requi interlocking angle and duct edge connection system with sealant, gasket, cleats, E. Install backdraft dampers (gravity or motorized as depicted on design drawings) on indicated. neoprene pad isolators. 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION and corner clips. inlet to roof and wall exhousters. 1.05 CONTRACT DRAWINGS 4. Restraint: Provide heavy mounting frame and limit stops. A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, F. All roofing pe�etrations shall be flashed and weather sealed by �the roofing A. The Contractor is responsible to obtain, fully understand, and coordinate the work 5. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene maximum, when tested in accordance with ASTM E 84, NFPA 255, or UL 723. PART 3 EXECUTION manufacturers authorized roofing contractor at this Contractors expense. This o PRO with the complete set of Contract Documents. Any required corrections, including coated springs. B. Manufacturer: Knauf Fiber Glass; Johns Manville Corporation; Owens Corning Corp.; Contractor shall contract with the factory authorized roofing contractor for the ,I all associated costs, arising from issues caused by the Contractor's failure to B. CertainTeed Corporation. 3.01 EXAMINATION specific roofing system applicable to this project. The use of an unauthorized 16a I N understand and/or coordinate the work with the complete set of Contract Documents 1. Springs: Minimum horizontal stiffness equal to 75 percent vertical 2.02 GLASS FIBER, FLEXIBLE A. Examine drawings for the Architectural, Structural, Electrical and all other trades roofing contractor may result in removal and replacement of the penetration systems are the Contractor's sole responsibility. stiffness, with working deflection between 0.3 and 0.6 of maximum deflection. A. Insulation: ASTM C 553; flexible, noncombustible blanket. prior to preparation of ductwork shop drawings and prior to the fabrication of any at this Contractor's expense. B. Work under these sections is diagrammatic unless indicated otherwise and is Color code springs for load carrying capacity. 1. W value: 0.31 at 75 degrees F, when tested in accordance with ASTM C 518. ductwork. G. Hung Cabinet Fans: intended to convey the scope of work and indicate the general arrangement of 2. Housings: Incorporate neoprene isolation pad meeting requirements for . �- 2. ,Maximum Servilce Temperature: 450 degrees F. I - . B. Resolve any conflicts encountered with the Engineer prior to fabrication. 1. Install fans with resilient mountings and flexible electrical leads. . � I . - � - - I � I . ductwork, piping, equipment, and accessories. Follow these drawings in laying out neoprene pad isolators or rubber hanger with threaded insert. 3. Maximum Water Vapor Sorption: 5.0 percent by weight. C. Identify on ductwork shop drawings any deviations in sizes or shapes made necessary 2. Install flexible connections specified between fan and ductwork. Ensure RE the work and verify spaces for the installation of these materials and equipment. 3. Misalignment: Capable of 20 degree hanger rod misalignment. B. Vapor Barrier Jacket: by the obstructions of other trades. metal bands of connectors are parallel with minimum one inch flex between I"A . Wherever a question exists as to the exact intended location of ductwork, piping, 4. For Exterior and Humid Areas: Hot dipped galvanized housings and neoprene 3.02 INSTALLATION . I . I , or equipment, obtain instructions from the Architect before proceeding with the coated springs. 1. Kraft paper with glass fiber yarn and bonded to aluminized film. A. Install in accordance with manufacturer's instructions. ductwork and fan while running. , work. C. Neoprene Pad Isolators: 2. Moisture Vapor Permeability. 0.029 ng/Pa s m (0.02 perm inch), when tested B. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes H. Provide gravity backdraft dampers on outlet from cabinet and ceiling fans and as C. Notify the Architect for resolution if a discrepancy is discovered within the 1. Rubber or neoprene waffle pads. in accordance with ASTM E 96/E 96M. Inside lining. indicated. S Contract Documents. Failure of the Contractor to notify the Architect of a. Hardness: 30 durometer. 3. Secure with pressure sensitive tape. C. Install and seal metal and flexible ducts in accordance with SMACNA HVAC Duct discreDancies shall result in the resolution becoming the Contractor's b. Thickness: Minimum 1/2 inch. C. Vapor Barrier Tape: Construction Standards - Metal and Flexible. END OF SECTION respo�sibility and subject to the Architect's review and possible rejection. C. Maximum Loading: 50 psi. 1. Kraft paper reinforced with glass fiber yarn and bonded to aluminized film, D. Provide openings In ductwork where required to accommodate thermometers and Should the Architect reject a discrepancy resolution of which they were not d. Rib Height: Maximum 0.7 times width. with pressure sensitive rubber based adhesive. controllers. Provide pilot tube openings where required for testing of systems, DATEi 08/19/15 notified, the Contractor is fully responsible to correct the installation, 2. Configuration: Single layer. D. Outdoor Vapor Barrier Mastic: complete with metal can with spring device or screw to ensure against air leakage. SECTION 233700 - AIR OUTLETS AND INLETS SEAL EXPIRATION DATEi 06/30/16 including all associated costs, until approval of the installation is given by the D. Rubber Mount or Hanger: Molded rubber designed for 0.4 inch deflection with 1. Vinyl emulsion type acryic or mastic, compatible with insulation, black Where openings are provided in Insulated ductwork, install insulation material Architect. threaded insert. color. . inside a metal ring. PART 1 GENERAL PROJECT NO,i 343-590 1.06 EXISTING CONDITIONS E. Glass Fiber Pads: Neoprene jacketed pre-compressed molded glass fiber. E. Tie Wire: Annealed steel, 16 gage. E. Locate ducts with sufficient space around equipment to allow normal operating and A. Verify all existing conditions prior to beginning work. 2.03 DUCT LINER maintenance activities. 1.01 SECTION INCLUDES DRAWN BY, BAK B. Any existing conditions indicated in the Contract Documents are based on PART 3 EXECUTION A. Insulation: Incombustible glass fiber complying with ASTM C 1071; flexible F. Use crimp joints with or without bead for joining round duct sizes 8 inch and A. Rectangular ceiling diffusers. . CHECKED BY, GRS information drawings provided by others and possibly limited field verification. blanket, rigid board, and preformed round liner board; impregnated surface and smaller with crimp in direction of air flow. B. Grid core exhaust and return grilles. The Contractor shall adjust for actual field conditions at no additional expense to 3.01 INSTALLATION edges coated with acrylic polymer shown to be fungus and bacteria resistant by G. Use double nuts and lock washers on threaded rod supports. 1.02 SUBMITTALS the Owner. A. Install in accordance with manufacturer's instructions. testing to ASTM G 21. H. Connect flexible ducts to metal ducts with draw bands. A. Product Data: Provide data for equipment required for this project. Review C. The Contractor shall visit the project site, review existing conditions against the B. On closed spring isolators, adjust so side stabilizers are clear under normal 1. Apparent Thermal Conductivity. Maximum of 0.31 at 75 degrees F. 1. Support flexible duct runs every five feet in the horizontal direction to avoid outlets and inlets as to size, finish, and type of mounting prior to submission. Contract Documents, and familiarize himself with the work prior to bidding and operating conditions. 2. Service Temperature: Up to 250 degrees F. dips and sags. Submit schedule of outlets and inlets showing type, size, location, application, start of the work. By signing the Contract, the Contractor acknowledges the site C. Prior to making piping connections to equipment with operating weights 3. Rated Velocity on Coated Air Side for Air Erosion: 5,000 fpm, minimum. J. Connect terminal units to supply ducts with one foot maximum length of flexible accessories, and noise level. visit has been completed and the existing conditions are accepted. substantially different from installed weights, block up equipment with temporary 4. Minimum Noise Reduction Coefficients: duct. Do not use flexible duct to change direction. 1.03 QUALITY ASSURANCE D. The Contractor shall notify the Architect of major discrepancies in writing so the shims to final height. When full load is applied, adjust isolators to load to a. 1/2 inch Thickness: 0.30. K. Connect diffusers to low pressure ducts directly or with 5 feet maximum length of A. Test and rate air outlet and inlet performance in accordance with ASHRAE Std 70. appropriate modifications to the design can be made without delay to the project. allow shim removal. b. 1 inch Thickness: 0.45. flexible duct held in place with strap or clamp. Longer duct lengths are B. Test and rate louver performance in accordance with AMCA 500-L. The Contractor assumes full responsibility of adjusting for discrepancies of which D. Support piping connections to equipment mounted on isolators using isolators or C. 1-1/2 inches Thickness: 0.60. acceptable if depicted on the design drawings and allowed per local code. A C. Code requirements shall supersede any conflicting requirements of this Section. the Architect is not informed. resilient hangers to nearest flexible pipe connector. d. 2 inch Thickness: 0.70. maximum of one 90 degree bend, or equivalent, will be allowed in flexible duct 1.04 QUALIFICATIONS 1.07 SUBMITTALS . E. Provide flexible connections on all piping and ductwork connections to equipment. B. Adhesive: Waterproof, fire-retardant type. runs. � A. Manufacturer Qualifications: Company specializing in manufacturing the type of A. Shop Drawings: Refer to other sections of this Specification for the acceptable types of flexible C. Liner Fasteners: Galvanized steel, self-adhesive pad or impact applied with L. During construction provide temporary closures of metal or taped polyethylene on produ.cts specified in this Section, with minimum five years of documented 1. Furnish the Architect shop drawing portfolios containing names of connectors to be used. Integral, or press-on head. open ductwork to prevent construction dust from entering ductwork system. experience. manufacturer and cut sheets of equipment to be used on the project. Use F. Selection of type, thickness and deflection of vibration isolation shall be by the PART 3 EXECUTION M. All exposed ducts in finished areas must be completely free from all dents or manufacturer's specification sheets identified by number indicated on vibration control manufacturer based on the specific equipment type and size, as 3.01 INSTALLATION imperfections in the galvanized coating and shall be sealed CAREFULLY AND NEATLY PART 2 PRODUCTS drawings or schedules. Indicate catalog number on the cut sheets. As scheduled on the Drawings and indicated below. A. Install in accordance with manufacturer's instructions and NAIMA National with duct sealer completely contained within the joint. Duct wrap will not be 2.01 MANUFACTURERS applicable, provide construction data, weight and dimensional data, voltage 3.02 SCHEDULES Insulation Standards. permitted In exposed locations. A. Titus; Krueger; Price Industries; Carnes Company HVAC; Hart & Cooley, Ruskin. ratings, performance data, listing data, pump curves, fan curves and sound A. Equipment Isolation Schedule: (Minimum deflection as sized by the isolation B. Insulated ducts conveying air below ambient temperature: N. All roofing penetrations shall be flashed and weather sealed by the roofing 2.02 RECTANGULAR CEILING DIFFUSERS data as part of the shop drawing submittal. equipment manufacturer.) 1. Provide insulation with vapor barrier jackets. manufacturer's authorized roofing contractor at this Contractor's expense. This A. Type: Square, adjustable pattern, stamped, multi-core, or architectural plaque 2. Submittals are reviewed only for general compliance with the Contract 1. Fans, axial and centrifugal. 1 2. Finish with tape and vapor barrier jacket. Contractor shall contract with the factory authorized roofing contractor for the diffuser to discharge air in 360 degree pattern with sectorizing baffles where I Documents. Dimensions, quantities and details are not checked during a. Small fans up to 22" diameter wheel: 3. Continue insulation through walls, sleeves, hangers, and other duct specific roofing system applicable to this Project. The use of an unauthorized indicated. - submittal review. Review of the submittals does not relieve the Contractor 1) Rubber Mount or Hanger penetrations. roofing contractor may result in removal and replacement of the penetration systems B. Frame: Inverted T-bar type. In plaster ceilings, provide plaster frame and of the responsibility for providing all materials, equipment and accessories 2. Packaged roof top equipment. 4. Insulate entire system including fittings, joints, flanges, fire dampers, at this Contractor's expense. ceiling frame. (To allow lift-out removal of the diffuser without removal of the necessary for a complete and operational system meeting the requirements of a. Above grade roof structures: flexible connections, and expansion joints. 3.03 CLEANING plaster frame.) I the project and the intent of the Contract Documents. The responsibility for 1) Base: Roof Curb. C. Insulated ducts conveying air above ambient temperature: A. Clean duct system and force air at high velocity through duct to remove accumulated C. Fabrication: Steel with baked enamel off-white finish. coordination of substituted materials and equipment lies solely with the 2) Isolation: Full perimeter Neoprene Pad between curb and units. 1. Provide with or without standard vapor barrier jacket. dust or clean with high power vacuum machines. To obtain sufficient air, clean D. Accessories: Opposed blade damper and multi-louvered equalizing grid with damper substituting Contractor. Provide restrained spring vibration isolation curbs when 2. Insulate fittings and joints. Where service access is required, bevel and half the system at a time. Protect equipment which may be harmed by excessive dirt adjustable from diffuser face. �" 3. Electrical Characteristics: Verify that proper power supply is available indicated on the Drawings. seal ends of insulation. with temporary filters, or bypass during cleaning. 2.03 GRID CORE EXHAUST AND RETURN GRILLES prior to ordering equipment. Verify proper voltage, phase and current rating D. External Duct Insulation Application: 3.04 SCHEDULES A. Type: Fixed grilles of 1/2 x 1/2 x 1 inch louvers. of power supply and inform Engineer of any deviations prior to order, END OF SECTION 1. Secure insulation with vapor barrier with wires and seal jacket joints with A. Ductwork Material: B. Fabrication: Aluminum with factory off-white enamel finish. connection of equipment or start-up. Responsibility for verification of vapor barrier adhesive or tape to match jacket. B. The Contractor may use any of the following ductwork materials, at his option, C. Frame: 1-1/4 inch margin with countersunk screw mounting. I proper power supply voltage and any product returns or damage resulting from 2. Secure Insulation without vapor barrier with staples, tape, or wires. provided the selected material meets with the approval of all State, local D. Frame: Channel lay-in frame for suspended grid ceilings where face size exceeds 18 incorrect connections shall ,est with this Contractor. STING, ADJUSTING, AND BALANCING FOR HVAC 3. Install without sag on underside of duct. Use adhesive or mechanical authorities and utility company requirements. Verification of compliance of the x 18 inch. B. Project Record Documents: Provide as specified. fasteners where necessary to prevent sagging. Lift duct off trapeze hangers selected piping material is the sole responsibility of the installing Contractor. E. Damper (if specified on drawings): Integral, gong-operated, opposed blade type 9% C. Operation and Maintenance Data: Include manufacturer's descriptive literature, PART 1 GENERAL and insert spacers. 1. Low Velocity Supply (Heating Systems): Galvanized Steel, Aluminum. with removable key operator, operable from face. operating instructions, installation instructions, maintenance and repair data, and 4. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier 2. Low Velocity Supply (System with Cooling Coils): Galvanized Steel, Aluminum. parts listing. 1.01 SECTION INCLUDES adhesive. 3. Return and Relief: Galvanized Steel, Aluminum. PART 3 EXECUTION D. Test Reports: Provide as specified. A. Testing, adjustment, and balancing of air systems. 5. Stop and point insulation around access doors and damper operators to allow 4. General Exhaust: Galvanized Steel, Aluminum. 1.08 QUALITY ASSURANCE 1. Air handling units; Packaged heating and/or cooling equipment; Fans. (Exhaust operation without disturbing wrapping. 5. Outside Air Intake: Galvanized Steel. 3.01 INSTALLATION A. Manufacturer Qualifications: Company specializing in manufacturing the Products and supply); Coils; Terminal equipment; Air inlets and outlets. (Diffusers, E. Duct and Plenum Liner Application: C. Ductwork Pressure Class: A. Install in accordance with manufacturer's instructions. specified in this section with minimum five years experience. grilles, louvers, etc.) 1. Adhere insulation with adhesive for 90 percent coverage. 1. Low Velocity Supply (Heating Systems): Scheduled System ESP+0.25", round up B. Check location of outlets and inlets and make necessary adjustments in position to B. Installer Qualifications: Company specializing in performing the work of this B. Measurement of final operating condition of HVAC systems. 2. Secure insulation with mechanical liner fasteners. Refer to SMACNA HVAC Duct to next higher pressure class. conform with architectural features, symmetry, and lighting arrangement. section, with minimum five years experience. C. Independent agency requirements. Construction Standards - Metal and Flexible for spacing. 2. Low Velocity Supply (Systems with Cooling): Scheduled System ESP +0.5", C. Install diffusers to ductwork with air tight connection. C. Products: 1.02 SUBMITTALS 3. Seal and smooth joints. Seal and coat transverse joints. round up to next higher pressure class. D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, 1. Listed and classified by Underwriters Laboratories Inc. as suitable for the A. Qualifications: Submit name of adjusting and balancing agency and TAB supervisor 4. Seal liner surface penetrations with adhesive. 3. Return and Relief: 1 inch. despite whether dampers are specified as part of the diffuser, or grille and purpose specified and indicated. for approval within 30 days after award of Contract. Provide TAB Agency 5. Duct dimensions indicated are net inside dimensions required for air flow. 4. General Exhaust: Scheduled System ESP +1.0", round up to next higher register assembly. D. All equipment and components shall be free of all rust/corrosion or any visible qualifications. Increase duct size to allow for insulation thickness. pressure class. E. Paint cluctwork visible behind air outlets and inlets matte black. damage. All items not complying with this requirement shall be replaced without B. Final Report: Indicate deficiencies in systems that would prevent proper testing, 3.02 SCHEDULES 5. Outside Air Intake: 1 inch. ?) any change in the Contract amount. adjusting, and balancing of systems and equipment to achieve specified A. The Contractor may use any of the following insulating materials, at his option, END OF SECTION E. Equipment performance and accessories shall be as scheduled on the Drawings and performance. provided the selected material meets with the approval of all State, local END OF SECTION specified herein. Inclusion In both locations is not a prerequisite to inclusion 1. Submit to the Construction Manager within two weeks after completion of authorities and utility company requirements. Verification of compliance of the in the Contract. Equipment and accessories specified in either location shall be testing, adjusting, and balancing. selected insulating material and thickness with all State and local codes and included in the Contract. Provide all necessary accessories and connections as 2. Provide reports in bound manuals, complete with index page and indexing tabs, utility company requirements is the sole responsibility of the installing SECTION 233300 - AIR DUCT ACCESSORIES ONLY) IIIIIIIIIIIII required for a complete, functional system, including all required components with cover identification at front and side. Include set of reduced drawings Contractor. reasonably inferred to as necessary although such components may or may not be with air outlets and equipment identified to correspond with data sheets, and B. Supply air ducts in ceiling spaces: PART 1 GENERAL specifically indicated in the Contract Documents. indicating thermostat and equipment locations. 1. Flexible Glass Fiber Duct Insulation: 2 inches thick. F. Code or utility company requirements shall supersede any conflicting requirements 3. Include actual instrument list, with manufacturer name, serial number, and 2. Flexible Glass Fiber Duct Liner Insulation: 1-1/2 inches thick. 1.01 SECTION INCLUDES of this section. date of calibration. C. Supply, return or exhaust air ducts in crawl spaces, attics or other unconditioned A. Air turning devices/extractors. 1.09 DELIVERY, STORAGE, AND HANDLING 4. Form of Test Reports: Where the TAB standard being followed recommends a areas: B. Volume control dampers. A. Rooftop Equipment: Protect units from physical damage by storing off site until report format use that; otherwise, follow ASHRAE Std 111. 1. Flexible Glass Fiber Duct Insulation: 3 inches thick. C. Flexible duct connections. roof mounting curbs are in place, ready for immediate installation of units. 5. Include the following on the title page of each report: D. Supply air ducts exposed in finished areas: D. Duct access doors. B. Protect insulation from weather and construction traffic, dirt, water, chemical, a. Name, address and telephone number of Testing, Adjusting, and Balancing 1. Flexible Glass Fiber Duct Liner Insulation: 1-1/2 inches thick. - and mechanical damage, by storing in original wrapping. Agency. PART 2 PRODUCTS C. Protect dampers and accessories from damage to operating linkages, blades and b. Project: Name; location; Engineer; Contractor, Report date. E. Return or exhaust air ducts exposed in finished areas: None. finishes. 1.03 WARRANTY END OF SECTION 2.01 AIR TURNING DEVICES/EXTR ACTORS D. Provide temporary end caps and closures on piping and fittings. Maintain in place A. The Balancing Contractor shall be prepared to return to the site at no additional A. Manufacturers: Krueger; Ruskin Company, Titus. until installation. cost to re-adjust air quantities as required to provide uniform temperatures, B. Multi-blade device with blades aligned In short dimension; steel or aluminum ation; Trane Inc.; Lennox Industries; York; AAON E. Protect motors stored on site from weather and moisture by maintaining factory eliminate drafts and objectionable noises during the first year of occupancy, SEC11ON 233100 - HVAC DUCTS AND CASINGS construction; with individually adjustable blades, mounting straps. covers and suitable weather-proof covering. For extended outdoor storage, remove including one full heating and one full cooling season, after the acceptance of the 2.02 VOLUME CONTROL DAMPERS motors from equipment and store separately. final balancing report. PART 1 GENERAL A. Manufacturers: Louvers & Dampers, Inc.; Nallor Industries Inc.; Ruskin Company, A. General: Roof m Prefco Inc. A. Submit manufacturer's warranty and ensure forms have been filled out in Owner's 1.01 SECTION INCLUDES B. Fabricate In accordance with SMACNA HVAC Duct Construction Standards - Metal and B. Descr I pt I on: S name and registered with manufacturer. A. Metal ductwork. Flexible, and as indicated. B. Provide one year manufacturer warranty for pumps. PART 3 EXECUTION B. Nonmetal ductwork. C. Single Blade Dampers: Fabricate for duct sizes up to 6 x 30 inch. C. Provide three year manufacturers warranty for solid state ignition modules. C. Round spiral ductwork D. Multi-Blade Damper: Fabricate of opposed blade pattern with maximum blade sizes 8 comp D. Provide five year manufacturers warranty for compressors, heat exchangers, 3.01 GENERAL REQUIREMENTS D. Duct cleaning. x 72 Inch. Assemble center and edge crimped blades in prime coated or galvanized condensing units, and electronic air cleaners. A. Perform total system balance in accordance with one of the following: 1.02 PERFORMANCE REQUIREMENTS channel frame with suitable hardware. l 1. AABC MN-1, AABC National Standards for Total System Balance. A. No variation of duct configuration or sizes permitted except by written permission. E. End Bearings: Except in round ducts 12 inches and smaller, provide end bearings. PART 2 PRODUCTS 2. ASHRAE Std 111, Practices for Measurement, Testing, Adjusting and Balancing Size round ducts installed in place of rectangular ducts in accordance with ASHRAE On multiple blade dampers, provide oil-impregnated nylon or sintered bronze 2.0 I of Building Heating, Ventilation, Air-Conditioning, and Refrigeration table of equivalent rectangular and round ducts, only after approval of the bearings. A. Cabinet: Steel 2.01 SUBSTITUTIONS Systems. ncing of Environmental Engineer. Sizes shown on design drawings are air dimensions. Contractor may F. The contractor shall provide either a mechanical or electrical cable operated A. The manufacturers listed are listed to set minimum standards for quality, design, 3. NEBB Procedural Standards for Testing Adjusting Bala increase duct size without engineer approval, provided all ceiling and shaft system wherever dampers are located in non-accessible areas. and functionality. The products of other manufacturers may be submitted, at the Systems. clearances can be maintained. Additional charges for increased duct size will not 1. Mechanical cable operator system shall be similar and equal to Young Contractor's option, during shop drawing review unless indicated otherwise. The 4. SMACNA HVAC Systems Testing, Adjusting, and Balancing. be accepted by the owner. Regulator Company, "Bowden Cable Control" system including damper, flexible B. Insulation: on products of other manufacturers shall meet or exceed all requirements of the B. Begin work after completion of systems to be tested, adjusted, or balanced and B. Report all conflicts with structure or other obstructions, prior to fabrication of cable with casing and concealed ceiling regulator control. Contract Documents. The Contractor accepts all responsibility for costs and complete work prior to Substantial Completion of the Project. any ductwork. Suitable adjustments in the sizes of ducts shall be accommodated 2. Electrically operated damper control system shall be similar and equal to coordination Issues arising out of the substitution of materials or equipment, and C. Where HVAC systems and/or components interface with life safety systems, including without any additional expense to the Owner. United Enertech Corporation, "Power Balance" system including motor operated the coordination of such substitutions with all other contractors and fire and smoke detection, alarm, and control, coordinate scheduling and testing and damper, RJ-11 plenum rated cabling and flush ceiling or wall mounted RJ-11 subcontractors. inspection procedures with the authorities having jurisdiction. 1.03 SUBMITTALS jack in remote plate. Include one hand held battery pack operator pack to be B. The Contractor may use any of the following ductwork, piping or insulation D. TAB Agency Qualifications: A. Shop Drawings: Indicate duct fittings, particulars such as gages, sizes, welds, delivered to the Owner upon completion of the balancing. materials at his option, provided the selected material meets with the approval of 1. Company specializing in the testing, adjusting, and balancing of systems and configuration prior to start of work for all systems. No ductwork shall be 2.03 FLEXIBLE DUCT CONNECTIONS all State, local authorities and any utility company requirements. Verification of specified in this Section with a minimum of five years experience. fabricated until engineer approved shop drawings have been received by the A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and compliance of the selected material is the sole responsibility of the installing 2. Certified by one of the following: . Contractor. Identify on ductwork shop drawings any deviations in sizes or shapes Flexible, and as indicated. E. Air F! Iters: 2 inch thick disposable medi TIGARD SOUTH Contractor. a. AABC, Associated Air Balance Council; upon completion submit AABC made necessary by the obstructions of other trades. B. Flexible Duct Connections: Fabric crimped into metal edging strip. National Performance Guaranty. B. Test Reports: Indicate pressure tests performed. Include date, section tested, 1. Fabric: UL listed fire-retardant neoprene coated woven glass fiber fabric to 6600 SW BONITA ROAD PART 3 EXECUTION b. NEBB, National Environmental Balancing Bureau. test pressure, and leakage rate, following SMACNA (LEAK) - HVAC Air Duct Leakage NFPA 90A, minimum density 30 oz per sq yd. prov C. TABB, The Testing, Adjusting, and Balancing Bureau of National Energy Test Manual. a. Net Fabric Width: Approximately 2 inches wide. 3.01 COORDINATION OF WORK Management Institute. 1.04 REGULATORY REQUIREMENTS 2. Metal: 3 inches wide, 24 gage thick galvanized steel. TIGARD, OR 97224 A. Examine the Contract Documents as a whole for the work of other trades. Coordinate 3. The TAB Agency must be a completely independent, third party balancing A. Construct ductwork to NFPA 90A, NFPA 90B, and NFPA 96 standards. 2.04 DUCT ACCESS DOORS all work accordingly. contractor with no financial, common owners or other ties to the installing B. Code or utility company requirements shall supersede any conflicting requirements A. Manufacturers: Acudor Products Inc.; Nailor Industries Inc.; Ruskin Company, SEMCO ation Curb: Only w B. Promptly report to the Architect any delay or difficulties encountered in the contractors. of this Section. Incorporated. NO. REVISIONS: DATE: installation of the work, which might prevent prompt and proper installation, or E. TAB Supervisor and Technician Qualifications: Certified by same organization as 1.05 FIELD CONDITIONS by B. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal and A. Do not install duct sealants when temperatures are less than those recommended A. Gas Burner: Ind make it unsuitable to connect with or receive the work of others. Failure to so sealant manufacturers. Flexible, and as indicated. report shall constitute an acceptance of the work of other trades as being fit and 3.02 ADJUSTMENT TOLERANCES B. Maintain temperatures within acceptable range during and after installation of duct C. Fabrication: Rigid and close-fitting of galvanized steel with sealing gaskets and proper for the execution of this work. A. Air Handling Systems; Air Outlets and Inlets; Hydronic Systems: Adjust to within sealants. quick fastening locking devices. For insulated ducts, install minimum 1 inch thick C. Plan, lay out, and coordinate the work with all trades well enough in advance so plus or minus 15 percent of design. insulation with sheet metal cover. that it proceeds with a minimum of interference to work that has not been completed 3.03 RECORDING AND ADJUSTING PART 2 PRODUCTS 1. Less Than 12 Inches Square: Secure with sash locks. and work that is in progress. Inform all trades of openings required for the work A. Permanently mark settings of valves, dampers, and other adjustment devices allowing 2. Up to 18 inches Square: Provide two hinges and two sash locks. and provide all special frames, sleeves, and anchor bolts required. The HVAC settings to be restored. Set and lock memory stops. D. Access doors with sheet metal screw fasteners are not acceptable. system layout may be altered to suit the conditions with engineer approval, prior B. Mark on the Drawings the locations where traverse and other critical measurements 2.01 MATERIALS A. Galvanized Steel Ducts: Hot-dipped galvanized steel sheet, ASTM A 653/A 653M FS to the installation of any work and without additional cost to the Owner. were taken and cross reference the location in the final report. Type B, with G90/Z275 coating. PART 3 EXECUTION Conflicts arising from lack of coordination shall be this Contractor's 3.04 AIR SYSTEM PROCEDURE to provide required or design supply, B. Steel Ducts: ASTM A 1008/A 1008M, Designation CS, cold-rolled commercial steel. responsibility. A. Adjust air handling and distribution systems C. Aluminum Ducts: ASTM B 209 (ASTM B 209M); aluminum sheet, alloy 3003-H14. 3.01 INSTALLATION value. D. Perform all work in conformity with the Contract Documents and afford other trades return, and exhaust air quantities. Aluminum Connectors and Bar Stock: Alloy 6061-T651 or of equivalent strength. A. Install accessories in accordance with manufacturer's instructions, NFPA 90A, and reasonable opportunity for the execution of their work. Properly connect and B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross D. Insulated Flexible Ducts: follow SMACNA HVAC Duct Construction Standards - Metal and Flexible. Duct I __� coordinate this work with the work of other trades at such time and in such a sectional area of duct. 1. The Contractor ma use any of the following ductwork materials, at his construction and pressure class. manner as not to delay or interfere with their work. C. Measure air quantities at air inlets and outlets. y B. Provide duct access doors for inspection and cleaning before and after filters, E. All roofing penetrations shall be flashed and weather sealed by the roofing D. Adjust distribution system to obtain uniform space temperatures free from option, provided the selected material meets with the approval of all State, coils, fans, automatic dampers, at fire dampers, combination fire and smoke � I manufacturer's authorized roofing contractor at this Contractor's expense. This objectionable drafts and noise. local authorities and utility company requirements. Verification of dampers, and elsewhere as indicated. Provide minimum 8 x 8 inch size for hand Contractor shall contract with the factory authorized roofing contractor for the E. Use volume control devices to regulate air quantities only to extend that compliance of the selected ductwork material is the sole responsibility of access, 18 x 18 inch size for shoulder access, and as indicated. Provide 4 x 4 spec.;fic roofing system applicable to this Project. The use of an unauthorized adjustments do not create objectionable air motion or sound levels. Effect volume the installing Contractor. inch for balancing dampers only. Review locations prior to fabrication. LANDLORD REVIEW ISSUE DATE: 08/11/2015 roofing contractor may result in removal and replacement of the penetration systems control by duct Internal devices such as dampers and splitters. Do not use 2. Two ply vinyl film supported by helically wound � g steel wire; fiberglass C. Locate all dampers and control elements in accessible areas wherever possible to I I I I I a TENANT REVIEW ISSUE DATE: 08/11/2015 at this Contractor's expense. diffuser, grille or register integral dampers for balancing adjustments unless the insulation; aluminized vapor barrier film. avoid access doors. Provide ceiling access doors for access to all dampers and F. All temperature control wiring, thermostat wiring, damper interlock wiring, control plans do not Indicate duct mounted devices. a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. control elements located above inaccessible ceiling areas. Provide minimum 12 x 12 BID ISSUE DATE: 08/11/2015 panel interlock wiring and miscellaneous low voltage wiring associated with the F. Vary total system air quantities by adjustment of fan speeds. Provide drive b. Maximum Velocity. 4000 fpm. inch size for hand access, 18 x 18 inch size for shoulder access, and as indicated. PERMIT ISSUE DATE: 08/11/2015 equipment furnished or installed under this contract shall be furnished and changes required at no additional expense to the Owner. Vary branch air quantities C. Temperature Range: -10 degrees F to 160 degrees F. ProAde 4 x 4 inch for balancing dampers only. Reviiew locations prior to CONSTRUCTION ISSUE DATE: 08/11/2015 installed by the mechanical contractor or his sub-contractor. All wiring installed by damper regulation. d. Minimum R-Value: 4.2 or greater as required by the applicable energy fabrication. � under this contract shall be in full compliance with the National Electrical Code, G. Measure static air pressure conditions on air supply units, including filter and codes. D. Provide balancing dampers at points on supply, return, and exhaust systems where all State and local codes and requirements of the Electrical Specifications for coil pressure drops, and total pressure across the fan. Make allowances for 50 3. Black polymer film supported by helically wound spring steel wire; fiberglass branches are taken from larger ducts as required for air balancing. Install this project. percent loading of filters. Insulation; aluminized vapor barrier film. minimum 2 duct widths from duct take-off. 3.02 EXAMINATION H. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers a. Pressure Rating: 4 inches WG positive and 0.5 inches WG negative. E. Provide balancing dampers on duct take-off to diffusers, grilles, and registers, A. Verify field measurements are as indicated on the Drawings. for design conditions in all operating modes as indicated in the sequence of b. Maximum Velocity. 4000 fpm. regardless of whether dampers are specified as part of the diffuser, grille, or B. Verif all equipment locations prior to rough-in. Maintain adequate equipment control. C. Temperature Range: -20 degrees F to 175 degrees F. register assembly. Do not locate dampers closer than 5 feet or 10 duct diameters y d. Minimum R-Value: 4.2 or greater as required by the applicable energy service clearance per manufacturer and code. 1. Measure temperature conditions across outside air, return air, and exhaust dampers codes. from the air terminal device, whichever is greater. C. Verify routing of all ductwork and piping in field prior to fabrication or to check leakage. 4. Multiple layers of aluminum laminate supported by helically wound spring F. At fans and motorized equipment associated with ducts, proAde flexible duct DRAWING TITLE: installation. Verify adequate clearance with structure, light fixtures, and J. Where modulating dampers are provided, take measurements and balance at extreme steel wire; fiberglass insulation; aluminized vapor barrier film. connections immediately adjacent to the equipment. ceiling heights. conditions and at all intermediate operating conditions specified in the sequence a. Pressure Rating: 10 inches WG positive and 1.0 inches negative. G. At equipment supported by vibration isolators, provide flexible duct connections D. Verify that proper fuel and power supply is available for connection. EFEPRILENCE ONLY of control. Balance variable volume systems at maximum air flow rate, full b. Maximum Velocity. 4000 fpm. immediately adjacent to the equipment 1ZE MECHANICAL 3.03 INTERFACE WITH OTHER PRODUCTS cooling, and at minimum air flow rate, full heating. C. Temperature Range: -20 degrees F to 210 degrees F. SPECIFICATIONS A. Install all ductwork, pipe, equipment, and accessories to preserve fire resistance 3.05 SCOPE d. Minimum R-Value: 4.2 or greater as required by the applicable energy END OF SECTION m NOT APPROVED W1TH THIS PERMT rating of partitions and other elements, using materials and methods specified. A. Equipment Requiring Testing, Adjusting, and Balancing (if present on the project): codes. 3.04 FIELD QUALITY CONTROL 1. HVAC Pumps; Boilers; All Air Handling Equipment; All Packaged Heating and/or 5. UL 181, Class 1, aluminum laminate and polyester film with latex adhesive SECTION 233423 - HVAC POWER VENTILATORS A. Provide tests as necessary to establish the adequacy, quality, safety, completed Cooling Equipment; All Coil; All Heat Exchangers; Terminal Heat Transfer supported by helically wound spring steel wire; fiberglass insulation; DRAWING NUMBER: status, and suitable operation of each system. Tests shall be conducted under the Units; Air Terminal Units; Air Inlets and Outlets aluminized vapor barrier film. PART 1 GENERAL supervision of the Architect. 3.06 MINIMUM DATA TO BE REPORTED a. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative. 3.05 CLEANING AND REPAIR A. Report (as applicable to the project): b. Maximum Velocity. 4000 fpm. C. Damper Operator A. Clean fire suppression parts to remove harmful materials. 1. Summary Comments: C. Temperature Range: -20 degrees F to 210 degrees F. 1.01 SECTION INCLUDES B. Clean exposed surfaces of all ductwork pipe, equipment, and accessories of all 0. Design versus final performance d. Minimum R-Value: 4.2 or greater as required by the applicable energy A. Roof exhausters. dirt, debris, splatter, and other deleterious materials. Follow the manufacturer's b. Notable characteristics of system codes. B. Cabinet and ceiling fans. recommendations for cleaning as applicable. C. Summary of outdoor and exhaust flows to indicate amount of building 6. UL 181, Class 0, interlocking spiral of aluminum foil; fiberglass insulation-, C. Repair or replace damaged ductwork, pipe, equipment, and accessories, as directed pressurization PART 2 PRODUCTS M3nO d. Nomenclature used throughout report and test conditions. aluminized vapor barrier film. by and to the satisfaction of the Architect, where marring or disfigurement has a. Pressure Rating: 8 inches WG positive or negative. 2.01 MANUFACTURERS occurred. All pipe, equipment, and accessories shall be new. b. Maximum Velocity. 5000 fpm. A. Greenheck; Loren Cook Company, PennBarry; CaptiveAire. C. Temperature Range: -20 degrees F to 250 degrees F. 11 . PROJECT COORDINATOR/DESIGN CONSULTANT GENERAL MOTES.• A. THE EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS - -- - _-- - ----.-- A T NO ADDITIONAL EXPENSE TO THE PROJECT. NO ADDITIONAL COMPENSA TION WILL BE PROVIDED FOR ANY EXTRAS DUE TO THE CONTRACTOR'S FAILURE I� TO VISIT THE PROJECT SITE AND/OR PREDETERMINA TION OF EXISTING - _� . I _ CONDITIONS PRIOR TO SUBMITTING THE BID. ANY DISCREPANCIES SHALL - ---_-== lul LLJJ BE IMMEDIA TEL Y REPORTED TO THE ARCHI TECT/ENGINEER FOR RESOL UTION. B. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE INCIDENTAL WGROUP DEv10LITION WORK PRIOR TO BIDDING AND COMMENCEMENT OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR DEMOL I TION OF ALL EXISTING EQUIPMENT AS REQUIRED FOR THE INSTALLATION/CONSTRUCTION OF NEW 2641 IRVING BLVD. WORK. DALLAS, TEXAS 75207 C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE TEL: 214-638-6800 GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. D. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VAL VES, EQUIPMENT, ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL ARCHITECT/ENGINEER CA VI TIES. E. ALL SANITARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION. -- F. COORDINA TE ALL SLAB PENETRATIONS WI TH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF w, THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. I G. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR VRhnac e SHALL PROVIDE PIPE SIZES EQUAL TO OR GREA TER THAN THE SPECIFIED engineers® SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT. ❑ New York ❑ Omaha ❑ Los Angeles ❑ H. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. 800-581-0963 www.schnackel.com I. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM 1-K),WR(DON/ THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. 101 UPON COMPLETION OF CONSTRUCTION, COMPLETEL Y REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIA TEL Y PRIOR TO PROJECT TURNOVER TO THE OWNER. SEAL J. ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2" OR IN - ACCORDANCE WITH LOCAL CODE REQUIREMENTS. K. SANITARY TEE FITTINGS SHALL NOT BE INSTALLED IN DRAIN, WASTE, AND 2 3 VENT (DWV) SYSTEMS. ���a P R of L. INSTALL SANITARY PIPING 2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT S� P1.0 P1.0 I AND SANITARY PIPING LARGER THAN 2" AT A SLOPE OF 1/8" PER FOOT. c��` �OI N M. PROVIDE ASSE 1070 COMPLIANT MIXING VALVE ON ALL PUBLIC USE 4U 16947PE 'A EE LAVA TORIES. SET OUTLET TEMPERA TORE TO 90 DEGREES F. RE IN JW 4 I FILES/RECORDS I r 102 I PLLWlNG NOTE,S:• R S 1. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS —� SPACE. DATEi 08/19/15 E ' HALLW !'I 2. CONNECT NEW VENT TO EXISTING VENT OF EQUAL OR GREATER SIZE. VERIFY SEAL EXPIRATION DATEi 06/30/16 ®� I 105SIZE AND L OCA TION OF EXISTING VENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ..w..._ MAINTAIN CODE MINIMUM PIPE SLOPES. DR❑WN , 343-590 1 . , J. CONNECT THE NEW SANITARY SEWER TO THE EXISTING SANITARY SEWER OF DRAWN BYE sMr EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCATION, SIZE, AND CHECKED BYi GRS INVERT ELEVATION OF THE EXISTING SAKI TARY SEWER PRIOR TO CONSTRUCTION. ADJUST THE NEW SANITARY SEWER AS REQUIRED TO ALLOW v )MEN",j- I FOR CONNECTION TO THE EXISTING SANITARY SEWER SYSTEM. MAINTAIN 10 0 I CODE MINIMUM PIPE SLOPES. 4. CONNECT THE NEW DOMESTIC COLD WA TER L INE TO AN EXISTING COLD WA TER LINE OF EQUAL OR GREA TER SIZE. FIELD VERIFY THE EXACT / L OCA TION AND SIZE OF THE EXISTING WA TER L INE PRIOR TO ` J / %" / / / � r'` ✓' CONSTRUCTION. ADJUST THE NEW WATER LAYOUT AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING WA TER SYSTEM. PROVIDE SUBMETER & ,✓� REMOTE READER IF REQUIRED BY LANDLORD. ADJACENT TENANT SUITE: NOT IN SCOPE OF WORK 1 OVERALL PLUMBING PLAN = SCALE: 1/8" = 1'-0" z NOTE 1 NOTE 1 I I FILES/RECORDS 102 FILES/RECORDS .102 EXIST. EXIST. o FMS o FMS ill ENs HALLWAY ��' . _ _105 � M Eft S HALLWAY "-' � N � � N IC4XQ.......W .. "[05 w � \ XQ .. Lu w J _ Li-i Q TIGARD SOUTH - _� _..2. EWC-1 EWC-1 „ - ° 6600 SW BONITA ROAD NOTE 4 TIGARD, OR 97224 F o N WOMEN'S ,.�G Q Z X Q,.... NO. REVISIONS: DATE: W J W� �a fir" W� w � WOME s _. - ENLARGED SANITARY ENLARGED WATER PLANANDLANDLORD REVIEW ISSUE DATE' 08/11/2015 2 SCALE: 1/4" = 1' PLAN / TENANT REVIEW ISSUE DATE: 08/11/2015 � Z SCALE: 1/4" = 1'-0° z BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: REFERENCE ONLY PLUMBING PLANS NOT APPROVED WITH THIS PERMIT DRAWING NUMBER: PROJECT COORDINATOR/DESIGN CONSULTANT %:i IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE idGROUP PDI FIXTURE UNIT TABULATION ONE WHA AT END OF LINE TDP BEAM C—CLAMP SIZE »A» FIXTURE COLD HOT IF BRANCH IS GREATER THAN IF STEEL BAR 101S 2641 IRVING BLVD. 20' LONG, PROVIDE ANOTHER DALLAS, TEXAS 75207 VALVE WATER CLOSET 10 -- WHA /N MIDDLE, EACH SIZED ADJUSTABLE BAND TEL: 214-638-6800 TANK WATER CLOSET 5 __ FOR HALF THE FIXTURE UNITS HANGER FOR PIPING ALL—THREAD ROD. FOUR INCHES OR LESS URINAL 5 -- LENGTH AS REQUIRED ARCHITECT/ENGINEER HOT OR COLD FOR PIPE SLOPE (TYP.) LAVATORY/SINK 1.5 1.5 WATER SUPPLY JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 CLEVIS HANGER FOR PIPE PROVIDE COPPER OVER FOUR INCHES OR NON—METALLIC PRO VIDE GAL VANIZED STEEL COA TING WHERE SINGLE FIXTURE INSTALL PER PDlHANGERS CONTACT % Scmhnac keI SADDLE FOR ALL INSULA TED PIPE STANDARDS ANDBARE COPPER WIRE MANUFACTURER'S LARGER THAN 3/4'. VERIFY INSULA TION THICKNESS WHEN engineers® PDI PIPE FIXTURE INSTRUCTIONS SIZING HANGERS. ❑ New York ❑ Omaha ❑ Los Angeles ❑ SIZE SIZE UNIT LOAD A 1/2" 1-11 TO FIXTURE UNITS N0TE 800-581-0963 www.schnackel.com PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE B 3/4" 12-32 MULTIPLE nXTURES INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN C V$ 33-60 CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE. COPPER: 4"=12' 3"=11' 2-1/2"=10' 2" 9' 1-1/2'=8' 1-1/4'=7' 1"-6' J14'-6' 1/2'=5' CAST IRON: 10' D 1-1/4" 61-113 PLUMBING CONTRACTOR SHALL PRO VIDE WA TER HAMMER ARRESTERS B Y SIOUX CHIEF, AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"=12' 2-1/2"=11' 2'=10' 1-1/2"=9' 1"=7' 3/4"=6' 1/2"=5' E 1-1/2" 114-154 PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL 0—RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #A 112.26. 1M STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. SEAL F 2" 155-330 CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT SHOWN ON THE DRAW/NGS AND/OR PER THE TABLES SHOWN ABOVE. ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. S���ED PROFF�f, I WATER HAMMERARRESTER- ��� ��694 PE�� PIPE INSULATION 4 NOT TO SCALE 2 NOT TO SCALE REG N ' yR SC DATE, 08/19/15 SEAL EXPIRATI❑N DATEi 06/30/16 PROJECT NO,, 343-590 DRAWN BY, SMT PLUMBING FIXTURE SCHEDULE CHECKED BY, GRS CONNECTIONS MANUFACTURER MARK DESCRIPTION HW CW V W MODEL NUMBER ELECTRIC BARRIER FREE, DUAL, ELECTRIC WATER — 3/8" 1 1/4" 2" ELKAY: WATER COOLER COOLER, SELF—CONTAINED, RECTANGULAR EZSTL8C SHAPED BOWL, WALL HUNG, EXPOSED ON WALL, COUNTOURED SHOCK—ABSORBING UPPER SHROUD, NO EXPOSED FASTENERS, ONE PIECE POLISHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE—PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO � INTERNAL COMPONENTS, LEAD—FREE WATERWAYS, EASILY CLEANABLE SCREEN, HIGH SIDE ON THE LEFT, EASY—TOUCH CONTROLS ON THE FRONT AND SIDES, REFRIGERATED UNIT, REFRIGERANT HFC-134 A CONTROLLED BY EWC-1 CAPILARY TUBE, BASE FLOW RATE OF 8.0 GPH MOUNTING MOUNT BUBBLER AT [TEXT] HEIGHT ABOVE HEIGHT FINISHED FLOOR SUPPLIES 1/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE 1 1/4" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P—TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATE- BRASS WASTE TO WALL, CONCEALED IN UNIT CLEANOUT — ACID RESISTING COATED CAST IRON CLEANOUT — — — AS J.R. SMITH: , WALL TEE, COUNTERSUNK BRONZE PLUG, ROUND NEEDED 4710 STAINLESS STEEL SECURED ACCESS COVER, WADE: WCO-1 STANDARD FASTENERS 8480R ZURN: Z1446 r F P L U M B I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTIIIN SYMBOL DESCRIPTION ., SANITARY DRAIN ABOVEGROUND -C-OCI — CLEAN OUT hoWC WATER CLOSET (TANK TYPE) �-- SANITARY DRAIN BELOWGR11UND Gco 0 GRADE CLEAN OUT WATER RISER DIAGRAM - - - - VENT LINE N,I,T,C, NOT IN THIS CONTRACT WC WATER CLOSET (FLUSH VALVE) —AW— ACID WASTE VTR VENT THROUGH ROOF UR URINAL 6 NOT TO SCALE -AV- - - ACID VENTS VACUUM BREAKER —WAGD— WASTE ANESTHESIA GAS DISPOSAL BALL VALVE ❑ LAV LAVATORY s— STORM DRAIN ABOVEGROUND j- GLOBE VALVE D KS KITCHEN SINK - S— STORM DRAIN BELOWGROUND -�\)— CHECK VALVE -- COLD WATER (CW) 0 SS SERVICE SINK PRESSURE REGULATING VALVE (PRV) DS— DISTILLED WATER � CSS CLINIC SERVICE SINK DW— DRINKING WATER PRESSURE RELIEF VALVE DW----- DRINKING WATER CIRCULATING STOP AND WASTE VALVE [Ell CS CLASSROOM SINK ---- HOT WATER (HW) L STOP AND WASTE VALVE (IN RISE) DF DRINKING FOUNTAIN ---- HOT WATER CIRCULATING (HWC) MIXING VALVE —180°— HOT WATER 18110 GAS COCK EWC ELECTRIC WATER COOLER -180°----- HOT WATER CIRCULATING 180 ° FIRE ALARM VALVE (SPRINKLER) SH SHOWER HEAD T TEMPERED WATER -T----- TEMPERED WATER CIRCULATING EIZE9 COLD WEATHER VALVE (SPRINKLER) BT BATH TUB F FIRE LINE WATER MOTOR ALARM (SPRINKLER) —SM— SPRINKLER MAIN BRANCH �\HB HOSE BIBB ----+- SPRINKLER BRANCH HEADS H WH WALL HYDRANTFIRE HOSE CABINETFHC / G GAS LINE 'Cf FH FIRE HYDRANT FT-1 I SPECIAL FIXTURE NUMBER " A COMPRESSED AIR LINE QMH MANHOLE i>_ COLUMN NUMBER V VACUUM LINE =SW STREET WASHER OX OXYGEN LINE -+-m VALVE IN RISE " PLUMBING RISER NUMBER AlI , 114" TIGARD SOUTH PN PNEUMATIC TUBE EXPANSION JOINT +X" ROUGH-IN HEIGHT FOR PIPE 6600 SW BONITA ROAD -CS--- COLD SOFT WATER -HS---- HOT SOFT WATER ®D-1 DRAIN AND MARK I r'�/ T I GAR D, OR 97224 -HS----- HOT SOFT WATER CIRCULATING Oo RD ROOF DRAIN — UNION ODS DOWN SPOUT ^"" f✓ ,`. STRAINER V.C.P. VITRIFIED CLAY PIPE �✓' �� � NO. REVISIONS: DATE: —�— AUTOMATIC BALANCING VALVE C.I. CAST IRON �'►� '� - c— RUNNING TRAP I.E. INVERT ELEVATION 4- LANDLORD REVIEW ISSUE DATE: 08/11/2015 �} TENANT REVIEW ISSUE DATE: 08/11/2015 F� BID ISSUE DATE: 08/11/2015 PERMIT ISSUE DATE: 08/11/2015 CONSTRUCTION ISSUE DATE: 08/11/2015 DRAWING TITLE: SANITARY AND VENTREFERENCE ONLY PLUMBING DETAILS NOT APPROVED WITH THiS PERMIT SCHEDULES & RISER DIAGRAMS RISER DIAGRAM 7 NOT TO SCALE DRAWING NUMBER: PROJECT COORDINATOR/DESIGN CONSULTANT SECTION 22000 - PLUMBING GENERAL CONDITIONS PART 1 GENERAL E. E ui ment erformance and accessories shall be as scheduled on the Drawin s and F. Patch existing finished surfaces and building components using new materials E. Anchor pipe to building structure where indicated and as required to control 1 .01 SUMMARY q P P g matching existing materials and experienced Subcontractors . detrimental movement of I In Provide I e uides so movement is directed alon A. This section supplements all sections of the Specifications for Division 22 and specified herein . Inclusion in both locations is not a prerequisite to inclusion G. Fire and Smoke Partition Penetrations: The Contractor shall familiarize axis of pipe only. ErecP pipgng such thaP strain and weight is not on connections shall apply to all phases of work hereinafter specified, shown on the Contract in the Contract . Equipment and accessories specified in either location shall be himself with all fire rated construction and install his work so as to or apparatus . Documents , or required to provide a complete installation of approved plumbing included in the Contract . Provide all necessary accessories and connections as F. Provide su ort and a ui ment re uired to control ex ansion and contraction of WGROUP re uired for a com tete, functional s stem, includin all re uired com onents maintain the integrity of the fire code rating. Maintain rating of fire PP q P q P systems . q P Y 9 q P rated and smoke rated construction . Seal annular space around conduits . For piping. Provide loops , pipe offsets , and swing joints , or approved expansion B. The Drawings , General Conditions and General Provisions of the Contract apply to reasonably inferred to as necessary although such components may or may not be fire and smoke rated floors , walls and artitions , use UL listed material joints where required. this Section and the other Sections of Division 22 of the specifications . Where specifically indicated in the Contract Documents . P 2LLAS, TING BLVD. that maintains fire rated wall and floor integrity. G. Contractor may substitute grooved piping for vibration isolated equipment instead DALLAS, TEXAS 75207 conflicts arise between these documents , the more stringent provision will be F. Code or utility company requirements shall supersede any conflicting requirements 3.08 CLEANING AND REPAIR of flexible connectors. Grooved piping need not be anchored. applicable, subject to the interpretation of the Engineer . of this section. A. Clean plumbing parts to remove harmful materials . END OF SECTION TEL: 214-638-6800 C. Furnish all labor , material , services , and skilled supervision necessary for the G. Fill Composition Test Reports: Results of laboratory tests on actual materials B. Clean exposed surfaces of all pipe, equipment , and accessories of all dirt , debris, construction , erection , installation , connections , testing, and adjustment of all used; Compaction Density Test Reports . splatter , and other deleterious materials . Follow the manufacturer 's SECTION 220529 - NON-PENETRATING ROOFTOP HANGERS AND SUPPORTS FOR PLUMBING ARCHITECT/ENGINEER materials and plumbing equipment specified herein, or shown or noted on the 1 .09 DELIVERY, STORAGE, AND HANDLING recommendations for cleaning as applicable. Drawings , and its delivery to the Owner , complete in all respects and ready for A. Deliver and store valves in shipping containers , with labeling in place. C. Repair or replace damaged pipe, equipment , and accessories , as directed by and to PART 1 GENERAL use. B. Provide temporary protective coating on cast iron and steel valves . the satisfaction of the Architect , where marring or disfigurement has occurred. D. Products furnished but not installed under this section: C. Provide temporary end caps and closures on piping and fittings. Maintain in place All pipe, equipment , and accessories shall he new. 1 .01 SECTION INCLUDES 1 . Where plans indicate fixtures or equipment will be furnished by this until installation . 3.09 TESTING AND INSPECTION A. Pipe supports; Fixed anchor supports; Accessories . Contractor for installation by other Contractors , this Contractor shall D. Protect motors stored on site from weather and moisture by maintaining factory A. Upon completion , the entire system shall be tested under operating conditions . furnish all such equipment , complete in all respects and ready for covers and suitable weather-proof covering. For extended outdoor storage, remove 1 . All equipment shall be tested under service conditions and proven to operate PART 2 PRODUCTS lI,l'!'" installation . motors from equipment and store separately. properly and noiselessly. 2. E. Equipment: Protect equipment from 2. Schnackel Drawings , instructions , and manuals supplied with equipment furnished under physical damage by storing off site until the All additional tests as required throughout this Specification shall be 2.01 MANUFACTURERS e c e ull reserved ro'ect is read for immediate installation . Provide tem orar ca s on all pipes DIVISIon 22, but Installed under other DIVISIons shall b ar f y p p I y P Y P completed with results reported back to the Architect/Engineer for review. A. Acceptable Manufacturer. Miro Industries Inc . - engineers and turned over to the installing Contractor . to prevent debris from entering the pipe. B. Operate all equipment , after installation and connection . Inspect for improper 2.02 SUPPORTS AND HANGERS E. Products installed but not furnished under this section: 1 . 10 WARRANTY AND GUARANTEE connections and operation and correct deficiencies as required. A. Supports and Hangers - General: Provide with bases that rest on the roof membrane o New York o Omaha o Los Angeles o 1 . Where plans indicate fixtures or equipment will be furnished by others , this A. Additional warranty and guarantee terms in excess of this requirement are specified C. Inspection: and that have: Gently rounded edges to prevent damage to roof membrane; 1 inch Contractor shall provide all rough-in and supplies and shall connect such within the individual sections of Division 22. 1 . Upon completion of the work, the Contractor shall obtain certificates of high raised edges; Drainage ports to prevent ponding; Carbon black additive in 800-581-0963 www.schnackel.com equipment to the plumbing systems . B. Provide five year manufacturer warranty for domestic water heaters and packaged inspection and approval from all City and State Authorities Having Jurisdiction . polycarbonate, when used, for UV stabilization; Provide loose fit aluminum pipe 2. Drawings , instructions , and manuals supplied with equipment furnished under water heating systems . 3. 10 PROJECT CLOSEOUT strap on all supports , specifically designed for the support models below. Straps separate Divisions but installed under Division 22 shall be carefully preserved and A. Project Record Documents: At project closeout, provide one printed copy and one shall be loose fitting to prevent pipe from being displaced from the support stand turned over to the Architect . PART 2 PRODUCTS electronic copy of project record drawings to the Owner . Information contained on but without restricting movement for expansion and contraction . 1 .02 DEFINITIONS project record drawings shall include, as a minimum,: B. Fixed Height Pipe Stands: Polycarbonate resin bases; 1-1/2-Inch Nominal Pipe: A. "Work" is hereby defined as , "The construction and services required by the 2.01 SUBSTITUTIONS 1 . Actual locations of all pipe, equipment , accessories , etc. "U"-shaped cradle; 1-1/2 inch ID maximum pipe capacity, 1-9/10 inch OD maximum pipe Contract Documents whether completed or partially completed and includes all labor , A. The manufacturers listed are listed to set minimum standards for quality, design , 2. Actual pipe sizes and elevations . capacity; 1-1/2 inch additional height per spacer , maximum 3 spacers; total load up materials , equipment , and services provided or to be provided by the Contractor to and functionality. The products of other manufacturers may be submitted, at the SEAL fulfill the Contractor 's obligations . The work may constitute the whole or a part Contractor 's option , during shop drawing review unless indicated otherwise. The 3. Actual routing of all underfloor or below grade piping. to 80 Ib; 6 by 6 inch base (Model 1 .5); 3-Inch Nominal Pipe: Self-lubricating B. Operation and Maintenance Data: At project closeout , submit to the Architect two polycarbonate roller supported by glass filled nylon roller rod in "U"-shaped of the ro ect . " products of other manufacturers shall meet or exceed all requirements of the cradle; 3 inch ID maximum pipe capacity, 3-7/8 inch OD maximum pipe capacity; 2 R�pPROfF p j co ies of descri tive literature, maintenance and o eration data for all I In B. Furnish is hereby defined as , To supply and deliver , unload, and inspect for Contract Documents . The Contractor accepts all responsibility for costs and equipment , accessories , and materials used. Include maintenance procedures , inch additional pipe clearance per spacer , maximum 3 spacers; total load up to 100 �g'Z�' IN � damage. "" coordination issues arising out of the substitution of materials or equipment , and intervals , and parts list of each item installed under this contract . Include all Ib; 7-1/2 by 7-1/2i base (Model 3-R-2 or 3-R-4); 4-Inch Nominal Pipe: �G �O F� �" C. Install Is hereby defined as , To unpack, assemble , erect , apply, place, finish, the coordination of such substitutions with all other contractors and e manufacturer s guarantees and warranties . Self-lubricating polycarbonate roller supported by glass filled nylon rod; 4 inch �!i 16947PE 'A cure, protect , clean , connect , and place into operation into the work. subcontractors . maximum pipe capacity, 5 inch OD maximum pipe capacity; total load up to 125 Ib; D. "Provide" is hereby defined as , "To furnish and install . " END OF SECTION 7-1/2 by 7-1/2 inch base (Model 4-R); 5-Inch Nominal Pipe: Self-lubricating E. "Connect" is hereby defined as , "To bring service to the equipment and make final PART 3 EXECUTION . polycarbonate roller supporter+ by glass filled nylon rod; 5 inch maximum pipe attachment including necessary switches , outlets , boxes , terminations, etc. SECTION 220501 - TRENCHING AND BACKFILL FOR PLUMBING SYSTEMS capacity, 6 inch OD maximum pipe capacity; total load up to 150 Ib; 9 by 15-1/2 NW F. "Concealed" is hereby defined as , "Hidden from sight in chases , furred spaces ,shafts , hung ceilings , embedded in construction , in crawl spaces , or buried. A. Examine the Contract Documents as a whole for the work of other trades . Coordinate PART 1 GENERAL C. Strut-Type Supports: Single base with two threaded rods supporting hot dipped G. "Exposed" is hereby defined as , "Not installed underground nor concealed as defined all work accordingly. by the Specifications . " B. Work lines and established heights shall be in strict accordance with architectural galvanized horizontal channel strut; Size: 12 inch strut 1-5/8 by 13/16 inch, pipe " "All Ions , details , equipment schedules , drawin s and s ecifications insofar as these drawin s and s ecifications extend. 1 .01 SECTION INCLUDES clearance variable up to 7 inch (Model 12 Base Strut); Size: 16 inch strut 1-5/8 H. Drawings is hereby defined as, p9 P g P A. Backfilling and compacting for utilities inside and outside the building. diagrams , sketches , etc . issued for the construction of the work. " Verify all dimensions shown and establish all elevations and detailed dimensions by 13/16 inch, pipe clearance variable up to 7 inch (Model 16 Base Strut); Base: 1 .02 PROJECT CONDITIONS Polycarbonate resin; total load up to 125 Ib; 7-1/2 by 10 inch or 9 by 15-1/8 inch DATEi08/19/15 I . Subgrade Elevations: 4 inches below finish grade elevations indicated on drawings , not shown . A. Provide sufficient quantities of fill to meet project schedule and requirements . base. SEAL EXPIRATI❑N DATES 06/30/16 unless otherwise indicated. C. Promptly report to the Architect any delay or difficulties encountered in the When necessary, store materials on site in advance of need . J. Finish Grade Elevations: 4 inches above Subgrade elevations indicated on drawings , installation of the work , which might prevent prompt and proper installation , or B. When fill materials need to be stored on site, locate stockpiles where designated; 2.03 ACCESSORIES PROJECT NO,, 343-590 unless otherwise indicated. make it unsuitable to connect with or receive the work of others. Failure to so Separate differing materials with dividers or stockpile separately to prevent A. Support Pads: 15-3/4 by 19-3/4 inch square, 1/8 inch thick , flexible PVC with DRAWN BY, SMT 1 .03 CODES AND STANDARDS report shall constitute an acceptance of the work of other trades as being fit and intermixing; Prevent contamination; Protect stockpiles from erosion and A. Perform work in accordance with the applicable Building Code, Electrical Code, Fire proper for the execution of this work. g P carbon black additive for UV stabilization . CHECKED BYi GRs Code, Mechanical Code, Plumbing Code, Energy Code, and all other applicable codes , D. Plan , lay out , and coordinate the work with all trades well enough in advance so deterioration of materials . B. Deck Plates: Square metal deck plate with curved up edges , to spread load and amendments , and ordinances . Also erform all work in accordance with the Americans that it proceeds with a minimum of interference to work that has not been completed C. Verify that survey bench marks and intended elevations for the Work are as protect roof membrane; Thickness: 18 gauge; Material: Hot dip galvanized; Size: P indicated. with Disabilities Act (ADA) and the Authority Having Jurisdiction (AHJ) including and work that is in progress . Inform all trades of openings required for the work D. Protect bench marks , surve control oints , existin structures , fences , sidewalks , 12 x 12 inch square; total load up to 200 Ib Model DP-12 Size: 18 x 18 inch Fire Marshal (s) . and provide all special frames , sleeves , and anchor bolts required. The fire y P g square; total load up to 400 Ib (Model DP-18); Size: 24 x 24 inch square; total avin and curbs from excavatio a ui ment and vehicular traffic. B. Perform work in accordance with Landlord requirements , including any Tenant suppression system layout may be altered to suit the conditions , prior to the P g g q P load up to 800 Ib (Model Criteria Manuals and Lease Exhibits , where applicable. installation of any work and without additional cost to the Owner . Conflicts E. Code requirements shall supercede any conflicting requirements of this section . C. Rollers: Roller 3: 3 inch sturdy polycarbonate roller , shaft 5/8 inches , end C. Perform work in accordance with the applicable utility companies serving the arising from lack of coordination shall be this Contractor 's responsibility. diameter 1-7/8 inches . Roller surface has a 3 inch radius arch. Maximum load ro ect . Make all arran ements with the utilit com anies for ro er coordination E. Wherever i e runs in or above ceilin s or walls , the Contractor shall arran e the PART 2 PRODUCTS capacity may not exceed 150 lbs; Roller 5: 5 inch sturdy polycarbonate roller , P j 9 Y P P P P P 9 g shaft 5/8 inches , end diameter 2-7/16 inches . Roller surface has a 5 inch radius of the work. run of pipe in such a manner that it does not interfere with grilles , diffusers , 2,01 FILL MATERIALS D. Recognized Standards: Design , manufacture, testing and method of installation of outlet boxes , luminaires , or other ceiling mounted items . A. General Fill: Subsoil excavated on-site; Graded; Free of lumps larger than 3 arch. Maximum load capacity may not exceed 150 lbs . all apparatus and materials furnished under the requirements of these F. Install systems , materials and equipment to provide for maximum headroom, where no inches , rocks lar er than 2 inches , and debris. S ecifications shall conform to the latest ublications or standard rules of ceiling height is established or indicated on the Drawings . Maintain access to g PART 3 EXECUTION p P B. Structural Fill: Subsoil excavated on-site; Graded; Free of lumps larger than 3 Underwriters Laboratories , Inc. (U.L. ) , American Society for Testing and Materials equipment requiring service when selecting mounting elevations. inches , rocks lar er than 2 inches , and debris. ASTM) , American National Standards Institute (ANSI ) , and National Electrical Code G. Install systems, materials and equipment level and plumb, parallel and g 3.01 INSTALLATION er endicular to buildin lines where ex osed to view, unless otherwise indicated. C. Granular Fill - Gravel: Pit run stone; free of shale, clay, friable material and A. Determine that roof structure, roof insulation , and roof membrane are structurally NEC) . P P 9 P debris . adequate to support weight of pipe, duct , conduit , and supports and hangers . E. The Contract Documents shall take precedence where the Contract Documents exceed H. Conflicts arising from lack of coordination shall be this Contractor s D. Granular Fill - Pea Gravel: Natural stone; free of cla shale, or anic matter . " code, Landlord , utility, or recognized standards requirements . responsibility. The Plumbing Contractor shall pay for all extra cutting and y� g B. Install supports and hangers in accordance with manufacturer 's recommendations. 1 .04 PERMITS AND FEES patching made necessary by his failure to properly direct such work at the correct E. Sand: Natural river or bank sand; free of silt , clay, loam, friable or soluble C. Install supports at maximum spacing of 10 feet unless closer spacing is required materials , and organic matter . due to weight of pipe or conduit contents or greater spacing is specifically A. Permits , licenses , fees , inspections and arrangements required for the work under time. F. Topsoil: Topsoil excavated on-site; Select; Free of roots , rocks lar er than 1/2 this Contract shall be obtained by the Contractor at his expense, unless otherwise I . Perform all work in conformity with the Contract Documents and afford other trades allowed by manufacturer; space and adjust to support an equal amount of weight; do reasonable o ortunit for the execution of their work . Pro erl connect and inch, subsoil , debris , large weeds and foreign matter; Acidity range pH) of 5.5 to not exceed manufacturer s recommended load limits . indicated. PP Y P Y 7.5; Containing a minimum of 4 percent and a maximum of 25 percent inorganic D. Remove roofing aggre ate from area 2 inches larger than support base; comply with B. All fees and scheduling associated with obtaining an accurate water flow test shall coordinate this work with the work of other trades at such time and in such a matter . roofing manufacturer s requirements to maintain roofing warranty. be at the Contractor s expense. manner as not to delay or interfere with their work. 1 .05 CONTRACT DRAWINGS J. Manufacturer 's instruction sheets shall be followed explicitly in the installation PART 3 EXECUTION E. "" Install an additional sheet of roofing material , support pad, or deck plate beneath A. The Contractor is responsible to obtain , fully understand, and coordinate the work of all equipment . Where manufacturer 's instruction sheets conflict with each support base. set of Contract Documents . Any required corrections , including requirements of these specifications or the Drawings , such conflicts shall be 3.01 EXAMINATION F. Support Pads: Remove with the complete rock, aggregate, dirt and excess dust from area to be covered sts , arising from issues caused by the Contractor 's failure to brought to the attention of the Architect/Engineer for clarification . A. Ident ;fy required lines , levels , contours , and datum locations . by pad; Apply suppo. t pad on cleaned area; Center bases on top of support pads. all associated co understand and/or coordinate the work with the complete set of Contract Documents K. All roofing penetrations shall be flashed and weather sealed by the roofing B. Locate , identify, and protect utilities and construction that remains and protect G. Deck Plates: Required for loads greater than 100 pounds per support; Locate are the Contractor 's sole responsibility. manufacturer 's authorized roofing contractor at this Contractor 's expense. This from damage. centered under bases of pipe supports and hangers; Remove rock, aggregate, dirt and B. Work under these sections is diagrammatic unless indicated otherwise and is Contractor shall contract with the factory authorized roofing contractor for the 3.02 TRENCHING excess dust from an area 2 inches larger than deck plate; Install with curved edges intended to convey the scope of work and indicate the general arrangement of specific roofing system applicable to this Project . The use of an unauthorized A. Notify Engineer of unexpected subsurface conditions and discontinue affected work up. piping, equipment , and accessories . Follow these drawings in laying out the work roofing contractor may result in removal and replacement of the penetration systems in area until notified to resume work . H. Pipe Supports: Center beneath pipe so that pipe is located squarely over and and verify spaces for the installation of these materials and equipment . Wherever this Contractor s expense. B. at Slope banks of excavations deeper than 4 feet to angle of repose or less until through cradle or hanger . Set pipe in support without dropping or causing undue a question exists as to the exact intended location of pipe, sprinklers , or Although all such work is not specifically indicated, furnish and install all shored. impact . L. equipment , obtain instructions from the Architect before proceeding with the work. supplementary or miscellaneous items , appurtenances and devices incidental to or C. Do not interfere with 45 degree bearing splay of foundations . I . All roofing penetrations shall be flashed and weather sealed by the roofing C. Notify the Architect/Engineer for resolution if a discrepancy is discovered within necessary for a sound, secure and complete installation . D. Cut trenches wide enough to allow inspection of installed utilities . manufacturer s authorized roofing contractor at this Contractor s expense. This the Contract Documents . Failure of the Contractor to notify the Architect/Engineer Verify and coordinate all requirements and installation details of all materials E. M. Hand trim excavations . Remove loose matter . Contractor shall contract with the factory authorized roofing contractor for the of discrepancies shall result in the resolution becoming the Contractor 's and equipment that are to be furnished under other Divisions and installed or F. Remove large stones and other hard matter which could damage piping or impede specific roofing system applicable to this project . The use of an unauthorized consistent backfilling or compaction . roofing contractor may result in removal and replacement of the penetration systems responsibility and subject to the Architect/Engineer s review and possible connected under Division 22 prior to rough-in . Conflicts arising from lack of G. Remove lumped subsoil , boulders , and rock up to 1/3 cu yd measured by volume. at this Contractor 's expense. rejection . Should the Architect/Engineer reject a discrepancy resolution of which coordination shall be this Contractor 's responsibility. As such, the Contractor is H. Remove excavated material that is unsuitable for re-use from site. 3.02 FIELD QUALITY CONTROL they were not notified, the Contractor is fully responsible to correct the responsible to: installation , including all associated costs, until approval of the installation is 1 . Obtain and review shop drawings , product data , manufacturer 's wiring I . A. Stockpile excavated material to be re-used in area designated on site . After system startup, correct any deficiencies that arise, including but not 3.03 PREPARATION FOR UTILITY PLACEMENT limited to, improper location or position , improper seating or level on the roof , given by the Architect/Engineer . diagrams , and manufacturer 's instructions for equipment furnished under other A. Cut out soft areas of Subgrade not capable of compaction in place. Backfill with lack of roof pads or deck plates , inadequate operation , and as directed by 1 .06 EXISTING CONDITIONS sections . A. Verify all existing conditions prior to beginning work. 2. Determine connection locations and requirements. general fill . Engineer . B. Any existing conditions indicated in the Contract Documents are based on 3. Sequence rough-in of plumbing connections to coordinate with installation of B. Compact Subgrade to density equal to or greater than requirements for subsequent information drawings provided by others and possibly limited field verification . equipment . fill material . END OF SECTION C. The Contractor shall adjust for actual field conditions at no additional expense to 3.02 COORDINATION DRAWINGS Until ready to backfill , maintain excavations and prevent loose soil from falling the Owner . A. Prepare coordination drawings to a scale of 1/4"=1 '-0" or larger; detailing major into excavation . SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT C. The Contractor shall visit the project site , review existing conditions against the elements , components , and systems of plumbing equipment and materials in 3.04 BACKFILLING ze himself with the work prior to bidding and relationship with other systems , installations , and building components . Indicate A. Fill up to finish grade or slab elevations unless otherwise indicated. Contract Documents , and familiariPART 1 GENERAL start of the work . By signing the Contract , the Contractor acknowledges the site locations where space is limited for installation and access and where sequencing B. Granular Fill: Place and compact materials in equal continuous layers not pleted and the existing conditions are accepted. and coordination of installations are of importance to the efficient flow of the exceeding visit has been com8 inches compacted depth. 1 .01 SECTION INCLUDES D. The Contractor shall notify the Architect of major discrepancies in writing so the work , including (but not necessarily limited to) the following: C. Soil Fill: Place and compact material in equal continuous layers not exceeding 8 A. Concrete house,<eeping pads; Vibration isolators; Seismic restraints . appropriate modifications to the design can be made without delay to the project . 1 . Indicate the proposed locations of conduits , equipment , and materials. inches compacted depth. The Contractor assumes full responsibility of adjusting for discrepancies of which Include the following: D. Slope grade away from building minimum 2 inches in 10 ft , unless noted otherwise. PART 2 PRODUCTS the Architect is not informed. a. Clearances required for maintaining Code required working space. Make gradual grade changes . Blend slope into level areas . F. The Owner shall have first salvage right on all demolished equipment and materials . b. Equipment connections and support details . E. Thrust bearing surfaces: Fill with concrete. 2.01 MANUFACTURERS The Contractor shall dispose of all demolished equipment and materials the Owner C. Exterior wall and foundation penetrations. F. Compaction Density Unless Otherwise Specified or Indicated: Under paving, A. Isolation Technology, Inc .; Kinetics Noise Control , Inc.; Mason Industries . Th rejects . d. Fire-rated wall and floor penetrations . slabs-on-grade, and similar construction: 97 percent of maximum dry density; At 2.02 BASES G. The Contractor shall notify the Architect/Engineer of field discrepancies in e. Sizes and location of required concrete pads and bases. other locations: 95 percent of maximum dry density. A. Concrete Housekeeping Pad: Construction: Concrete as specified for flooring; writing so the appropriate modifications to the design can be made without delay to f . Indicate scheduling, sequencing, movement , and positioning of large 3.05 BEDDING AND FILL AT SPECIFIC LOCATIONS Design: 4 high above the surrounding finished flooring and 4 greater in dimension the project . The Contractor assumes full responsibility of adjusting for equipment into the building during construction . A. Use general fill unless otherwise specified or indicated. that the equipment supported, or greater if detailed on the Drawings or when discrepancies of which the Architect/Engineer is not informed. g. Prepare floor plans , elevations , and details to indicate penetrations B. Utility Piping, Conduits , and Duct Bank: Bedding: Use granular fill ; Cover with indicated. H. Where connections are made between new work and existing work , the connections in floors , walls, and ceilings and their relationship to other general fill; Fill up to finish grade elevation; Compact in maximum 8 inch lifts to 2.03 VIBRATION ISOLATORS shall be made by using materials and methods to suit the actual conditions . penetrations and installations . 95 percent of maximum dry density. A. Restrained Open Spring Isolators: Springs: Minimum horizontal stiffness equal to I . Where existing conditions are shown to be removed, by means of a hatched pattern , 3.03 EXAMINATION C. Over Subdrainage Piping at Foundation Perimeter and Under Slabs: Drainage fill and 75 percent vertical stiffness , with working deflection between 0.3 and 0.6 of on the Drawings , this Contractor shall perform all work required for removal . A. Verify fie►d measurements are as indicated on the Drawings . geotextile fabric; Cover drainage fill with general fill ; Fill up to finish grade maximum deflection . Color code springs for load carrying capacity; Spring Mounts: Existing pipe run-outs shall be removed all the way back to mains and capped using B. Verify all pipe locations and sizes in field prior to fabrication or installation . elevation; Compact to 95 percent of maximum dry density. Provide with leveling devices , minimum 0.25 inch thick neoprene sound pads , and C. Verif all e ui ment locations in field rior to installation . Coordinate final 3.06 TOLERANCES zinc chromate plated hardware; Sound Pads: Size for minimum deflection of 0.05 appropriate methods . y q P P A. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations . inch; meet requirements for neoprene pad isolators; Restraint: Provide heavy J. Where existing work is to be modified, it shall be done in conformance with these locations with all trades . specifications . Materials used shall be same as existing except where specified 3.04 INTERFACE WITH OTHER PRODUCTS B. Top Surface of Backfilling Under Paved Areas: Plus or minus 1 inch from required mounting frame and limit stops; For Exterior and Humid Areas: Hot dipped otherwise. A. Install all pipe, equipment , and accessories to preserve fire resistance rating of elevations . galvanized housings and neoprene coated springs. 1 .07 SUBMITTALS partitions and other elements , using materials and methods specified. 3.07 FIELD QUALITY CONTROL B. Spring Hanger: Springs: Minimum horizontal stiffness equal to 75 percent vertical A. ShopDrawings: A. Perform com action densit testin on com acted fill in accordance with ASTM D1556 stiffness , with workin deflection between 0.3 and 0.6 of maximum deflection . g 3.05 FIELD QUALITY CONTROL P y g P g TIGAR D SOUTH 1 , Furnish the Architect/Engineer shop drawing portfolios containing names of A. Provide tests as necessary to establish the adequacy, quality, safety, completed AS D2167, ASTM D2922, or ASTM D3017. Color code springs for load carrying capacity; Housings: Incorporate neoprene B. Evaluate results in relation to compaction curve determined by testing uncompacted isolation pad meeting requirements for neoprene pad isolators or rubber hanger with 6600 SW BO NITA ROAD manufacturer and cut sheets of equipment to be used on the project . Use status , and suitable operation of each system. Tests shall be conducted under the material in accordance with ASTM D 698 ("standard Proctor") , ASTM D 1557 ("modified threaded insert; Misalignment: Capable of 20 degree hanger rod misalignment; For manufacturer s specification sheets identified by number indicated on supervision of the Architect . "tor drawings or schedules . Indicate catalog number on the cut sheets . As B. Install all equipment , devices , pipe, and materials securely and in a neat and Proctor") , or AASHTO T 180. Exterior and Humid Areas: Hot dipped galvanized housings and neoprene coated TIGAR D, OR 97224 applicable, provide construction data, weight and dimensional data, workmanlike manner in accordance with all applicable standards and codes . C. If tests indicate work does not meet specified requirements , remove work, replace springs . performance data and listing data as part of the shop drawing submittal . C. Install all equipment , pipe, and materials plumb and level and align and adjust for and retest . C. Neoprene Pad Isolators: Rubber or neoprene waffle pads; Hardness: 30 durometer; Provide shop draw i ngs for: satisfactory operation . 3.08 CLEAN-UP Thickness: Minimum 1/2 inch; Max i mum Loading: 50 ps i; R i b Height: Maximum 0.7 NO. REVISIONS: DATE: A. Leave unused materials in a neat , compact stockpile. times width; Configuration: Single layer . a. Plumbing fixtures and equipment . D. Install all equipment , pipe , and materials in accordance with the manufacturer 's B Remove unused stockpiled materials , leave area in a clean and neat condition . D. Rubber Mount or Hanger: Molded rubber designed for 0.4 inch deflection with b. Plumbing materials and accessories . instructions and recommendations . Grade stockpile area to prevent standing surface water . threaded insert . C. Product Data: Provide manufacturers catalogue information . Indicate E. Inspect all equipment , pipe , and materials for defects . C. Leave borrow areas in a clean and neat condition . Grade to prevent standing E. Glass Fiber Pads: Neoprene jacketed pre-compressed molded glass fiber . valve data and ratings . 3.06 ERECTION surface water . 2. Submittals are reviewed only for general compliance with the Contract A. Rigging: PART 3 EXECUTION Documents . Dimensions , quantities and details are not checked during 1 . The Plumbing Contractor shall arrange for all labor and equipment required END OF SECTION submittal review. Review of the submittals does not relieve the Contractor for the proper installation of the plumbing equipment in the locations 3.01 INSTALLATION of the responsibility for providing all materials , equipment and accessories indicated on the Drawings . Where crane rental or other erection is required, SECTION 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING A. Install in accordance with manufacturer 's instructions . necessary for a complete and operational system meeting the requirements of such costs shall be included in the Plumbing Contract , unless specific B. Prior to making piping connections to equipment with operating weights PART 1 GENERAL the ro ect and the intent of the Contract Documents . The res onsibilit for arran ements are made with the General Contractor to cover these costs . substantial ) different from installed wei hts , block u e ui ment with tem orar P J P Y g Y 9 P q P P Y coordination of substituted materials and equipment lies solely with the B. Supplemental Framing: shims to final height . When full load is applied, adjust isolators to load to substituting Contractor . 1 . Provide the design , fabrication, and erection of supplementary structural 1 .01 SECTION INCLUDES allow shim removal . 3. Approval shall not relieve the Contractor from responsibility for errors on framing required for attachment of hangers or other devices supporting A. Flexible pipe connectors; Pipe loops , offsets , and swing joints . C. Support piping connections to equipment mounted on isolators using isolators or the shop drawings . plumbing equipment . Provide framing members of standard rolled steel shapes , resilient hangers to nearest flexible pipe connector . PART 2 PRODUCTS 4. If the shop drawings deviate from the contract documents, the Contractor A-36 steel . Provide members welded to structural members equal to the D. Provide flexible connections on all piping connections to egUlpment . LANDLORD REVIEW ISSUE DATE: 08/11/2015 shall a� .ae the Engineer of the deviations in writing accompanying the shop specification for the m� structural member . Provide "simple beam" type E. Selection of type, thickness and deflection of vibration isc. .�ion shall be by the TENANT REVIEW ISSUE DATE: 08/11/2015 drawings , including the reasons for the deviations . framing with end connections welded or bolted for shear loads . Use 2.01 FLEXIBLE PIPE CONNECTORS - COPPER PIPING vibration control manufacturer based on the specific equipment type and size, as B. Pro'ect Record Documents: Record actual locations of com onents and to number in cantilevers when detailed or s ecificall a roved b the Architect En ineer . A. Manufacturer: Mercer Rubber Company; Metraflex Company. scheduled on the Drawin s and indicated below. BID ISSUE DATE: 08/11/2015 P 9 9 P Y PP Y / 9 9 C. Operation and Maintenance Data: Include installation instructions and spare parts The Architect/Engineer s approval is required for location of supplementary B. Inner Hose: Bronze; Exterior Sleeve: Braided bronze; Pressure Rating: 125 psi PERMIT ISSUE DATE: 08/11/2015 and 450 degrees F; Joint: As specified for pipe joints; Size: Use pipe sized CONSTRUCTION ISSUE DATE: 08/11/2015 lists . END OF SECTION units; Maximum offset: D. Maintenance Data: Include assembly drawings , bearing data including replacement actual loads , with allowable stresses specified by AISC, without excessive 1 inch on each side of installed center line; Application: sizes , and lubrication instructions . deflection and with consideration for rigidity under vibration , in accordance Copper piping. SECTION 220595 - FIRE STOPPING FOR PLUMBING SYSTEMS REFERENCE ONLY 1 .08 QUALITY ASSURANCE with standard structural practices . Show on shop drawing supplementary 2.02 FLEXIBLE PIPE CONNECTORS - STEEL PIPING PART 1 GENERAL Manufacturer QuaIifications: Company specializing in manufacturing the Products framing, including design loads, member size and location . A. Manufacturer: Mercer Rubber Company; Metraflex Company. NOT APPROVED WITH THIS PERMIT A. specified in this section with minimum five years experience. 3.07 CUTTING, PATCHING, AND PIERCING B. Inner Hose: Pressure Rating: 125 psi and 450 degrees F; Joint: As specified for 1 .01 SECTION INCLUDES B. Installer QuaIifications: Company specializing in performing the work of this A. Cutting of openings and installation of sleeves or frames through walls and pipe joints; Size: Use pipe sized units; Maximum offset: 1 inch on each side of A. Firestopping materials; Firestopping of all penetrations and interruptions to fire Installed center line; Application: Steel piping. rated assemblies , whether indicated on Drawin s or not , and other o enin s section with minimum five years experience. approved by manufacturer . surfaces shall be done in a neat workmanlike manner . Openings shall be cut only as 9 P 9 DRAWING TITLE: C. Products: large as required for the installation; sleeves and/or frames installed flush with PART 3 EXECUTION indicated. 1 . Listed and classified by Underwriters Laboratories Inc . as suitable for the finished surfaces and grouted in place. Surfaces around openings shall be left PLUMBING purpose specified and indicated. smooth and finished to match surrounding surface. PART 2 PRODUCTS 3.01 INSTALLATION SPECIFICATIONS 2. Listed and classified by the local Department of Buildings and furnished with B. Obtain written permission of the Architect/Engineer before cutting or piercing , an acceptance number , where applicable. structural members . Use craftsmen skilled in their respective trades for cutting, A. Install in accordance with manufacturer s instructions . 2.01 FIRESTOPPING ASSEMBLIES 3. Listed and classified by the Landlord 's and/or Owner 's insurance carrier , B. Install in accordance with EJMA (Expansion Joint Manufacturers Association) A. Firesto In An material meetin requirements; Fire Ratings: Use an s stem fitting, repairing , patching of p I aster , and finishing of mater i a I s i nc I ud i ng PP g' Y g q g y y where applicable. car P entr y work, metal work or concrete work re q uired for this work. Standards . DRAWING NUMBER: D. All equipment and components shall be free of all rust/corrosion or any visible C. Do not weaken walls, partitions , or floors with cutting. Holes required to be cut C. Install flexible pipe connectors on pipes connected to vibration isolated P,ating equal to fire rating of penetrated assembly and minimum T Rating Equal to F equipment . Provide line size flexible connectors . Rutin and that meets all other s ecified re uirements . damage. All items not complying with this requirement shall be replaced without in floors must be drilled without breaking out around the holes . The 9 P q any change in the Contract amount . Architect/Engineer will determine suitability of patching and/or refinishing D. Install flexible connectors at right angles to displacement . Install one end requirements . immediately adjacent to isolated equipment and anchor other end. Install inP 3 n 0 D. The Plumbing Contractor is responsible for patching of all openings resulting from horizontal plane unless indicated otherwise. the installation or removal of plumbing equipment or materials . E. Provide and maintain temporary partitions or dust barriers adequate to prevent the spread of dust and dirt to adjacent areas . PROJECT COORDINATOR/DESIGN CONSULTANT 2.02 MATERIALS SECTION 220720 - PIPING SAFETY COVERS 3.03 INSTALLATION F. Accessories: Brass water connections and dip tube, drain valve, magnesium anode, A. Manufacturers: A/D Fire Protection Systems Inc; 3M Fire Protection Products; A. Install in accordance with manufacturer 's instructions . and ASME rated temperature and pressure relief valve and heat trap fittings for hot Specified Technologies , Inc . PART 1 GENERAL B. Provide non-conducting dielectric connections wherever jointing dissimilar metals . and cold water connections; Water connections: Brass; Dip tube: Cross Iinked B. Elastomeric Silicone Firestopping: Single or multiple component silicone C. Route piping in orderly manner and maintain gradient . Route parallel and polyethylene (PEX) or brass; Drain Valve; Anode: Magnesium; Temperature and elastomeric compound and compatible silicone sealant; conforming to the following: 1 .01 SECTION INCLUDES perpendicular to walls. Pressure Relief Valve: ASME labeled. I Durability and Longevity: Permanent; Color: Manufacturer 's standard color . A. Piping Safety Covers. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. G. Controls: Ventilated control cabinet , factory-wired with solid state progressive C. Foam Firestoppping: Single or multiple component foam compound; conforming to the E. Group piping whenever practical at common elevations . sequencing step controller , fuses , magnetic contactors , control transformer , pilot following: Durability and Longevity: Permanent; Color: Manufacturer 's s�andard PART 2 PRODUCTS F. Install piping to allow for expansion and contraction without stressing pipe, li hts indicatin main ower and heating steps , control circuit toggle switch , Y 9 Y� 9 9 P 9 P 99 color . joints, or connected equipment . electronic low-water (probe-type) cut-off , high temperature limit thermostat , D. Fibered Compound Firestopping: Formulated compound mixed with incombustible 2.01 MANUFACTURERS G. Provide clearance in hangers and from structure and other equipment for flush-mounted temperature and pressure gages . non-asbestos fibers; conforming to the following: Durability and Longevity: A. Acceptable Manufacturer: Truebro, Inc. installation of insulation and access to valves and fittings. H. Heating Elements: Flange-mounted immersion elements; individual elements sheathed idGROUPPermanent; Color: Manufacturer 's sH. tandard color . 2.02 PIPING INSULATION ACCESSORIES Locate all valves and control elements in accessible areas wherever possible to with Incoloy corrosion-resistant metal alloy, rated less than 75 Watts per square inch. E. Fiber Packing Material: Mineral or ceramic fiber packing insulation; conforming to A. Provide products that comply with the following: Americans With Disabilities Act avoid access doors . Provide access where valves and fittings are not exposed or PART 3 EXECUTION the following: Durability and Longevity: Permanent . (ADA) , Article 4. 19.4; ANSI/ICC A117. 1 , American National Standard for Accessible located in accessible areas . Provide ceiling access doors for access to all valves 26411RVING BLVD. F. Firestop Devices: Mechanical device with incombustible or silicone elastomer Buildings and Facilities; Requirements of applicable building code. and control elements located above inaccessible ceiling areas . Provide minimum 12 3.01 INSTALLATION DALLAS, TEXAS 75207 filler and sheet stainless steel acket collar and flan ed sto s conformin to B. Pi in Safet Covers: Truebro Lav-Guard; Characteristics: Three-piece molded x 12 inch size for hand access , 18 x 18 inch size for shoulder access , and as A. Install plumbing equipment in accordance with manufacturer 's instructions , as TEL: 214-638-6800 9 P 9 P 9 y P re wired b code, and com I in with conditions of certification , if an the following: Durability and Longevity: Permanent; suitable for pedestrian assembly, minimum 1/8 inch wall thickness , with internal ribs to provide air space indicated. Provide 4 x 4 inch for shut off valves only. Provide rated access doors q y P y 9 y' traffic or vehicular traffic where necessar between I in and I in insulation acket , molded to receive s manufacturer ' where installed in fire rated construction . Review locations prior to fabrication. B. Provide concrete equipment bases for all floor mounted plumbing equipment . Y P P 9 P P 9 C. Coordinate with plumbing piping and related fuel piping, gas venting, and ARCHITECT/ENGINEER G. Firestop Pillows: Formed mineral fiber pillows; conforming to the following: snap-clip fasteners; Vinyl Material: Impact-resistant and stain-resistant molded I . Establish elevations of buried piping outside the building to ensure not less than electrical work as applicable to achieve operating system. Durability and Longevity: Permanent . closed-cell anti-microbial vinyl compound, UV-stable, non-fading, non yellowing; the maximum local frost depth cover . Install tracer wire on all plastic piping H. Primers , Sleeves, Forms, and Accessories: Type required for tested assembly having the following performance characteristics: Burning Characteristics: 0 outside the building. END OF SECTION design . seconds Average Time of Burning (ATB), 0 mm Area of Burning (AEB) , when tested in J. Install vent piping penetrating roofed areas to maintain integrity of roof assembly. SECTION 224000 - PLUMBING FIXTURES PART 3 EXECUTION accordance with ASTM D 635; Thermal Conductivity: K-value 1 . 17, when tested in K. All roofing penetrations shall be flashed and weather sealed by the roofing PART 1 GENERAL accordance with ASTM C 177; Indentation Hardness: 60, minimum, when tested in manufacturer 's authorized roofing contractor at this Contractor 's expense. This 1 .01 SECTION INCLUDES 3.01 EXAMINATION accordance with ASTM D 2240, using Type A durometer; Trap Assembly Cover: Contractor shall contract with the factory authorized roofing contractor for the I,, Three-piece assembly, with removable clean-out nut enclosure; Angle Stop Covers: specific roofing system applicable to this Project . The use of an unauthorized A. All plumbing fixtures as scheduled on the Drawings . A. Verify openings are ready to receive the work of this section . rSchnac ' 3.02 PREPARATION Formed with hinged cap for access to valve without requiring cover removal; roofing contractor may result in removal and replacement of the penetration systems PART 3 EXECUTION v�" Configurations: In accordance with manufacturer 's product data for project piping at this Contractor 's expense. 3.01 EXAMINATION A. Clean substrate surfaces of dirt , dust , grease, oil , loose material , or other confi urations indicated on Drawin s; Color: China White, loss finish; ",e, en91nC21'S 9 g g paintable; L. All sanitary vent system terminations shall be a minimum of ten feet from any fresh A. Verify that walls and floor finishes are prepared and ready for installation of fixtures . matter which may affect bond of firestopping material . Fasteners: Manufacturer 's standard re-usable snap-clip fasteners; wire-tie air intake and twenty-five feet on medical facilities (hospitals , clinics, etc. ) B. Verify that electric power is available and of the correct characteristics . B. Install backing materials to arrest liquid material leakage. fasteners not permitted M. Where pipe support members are welded to structural building framing, scrape, brush 3.02 PREPARATION o New York o Omaha o Los Angeles v 3.03 INSTALLATION clean and a I one coat of zinc rich rimer to weldin A. Install materials in manner described in fire test report and in accordance with PART 3 EXECUTION PP Y P 9 A. Rough-in fixture piping connections in accordance with minimum sizes indicated in $00-581-0963 www.schnackel.com P N. Provide support for utility meters in accordance with requirements of utility companies . fixture rough-in schedule for particular fixtures . manufacturer 's instructions , completely closing openings . 3.01 EXAMINATION 0. Prepare exposed, unfinished pipe, fittings, supports , & accessories ready for finish painting. 3.03 INSTALLATION B. Do not cover installed firestopping until inspected by authority having A. Verif that I in confi urations are correct t e for i in cover com onent P. Paint all exterior above grade piping with a minimum of two coats of paint , color A. Install each fixture with tra Basil removable for servicin and cleanin jurisdiction . Y P P g 9 YP P P 9 P P• Y 9 g C. Install labeling required by code. configurations specified. to match roof or wall surface to which it is attached; Copper pipe Apply vinyl etch B. Install each fixture using brass angle ball stop valves for hot and cold water 3.04 CLEANING AND PROTECTION 3.02 INSTALLATION primer immediately following cleaning. EXT 5.5A Alkyd: Vinyl Wash Primer MPI #80, connections as applicable. Non-metallic valves or non-ball valve type stops will not be accepted. A. Clean adjacent surfaces of firestopping materials . A. Install products of this section in accordance with manufacturer 's printed Alkyd MPI #8, 9 or 94, Semi-gloss; Steel pipe: Apply alkyd metal primer immediately C. Provide chrome plated rigid or flexible supplies to fixtures with specified stops , reducers , & installation instructions . following cleaning. EXT 5. 1D Alkyd: Alkyd Metal Primer MPI #79, Alkyd MPI # 94, escutcheons. END OF SECTION 3.03 PROTECTION OF INSTALLED PRODUCTS semi-gloss; Plastic pipe: Apply alkyd bonding primer immediately following D. Install components level and plumb. SEAL A. Do not allow damage to installed products by subsequent construction activities; cleaning. EXT 6.86 Alkyd: Bonding Primer MPI #17 or 69, Alkyd MPI #8, 9 or 94. E. Install and secure fixtures in place with wall carriers , wall supports and bolts . SECTION 220719 - PLUMBING PIPING INSULATION protect products until Substantial Completion . Replace any damaged products prior Q. Excavate, bedding and backfill shall be in accordance with applicable sections of F. Seal fixtures to wall and floor surfaces with sealant , color to match fixture. PART 1 GENERAL to occupancy. this Specification . G. Solidly attach floor mounted water closets to floor with lag screws . LeadPRO END OF SECTION S. The use of sanitary tee fittings will not be permitted. Utilize wye fittings in flashing is not intended hold fixture in place. g1�R �FfXZ 1 .01 SECTION INCLUDES lieu of tee fittings for all intersections of drainage piping. H. Install fixtures and fittings in accordance with the manufacturer 's instructions eco` GIN F� Oy9 A. Plumbing piping insulation; Domestic hot and tempered water piping; Domestic cold SECTION 221005 - PLUMBING PIPING T. Provide sleeves when penetrating footings , masonry walls and floors . Seal and fire and in accordance with the ICC (IPC) or UPC. `� !U 16947PE 119 P water piping; Heating hot water piping insulation . PART 1 GENERAL stop pipe and sleeve penetrations to achieve fire resistance equivalent to fire I . When fixtures require both hot water and cold water supplies , provide the hot water separation required. All penetrations through footings & floors shall be sealed water tight . supply to the left of the cold water supply. PART 2 PRODUCTS 1 .01 SECTION INCLUDES U. Whereever piping is located within 1 .5 inches of the nearest edge of studs , joists , J. Install off-the-floor supports to conform to ASME A112.6. 1M. REG N 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. Pipe, pipe fittings , valves , and connections for piping systems: Sanitary sewer , rafters or similar members , proviyr i A. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/50, interior; Domestic water , interior . ma1ebe omittedeonecastgironabovenandonbelow the pipe being protected. Shield plates A. before moulh�in andpidstallationConfirm location and size of fixtures and openings CO YR ,S Y P P 9 Y• 9 maximum, when tested in accordance with ASTM E 84, NEPA 255, or UL 723. PART 2 PRODUCTS V. Inserts: Provide inserts for placement in concrete formwork; Provide inserts for 3.05 CLEANING B. The Contractor may use any of the following insulating/jacketing materials , at his suspending hangers from reinforced concrete slabs and sides of reinforced concrete A. Clean plumbing fixtures and equipment . option , provided the selected material meets with the approval of all State, local 2.01 The Contractor may use any of the following piping materials , at his option , provided the beams; Provide hooked rod to concrete reinforcement section for inserts carrying 3.06 PROTECTION authorities and utility company requirements . Verification of compliance of the selected material meets with the approval of all State and local authorities and utility pipe over 4 inches; Where concrete slabs form finished ceiling, locate inserts A. Protect installed products from damage due to subsequent construction operations . DATE, 08/19/15 selected insulating/jacketing material is the sole responsibility of the installing company requirements . Verification of compliance of the selected piping material with flush with slab surface; Where inserts are omitted, drill through concrete slab B. Repair or replace damaged products before date of Substantial Completion . SEAL EXPIRATION DATES 06/30/16 Contractor . local requirements is the sole responsibility of the installing Contractor . Verify the from below and provide through-bolt with recessed square steel plate and nut 3.07 FIELD INSPECTION 2.02 GLASS FIBER use of plastic piping systems with the local jurisdiction . Non-metallic piping systems recessed into and grouted flush with slab. A. Continue inspection during installation and testing. PR❑JECT N❑.� 343-590 A. Manufacturers: Knauf Insulation; Johns Manville Corporation; Owens Corning Corp; may not be used in any return air plenum ceiling spaces . No exceptions . W. Pipe Hangers and Supports: Install in accordance with ASME 631 .9, ASTM F 708, and B. Correct or replace all rejected equipment prior to installation . DRAWN BY, SMT CertainTeed Corporation . 2.04 SANITARY SEWER PIPING, ABOVE GRADE MSS SP-89; Support horizontal piping as scheduled; Install hangers to provide CHECKED BY, GRS B. Insulation: ASTM C 547 and ASTM C 795; rigid molded, noncombustible; 'K' value: A. Cast Iron Pipe: AS A 74, service weight; Fittings: Cast iron; Joint Seals: minimum 1/2 inch space between finished covering and adjacent work; Place hangers END OF SECTION ASTM C 177, 0.24 at 75 degrees F; Maximum service temperature: 850 degrees F; ASTM C 564 neoprene gaskets , or lead and oakum. within 12 inches of each horizontal elbow; Use hangers with 1-1/2 inch minimum Maximum moisture absorption: 0.2 percent by volume. B. Cast Iron Pipe: CISPI 301 , hubless , service weight; Fittings: Cast iron; Joints: vertical adjustment . Design hangers for pipe movement without disengagement of C. Insulation: ASTM C 547 and ASTM C 795; semi-rigid, noncombustible, end grain CISPI 310, neoprene gaskets and stainless steel clamp-and-shield assemblies . supported pipe; Support vertical piping at every other floor . Support riser piping adhered to jacket; 'K' value: ASTM C 177, 0.24 at 75 degrees F; Maximum service 2.08 WATER PIPING, ABOVE GRADE independently of connected horizontal piping; Where several pipes can be installed temperature: 650 degrees F; Maximum moisture absorption: 0.2 percent by volume. A. Copper Tube: ASTM B 88 (ASTM B 88M) , Type L (B) , Drawn (H); Fittings: ASME in parallel and at same elevation, provide multiple or trapeze hangers; Provide D. Vapor Barrier Jacket: White kraft paper with glass fiber yarn , bonded to 816. 18, cast copper alloy or ASME 816.22, wrought copper and bronze; Fittings: copper plated hangers and supports for copper piping; Prime coat exposed steel aluminized film; moisture vapor transmission when tested in accordance with ASTM E Cast iron , coated; Joints: ASTM B 32, alloy Sn95 solder; Joints: Grooved hangers and supports . Hangers and supports located in crawl spaces , pipe shafts, 96/E 96M of 0.02 perm-inches. mechanical couplings . I and suspended ceiling spaces are not considered exposed; Provide hangers adjacent E. Vapor Barrier Lap Adhesive: Compatible with insulation . 2. 18 FLANGES, UNIONS, AND COUPLINGS to motor driven equipment with vibration isolation; Support cast iron drainage F. Insulating Cement/Mastic: ASTM C 195; hydraulic setting on mineral wool . A. Unions for Pipe Sizes 3 Inches and Under: Ferrous pipe: Class 150 malleable iron piping at every joint . G. Fibrous Glass Fabric: Cloth: Untreated; 9 oz/sq yd weight; Blanket: 1 .0 lb/cu ft threaded unions; Copper tube and pipe: Class 150 bronze unions with soldered 3.04 APPLICATION density; Weave: 5x5. joints. A. Install unions downstream of valves and at equipment or apparatus connections . H. Indoor Vapor Barrier Finish: Vinyl emulsion type acrylic, compatible with B. Flanges for Pipe Size Over 1 Inch: Ferrous pipe: Class 150 malleable iron B. Install ball or butterfly valves for shut-off and to isolate equipment , part of insulation, white color; Outdoor Vapor Barrier Mastic: Vinyl emulsion type acrylic threaded or forged steel slip-on flanges; preformed neoprene gaskets; Copper tube systems , or vertical risers . or mastic , compatible with insulation, black color; Outdoor Breather Mastic: Vinyl and pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets. C. Install globe, ball , or butterfly valves for throttling, bypass , or manual flow emulsion type acrylic or mastic , compatible with insulation , black color . C. Grooved and Shouldered Pipe End Couplings: Housing: Malleable iron clamps to control services . K. Insulating Cement: ASTM C 449/C 449M. engage and lock, designed to permit some angular deflection , contraction , and D. Provide lug end butterfly valves adjacent to equipment when provided to isolate equipment . 2.03 FLEXIBLE ELASTOMERIC CELLULAR INSULATION expansion; steel bolts , nuts, and washers; galvanized for galvanized pipe; Sealing E. Provide spring loaded check valves on discharge of water pumps . A. Manufacturer: Armacell International; gasket: "C" shape composition sealing gasket . H. Provide automatic flow controls valves in water recirculating systems where indicated. B. Insulation: Preformed flexible elastomeric cellular rubber insulation complying D. Dielectric Connections: Union with galvanized or plated steel threaded end, copper I . Provide spring loaded check valves when located on the discharge of pumps . with ASTM C 534 Grade 1; use molded tubular material wherever possible; Minimum solder end, water impervious isolation barrier . 3.05 TOLERANCES Service Temperature: -40 degrees F; Maximum Service Temperature: 220 degrees F; 2. 19 PIPE HANGERS AND SUPPORTS A. Interior Drainage Piping: Establish invert elevations within 1/2 inch vertically Connection: Waterproof vapor barrier adhesive. A. Plumbing Piping - Drain , Waste, and Vent: Conform to MSS SP-58; Hangers for Pipe of location indicated and slope to drain at minimum of 1/4 inch per foot slope, C. Elastomeric Foam Adhesive: Air dried, contact adhesive, compatible with Sizes 1/2 Inch to 1-1/2 Inches: Malleable iron , adjustable swivel , split ring; unless noted otherwise on the Drawings . insulation . Hangers for Pipe Sizes 2 Inches and Over: Carbon steel , adjustable, clevis; C. Water Piping: Slope at minimum of 1/32 inch per foot and arrange to drain at low points . 2.04 JACKE'IS Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods; 3.06 DISINFECTION OF DOMESTIC WATER PIPIivG SYSTEM A. PVC Plastic . Wall Support for Pipe Sizes to 3 Inches: Cast iron hook; Wall Support for Pipe A. Prior to starting work, verify system is complete, flushed and clean . ft 1 . Manufacturers: Knauf Fiber Glass; Johns Manville Corporation; Owens Corning Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp; Vertical B. Ensure Ph of water to be treated is between 7.4 and 7.6 by adding alkali (caustic Corp; CertainTeed Corporation . Support: Steel riser clamp; Floor Support: Cast iron adjustable pipe saddle, lock soda or soda ash) or acid (hydrochloric) . 2. Jacket: One piece molded type fitting covers and sheet material , off-white nut , nipple, floor flange, and concrete pier or steel support; Copper Pipe Support: C. Inject disinfectant , free chlorine in liquid, powder , tablet or gas form, color; Minimum Service Temperature: 0 degrees F; Maximum Service Carbon steel ring, adjustable, copper plated. throughout system to obtain 50 to 80 mg/L residual Temperature: 150 degrees F; Moisture Vapor Permeability: 0.002 perm inch, B. Plumbing Piping - Water and Gas: Conform to MSS SP-58; Hangers for Pipe Sizes 1/2 D. Bleed water from outlets to ensure distribution and test for disinfectant residual maximum, when tested in accordance with ASTM E 96/E 96M; Thickness: 10 mil; Inch to 1-1/2 Inches: Malleable iron, adjustable swivel , split ring; Hangers for at minimum 15 percent of outlets . Connections: Brush on welding adhesive; Covering Adhesive Mastic: Cold Pipe Sizes 2 Inches and Over: Carbon steel , adjustable , clevis; Hangers for E. Maintain disinfectant in system for 24 hours . Compatible with insulation . Hot Pipe Sizes 2 Inches to 4 Inches: Carbon steel , adjustable, clevis; Hangers for F. If final disinfectant residual tests less than 25 mg/L, repeat treatment . B. ABS Plastic: Hot Pipe Sizes 6 Inches and Over: Adjustable steel yoke, cast iron pipe roll , G. Flush disinfectant from system until residual equal to that of incoming water or 1 .0 mg/L. 1 . Jacket: One piece molded type fitting covers and sheet material , off-white double hanger; Multiple or Trapeze Hangers: Steel channels with welded supports or H. Take samples no sooner than 24 hours after flushing, from 10 percent of outlets and color; Minimum Service Temperature: -40 degrees F; Maximum Service spacers and hanger rods; Multiple or Trapeze Hangers for Hot Pipe Sizes 6 Inches from water entry, and analyze in accordance with AWWA C651 . Temperature of 180 degrees F; Moisture Vapor Permeability: 0.012 perm inch, and Over: Steel channels with welded supports or spacers and hanger rods , cast 3.08 SCHEDULES when tested in accordance with ASTM E 96/E 96M; Thickness: 30 mil .; iron roll; Wall Support for Pipe Sizes to 3 Inches: Cast iron hook; Wall Support A. Pipe Hanger Spacing: Connections: Brush on welding adhesive. for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp; 1 . Metal Piping: C. Aluminum Jacket: ASTM B 209 (ASTM B 209M) formed aluminum sheet; Thickness: 0.016 Wall Support for Hot Pipe Sizes 6 Inches and Over: Welded steel bracket and a. Pipe size: 1/2 inches to 1-1/4 inches: Maximum hanger spacing: 6.5 inch sheet; Finish: Embossed; Joining: Longitudinal slip joints and 2 inch laps; wrought steel clamp with adjustable steel yoke and cast iron pipe roll; Vertical ft; Hanger rod diameter: 3/8 inches . Fittings: 0.016 inch thick die shaped fitting covers with factory attached Support: Steel riser clamp; Floor Support for Cold Pipe: Cast iron adjustable b. Pipe size: 1-1/2 inches to 2 inches: Maximum hanger spacing: 10 ft; protective liner; Metal Jacket Bands: 3 8 inch wide; 0.015 inch thick aluminum; Hanger rod diameter: 3/8 inch. P / pipe saddle , lock nut , nipple, floor flange, and concrete pier or steel support; C . Pipe size: 2-1/2 inches to 3 inches: Maximum hanger spacing: 10 ft; Metal Jacket Bands: 3/$ inch wide; 0.010 inch thick stainless steel . Floor Support for Hot Pipe Sizes to 4 Inches: Cast iron adjustable pipe saddle, Hanger rod diameter: 1/2 inch. D. Stainless Steel Jacket: ASTM A 666, Type 304 stainless steel; Thickness: 0.010 locknut , nipple, floor flange, and concrete pier or steel support; Floor Support d. Pipe size: 4 inches to 6 inches: Maximum hanger spacing: 10 ft; inch; Finish: Smooth; Metal Jacket Bands: 3/8 inch wide; 0.010 inch thick for Hot Pipe Sizes 6 Inches and Over: Adjustable cast iron pipe roll and stand, Han er rod diameter: 5 8 inch. stainless steel . steel screws , and concrete pier or steel support; Copper Pipe Support: Carbon 2. Plastic Piping: / steel ring, adjustable , copper plated. PART 3 EXECUTION 2.20 GATE VALVES (Exterior Utility Service Only) a. Pipe size: 1/2 inches to 6 inches: Maximum hanger spacing: 6 ft; A. Manufacturers: Conbraco Industries; Nibco, Inc; Milwaukee Valve Company. Hanger rod diameter: 3/8 inch. 3.01 AXAMINATION B. Up To and Including 3 Inches: MSS SP-80 Class 125 bronze body bronzeytrim A. Verify that piping has been tested before applying insulation materials . rising stem, handwheel , inside screw, solid wedge disc , solder or threaded ends . END OF SECTION B. Verify that surfaces are clean and dry, with foreign material removed. Provide extension to grade and valve box per local jurisdiction and utility company 3.02 INSTALLATION standards . Post-indicator type were used for fire protection service or when A. Install in accordance with manufacturer s instructions . indicated on the Drawings . SECTION 221006 - PLUMBING PIPING SPECIALTIES B. Install in accordance with NAIMA National Insulation Standards . 2 Inches and Larger: MSS SP-70, Class 125, iron body, bronze trim, outside screw PART 1 GENERAL C. C.Insulated pipes conveying fluids below ambient temperature: Insulate entire system and yoke, handwheel , solid wedge disc , flanged ends . Provide extension to grade II including fittings , valves , unions , flanges , strainers , flexible connections , and and valve box per local jurisdiction and utility company standards . Post-indicator 1 .01 SECTION INCLUDES expansion joints . type were used for fire protection service or when indicated on the Drawings . A. Drains; Cleanouts; Water hammer arrestors . D. Glass fiber insulated pipes conveying fluids below ambient temperature: Provide 2,22 BALL VALVES vapor barrier jackets , factory-applied or field-applied. Secure with self-sealing A. Manufacturers: Conbraco Industries; Nibco, Inc; Milwaukee Valve Company. PART 2 PRODUCTS longitudinal laps and butt strips with pressure sensitive adhesive. Secure with B. Construction , 4 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP, bronze, I outward clinch expanding staples and vapor barrier mastic; Insulate fittings , two piece body, chrome plated brass ball , regular port, teflon seats and stuffing 2.03 WATER HAMMER ARRESTORS joints , and valves with molded insulation of like material and thickness as box ring, blow-out proof stem, lever handle, solder or threaded ends . A. Manufacturers: Ja R. Smith Manufacturin Com an Watts Re ulator Com an Zurn adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting Y g P y' 9 p y' 2.24 BUTTERFLY VALVES Industries , Inc. covers . A. Manufacturers: Hammond Valve; Crane Co; Milwaukee Valve Company. B. Water Hammer Arrestors: Stainless steel or copper construction , bellows type sized E. For hot piping conveying fluids 140 degrees F or less , do not insulate flanges and B. Construction 1-1 2 Inches and Lar er: MSS SP-67 200 si CWP cast or ductile iron unions at equipment , but bevel and seal ends of insulation . / 9 P in accordance with PDI-WH 201 , precharged suitable for operation in temperature F. For hot piping conveying fluids over 140 degrees F, insulate flanges and unions at body, nickel -plated ductile iron disc , resilient replaceable EPDM seat , wafer , lug, range 34 to 250 degrees F and maximum 150 psi working pressure. or grooved ends , extended neck 10 position lever handle. equipment . PART 3 EXECUTION C. Provide gear operators for valves 8 inches and larger , and chain-wheel operators G. Glass fiber insulated pipes conveying fluids above ambient temperature: Provide for valves mounted over 8 feet above floor . 3.01 INSTALLATION standard jackets , with or without vapor barrier , factory-applied or field-applied. 2.25 FLOW CONTROLS A. Install in accordance with manufacturer 's instructions . TIGAR D SOUTH Secure with self-sealing longitudinal laps and butt strips with pressure sensitive A. Manufacturers: ITT Bell & Gossett; Griswold Controls; Taco, Inc. B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout adhesive. Secure with outward clinch expanding staples; Insulate fittings , joints , B. Construction: Class 125, Brass or bronze body with union on inlet , temperature and plugs with mixture of graphite and linseed oil . Ensure clearance at cleanout for 6600 SW BO NITA ROAD and valves with insulation of like material and thickness as adjoining pipe. pressure test plug on inlet and outlet . rodding of drainage system. Finish with glass cloth and adhesive or PVC fitting covers . C. Calibration: Automatically control flow within 5 percent of selected rating, over C. Encase exterior cleanouts in concrete flush with grade. TIGAR D, OR 97224 H. Inserts and Shields: Application: Piping 2 inches diameter or larger; Shields: operating pressure range of 10 times minimum pressure required for control , maximum D. Install floor cleanouts at elevation to accommodate finished floor for a completely Galvanized steel between pipe hangers or pipe hanger rolls and inserts; Insert minimum pressure 3.5 psi . flush installation . location: Between support shield and piping and under the finish jacket; Insert 2,26 SWING CHECK VALVES E. Install approved potable water protection devices on plumbing lines where NO. REVISIONS: DATE: configuration: Minimum 6 inches long, of same thickness and contour as adjoining A. Manufacturers: Hammond Valve; Nibco, Inc; Milwaukee Valve Company. contamination of domestic water may occur; on boiler feed water lines , janitor insulation; may be factory fabricated; Insert material: Hydrous calcium silicate B. Up to 3 Inches: MSS SP-80, Class 125, bronze body and cap, bronze swing disc with rooms , fire sprinkler systems , premise isolation , irrigation systems , flush valves , insulation or other heavy density insulating material suitable for the planned rubber seat , solder or threaded ends . drink mixing stations , interior and exterior hose bibbs and all other locations temperature range. C. Over 2 Inches: MSS SP-71 , Class 125, iron body, bronze swing disc , renewable disc required by Codes . I . Continue insulation through walls , sleeves , pipe hangers , and other pipe seal and seat , flanged or grooved ends . F. Pipe relief from backflow preventer to nearest drain . penetrations . Finish at supports , protrusions, and interruptions . At fire 2.28 WATER PRESSURE REDUCING VALVES G. Install water hammer arrestors complete with accessible isolation valve on hot and separations , fire stop penetrations to meet local code requirements . A. Manufacturers: Amtrol Inc; Cla-Val Co; Watts Regulator Company. cold water supply piping to all fixtures and equipment . J. Pipe Exposed in Finished Spaces ( less than 10 feet above finished floor ): Finish B. Up to 2 Inches: MSS SP-80, bronze body, stainless steel and thermoplastic internal END OF SECTION with Aluminum, Stainless Steel , ABS or PVC jacket and fitting covers . parts, fabric reinforced diaphragm, strainer , threaded single union ends . 3.03 SCHEDULES C. Over 2 Inches: MSS SP-85, cast iron body, bronze fitted, elastomeric diaphragm and PART 1 GENERAL SECTION 223000 - PLUMBING EQUIPMENT A. The Contractor may use any of the following insulating materials , at his option , seat disc, flanged. 1 .01 SECTION INCLUDES provided the selected material meets with the approval of all State, local 2.29 RELIEF VALVES mmercial electric water heaters authorities and utility company requirements . Verification of compliance of the A. Pressure Relief: Manufacturers: Cla-Val Co; Henry Technologies; Watts Regulator A. Water Heaters; Co selected insulating material and thickness with all State and local codes and : Company; AGA Z21 .22 certified, bronze body, teflon seat , steel stem and springs , PART 2 PRODUCTS ut i I i ty company requirements i s the so I e respons i b i I i ty of the i nsta I I i ng contractor automatic, d i rect pressure actuated. 2.01 WATER HEATER MANUFACTURERS B. Plumbing Systems: B. Temperature and Pressure Relief: Manufacturers: Cla-V(-. 'o; Henry Technologies; LANDLORD REVIEW ISSUE DATE: 08/11/2015Bock Water Heaters Inc.; Rheem Manufacturing 1 . Dourest i c Hot and Tempered Water Supp I y and Rec i rcu I at i on: Watts Regu I ator Company; AGA Z21 .22 certified, bronze body, tef I on seat , sta i n I ess A. A.O. Smith Water Products Co.; g TENANT REVIEW ISSUE DATE: 08/11/2015 Company.; PVI . BID ISSUE DATE: 08/11/2015 a. GI ass F i ber Insu I at i on: All Pipe: Thickness: 1 inch. stee I stem and springs , automatic, d i rect pressure actuated, temperature re I i of 2.04 COMMERCIAL ELECTRIC WATER HEATERS PERMIT ISSUE DATE: 08/11/2015 b. Flexible Elastomeric Cellular Foam Insulation: Pipe Size Range: First maximum 210 degrees F, capacity ASME (BPV IV) certified and labeled. 8 feet of i e from fixture , u to 1 1 4 inch:P Thickness: 1 2 inch.; A. Type: Factory-assembled and wired, electric , vertical or horizontal storage as specified.P P / / 2.30 STRAINERS CONSTRUCTION ISSUE DATE: 08/11/2015 All Other Pipe: Thickness: 1 inch. A. Manufacturers: Armstrong International , Inc; Green Country Filtration; WEAMCO. B. Performance: Maximum working pressure: 150 psig; Equipment performance and 2. Domestic Cold Water: B. Size 2 inch and Under: Threaded brass body for 175 psi CWP, Y pattern with 1/32 accessories shall be as scheduled on the Drawings and specified herein . Inclusion a. Glass Fiber Insulation: Pipe Size Range: All Sizes; Thickness: 1/2 inch inch stainless steel perforated screen . in both locations is not a prerequisite to inclusion in the Contract . Equipment b. Flexible Elastomeric Cellular Foam Insulation: Pipe Size Range: All 2. Class 150, threaded bronze body 300 psi CWP, Y pattern with 1/32 inch and accessories specified in either location shall be included in the Contract . Sizes; Thickness: 1/2 inch . stainless steel perforated screen . Provide all necessary accessories and connections as required for a complete, C. Heating Systems: C. Size 1-1/2 inch to 4 inch: Class 125, flanged iron body, Y pattern with 1/16 inch functional system. 1 . Heating Water Supply and Return: stainless steel erforated screen . C. Electrical Characteristics: As indicated on the Drawings; Verify that proper power REFERENCE ONLY hose and DRAWING TITLE: a. G I ass F i ber Insu I at i on: P i e S i ze Ran e: U to 1 1 2 inch: Supp l y i s ova i t ab I e prior to ordering equipment . Verif y proper vo I tage, p NOT APPROVED WITH THIS PERMIT P 9 P / D. Size 5 inch and Larger: Class 125, flanged iron body, basket pattern with 1/8 inch current ratin of ower su I and inform En sneer of an deviations rior to Thickness: 1 1/2 inch.; Pipe Size Range: 2 inch and larger: stainless steel perforated screen . 9 P PP y 9 y P Thickness: 2 inch. order , connection of equipment or start-up. Responsibility for verification of PLUMBING PART 3 EXECUTION proper power supply voltage and any product returns or damage resulting from SPECIFICATIONS END OF SECTION incorrect connections shall rest with this Contractor . 3.01 EXAMINATION A. Verify that excavations are to required grade, dry, and not over-excavated. D. Tank: Glass lined or copper lined welded steel; ASME labeled pressure vessel when 3.02 PREPARATION required by code, 4 inch diameter inspection port , thermally insulated with minimum DRAWING NUMBER: A. Ream pipe and tube ends . Remove burrs . Bevel plain end ferrous pipe. 2 inches polyurethane encased in corrosion-resistant steel jacket; baked-on enamel finish. B. Remove scale and dirt , on inside and outside, before assembly. E. Controls: Automatic immersion water thermostat; externally adjustable temperature C. Prepare piping connections to equipment with flanges or unions . range from 60 to 180 degrees F, flanged or screw-in nichrome elements, high temperature limit thermostat . P4nO -