The URL can be used to link to this page

Plans (4) BU P2019-00200 GENERAL NOTES ABBREVIATIONS INDEX OF DRAWINGS A N A. INTERIOR WALLS AND CEILING FINISHES IN EXIT ACCESS CORRIDORS,ROOMS AND ENCLOSED RESTOTZE CRTOTI-IERAPY TIGARD AB ANCHOR BOLT HYD HYDRANT I SHT.NO. ' SHEET TITLE g SPACES SHALL BE NOT LESS THAN A CLASS'C'RATING,SEE IBC 803.5.INTERIOR FLOOR FINISHES ABV ABOVE ID INSIDE DIAMETER GENERAL ' IV'� o IN VERTICAL EXITS,EXIT PASSAGEWAYS AND EXIT ACCESS CORRIDORS SHALL NOT BE LESS ADJ ADJUSTABLE IF INSIDE FACE �„ THAN A CLASS II RATING,SEE IBC 804.4. AFF ABOVE FINISH FLOOR IN INCHES G00 I COVER SHEET AND GENERAL NOTES OCT Z H AIA AMERICAN INSTITUTE OF INFO INFORMATION B. ALL CONSTRUCTION SHALL MEET THE CONSTRUCTION STANDARDS FOR A TYPE VB,SPRINKLED ARCHITECTS INSUL INSULATION G002 ARCHITECTURAL SPECIFICATIONS CITY OF -, BUILDING IN ACCORDANCE WITH OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION, 12264 SW SCHOLLS FERRY ROAD ALUM ALUMINUM LAV LAVATORY BUILDINGC( SOON o CONSTRUCTION SHALL MEET THE REQUIREMENTS FOR THE CITY OF TIGARD,STATE OF OREGON. APPROX APPROXIMATE LT LIGHT o ARCH ARCHITECTURAL LT WT LIGHT WEIGHT ARCHITECTURAL C. CONTRACTOR TO MAINTAIN A COMPLETE,TOP QUALITY,"AS BUILT"DRAWINGS FOR SUBMITTAL TIGARD OREGON 97223 ASTM AMERICAN SOCIETY FOR TESTING MAINT MAINTENANCE IT t' TO ARCHITECT UPON COMPLETION OF CONSTRUCTION. MATERIALS MAX MAXIMUM A 100 DEMOLITION AND EXISTING&EQUIPMENT PLAN < <I<T .L.L DBA DEFORMED BAR ANCHOR MAT MATERIAL A101 FLOOR PLAN 2 1. W o, a, D. WOOD AND COMBUSTIBLE MATERIALS IN CEILINGS AND CONCEALED SPACES IS TO BE BD BOARD MCJ MASONRY CONTROL JOINT H CONSTRUCTED PER IBC 603. BITUM BITUMINOUS MECH MECHANICAL A111 REFLECTED CEILING PLAN ¢a I I ! .o BLDG BUILDING MFR MANUFACTURER A401 INTERIOR ELEVATIONS&FINISH SCHEDULE D Ki _ 0 E. NO VINYL ASBESTOS OR OTHER HAZARDOUS MATERIALS SHALL BE INSTALLED AS PART OF THIS BM BENCHMARK MIN MINIMUM A501 ARCHITECTURAL DETAILS WORK. ALL STRICTLY REGULATED MATERIALS SHALL MEET ALL STATE AND FEDERAL BO BOTTOM OF MISC MISCELLANEOUS A502 ARCHITECTURAL DETAILS _o 2 4 REGULATIONS. BP BASE PLATE MO MASONRY OPENING A601 DOOR,WINDOW&WALL TYPES&SCHEDULES a BRG BEARING MTL METAL o l F. ALL FURRING AND BLOCKING SHALL MEET THE REQUIREMENTS OF IBC 603. BTWN BETWEEN MC NOT IN CONTRACT w w VICINITY MAP I SITE PLAN CODE INFORMATION CER CERAMIC NO NUMBER A iY, G. THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON CJ CONTROL 1 CONSTRUCTION JOINT NTS NOT TO SCALE STRUCTURAL g s THE EXISTING CONDITIONS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF CLG CEILING OC ON CENTER a. c� 0 ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS. EACH CODE: CLR CLEAR OD OUTSIDE DIAMETER S101 CONSTRUCTION DETAILS TRADE SHALL EXAMINE THE PREMISES PRIOR TO COMMENCING HIS WORK TO INSURE THAT SprInproud Dr we 2014 OREGON STRUCTURAL SPECIALTY CODE CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE ! 1 o 0 CONDITIONS ARE APPROPRIATE FOR HIS WORK TO COMMENCE.AREAS NOT APPROPRIATE2017 OREGON ELECTRICAL SPECIALTY CODE CONC CONCRETE OH OVERHEAD SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.COMMENCING WORK IMPLIES a a--- I 2017 OREGON PLUMBING SPECIALTY CODE CONT CONTINUOUS OPP OPPOSITE MECHANICAL -o ACCEPTANCE OF EXISTING CONDITIONS. - 2014 OREGON MECHANICAL SPECIALTY CODE CONST CONSTRUCTION PART PARTITION 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE COORD COORDINATE PCF POUNDS PER CUBIC FOOT M001 TITLE SHEET H. COORDINATE ALL DIMENSIONS,CONDITIONS AND DETAILS WITH STRUCTURAL,CIVIL, --' ICC!A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CP CAP PLATE PERP PERPENDICULAR M201 MECHANICAL PLAN LANDSCAPE,MECHANICAL,PLUMBING,ELECTRICAL,FIRE PROTECTION DRAWINGS AND rte- t. CT COUNTERTOP PL PLATE M701 MECHANICAL DETAILS&SCHEDULES i MATERIAL SUPPLIERS. [_• � � E `` ; JURISDICTION: CU CONTRACTION JOINT PLF POUNDS PER LINEAL FOOT " AID TIGARD,OREGON DBL DOUBLE PNTD PAINTED • ') o 4 I. ALL SECURITY DEVICES MUST BE PHYSICALLY INTEGRATED. FREESTANDING PEDESTALS OR �'�, MODS 12244 DEPT DEPARTMENT PROT PROTECTION HANGING DEVICES CONTAINING SENSOR EQUIPMENT ARE PROHIBITED. TM•. CM 12230 GENERAL: DET DETAIL PSF POUNDS PER SQUARE FOOT PLUMBING it �� 13 �.. , - TYPE OF CONSTRUCTION: VB DINGS DRAWINGS PSI POUNDS PER SQUARE INCH �._�._., P201 WASTE&VENT AND WATER&NAT GAS PLUMBING PLANS .L J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND WORKMANSHIP , OCCUPANCY CLASSIFICATION: B(BUSINESS) EA EACH QTY QUANTITY IN ACCORDANCE WITH THE APPLICABLE INTERNATIONAL BUILDING CODE, su 1226C SEPARATION: NON-SEPARATED EJ EXPANSION JOINT RD ROOF DRAIN P202 ISOMETRIC PLUMBING DIAGRAM �� g R- HANDICAPPED-ACCESSIBILITY CODE,AND ALL APPLICABLE ORDINANCES INCLUDING STATE AND . r .� ••�22gir FIRE SPRINKLERS: YES ELEV ELEVATION RAD RADIUS P701 PLUMBING DETAILS&SCHEDULES 11 LOCAL BUILDING CODES AND REQUIREMENTS. �'•� �, TENANT SPACE AREA: 2,282 S.F. EQ EQUAL REINF REINFORCED ffi a NOP „•:'� -'+ 177F4 NUMBER OF STORIES: 1 STORY ABOVE GRADE EW EACH WAY REQ'D REQUIRED ORDER o K. THE CONTRACTOR SHALL CONFIRM IN WRITING,APPROXIMATE ON-SITE DELIVERY DATES FOR I- Lars r. rti26,,... REQUIRED MEANS OF EGRESS: 1 EXITS REQUIRED AS PER TABLE 1015.1 EXIST EXISTING RM ROOM ALL CONSTRUCTION ITEMS AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS, r.. EXPAN EXPANSION RO ROUGH OPENING ELECTRICAL ARCHITECTURE k AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DELAYS AFFECTING OCCUPANCY. iV ° UM PLUMBING FIXTURE ANALYSIS(IBC CHAPTER 29): EXT EXTERIOR SCHED SCHEDULE 6001 ELECTRICAL GENERAL SHEET TENANT SPACE OCCUPANTS: 23 EWC ELECTRIC WATER COOLER SDI STEEL DECK INSTITUTE p L. SUBSTITUTIONS,REVISIONS AND/OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL BY THE j TENANT SPACE WATER CLOSETS REQUIRED: 1/25=1 (1 PROVIDED) FD FLOOR DRAIN SHR SHOWER E101 LIGHTING PLAN T 801.597.7641 12272 TENANT SPACE LAVATORIES REQUIRED: 1140=1 1 PROVIDED FDTN FOUNDATION SHT SHEET E201 POWER PLAN ARCHITECT AND OWNER, rI! NAF Q ( ) FE FIRE EXTINGUISHER SIM SIMILAR541 WEST 6570 SOUTH E501 ELECTRICAL DETAILS MURRAY,UT 84123 M. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN THE LOCATION OF ANY AND ALL TENANT SPACE SERVICE SINKS REQUIRED: 1 1 PROVIDED) FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATION Q ( E601 ELECTRICAL SHEDULES WORK INCLUDING BUT NOT LIMITED TO MECHANICAL,ELECTRICAL,TELEPHONE AND LIGHTINGTENANT SPACE DRINKING FOUNTAINS REQUIRED: 1 (2 PROVIDED) FF FINISH FLOOR STC SOUND TRANSMISSION COEFFICIENT " pain@order-arch.com (INCLUDING PIPING,DUCTWORK AND CONDUIT,)AND THAT ALL CLEARANCES FOR INSTALLATION ---- - �-- d 127.0 FLR FLOOR STD STANDARD www.arder-arch.com .4FT FEET 1 FOOT STIFF STIFFENER AND MAINTENANCE ARE PROVIDED. 12282 , .; I 1 I 2 1 3 I 4 1 5 1 6 I PROJECT SPECIFICATIONS T GENERAL CONDITIONS FOR CONSTRUCTION. SPECIFICALLY REQUESTED TO EXAMINE PRIOR TO ITS BEING COVERED,THE ARCHITECT NON-STRUCTURAL METAL FRAMING: REPAIR DAMAGED FINISH AT CUTS. C.FINISH(THIRD)COAT:READY-MIX DRYING-TYPE ALL-PURPOSE OR TOPPING COMPOUND. 11.METAL OR EXTRUDED ALUMINUM OF TYPES AND PROFILES INDICATED OR,IF NOT INDICATED, MAY REQUEST TO SEE SUCH WORK AND IT SHALL BE UNCOVERED BY THE CONTRACTOR.IF A. STEEL STUDS AND RUNNERS: ASTM C 645. 12.HANDLE,STORE AND INSTALL FIRE-RETARDANT-TREATED WOOD TO COMPLY WITH 41.FINISH LEVELS SHALL COMPLY WITH ASTM G840 FINISH LEVELS. MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS THAT FIT TYPE OF SUCH WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,COSTS OF UNCOVERING 1. MINIMUM BASE-METAL THICKNESS: AS INDICATED ON DRAWINGS. RECOMMENDATIONS OF CHEMICAL TREATMENT MANUFACTURER INCLUDING THOSE FOR 42.PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS IN A MANNER SUITABLE TO EDGE DETAIL AND SUSPENSION SYSTEM INDICATED. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS: AND REPLACEMENT SHALL,BY APPROPRIATE CHANGE ORDER,BE AT THE OWNER'S EXPENSE. 2. DEPTH: AS INDICATED ON DRAWINGS. ADHESIVES WHERE ARE USED TO INSTALL WOODWORK. INSTALLER,WHICH ENSURES GYPSUM DRYWALL CONSTRUCTION BEING WITHOUT DAMAGE OR 12.EXAMINE SUBSTRATES AND STRUCTURAL FRAMING TO WHICH CEILING SYSTEM ATTACHES z A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE IF SUCH WORK IS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,CORRECTION B. SLIP-TYPE HEAD JOINTS: WHERE INDICATED,PROVIDE THE FOLLOWING: 13.ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. OR ABUTS,WITH INSTALLER PRESENT,FOR COMPLIANCE WITH REQUIREMENTS SPECIFIIED IN THIS PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR THE CONTRACT SHALL BEAT THE CONTRACTOR'S EXPENSE UNLESS THE CONDITION WAS CAUSED BY THE 1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH DEEP SUBSTRATES.SECURE TO GROUNDS,STRIPPING AND BLOCKING WITH COUNTERSUNK, AND OTHER SECTIONS THAT AFFECT INSTALLATION AND ANCHORAGE OF CEILING SYSTEM.DO P DOCUMENTS ARE COMPLEMENTARY,AND WHAT IS REQUI ED BY ONE SHALL BE AS BINDING OWNER OR A SEPARATE CONTRACTOR IN WHICH EVENT THE OWNER SHALL BE RESPONSIBLE FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS,INSTALLED WITH CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FORA COMPLETE INSTALLATION. NOT PROCEED WITH INSTALLATION UNTIL SATISFACTORY CONDITIONS HAVE BEEN CORRECTED. K1 AS IF REQUIRED BY ALL;PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY FOR PAYMENT OF SUCH COSTS. STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED EXCEPT WHERE PRE-FINISHED MATCHING FASTENER HEADS ARE REQUIRED,USE FINE FINISHING PST 13.MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL�S TO BALANCE A TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY C. THE CO�CTOR SHALL PROMPTLY CORRECT WORK REJECTED BY THE ARCHITECT OR WITHIN 12 INCHES OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. NAILS FOR EXPOSED NAILING,COUNTERSUNK AND FILLED FLUSH WITH WOODWORK AND I.PAINT EXPOSED SURFACES WHETHER OR NOT COLORS ARE DESIGNATED IN"SCHEDULES," BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING,AVOID USE OF LESS-THAN-HALF-WIDTH > INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS. FAILING TO CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS,WHETHER C. FLAT STRAP AND BACKING PLATE; STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH MATCHING FINAL FINISH. EXCEPT WHERE A SURFACE OR MATERIAL IS SPECIFICALLY INDICATED NOT TO BE PAINTED OR IS DISCOVERED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR NOT AND WIDTH INDICATED. 14.INSTALL CABINETS WITHOUT DISTORTION SO THAT DOORS AND DRAWERS FIT OPENINGS UNITS AT BORDERS,AND COMPLY WITH REFLECTED CEILING PLANS. EXECUTION OF CONTRACT DOCUMENTS: Td REMAIN NATURAL.WHERE AN ITEM OR SURFACE IS NOT SPECIFICALLY MENTIONED,PAINT 14.INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS *� (�) FABRICATED,INSTALLED OR COMPLETED.COSTS OF CORRECTING SUCH REJECTED WORK, I. MINIMUM BASE-METAL THICKNESS: AS INDICATED ON DRAWINGS. PROPERLY AND ARE ACCURATELY ALIGNED.ADJUST HARDWARE TO CENTER DOORS AND THE SAME AS SIMII AR ADJACENT MATERIALS OR SURFACES.IF COLOR OR FINISH IS NOT WITHIN CEII INC PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURAL OR CEILING A. EXECUTION OF THE CONTRACT BY THE CONTRACTOR ISA REPRESENTATION THAT THE INCLUDING ADDITIONAL TESTING AND INSPECTIONS AND COMPENSATION FOR THE D. RESILIENT FURRING CHANNELS: 1/2 INCH DEEP STEEL SHEET MEMBERS DESIGNED TO DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION.COMPLETE THE w O, Q` CONTRACTOR HAS VISITED THE SITE,BECOME GENERALLY FAMILIAR WITH LOCAL ARCIIITECT"S SERVICES AND EXPENSES MADE NECESSARY THEREBY,SHALL BE AT THE REDUCE SOUND TRANSMISSION. INSTALLATION OF HARDWARE AND ACCESSORY ITP MS AS INDICATED.MAINTAIN VENEER DESIGNATED,THE TENANT/CONSTR.MGR WILL SELECT FROM STANDARD COLORS OR FINISHES SUSPENSION SYSTEM.SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS AND . r. N CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATED PERSONAL AVAILABLE. OFFSET RESULTING HORIZONTAL FORCES BY BRACING,COUNTER SPLAYING,OR OTHER EQUALLY ': E t I a N CONTRACTOR S EXPENSE. 1. CONFIGURATION: ASYMMETRICAL OR HAT SHAPED. SEQUENCE MATCHING{IF ANY}OF CABINETS WITH TRANSPARENT FINISH. �; 00 t--. D OBSERVATIONS WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. D. IN ADDITION TO THE CONTRACTOR'S OBLIGATIONS,IF,WITHIN ONE YEAR AFTER THE DATE E. COLD ROLLED FURRING CHANNELS: 0.0538 INCH BARE-STEEL THICKNESS,WITH MINIMUM 1/2 15.ANCHOR TOPS SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED. EFFECTIVE MEANS. D cn c o OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTION THEREOF OR AFTER INCH WIDE FLANGES. 16.COMPLETE THE FINISHING WORK SPECIFIED THIS SECTION TO WHATEVER EXTENT NOT 2.DO NOT PAINT OVER UNDERWRITER'S LABORATORIES,FACTORY MUTUAL OR OTHER 15.WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES OWNERSHIP AND USE OF DRAWINGS,SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE: THE DATE FOR COMMENCEMENT OF WARRANTIES ESTABLISHED,OR BY TERMS OF AN 1. DEPTH: AS INDICATED ON DRAWINGS. COMPLETED AT SHOP OR BEFORE INSTALLATION OF WOODWORK. CODE-REQUIRED LABELS OR EQUIPMENT NAME,IDENTIFICATION,PERFORMANCE RATING,OR HANGER SPACES THAT INTERFERE WITH THE LOCATION OF HANGERS AT SPACING REQUIRED TO o 1 I A. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN NOMENCLATURE PLATES. SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS,INSTALL SUPPLEMENTAL SUSPENSION F" APPLICABLE SPECIAL WARRANTY REQUIItED BY THE CONTRACT DOCUMENTS,ANY OF THE 2. FURRING$RACKETS: ADJUSTABLE,CORRUGATED EDGE TYPE OF STEEL SHEET WITH I7.REPAIR DAMAGED AND DEFECTIVE WOODWORK WHERE POSSIBLE TO ELIMINATE DEFECTS 3.PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE MEMBERS AND HANGERS IN FORM OF TRAPEZE ORE UNALENT DEVICES.SIZE SUPPLEMENTAL ELECTRONIC FORM,PREPARED BY THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS WORK IS FOUND TO BE NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT MINIMUM BARE-STEEL THICKNESS bF 0.0312 INCH. FUNCTIONALLY AND VISUALLY;WHERE NOT POSSIBLE TO REPAIR,REPLACE WOODWORK. Q H H I I ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE DOCUMENTS,THE CONTRACTOR SHALL CORRECT IT PROMPTLY AFTER RECEIPT OF WRITTEN 3. TIE WIRE: ASTM A 641/A 641M,CLASS 1 ZINC COATING,SOFT TEMPER,0.0625-INCH ADJUST JOINTS FOR UNIFORM APPEARANCE. FINISH COATS, SUSPENSION MEMBERS AND HANGERS TO SUPPORT CEILING LOADS WITHIN PERFORMANCE w C - A CCONTRACTOR IS DESCRIBED.THE CONTRACTOR MAY RETAIN ONE RECORD SET.NEITHER NOTICE FROM THE OWNER TO DO SO UNLESS THE OWNER HAS PREVIOUSLY GIVEN THE DIAMETER WIRE,OR DOUBLE STRAND OF 0.0475-INCH DIAMETER WIRE. 18.CLEAN,LUBRICATE AND ADJUST HARDWARE. 4.PROVIDE THE MANUFACTURER'S BEST QUALITY TRADE SALE PAINT MATERIAL OF THE LIMITS ESTABLISHED BY REFERENCED STANDARDS. A f.a THE CONTRACTOR NOR ANY SUBCONTRACTOR,SUB-SUBCONTRACTOR OR MATERIAL,OR CONTRACTOR A WRITTEN ACCEPTANCE OF SUCH CONDITION.THE OWNER SHALL GIVE SUCH 19.CLEAN WOODWORK ON EXPOSED AND SEMI-EXPOSED SURFACES.TOUCHUP FACTORY VARIOUS COATING TYPES SPECIFIED.PAINT MATERIAL CONTAINERS NOT DISPLAYING 16.SECURE WIRE HANGERS BY LOOPING,AND WIRE-TYING,EITHER DIRECTLY TO INSERTS, P I w 1 s EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE DRAWINGS, NOTICE PROMPTLY AFTER DISCOVERY OF THE CONDITION.DURING THE ONE-YEAR PERIOD INSTALLATION: APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. MANUFACTURERS PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. EYE-SCREWS,OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE,AND IN 41 I °� c.) - SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR THE FOR CORRECTION OF WORK,IF THE OWNER FAILS TO NOTIFY THE CONTRACTOR AND GIVE A. INSTALLATION STANDARD: ASTM C 754 EXCEPT COMPLY WITH FRAMING SIZES AND 5.DELIVER MATERIALS TO THE JOB SITE IN THE MANUFACTURER'S ORIGINAL,UNOPENED A MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE OR FALL DUE TO AGE,CORROSION,OR _ ARCHITECTS CONSULTANTS,AND UNLESS OTHERWISE INDICATED THE ARCHITECT AND THE THE CONTRACTOR AN OPPORTUNITY TO MAKE THE CORRECTION THE OWNER WAIVES THE SPACING INDICATED. PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. ELEVATED TEMPERATURES. i I I . 0 I j8 ARCHITECT'S CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN GYPSUM DRYWALL; RIGHTS TO REQUIRE CORRECTION BY THE CONTRACTOR AND TO MAKE A CLAIM FOR I. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 6.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL-VENTILATED 17.SECURE FLAT,AND ROD HANGERS TO STRUCTURE,INCLUDING INTERMEDIATE FRAMING ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE BREACH OF WARRANTY.IF THE CONTRACTOR FAILS TO CORRECT NONCONFORMING WORK THAT APPLY TO FRAMING INSTALLATION. 1.WHERE INDICATED,PROVIDE MATERIALS AND CONSTRUCTION,WHICH ARE ID�CAL TO AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 DEG.F(7 DEG.C).MAINTAIN CONTAINERS MEMBERS,BY ATTACHING TO INSERTS,EYE-SCREWS,OR OTHER DEVICES THAT ARE SECURE AND COPYRIGHTS.ALL COPIES OF INSTRUMENTS OF SERVICE,EXCEPT THE CONTRACTOR'S WITHIN A REASONABLE TIME DURING THAT PERIOD AFTER RECEIPT OF NOTICE FROM THE B. INSTALL SUPPLEMENTARY FRAMING,AND BLOCKING TO SUPPORT FIXTURES,EQUIPMENT THOSE OF ASSEMBLIES WHOSE FIRE RESISTANCE RATING HAS BEEN DETERMINED PER ASTM E 119 USED IN STORAGE IN A CLEAN CONDITION,FREE OF FOREIGN MATERIALS AND RESIDUE. APPROPRIATE FOR STRUCTURE TO WHICH HANGERS ARE ATTACHED AS WELL AS FOR TYPE OF RECORD SET,SHALL BE RETURNED OR SUITABLY ACCOUNTED FOR TO THE ARCHITECT,ON OWNER OR ARCHITECT,THE OWNER MAY CORRECT IT.IN SUCH CASE AN APPROPRIATE SERVICES,HEAVY TRIM,GRAB BARS,TOILET ACCESSORIES,FURNISHINGS,OR SIMILAR BY A TESTING AND INSPECTING ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING 7.ON WALL SURFACES AND OTHER EXTERIOR AND INTERIOR COMPONENTS,DUPLICATE FINISHES HANGER INVOLVED,AND IN A�R THAT WILL NOT CAUSE THEM TO DETERIORATE OR FALL o REQUEST,UPON COMPLETION OF THE WORK THE DRAWINGS,SPECIFICATIONS AND OTHER CHANGE ORDER SHALL BE ISSUED DEDUCTING FROM PAYMENTS THEN OR THEREAFTER DUE CONSTRUCTION. JURISDICTION. OF PREPARED SAMPLES.PROVIDE FULL-COAT FINISH SAMPLES ON AT LEAST 100 SQ.FT.OF DUE TO AGE,CORROSION,OR ELEVATED TEMPERATURES. DOCUMENTS PREPARED BY THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS,AND THE CONTRACTOR THE REASONABLE COST OF CORRECTING SUCH DEFICIENCIES,INCLUDING C. INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES. 2.DELIVER PACKAGES IN ORIGINAL PACKAGES,CONTAINERS,OR BUNDLES BEARING BRAND SURFACE UNTI REQUIRED SHEEN,COLOR AND TEXTURE ARE OBTAINED;SIMULATE FINISHED 18.DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METALFORMS;FURNISH CAST-IN COPIES THEREOF FURNISHED TO THE CONTRACTOR,ARE FOR USE SOLELY WITH RESPECT TO OWNER'S EXPENSES AND COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICES NAME AND IDENTIFICATION OF MANUFACTURER OR SUPPLIER LIGHTING CONDITIONS FOR REVIEW OF IN PLACE WORK PLACE HANGER INSERTS THAT EXTEND THROUGH FORMS. _ THIS PROJECT.THEY ARE NOT TO BE USED BY THE CONTRACTOR OR ANY SUBCONTRACTOR, MADE NECESSARY BY SUCH DEFAULT,NEGLECT OR FAILURE.SUCH ACTION BY THE OWNER FRAMES: 3.STORE MATERIALS INSIDE UNDER COVER AND KEEP THEM DRY AND PROTECTED AGAINST 8.EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH PAINTING WILL BE PERFORMED FOR 19.DO NOT ATTACH HANGERS TO STEEL DECK TABS. o SUB-SUBCONTRACTOR OR MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR FOR AND AMOUNTS CHARGED TO THE CONTRACTOR ARE BOTH SUBJECT TO PRIOR APPROVAL OF 1.PROVIDE EXTRUDED ALUMINUM COMPONENTS bF NOT LESS THAN.062 INCH THICK MATERIAL. DAMAGE FROM WEATHER,DIRECT SUNLIGHT,SURFACE CONTAMINATION,CORROSION, >, .s% ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK WITHOUT THE SPECIFIC THE ARCHITECT.IF PAYMENTS THEN OR THEREAFTER DUE THE CONTRACTOR ARE NOT COMPLY WITH NFPA 80 FOR FIRE RATED ASSEMBLIES. CONSTRUCTION TRAFFIC AND OTHER CAUSES.NEATLY STACK GYPSUM BOARDS FLAT TO COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF PAINT.DO NOT BEGIN PAINT 20.DO NOT ATTACH HANGERS TO STEEL ROOF DECK.ATTACH HANGERS TO STRUCTURAL o APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. MEMBERS. WRITTEN CONSENT OF THE OWNER,ARCHITECT AND THE ARCHITECTS CONSULTANTS.THE SUFFICIENT TO COVER SUCH AMOUNTS THE CONTRACTOR SHALL PAY THE DIFFERENCE TO 2.FABRICATE FRAMES FOR DRYWALL SLIP-0N TYPE THROAT SIZE AS REQUIRED FOR SCHEDULED PREVENT SAGGING. CONTRACTOR,SUBCONTRACTORS,SUB SUBCONTRACTORS AND MATERIAL OR EQUIPMENT THE OWNER i PARTITION TYPE THICKNESS. 4.HANDLE GYPSUM BOARD TO PREVENT DAMAGE TO EDGES,ENDS,AND SURFACES.DO NOT 9.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES,LIGHTING 2I.SPACE HANGERS NOT MORE THAN 4'0"O.C.ALONG EACH MEMBER SUPPORTED DIRECTLY - SUPPLIERS ARE AUTHORIZED TO USE AND REPRODUCE APPLICABLE PORTIONS OF THE 3.INSTALL CEILING TRACK AND TRIM IN THE LONGEST POSSIBLE LENGTHS WITH NO SECTION BEND OR OTHERWISE DAMAGE METAL CORNER BEAD AND TRIM. FIXTURES,AND SIMILAR ITEMS IN PLACE THAT ARE NOT TO BE PAINTED,OR PROVIDE SURFACE- FROM HANGERS,EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS,UNLESS OTHERWISE /' DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT AND LESS THAN 48 INCHES LONG.USE CONCEALED INSTALLATION CLIPS TO ENSURE THAT SPLICES 5.ESTABLISH AND MAINTAIN ENVIRONMENTAL CONDITIONS FOR APPLICATION AND FINISHING APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING.REMOVE THESE ITEMS IF SHOWN, I. THE ARCHITECTS CONSULTANTS APPROPRIATE TO AND FOR USE IN THE EXECUTION OF GENERAL REQUIREMENTS. AND CONNIECTIONS ARE TIGHTLY BUTTED AND PROPERLY ALIGNED. GYPSUM BOARD TO COMPLY WITH ASTM C 840 AND WITH GYPSUM BOARD�ACTURER'S NECESSARY FOR COMPLETE PAINTING OF THE ITEMS AND ADJACENT SURFACES.FOLLOWING 22,INSTALL EDGE MOLDINGS OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA 8 THEIR WORK UNDER THE CONTRACT DOCUMENTS.ALL COPIES MADE UNDER THIS 4.ALL COMPONENTS SHALL BE FACTORY FINISHED AND ANY PART EXPOSED TO VIEW UPON RECOMMENDATIONS. COMPLETION OF PAINTING OPERATIONS IN EACH SPACE OR AREA,HAVE ITEMS REINSTALLED BY AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL CEILING UNITS.SEALANT BED: 0 R D E R ..•w AUTHORIZATION SHALL BEAR THE STATUTORY COPYRIGHT NOTICE,IF ANY,SHOWN ON THE OWNER PROVIDED EQUIPMENT: 6.VENTILATE BUILDING SPACES TO REMOVE WATER NOT REQUIRED FOR DRYING JOINT WORKERS SKILLED IN THE TRADES INVOLVED. APPLY CONTINUOUS RIBBON OF ACOUSTICAL SEALANT,CONCEALED ON BACK OF VERTICAL LEG COMPLETION OF INSTALLATION SHALL BE UNIFORM IN FINISH AND COLOR 1 DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT AND A. OWNER WILL FISH PRODUCTS INDICATED. THE WORK INCLUDES PROVIDING SUPPORT TREATMENT MATERIALS.AVOID DRAFTS DURING DRY,HOT WEATHER TO PREVENT MATERIALS 10.CLEAN AND PREPARE SURFACES Tfl BE PAINTED IN ACCORDANCE WITH THE BEFORE INSTALLING MOLDINGS.SCREW-ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT ARCHITECT THE ARCHITECTS CONSULTANTS.SUBMITTAL OR DISTRIBUTION TO MEET OFFICIAL SYSTEMS TO RECEIVE OWNER'S EQUIPMENT AND MAKING PLUMBING,MECHANICAL,AND FROM DRYING TOO RAPIDLY. MANUFACT URER'S INSTRUCTIONS ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS OVER 16 INCHES O.C.AND NOT MORE THAN 3 INCHES FROM ENDS,LEVELING WITH CEILING REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THIS ELECTRICAL CONNECTIONS. ��I' 7.PROVIDE STEEL FRAMING COMPONENTS THAT COMPLY WITH ASTM C 754 FOR MATERIALS AND FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED.PROVIDE BARRIER COATS SUSPENSION SYSTEM TO TOLERANCE OF 1/8 INCH IN 12 FEET.MITER CORNERS ACCURATELY AND et g PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS 1. OWNER WILL ARRANGE FOR AND DELIVER SHOP DRAWINGS,PRODUCT DATA,AND 1.SEE HARDWARE SCHEDULE FOR HARDWARE TYPES,ALL HARDWARE SHALL MATCH BUILDING SIZES,UNLESS OTHERWISE INDICATED. OVER INCOMPATIBLE PRIMERS OR REMOVE AND RE-PRIME.NOTIFY ARCHITECT IN WRITING OF CONNECT SECURELY. T 801.547.7641 I•R OR ARCHITECTS CONSULTANTS'COPYRIGHTS OR OTHER RESERVED RIGHTS. SAMPLES TO CONTRACTOR STANDARD UNO. 8.PROVIDE FLAT SHEET METAL BRACING IN SIZES CONFIGURATIONS AND THICKNESS INDICATED PROBLEMS ANTICIPATED WITH USING THE SPECIFIED FINISH COAT MATERIAL WITH SUBSTRATES 23.INSTALL ACOUSTICAL PANELS IN ACCORDANCE WITH SUSPENSION SYSTEM WITH EDGES 8! 2.SUPPLY HARDWARE IN ACCORDANCE WITH BHMA GRADE 1 QUALITY STANDARDS. 541 WEST 6570 SOUTH 2. OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER-FURNISHED ITEMS TO ACT AS REINFORCING AND/OR MOUNTING PLATES/RECEPTORS WITHIN DRYWALL PRIMED BY OTHERS. CONCEALED BY SUPPORT OF SUSPENSION MEMBERS.SCRIBE AND CUT PANELS TO FIT 4 i 3.GENERAL CONTRACTOR SHALL PROVIDE CONSTRUCTION CORES DURING CONSTRUCTION r MURRAY,UT 841 3 .CONTRACTOR: ACCORDING TO CONTRACTORS CONSTRUCTION SCHEDULE. CONSTRUCTION WHERE WALL HUNG FIXTURES,RAILINGS AND WALL MOUNTED ITEMS ARE 11.TINT UNDERCOATS TO MATCH THE COLOR OF THE FINISH COAT,BUT PROVIDE SUFFICIENT ACCURATELY AT BORDERS AND AT END PENETRATIONS.INSTALL HOLD-DOWN CLIPS IN AREAS PHASE.AT COMPLETION OF CONSTRUCTION,GENERAL CONTRACTOR SHALL REPLACE CORES A. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT 3. AFTER DELIVERY,OWNER WILL INSPECT DELIVERED ITEMS FOR DAMAGE. SHOWN TO BE SECURED TO DRYWALL SURFACES. DIFFERENCES IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT. INDICATED AND IN AREAS WHERE REQUIRED BY GOVERNING REGULATIONS OR FOR FIRE aul order-aroh.com WITH LOCKS KEYED TO BUILDING MASTER SYSTEM.CLOSERS SHALL BE ADJUSTED TO COMPLX F @ DOCUMENTS. CONTRACTOR SHALL BE PRESENT FOR AND ASSIST IN OWNER'S INSPECTION. 9.PROVIDE FASTENERS OF TYPE,MATERIAL,SIZE,CORROSION RESISTANCE,HOLDING POWER 12.APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS,USE APPLICATORS AND RESISTANT RATINGS;SPACE AS RECOMMENDED BY PANEL MANUFACTURER,UNLESS OTHERWISE � wurw.order-arch.com - - B. THE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN 4. IF OWNER-FURNISHED ITEMS ARE DAMAGED,DEFECTIVE,OR MISSING,OWNER WILL WITH TEXAS ACCESSIBILITY STANDARDS AND AMERICANS WITH DISABILITIES ACT FOR A AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL FRAMING AND FURRING MEMBERS TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED.DO NOT INDICATED OR REQUIRED. OPENING FORCE NOT TO EXCEED 5 LB.FORCE. ACCORDANCE WITH THE CONTRACT DOCUMENTS ETI HER BY ACTMTIES OR DUTIES OF THE ARRANGE FOR REPLACEMENT. SECURELY TO SUBSTRATES INVOLVED;COMPLYING WITH THE RECOMMENDATIONS OF GYPSUM PAINT OVER DIRT,RUST,SCALE,GREASE,MOISTURE,SCUFFED SURFACES,OR CONDITIONS 24.CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS,INCLUDING TRIM,EDGE MOLDINGS, ARCHITECT IN THE ARCHITECTS ADMINISTRATION OF THE CONTRACT,OR BY TESTS, 5. OWNER WILL ARRANGE FOR MANUFACTURER'S FIELD SERVICES AND FOR DELIVERY DRYWALL MANUFACTURERS FOR APPLICATIONS INDICATED. DETRIMENTAL TO FORMATION OF DURABLE PAINT FILM• AND SUSPENSION MEMBERS.COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE OF MANUFACTURER'S WARRANTIES TO CONTRACTOR DOORS: I0.PROVIDE GYPSUM WALLBOARD OF TYPES INDICATED IN MAXIMUM LENGTHS AVAILABLE TO 13.THE NUMBER OF COATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE AND TOUCH-UP OF MINOR FINISH DAMAGE.REMOVE AND REPLACE WORK THAT CANNOT BE CONTRACTOR. 6. OWNER WILL FURNISH CONTRACTOR THE EARLIEST POSSIBLE DELIVERY DATE FOR I.FIRE DOORS SHALL BE MACHINED IN STRICT COMPLIANCE WITH UNDERWRITERS MINIMIZE END-TO-END JOINTS.PROVIDE GYPSUM BOARD IN 5/8-INCH THICKNESS TO COMPLY APPLICATION METHOD.DO NOT APPLY SUCCEEDING COATS UNTIL THE PREVIOUS COAT HAS SUCCESSFULLY CLEANED AND REPAINTED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. C. SINCE THE CONTRACT DOCUMENTS ARE COMPLEMENTARY,BEFORE STARTING EACH OWNER-FURNISHED PRODUCTS. USING OWNER-FURNISHED EARLIEST POSSIBLE LABORATORIES AND PROVISIONS SET FORTH IN NEPA-80 WITH ASTM C 840 FOR APPLICATION SYSTEM AND SUPPORT SPACING INDICATED. CURED AS RECOMMENDED BY THE MANUFACTURER SAND BETWEEN APPLICATIONS WHERE PORTION OF THE WORK,THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE DELIVERY DATES,CONTRACTOR SHALL DESIGNATE DELIVERY DATES OF 2.PROVIDE A WARRANTY FOR FLUSH WOOD DOORS ON MANUFACTURER'S STANDARD FORM, 11.PROVIDE GYPSUM BOARD JOINT MATERIALS COMPLYING WITH ASTM C 475.ASTM C 840 AND SANDING IS REQUIRED TO PRODUCE AN EVEN SMOOTH SURFACE IN ACCORDANCE WITH THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATIVE TO THAT PORTION OF OWNER-FURNISHED ITEMS IN CONTRACTOR'S CONSTRUCTION SCHEDULE. SIGNED BY MANUFACTURER'S INSTALLER AND CONTRACTOR SOLID CORE INTERIOR DOORS RECOMMENDATIONS OF MANUFACTURER OF BOTH GYPSUM BOARD AND JOINT TREATMENT MANUFACTURER'S DIRECTIONS. CERAMIC TILE: THE WORK,AS WELL AS THE INFORMATION FURNISHED BY THE OWNER,SHALL TAKE FIELD 7. CONTRACTOR SHALL REVIEW SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES AND SHALL BE WARRANTED FOR THE LIFE OF INSTALLATION AGAINST WARPING,TWISTING AND MATERIALS FOR THE APPLICATION INDICATED. 1.OBTAIN EACH COLOR,GRADE,FINISH,TYPE,COMPOSITION AND VARIETY OF TILE FROM A MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK RETURN THEM TO ARCHITECT NOTING DISCREPANCIES OR ANTICIPATED PROBLEMS OTHER M ANUFACTURERS DEFECTS. 12.PROVIDE CORNER BEADS,EDGE TRIM AND CONTROL JOINTS THAT COMPLY WITH ASTM C 1047 14.APPLY ADDITIONAL COATS WHEN UNDERCOATS,STAINS,OR OTHER CONDITIONS SHOW SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM FINISH COLOR,AND AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT.THESE OBLIGATIONS ARE IN USE OF PRODUCT. 3.FLUSH WOOD DOORS SHALL BE CONSTRUC1'mD OF TO MEET OR EXCEED AWI SECTION 1300 AND REQUIREMENTS INDICATED BELOW. APPEARANCE.GIVE SPECIAL ATTENTION TO ENSURE THAT SURFACES,INCLUDING EDGES, APPEARANCE AND PHYSICAL PROPERTIES WITHOUT DELAYING PROGRESS OF THE WORK. FOR TIIE PURPOSE OF FACILITATING CONSTRUCTION BY THE CONTRACTOR AND ARE NOT 8. CONTRACTOR IS RESPONSIBLE FOR RECEIVING,UNLOADING,AND HANDLING QUALITY STANDARDS. 13.EXAMINE SUBSTRATES TO WHICH DRYWALL CONSTRUCTION ATTACHES OR ABUTS,PRESET CORNERS,CREVICES,WELDS,AND EXPOSED FASTENERS,RECEIVE A DRY FILM THICKNESS 2.OBTAIN INGREDIENTS OF A UNIFORM QUALITY FROM ONE MANUFACTURER FOR EACH FOR THE PURPOSE OF DISCOVERING ERRORS,OMISSIONS,OR INCONSISTENCIES IN THE OWNER-FURNISHED ITEMS AT PROJECT SITE. 4.ALL DOORS,BEFORE LEAVING FACTORY SHALL HAVE TOP AND BOTTOM RAILS SEALED HOLLOW METAL FRAMES,CAST-IN-ANCHORS,AND STRUCTURAL FRAMING,WITH INSTALLER EQUIVALENT TO THAT OF FLAT SURFACES. CEMENTITIOUS AND ADMIXTURE COMPONENT AND FROM ONE SOURCE OR PRODUCER FOR EACH CONTRACT DOCUMENTS;HOWEVER,ANY ERRORS,INCONSISTENCIES OR OMISSIONS 9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING OWNER-FURNISHED ITEMS FROM AGAINST MOISTURE PENETRATION. PRESENT,FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER " AGGREGATE. DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT AS DAMAGE DURING STORAGE AND HANDLING,INCLUDING DAMAGE FROM EXPOSURE 5.DOORS SHALL BE PREFIT AND BEVELED AT FACTORY FOR ALL APPLICABLE MORTISED CONDITIONS AFFECTING PERFORMANCE OF DRYWALL CONSTRUCTION.DO NOT PROCEED WITH 15.THE TERM EXPOSED SURFACES INCLUDES AREAS VISIBLE WHEN PERMANENT OR BUILT-IN A REQUEST FOR INFORMATION IN SUCH FORM AS THE ARCHITECT MAY REQUIRE. TO THE ELEMENTS. HARDWARE ITEMS. INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FIXTURES,CONVECTOR COVERS,COVERS FOR FINNED TUBE RADIATION,GRILLES,AND SIMILAR 3.DELIVER AND STORE PACKAGED MATERIALS IN ORIGINAL CONTAINERS WITH SEALS - D. ANY DESIGN ERRORS OR OMISSIONS NOTED BY THE CONTRACTOR DURING THIS REVIEW 10. IF OWNER-FURNISHED ITEMS ARE DAMAGED AS A RESULT OF CONTRACTOR'S 6.ALL DOORS SHALL BE PREMACHINED AT FACTORY FOR APPLICABLE MORTISED HARDWARE 14.INSTALL SUPPLEMENTARY FRAMING,BLOCKING AND BRACING AT TERMINATIONS IN THE COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS AS REQUIRED TO MAINTAIN UNBROKEN AND LABELS INTACT UNTIL TIME OF USE.COMPLY WITH REQUIREMENT OF ANSA SHALL BE REPORTED PROMPTLY TO THE ARCHITECT,BUT IT IS RECOGNIZED THAT THE OPERATIONS,CONTRACTOR SHALL REPAIR OR REPLACE THEM. ITEMS. WORK AND FOR SUPPORT OF FIXTURES,EQUIPMENT SERVICES,HEAVY TRIM,GRAB BARS,TOILET THE SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. A137.1 FOR LABELING SEALED TILE PACKAGES. -- F--rl CONTRACTOR'S REVIEW IS MADE IN THE CONTRACTOR'S CAPACITY AS A CONTRACTOR AND 11. CONTRACTOR SHALL INSTALL AND OTHERWISE INCORPORATE OWNER-FURNISHED 7,STILES ARE TO BE A MINIMUM 13/8"WIDE MADE OF HARDWOOD SPECIES GLUE BONDED TO ACCESSORIES,FURNISHINGS,AND SIMILAR CONSTRUCTION TO COMPLY WITH DETAILS 16.PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED 4.PREVENT DAMAGE OR CONTAMINATION TO MATERIALS BY WATER,FREEZING,FOREIGN NOT AS A LICENSED DESIGN PROFESSIONAL UNLESS OTHERWISE SPECIFICALLY PROVIDED IN ITEMS INTO THE WORK. CORE.RAILS ARE TO BE A MINIMUM 11/8"WIDE,MADE OF HARDWOOD SPECIES,GLUE BONDED TO INDICATED AND WITH RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER,ORIF NONE SURFACES.PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURZE WITH MATTER AND OTHER CAUSES.MAINTAIN ENVIRONMENTAL CONDITIONS AND PROTECT WORK THE CONTRACT DOCUMENTS.THE CONTRACTOR IS NOT REQUIRED TO ASCERTAIN THAT THE B. OWNER-FURNISHED PRODUCTS: CORE.THE DOOR CORE SHALL BE PARTICLE BOARD OF 32 LB.DENSITY,COMPLYING WITH AVAILABLE,WITH"GYPSUM CONSTRUCTION HANDBOOK"PUBLISHED BY UNITED STATES PRIME COAT ONLY BEFORE FINAL INSTALLATION OF EQUIPMENT. DURING AND AFTER INSTALLATION TO COMPLY WITH REFERENCED STANDARDS AND Imo_, O CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS,STATUTES, MANUFACTURER'S PRINTED RECOMMENDATIONS. �"� 1. AS DICTATED BY ARCHITECTURAL DRAWINGS. ANSI-A208.1 PARTICLE BOARD STANDARD.STILES AND RAILS SHALL BE SECURELY BONDED TO GYPSUM Cb. 17.PAINT INTERIOR SURFACES OF DUCTS,WHERE VISIBLE THROUGH REGISTERS dR GRILLES, �y ORDINANCES,BUILDING CODES,AND RULES AND REGULATIONS,BUT ANY NONCONFORMITY THE CORE THEN ABRASIVELY PLANED AS AN ASSEMBLY BEFORE VENEERING. 15.ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING WITH A FLAT,NON-SPECULAR BLACK PAINT. 5.VENT TEMPORARY HEATERS TO EXTERIOR TO PREVENT DAMAGE TO TILE WORK FROM CARBON 4 �-+ �y DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY EXI STING CONDITIONS. 8.WHEN VENEER FOR TRANSPARENT OR OPAQUE FINISH IS SPECIFIED,DOORS SHALL BE 5 PLY, IMPOSED BY STRUCTURAL MOVEMENT. 18.PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH D IOO IDE DI�;✓RATURES AT 65 DEG.10DEG.C,.OR MORE IN TILED AREAS DURING TO THE ARCHITECT. MADE UP OF 2 FACE VENEERS AND CROSSBANDS,ALL SECURELY BONDED TO THE CORE BY THE 16.SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE EXPOSED SURFACES. E. W THE CONTRACTOR BELIEVES THAT ADDITIONAL COST OR TIME IS INVOLVED BECAUSE OF SELECTIVE STRUCTURE DEMOLITION: HOT-PRESS METHOD IN ONE OPERATION,UTILIZING TYPE I WATER PROOF ADHESIVE. WHERE POSSIBLE;OTHERWISE CONNECT TO CAST-IN CONCRETE INSERTS OR OTHER ANCHORAGE INSTALLATION AND FOR SEVEN DAYS AFTER COMPLETION,UNLESS HIGHER TEMPERATURES ARE A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT 19.OMIT PRIMER AT METAL SURFACES THAT HAVE BEEN SHOP PRIMED. CLARIFICATIONS OR INSTRUCTIONS ISSUED BY THE ARCHITECT IN RESPONSE TO THE 9.WHEN PAIRS OF DOORS ARE SCHEDULED FOR TRANSPARENT FINISH DOORS SHALL BE PAIR DEVICES OR FASTENERS AS INDICATED. REQUIRED BY REFERENCED INSTALLATION STANDARD OR MANUFACTURER'S INSTRUCTIONS, 4 T 4 �W CONTRACTOR'S NOTICES OR REQUESTS FOR INFORMATION,THE CONTRACTOR SHALL MAKE REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS RE UIRED TO 20.SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, F�1 Q MATCHED WITH A CONTINUOUS GRAIN PA Ti'hRN. 17.DO NOT ATTACH HANGERS TO METAL DECK TABS. PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 7.DELIVER EXTRA MATERIALS TO OWNER FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS �r A CLAIM,IF THE CONTRACTOR FAILS TO PERFORM THIS OBLIGATION,THE CONTRACTOR COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS 10.WHEN PLASTIC LAMINATE IS USED AS A FACE LAMINATE SHALL BE.050 STANDARD GRADE TO 18.DO NOT CONNECTOR SUSPEND STEEL FRAMING FROM DUCTS,PIPES OR CONDUIT. INSTALLED AS DESCRIBED BELOW,PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND FOLLOWS: PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION.ALLOW SUFFICIENT TIME SHALL PAY SUCH COSTS AND DAMAGES TO THE OWNER AS WOULD HAVE BEEN AVOIDED IF BE SELECTED FROM MANUFACTURERS AVAILABLE SOURCES.LAMINATE SHALL BE BONDED TO 19.KEEP HANGERS AND BRACES 2 INCHES CLEAR OF DUCTS,PIPES AND CONDUITS. BETWEEN SUCCESSIVE COATS TO PERMIT PROPER DRYING.DO NOT RE-COAT UNTIL PAINT HAS IDENTIFIED WITH LABELS CLEARLY DESCRIBING CONTENTS. ►aa THE CONTRACTOR HAD PERFORMED SUCH OBLIGATIONS.THE CONTRACTOR SHALL NOT BE B. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY,FROM HIGHER TO LOWER LEVEL. THE CORE WITH TYPE I WATER-PROOF GLUE. 20.SWAY-BRACE SUSPENDED STEEL FRAMING WITH HANGERS USED FOR SUPPORT. DRIED TO WHERE IT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE 8.'TILE SPECIFIED IN THIS SECTION IS BASED UPON SPECIFIC PRODUCTS FOR THE AESTHETIC 0 - LIABLE TO THE OWNER OR ARCHITECT FOR DAMAGES RESULTING FROM ERRORS, COMPLETE SELECTIVE DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE 11.DOOR FACING AS SHALL BE AS FOLLOWS,REFER TO DOOR SCHEDULE FOR COLOR,VENEER 21.INSTALL SUSPENDED STEEL FRA MNG COMPONENTS IN SIZES AND SPACING INDICATED BUT THUMB PRESSURE AND WHERE APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE EFFECT PROVIDED BY EACH SELECTION.SPECIFIC PRODUCTS ARE IDENTIFIED IN THE SECTION BY O = ., INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS OR FOR DIFFERENCES DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL. SPECIES AND VENEER CUT: NOT LESS THAN THAT REQUIRED BY REFERENCED STEEL FRAMING INSTALLATION STANDARDS. LIFTING OR LESS OF ADHESION OF THE UNDERCOAT. MANUFACTURER'S PRODUCT NUMBER/NAME.IN ORDER TO BID ANOTHER PRODUCT,PRIOR �y 0 BETWEEN FIELD MEASUREMENTS OR CONDITIONS AND THE CONTRACT DOCUMENTS UNLESS C. NEATLY CUT OPENINGS AND HOLES PLUMB,SQUARE,AND TRUE TO DIMENSIONS REQUIRED. A.WOOD VENEER:AM PREMIUM GRADE WITH GRADE A FACES,FACTORY FINISHED 22.INSTALL STEEL FRAMING COMPONENTS FOR SUSPENDED CEILINGS SO THAT CROSS FURRING APPROVAL OF EACH PRODUCT IS REQUIRED DURING BIDDING. r THE CONTRACTOR RECOGNIZED SUCH ERROR,INCONSISTENCY,OMISSION OR DIFFERENCE USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR B.PT.ASTIC LAMINATE;AWI PREMIUM GRADE,HIGH PRESSURE DECORATIVE LAMINATE,GRADE MEMBERS OR GRID SUSPENSION MEMBERS ARE LEVEL TO WITHIN 1/8 INCH IN 12 FEET AS 21.ME'dIMUM COATING THICKNESS:APPLY MATERIALS AT NOT LESS THAN THE MANUFACTURER'S �/ B ADJOA'ING CONSTRUt T10N. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR RECOMMENDED SPREADING RATE.PROVIDE A TOTAL DRY FILM THICKNESS OF T'HE ENTIRE 9.COMPLY WITH ANSI A137.1 AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC B h-i� cC AND KNOWINGLY FAILED TO REPORT IT TO THE ARCHITECT. HGS MEASURED BOTH LENGTHWISE ON EACH MEMBER AND TRANSVERSELY BETWEEN PARALLEL SYSTEM AS RECOMMENDED BY THE MANUFACTURER TILE FOR TYPES COMPOSITIONS AND GRADES OF TILE INDICATED. C4 SAWING OR GRINDING,NOT HAMMERING AND CHOPPING,TO MINIMIZE DISTURBANCE OF C.PAINTED DOORS:MEDIUM DENSITY OVERLAY MEMBERS. H ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. 22.PRIME COATS:BEFORE APPLICATION OF FINISH COATS,APPLY A PRIME COAT OF MATERIAL AS 10.COMPLY WITH ANSI STANDARD REFERENCED WITH PRODUCTS AND MATERIALS INDICATED MINOR CHANGES IN THE WORK: 12.FURNISH MIANUFACTURER'S STANDARD FLUSH WOOD GLASS STOPS IN SAME SPECIES AS FACE 23.INSTALL STEEL FRAMING AND FURRING MEMBER SO THAT FASTENING SURFACE DO NOT 'd` A. THE ARCHITECT WILL HAVE AUTHORITY TO ORDER MINOR CHANGES IN THE WORK NOT D. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID VENEER FOR TRANSPARENT DOORS,WITH THE EXCEPTION OF BIRCH DOORS,WHICH WILL HAVE VARY MORE THAN 1/8 INCH FROM PLANE OF FACES OF ADJACENT FRAMING. RECOMMENDED BY THE MANUFACTURER TO MATERIAL THAT IS REQUIRED TO BE PAINTED OR FOR SETTING AND GROUTING. N - INVOLVING ADJUSTMENT IN THE CONTRACT SUM OR EXTENSION OF THE CONTRACT TIME MARRING EXISTING FINISHED SURFACES. HARD MAPLE OR BEECH.FOR GLAZING IN PLASTIC LAMINATE DOORS,STOPS WILL BE 24.INSTALL STEEL STUDS AND FURRING IN SIZES AND AT SPACING INDICATED BUT NOT LESS FINISHED AND HAS NOT BEEN PRIME COATED BY OTHERS.RE-COAT PRIMED AND SEALED 11.FOR TILE EXHIBITING COLOR VARIATIONS WITHIN THE RANGES SELECTED DURING SAMPLE AND NOT INCONSISTENT WITH THE INTENT OF THE CONTRACT DOCUMENTS.SUCH CHANGES E. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. HARDWOOD PAINTED TO CORRESPOND WITH STILE MATERIAL. THAN THAT REQUIRED BY REFERENCED STEEL FRAMING INSTALLATION STANDARD. SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT APPEARS, SUBMITTALS,BLEND TILE IN FACTORY AND PACKAGE ACCORDINGLY SO THAT TILE UNITS TAKEN SHALL BE EFFECTED BY WRITTEN ORDER AND SHALL BE BINDING ON THE OWNER AND AT CONCEALED SPACES,SUCH AS DUCT AND PIPE INTERIORS,VERIFY CONDITION AND 25.INSTALL STEEL FRAMING SO THAT FLANGES POINT IN THE SAME DIRECTION AND GYPSUM TO ASSURE A FINISH COAT WITH NO BURN THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT FROM ONE PACKAGE SHOW THE SAME RANGE IN COLORS AS THOSE TAKEN FROM OTHER O CONTRACTOR THE CONTRACTOR SHALL CARRY OUT SUCH WRITTEN ORDERS PROMPTLY. CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN[ BOARD CAN BE INSTALLED IN THE DIRECTION OPPOSITE TO THAT OF THE FLANGE. SEALING. PACKAGES AND MATCH APPROVED SAMPLES. FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING MILLWORK 23.PROVIDE PAINT SYSTEMS AS FOLLOWS: 12.MIX MORTARS AND GROUTS TO COMPLY WITH REQUIREMENTS OF REFERENCED STANDARDS 26.FRAME DOOR OPENINGS TO COMPLY WITH DETAILS INDICATED,WITH GA-219 AND WITH AND IvI��1�NUFACTURERS INCLUDING THOSE FOR ACCURATE PROPORTIONING OF MATERIALS, OPERA IONS 1.GENERAL CONTRACTOR TO SELECT A MILLWORK FIRM EXPERIENCED IN SUCCESSFULLY APPLICABLE PUBLISHED RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER.ATTACH A.INTERIOR LOW LUSTER{EGGSHELL ACRYLIC ENAMEL AT ALL GYPSUM BOARD WALLS, SUBSTANTIAL COMPLETION: PRODUCING ARCHITECTURAL WOODWORK SIMILAR TO THAT INDICATED FOR THIS PROJECT ) A. SUBSTANTIAL COMPLETION IS THE STAGE IN THE PROGRESS OF THE WORK WHEN THE WORK F. MAINTAIN ADEQUATE VENTILATION WHEN USING CUT'T'ING TORCHES. VERTICAL STUDS AT JAMBS WITH SCREWS EITHER DIRECTLY TO FRAMES OR TO JAMB ANCHOR PROVIDE FLAT AT GYPSUM BOARD CEILINGS WATER,OR ADDITIVE CONTENT;TYPE OF MIXINNG EQUIPMENT,SELECTION OF MIXER SPEEDS, V) OR DESIGNATED PORTION THEREOF IS SUFFICIENTLY COMPLETE IN ACCORDANCE WITH THE G. REMOVE DECAYED,VERMIN-INFESTED,OR OTHERWISE DANGEROUS OR UNSUITABLE WITH SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UMTS WITHOUT CAUSING CLIPS ON DOOR FRAMES;INSTALL RUNNER TRACK SECTION(FOR CRIPPLE STUDS)AT HEAD AND B.INTERIOR SEMI-GLOSS ACRYLIC ENAMEL AT FERROUS METAL THAT IS NOT FACTORY FINISHED MINING CONTAINERS,MIXING TIME AND OTHER PROCEDURES NEEDED TO PRODUCE MORTARS DELAY IN THE WORK. CONTRACT DOC�TS SO THAT THE OWNER CAN OCCUPY OR UTILIZE THE WORK FOR ITS MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. " SECURE TO JAMB STUDS. AND AT CONCRETE AND MASONRY AND GROUTS OF UNIFORM QUALITY bP Tl3vNM PERFORMANCE CHARACTERISTICS FOR 2.MILLWORK FABRICATION TO COMPLY WITH APPLICABLE REQUIREMENTS OF ARCHITECTURAL INTENDED USE. H. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUNND BY METHOD SUITABLE 27.FRAME OPENINGS OTHER THAN DOOR OPENINGS TO COMPLY WITH DETAILS INDICATED OR IF APPLICATION INDICATED. TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR DUST GENERATION. WOODWORK QUALITY STANDARDS",CUSTOM QUALITY PUBLISHED BY THE ARCHITECTURAL C.PAINT MANUFACTURER AND TYPE SHALL MATCH EXISTING SUITE WHERE PAINT IS GALLED B. WHEN THE CONTRACfbR CONSIDERS THAT THE WORK,OR A PORTION THEREOF WHICH THE WOODWORK INSTITUTE(AWT.)EXCEPT AS OTHERWISE INDICATED. NONE INDICATED,IN SAME MANNER AS REQUIRED FOR DOOR OPENINGS;AND INSTALL FRAIIING QU'I'TO MATCH EXISTING. 13.EXAMINE SUBSTRATES AND AREAS WHERE TILE WILL BE INSTALLED,WITH INSTALLER OWNER AGREES TO ACCEPT SEPARATELY,IS SUBSTANTIALLY COMPLETE,THE CONTRACTOR I. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE IXX}R HEADS. PRESENT,FOR COMPLIANCE WITH REQUIItEMENTS FOR INSTALLATION TOLERANCES AND OTHER SHALL PREPARE AND SUBMIT TO THE ARCHITECT A COMPREHENSIVE LIST OF ITEMS TO BE NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS,FLOORS,OR FRAMING. 3.MILLWORK FABRICATOR TO SUBMIT FOR APPROVAL BY ARCHITECT.SHOP DRAWINGS 24.PROTECT WORK OF OTHER TRADES,WHETI�R TO BE PAINTED OR NOT,AGAINST DAMAGE BY 28.LOCATE EXPOSED END-BUTT JOHNINS AS FAR FROM CENTER OF WALLS AS POSSIBLE AND CONDITIONS AFFECTING PERFORMANCE OF INSTALLED TILE. COMPLETED OR CORRECTED PRIOR TO FINAL PAYMENT.FAILURE TO INCLUDE AN ITEM ON J. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY UNLESS SPECIFIED FOR USE SHOWING LOCATION OF EACH ITEM,DIMENSIONED PLANS AND LOCATION OF EACH ITEM, STAGGER NOT LESS THAN 24 INCHES IN ALTERNATE COURSES OF BOARD. PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING,AND REPAINTING,AS 14.VERIFY TITAN SUBSTRATES FOR SETTING TILE ARE FIRM,DRY,CLEAN ANMD FREE OF ALL WAXY ___ SUCH LIST DOES NOT ALTER THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE ALL OTHERWISE• DIMENSIONED PLANS AND ELEVATIONS,LARGE-SCALE DETAILS,ATTACHMENT DEVICES,AND 29.INSTALL EXPOSED GYPSUM BOARD WITH FACE SIDE OUT.DO NOT INSTALL IMPERFECT, ACCEPTABLE TO ARCHITECT.PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY FAINTED FILMS AND CURING COMPOUNDS. OTHER COMPONENTS. FINISHES.REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, DAMAGED OR DAMP BOARDS.BUTT BOARDS TOGETHER FORA LIGHT CONTACT AT EDGES AND 15.DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORYCONDTTIONS HAVE BEEN WASTE/CLEAN UP NOTES: 4.COMPLETE FABRICATION,INCLUDING ASSEMBLY,FINISHING,AND HARDWARE APPLICATION, PROTECTION OF THEIR WORK AFTER COMPLETION OF PAINTING OPERATIONS. C. UPON RECEIPT OF T'HE CONTRACTORS LIST THE ARCHITECT WILL MAKE AN INSPECTION TO ENDS WITH NOT MORE THAN 1/16 INCH OPEN SPACE BETWEEN BOARDS,DO NOT FORCE INTO 25.AT OWNER S OPTION,PROVIDE REMAINING PAINT TO BUILDING DANCE STAFF OR TO CORRECTED. 1.COMPLY WITH SAFETY STANDARDS AND GOVERNING REGULATIONS FOR CLEANING BEFORE SHIPMENT TO PROJECT SITE TO MAXIMMUM EXTENT POSSIBLE.DISASSEMBLE DETERMINE WHETHER THE WORK OR DESIGNATED PORTION THEREOF IS SUBSTANTIALLY COMPONENTS ONLY AS NECESSARY FOR SHTPNCENT AND INSTALLATION.WHERE NECESSARY FOR PLACE. TENANT, 16.COMPLY WITH PARTS OF ANSI 108 SERIES OF TILE INSTALLATION STANDARDS INCLUDED COMPLETE.IF THE ARCHITECT°S INSPECTION DISCLOSES ANY ITEM,WHETHER OR NOT OPERATIONS.WHERE EXTRA MATERIALS OF VALUE REMAINING AFTER COMPLETION OF FITTING AT SITE,PROVIDE AMPLE ALLOWANCE FOR SCRUBBING,ATIO ZING,AND FITTING. 30.ATTACH GYPSUM BOARD TO STEEL STUDS SO THAT LEADING EDGE OR END OF EACH BOARD IS UNDER AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR TTHI INSTALLATION OF CERAMIC INCLUDED ON THE CONTRACTOR'S LIST,WHICH I5 NOT SUFFICIENTLY COMPLETE IN ASSOCIATED WORK HAVE BECOME OWNER'S PROPERTY,DISPOSE OF THESE TO OWNER'S BEST 5.FACTORY CUT OPENINGS,TO MAXIMUM EXTENT POSSIBLE,TO RECEIVE HARDWARE, ATTACHED TO OPEN(UNSUPPORTED)EDGE OF STUD FLANGE FIRST. TILE THAT APPLY TO TYPE OF SETTING AND GROUTING MATERIALS AND METHODS INDICATED. p ACCORDANCE WITH TTTE CONTRACT DOCUMENTS SO THAT THE OWNER CAN OCCUPY OR ADVANTAGE. APPLIANCES,PLUMBING FIXTURES,ELECTRICAL WORK,AND SIMILAR ITEMS.Lt}CATE OPENINGS 31.ATTACH GYPSUM BOARD TO SUPPLEMENTARY FRAMING AND BLOCKING PROVIDED FOR ACOUSTIC TILE CEILINGS: P.1) A 2.CONTRACTOR TO PROVIDE FINAL CLEANING OF THE WORK,AT TIME INDICATED CONSISTING 17.TERMINATE WORK NEATLY AT OBSTRUCTIONS EDGES AND CORNERS WITHOUT DISRUPTING �� I�� CONT F,THE WORK L, DESIGNATED PORTION THEREOF FOR TTS INTENDED USE,THE OF CLEANING EACH SURFACE OR UNIT OR WORK TO NORMAL"CLEAN"CONDITIONS.CLEANING ACCURATELY SIZED AND USE TEMPLATES OR ROUGHING-IN DIAGRAMS PRODUCE ACCURATELY ADDITIONAL SUPPORT AT OPENINGS ANMD CL1T-OUTS. 1.OBTAIN EACH TYPE OF ACOUSTICAL CEILING UNIT FROM A SINGLE SOURCE WITH RESOURCES PATTERN OR JOINT ALIGNMENTS. Ca�� /�/' CONTRACTOR SHALL,BEFORE ISSUANCE OF THE CERi'1N'ICATE OF SUBSTANTIAL SIZED AND SHAPED OPENINGS.SMOOTH EDGES OF CUT-0UTS AND,WHERE LOCATED IN 32.SPOT GROUT HOLLOW METAL DOOR FRAMES FOR SOLID WOOD CORE DOORS,HOLLOW METAL TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES �., COMPLETION,COMPLETE OR CORRECT SUCH ITEM UPON NOTIFICATION BY TIE ARCHITECT. SHALL INCLUDE BUT IS NOT LIMITED TO: DOORS OVER 32 INCHES WIDE.APPLY SPOT GROUT AT EACH JAMB ANCHOR CLIP JUST BEFORE I8.ACCURATELY FORM INTERSECTIONS AND RETURNS.PERFORM CUTTING AND DRILLING OF `� ULC.NIE SEN COUNTERTOPS AND SIMILAR EXPOSURES SEAL EDGES OF CUT-OUTS WITH A WATER RESISTANT WITHOUT DELAYING PROGRESS OF THE WORK. REMOVE LABELS WHICH ARE NOT REQUIRED AS PERMANENT LABELS. TILE WITHOUT MARRING VISIBLE SURFACES.CAREI t3LLY GRIND CUT EDGES OF TILE ABUTTING IN SUCH CASB,THE ARCHITECT O DET RM N SUBMIT A TIAL COT FOR IONTHER COATING INSERTING BOARD INTO FRAME. 2.OBTAIN EACH TYPE OF SUSPENSION SYSTEM FROM A SINGLE SOURCE WITH RESOURCES TO TRIM,FINISH OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. r,� � INSPECTION BY THE ARCHITECT TO DETERMINE SUBSTANTIAL COMPLETION. WIPE SURFACES OF MECIIAMCAL AND ELECTRICAL EQUIPMENT CLEAN;REMOVE EXCESS 33.COVER BOTH FACES OF STEEL STUD PARTITION FRAMING WITH GYPSUM BOARD IN ""C.�i- LUBRICATION AND OTHER SUBSTANCES. 6.PROTECT WOODWORK DURING TRANSIT,DELIVERY,STORAGE,AND HANDLING TO PREVENT PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES 19.UNLESS OTHERWISE SHOWN,LAY TILE IN GRID FA 1'1'hRN.ALIGN JOINTS WHEN ADJOINING D. WHEN THE WORK OR DESIGNATED PORTION THEREOF IS SUBSTANTIALLY COMPLETE,TME CONCEALED SPACES(ABOVE CEILINGS ETC.)EXCEPT IN CHASE WALLS WHICH ARE BRACED SLC ARCHITECT WILL PREPARE A CERTIFICATE OF SUBSTANTIAL COMPLETION WHICH SHALL WHERE PROJECTS HAVE INCLUDED EXTERIOR WORK OR STAGING: DAMAGE,SOILING AND DETERIORATION. INTERNALLY ' WITHOUT DELAYING PROGRESS OF THE WORK TILES ON FLOOR,BASE,WALLS AND TRIM ARE THE SAME SIZE.LAY OUT TILE WORK AND CENTER ARI-12292 7.DO NOT DELIVER WOODWORK UNTIL PAINTING,WET WORK,GRINDING,AND SIMM AR 34,ON PARTMONS/WALLS APPLY GYPSUM BOARD VERTICALLY(PARALLEL TO FRAMING), '\, ESTABLISH THE DATE OF SUBSTANTIAL COMPLETION,SHALL ESTABLISH RESPONSIBILITIES CLEAN PROJECT SITE(YARD AND GROUNDS)OF LTl'1'I;R AND FOREIGN SUBSTANCES.SWEEP 3.COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UMTS AND SUSPENSION TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA.ADJUST TO MINIMIZE OF THE OWNER AND CONTRACTOR FOR SECURITY,MAINTENANCE,HEAT,UTILITIES, OPERATIONS THAT COULD DAMAGE,SOIL,OR DETERIORATE WOODWORK HAVE BEEN ( PAVED AREAS TO ABROOM-CLEAN CONDITION:REMOVE STAINS,PETRO CHEMICAL SPILLS AND UNLESS NOTED OTHERWISE,AND PROVIDE SHEET LENGTHS WHICH WILL MINIMIZE END JOINTS. SYSTEM COMPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS TILE CUTTING.PROVIDE UNIFORM JOINT WIDTHS UNLESS OTHERWISE SHOWN. nn r COMPLETED IN INSTALLATION AREAS.IF WOODWORK MUST BE STORED IN OTHER THAN U I DAMAGE TO THE WORK AND INSURANCE,AND SHALL FIX THE TIME WITHIN WHICH THE OTHER FOREIGN DEPOSITS. INSTALLATION AREAS,STORE ONLY IN AREAS WHOSE ENVIRONMENTAL CONDITIONS MEET 35.AT"WET AREAS"INSTALL CEMENTTTIOUS BACKER UMTS AND TREAT JOINTS TO COMPLY SUPPORTED BY THEM,INCLUDING LIGHT FI TURES,HVAC EQUIPMENT,FIRE-SUPPRESSION 20.UPON COMPLETION OF PLACEMENT AND GROUTING,CLEAN ALL CERMIC TILE SURFACES SO A CONTRACTOR SHALL FINISH ALL ITEMS ON THE LIST ACCOMPANYING THE CERTIFICATE. RAKE GROUNDS THAT ARE NEITHER PLANTED NOR PAVED TO A SMOOTH EVEN TEXTURED " WITH MANUFACT URER'S RECOMMENDATIONS FOR TYPE OF APPLICATION INDICATED. SYSTEM COMPONENTS(IF ANY),AND PARTIAL SYSTEM{IF ANY). THEY ARE FREE OF FOREIGN MATTER t� REQUIREMENTS SPECIFIED IN PROJECT CONDITIONS. , 36.INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE 4.DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL,UNOPENED PACKAGES WARRANTIES REQUIRED BY THE CONTRACT DOCUMENTS SHALL COMMENCE ON THE DATE SURFACE• 8.GENERAL CONT'RACT'OR TO OBTAIN AND COMPLY WITH WOODWORK MANUFACTURERS AND OF SUBSTANTIAL COMPLETION OF T'HE WORK OR DESIGNATED PORTION THEREOF UNLESS 3.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF LOCAL,STATE,AND EXPOSED OR SEMI-EXPOSED,AND EXCEPT WHERE PLASTIC TRIM IS INDICATED.PROVIDE TYPE AND STORE THEM IN A FULLY ENCLOSED SPACE WHERE THEY WILL BE PROTECTED AGAINST 21.REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE. PROJECT NUMBER FEDERAL LAWS REGARDING THE DISCHARGE OF WASTES INTO SEWERS AND WATERWAYS. INSTALLER'S COORDINATED ADVICE FOR OPTIMUM TEMPERATURE AND HUMIDITY CONDITIONS 22.REMOVE TEMPORARY PROTECTIVE COATING BY METHOD RECOMMENDED BY COATING 157.1901 E. THE CERTIFICAQE OF SUBSTANTIAL COMPLEOF SUBSTA$S COMTI"TET TOO THE OWNER AND 4.ALL I'1'hM5 INDICATED TO BE REMOVED WHICH WILL BE OF VALUE AFTER REMOVAL SHALL BE FOR WOODWORK DURING STORAGE AND INSTALLATION.DO NOT INSTALL WOODWORK UNTIL pE IS IIDICAA TEGE TO RECEIVE JOINT COMPOUND EXCEPT WHERE"U"BEAD(SEMI-FINISHING D ORS INSTALLOING ACOUS CAL MING UM1TS PERMIT TI M TO REACH ROOMR CAUSES. MANUFACTURER THAT IS ACCEPTABLE TO BRICK AND GROUT MANUFACTURER TRAP AND REMOVED WITH CARE AS THOUGH THE ITEM IS TO BE REINSTALLED IN THE REMODELING WORK THESE CONDITIONS HAVE BEEN ATTAINED AND STABILIZED SO THAT WOODWORK IS WITHIN ) REMOVE COATING TO PREVENT IT FROM CLOGGING DRAINS. CONTRACTOR FOR THEIR WRITTEN ACCEPTANCE OF RESPONSIBILITIES ASSIGNED TO THEM PLUS OR MINUS 1 PERCENT OF OPTIMUM MOISTURE CONTENT FROM DATE OF INSTALLATION 37.INSTALL"CORNERBEAD"AT ALL EXPOSED EXTERNAL CORNERS IN DRYWALL CONSTRUCTION. TEMPERATURE AND A STABILIZED MOISTURE CONTENT. 23.FINISHED TILE WORK:LEAVE FINISHED INSTALLATION CLEAN AND FREE OF CRACKED, IN SUCH CERTIFICATE.UPON SUCH ACCEPTANCE AND CONSENT OF SURETY,IF ANY,THE SUCH ITEMS NOT INDICATED TO BE REINSTALLED SHALL BE TUTtNED OVER TO THE OWNER, THROUGH REMAINDER OF CONSTRUCTION PERIOD. 38.APPLY JOINT TAPE AT JOINTS BETWEEN GYPSUM BOARD JOINTS(BOTH DIRECTIONS);FLANGES 8.HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGING CHIPPED,BROKEN,UNBONDED AND OTHERWISE DEFECTIVE TILE WORK OWNER SHALL MAKE PAYMENT OF RETAINAGE APPLYING TO SUCH WORK OR DESIGNATED UNLESS THE OWNER DECLINES TO ACCEPT THE ITEM WHEREUPON THE CONTRACTOR SHALL 9.WHERE WOODWORK IS INDICATED TO BE FITTED TO OTHER CONSTRUCTION,CHECK ACTUAL OF CORNER BEAD,EDGE TRIM AND CONTROL JOINTS;PENETRATIONS;FASTENER HEADS, UMTS IN ANY WAY. ARCHITECTURAL PORTION THEREOF.SUCH PAYMENT SHALL BE ADJUSTED FOR WORK THAT IS INCOMPLETE PROMPTLY REMOVE FROM THE SITE.WHERE INDICATED ON DRAWINGS TO BE REMOVED AND 24.PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS IN A MANNER ACCEPTABLE TO SURFACE DEFECTS AND ELSEWHERE AS REQUIRED,EXCEPT WHERE TRIM ACCESSORIES ARE SPECIFICATIONS REINSTALLED,CAREFULLY REMOVE INDICATED ITEMS CLEAN AND STORE FOR REINSTALLATION DIMENSIONS OF OTHER CONSTRUCTION BY ACCURATE FIELD MEASUREMENTS BEFORE 9.SPACE ENCLOSURES:DO NOT INSTALL INTERIOR ACOUSTICAL CEILINGS UNTIL SPACE IS MANUFACTURER AND INSTALLER THAT ENSURES THAT TILE IS WITHOUT DAMAGE OR OR NOT IN ACCORDANCE WITH THE REQUIREMENTS OF TINE CONTRACT DOCUMENTS. INDICATED. DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. AS SPECIFIED. MANUFACTURING WOODWORK;SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. ENCLOSED AND WEATFIERPROOF,WET WORK IN SPACE IS COMPLETED AND NOMINALLY DRY, COORDINATE MANUFACTURING SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF 39.PREFILE OPEN JOINTS AND ROUNDED OR BEVELED EDGES,IF ANY,USING SETTING TYPE JOINT WORK ABOVE CEILINGS IS COMPLETE AND AMBIENT CONDITIONS OF TEMPERATURE AND -UNCOVERING AND ORRECTION OF WORK: 5.REMOVE DEBRIS,RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION COMPOUND 25,APPLY A PROTECTIVE COAT OF NEUTRAL PROTECTIVE CLEANER TO COMPLETED TILE WALLS WORK HUMIDITY WILL BE CONTINUOUSLY MAINTAINED AT VALUES NEAR THOSE INDICATED FOR FINAL A. IFA PORTION F THE WORK IS COVERED CONTRARY TO THE ARCHITECTS REQUEST OR TO OPERATIONS FROM BUILDING SITE.TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. 40.FINISH INTERIOR GYPSUM WALLBOARD BY APPLYING THE FOLLOWING JOINT COMPOUNDS IN 3 F DRAWING NUMBER 10.INSTALL WOODWORK PLUMB,LEVEL,TRUE AND STRAIGHT WITH NO DISTORTIONS.SHIM AS OCCUPANCY. 26.PROTECT INSTALLED TILE WORK WITH KRAFT PAPER OR OTHER HEAVY COVERING DURING REQUIREMENTS SPECIFICALLY EXPRESSED IN THE CONTRACT DOSS,IT MUST,IF REQUIRED WITH CONCEALED SHIMS.INSTALL TO A TOLERANCE OF 1/8 INCH IN 8 FEET FOR PLUMB GOATS(NOT INCLUDING PREFILE OF OPENINGS IN BASE),AND SAND BETWEEN COATS AND AFTER 10.DELIVER EXTRA MATERIAL TO OWNER FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT CONSTRUCTION PERIOD TO PROTECT'STAINING,DAMAGE,AND WEAR. REQUIRED IN WRITING BY THE ARCHITECT,BE UNCOVERED FOR THE ARCHITECTS AND LEVEL(INCLUDING TOPS)AND WITH NO VARIATIONS IN ALIGNMENT OF ADJOINING LAST COAT: MATCH PRODUCTS INSTALLED,ARE PACKAGED WITH PROTECTIVE COVERINGS FOR STORAGE, - EXAMINATION AND BE REPLACED AT THE CONTRACTOR'S EXPENSE WITHOUT CHANGE IN SURFACES. A.EMBEDDING AND FIRST COAT:SETTING-TYPE JOINT COMPOUND. AND ARE IDENTIFIED WITH APPROPRIATE LABELS.ACOUSTICAL CEILING UNITS:FURNISH 27•BEFORE FINAL INSPECTION,REMOVE PROTECTIVE COVERINGS AND RINSE NEUTRAL CLEANER B. IF A PORTI©OF THE WORK HAS BEEN COVERED WHICH THE ARCHITECT HAS NOT FINISHES. 11.SCRIBE AND CUT WOODWORK TO FIT ADJOINING WORK AND REFINISH CUT SURFACES OR B.FILL(SECOND)COAT:SETTING-TYPE JOINT COMPOUND. QUANTITY OF FULL-SIZE UNITS EQUAL TO 2.0 PERCENT OF AMOUNT INSTALLED. FROM THE SURFACES. I 1 I 2 I 3 I 4 I 5 I 6 I . I I 3 I 4 I 5 I o I DEMOLITION GENERAL NOTES: N N A. GENERAL NOTES APPLY TO ALL DRAWINGS. T-3 :41e B. ALL DIMENSIONS ARE APPROXIMATE MEASUREMENTS OF EXISTING STRUCTURE. z 1111 11111 CI / , C. DO NOT SCALE DRAWINGS. oD. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD pSt__ CONDmONS PRIOR TO REMOVING MATERIALS OR EQUIPMENT. III 11– - I II 0 II- II Nom— _ E. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED,BUT WHICH ''�;, '.�:. — •'n' ARE NECESSARY TO MAKE A COMPLETE DEMOLITION. SHALL BE INCLUDED,AND wO O II O }•,rr' ."..,; i•: `':'':'' , INDICATED IN TIE CTORS BID. F, THE GENERAL ONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FORo I I I I 0 �, •O I L = J L = JI f•: } : L . :.L.•` PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY DEMOLITION OF THIS - - ` - - i'. ' s':.: PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN <i\I<I\1<I(1 O :.:•'`.+ • :.'..~: ; . ; ••. ' FULL COMPLIANCE WITH ALL FEDERAL,STATE AND LOCAL REGULATIONS. THEI y D n 0 ON '. 1- ;':'•.- ::_ •'t- -* + '• PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS• . Q • o I I I 1 . };.''.`':, = ;-i :'.'I - G. GENERAL CONTRACTOR SHALL PROTECT EXISTING BUILDINGS AND NEW a 1 1 1 , o { ® ® _ LJ U O ® v.:,..:..:44 -_::..;, • '1 ,,. r �I CONSTRUCTION FROM DAMAGE BY ALL TRADES. ALL SUCH DAMAGE CAUSED BY THE D FA F.`;';' :;•••.::=;:::. .::-. CONTRACTORS AND SUBCONTRACTORS DURING THE COURSE OF THIS WORK SHALL BE •r: '::'..;tiREPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. zz o EA 0 0 re �(�� 0 1:4::......,-,..........:..-....c.,..,;,...,,.,;,.....,--. 1.; /\- - H. SALVAGE RESTROOM TILE TO PATCH REMAINING RESTRROM TILE. COORDINATE WITH {-: '' :,j OWNER. P..) F- -._' : ':�"••�''� I. REMOVE EXISTING DUCTWORK AND RECONFIGURE PER MECHANICAL DRAWINGS. It 1 1 7 F I 11 ZuAi g ® 0DEMOLITION KEY NOTES:2'-10i. y gliii . 0 I. KI. EXISTING WALL TO REMAIN,UNLESS NOTED OTHERWISE. . H O 2, EXISTING FLOOR FINISH TO REMAIN. I � _— — 3. EXISTING DOOR TO REMAIN,UNLESS NOTED OTHERWISE. gj O 4. EXISTING WINDOW TO REMAIN,UNLESS NOTED OTHERWISE. • 5. REMOVE EXISTING ELECTRICAL PANEL. COORDINATE WITH ELECTRICAL DRAWINGS. 18 _' © 6. EXISTING CEILING LIGHTING AND CEILING TO REMAIN. 7. REMOVE EXISTING LIGHTING AND CEILING. 8. EXISTING WINDOW TO REMAIN. REMOVE GYPSUM BOARD COVERING EAST SIDE OF C ) WINDOW. REMOVE WINDOW COATING/FILM.. 9. REMOVE PORTION OF EXISTING WALL ENTIRELY. — © 0 ® 0 10. REMOVE PORTION OF EXISTING MILLWORK AS SHOWN. COORDINATE WITH OWNER. 11. REMOVE EXISTING PLUMBING FIXTURE. �� .1 I12. EXISTING DOOR TO REMAIN,UNLESS NOTED OTHERWISE. (10 13. REMOVE EXISTING CONCRETE SLAB AND EXCAVATE FOR NEW RECESSED SLAB FOR + — 0 TANK SEE STRUCTURAL. 14. REMOVE EXISTING LIGHTING AND EXHAUST FAN. EXISTING CEILING TO REMAIN. ORDER oN� i I O -- 15. REMOVE EXISTING FLOOR FINISH. e 0 I I 16. EXISTING WATER HEATER TO REMAIN. ARCHITECTURE _ I I 17. EXISTING PLUMBING FIXTURE TO REMAIN, 11 1 I 18. REMOVE EXISTING COUNTERTOP. MILLWORK TO REMAIN TO EXTENT SHOWN. T 801.597.7641 FLOOR PLAN LEGEND. 541 WEST 6570 SOUTH 41 MURRAY,UT 84123 t-,, '/ '::%i;�7,,,,, '.!'/,i/ NEW CONSTRUCTION WALLS pavl@order-arch.com C r , . � C www.order-arch.com Cl DEMOLITION PN I EXISTING WALLS A10091 SCALE:1/4"=1'-0" C ] ITEMS TO BE DEMO'D EXITING & OCCUPANCY PLAN GENERAL NOTES: A. MAINTAIN 36"ACCESSIBLE ROUTE FROM ENTRANCE TO BATHROOMS. B. FIRE EXTINGUISHER LOCATIONS TO NOT EXCEED 75 FOOT TRAVEL DISTANCE OR ANOTHER FIRE EXTINGUISHER SHALL BE REQUIRED. C. SEE SHEET A501 FOR SIGNAGE DETAILS. hw pill EXITING & OCCUPANCY PLAN LEGEND: �^ o M ADA ACCESSIBLE CLEAR FLOOR F� N SPACE-SEE SHEETS A501&A502 — — — — EXIT ACCESS TRAVEL DISTANCE _-1 4 Z w -t 0 EX 16 OICC. EXIT DISCHARGE AND LOAD FACTOR = �] • r- cJ AFIRE EXTINGUISHER TYPE I:SEMI-RECESSED FIRE O F1I EXTINGUISHER CABINET-SEE DETAIL A21A502.PROVIDE O 2A-IOBC RATED FIRE EXTINGUISHERS. FILL BOX B in—i �.L� o , • ® FUTURE• • EQUIPMENT SCHEDULE: 0 N (-------,\ 1 v.././,,,,,-..,,,,it 0 \ I.• STORAGE k Pmmil REST'OOM -/ _ 112 1 `� ;- :T-i-----J CRYO \ ITEM DESCRIPTION I � SAUNA I O LOCAL f DRY T _^ ( 103 ) I 1 PERMA-CYL 5500 TANK -- CRYO/FLEX I SAUNA ANK ,- . © T = 2 CRYO SCIENCE CRYO ARCTIC SAUNA { 118 ( 115 ) \: 102 O COMPRESSION NURSE I 3 JOOV ELITE PBM WALL-MOUNT PANEL I ` Tv IV ROOM 109 L -,•,/r//////////// 4 JOOV ELITE PBM MOBILE PANEL I 110 ) �'1 —6"-�>,v rr rr��rr rrFr' -� 0 - , _ 5 SANCTUARY 2 FULL SPECTRUM DRY SAUNA . TV I \\ I I^ j / © °L °1 6 VTTAERIS 320 HYPERBARIC CHAMBER _0 Ll" I II 1' DRESSING I I I i I I 1 I DRESSING — ./ ''', `\- - i • 106 { 105 AH 7 NOT USED j P: IA ,__ 8 RESIDENTIAL STACKED WASHER/DRYER HALL G ,_ r Dlt) 'INC I •ii rr rr rr rr , _ v ` 9 COUNTERTOP MICROWAVE 113 1i� Ili k �� EXIT —0 '-- F 1 '\ 23 OCC. H _ ��_..... ...,,...7.._r////,-/ iriirriirirrirrrrr{ I: RECEPTION n p �• -Eilrrrlr rrrririrrrri . i7 ` O ` G EXIT ACCESS=97'-4 <REQUIRED (100'MAX} TV TV �. �•• �` OPEN """�' r UL C.NIE SEN - B AK/LAUNDRY COMPRESSION -ae4/6". r • 120 l08 OPEN / "'�� FUTURE SLC IT I HYPERBARIC STRETCH - DRIP ARI-12292 THERAPY 111 ; �� 107 { I <//,//.///.1 q/CC n C �� ' - 117 O , OF a \ 0) cg, ..----.., ,• A j - 10 PROJECT NUMBER WH a I -- I 1 -glg- lc: O All _ 157.1901 I i' H II i DEMOLITION AND EXITING& NC EQUIPMENT PLAN DRAWING NUMBER ,'IN) Al EXITING&EQUIPMENT PLAN A 00 ,. AI00 SCALE: 1/4"=1'-0" 1 1 I 3 I 4 I 5 I 6 I o I I 3 I I 6 FLOOR PLAN GENERAL NOTES: N A. GENERAL NOTES APPLY TO ALL DRAWINGS. M S B. ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR TILE SUBSTRATE UNLESS z OTHERWISE NOTED. o C. DO NOT SCALE DRAWINGS. z D. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO ORDERING OR INSTALLING MATERIALS OR EQUIPMENT. E. ALL MATERIALS FOR USE IN THIS PROJECT SHALL BE NEW AND UNUSED UNLESS NOTED Q a. OTHERWISE. F. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED,BUT WHICH c ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION. SHALL BE INCLUDED,AND INDICATED IN THE CONTRACTORS BID. 4 <I<1<<1<r‹-I G. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR - PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF o 0 THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE p 1 1 � o 0 D IN FULL COMPLIANCE WITH ALL FEDERAL,STATE AND LOCAL REGULATIONS. THE D s PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS. H. GENERAL CONTRACTOR SHALL PROTECT NEW CONSTRUCTION FROM DAMAGE BY ALL o . TRADES. ALL SUCH DAMAGE CAUSED BY THE CONTRACTORS AND SUBCONTRACTORS � I� COURSEOF THISWORK SHALL BE REPAIRED OR REPLACED AT THE § [-, CONTRACTORS EXPENSE. w En I. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS,UNDERGROUND, pa ABOVE CEILING OR IN ARCHITECTS APPROVED UTILITY SPACES IN ALL CASES UNLESS s NOTED OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS c4 1 1 1 1 '44., § ill APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TOI i t o MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACCENT COLOR 1 7 J. GENERAL CONTRACTOR TO COORDINATE WITH OWNER WITH REGARDS TO ALL 1 II INTERIOR FINISHES AND MATERIALS FOR PRODUCTS AND INSTALLATION. 1 1 K. GENERAL CONTRACTOR TO COORDINATE ALL RESTROOM ACCESSORIES WITH OWNER. SEE MOUNTING HEIGHT DETAILS ON A501. L. SEE SHEET A401 FOR FINISH SCHEDULE AND INTERIOR ELEVATION CALLOUTS. M. SEE DETAIL A6/A601 FOR TYPICAL DOOR LOCATION. N. SEE SHEET A601 FOR WALL TYPES. P% 0. SEE SHEET A601 FOR DOOR AND WINDOW TYPES, sg 1! C 'I,:) 1 i %ft....0 ORDER FLOOR PLAN LEGEND: ARCHITECTURE IIEl 1,,"/// i,V� ,./,/,i'i'i//,i,%///'i?,i1 NEW CONSTRUCTION WALLS . T 801.597.7641 14 1 I I EXISTING WALLS 541 WEST 6570 SOUTH MURRAY,UT 84123 C C ] ITEMS TO BE DEMO'D C paul@order-arch.com www.order-arch.com FLOOR PLAN KEY NOTES: /\- 1. EXISTING DOOR.AND HARDWARE TO REMAIN. KEY PER OWNER REQUIREMENTS. PAINT FRAMES TO MATCH NEW FRAMES. n2. EXISTING WINDOWS TO REMAIN. L 3. EXISTING TENANT SPACE DEMISING WALL TO REMAIN. 4. ELECTRICAL PANEL. COORDINATE WITH ELECTRICAL DRAWINGS. 5. LOOSE FURNITURE TO BE PROVIDED AND INSTALLED BY OWNER. 6. DASHED LINES ARE REQUIRED ADA CLEAR FLOOR SPACES FOR FIXTURES AND DOORS. r F� 7. NEW STACKING WASHER/DRYER-OWNER PROVIDED,CONTRACTOR INSTALLED. L./ 8. ADA COMPLIANT BENCH-GLOBAL INDUSTRIAL,ADA LOCKER ROOM HARDWOOD BENCH TOP 42"Wx20"Dx17.25"H,MAPLE FINISH,ITEM#WG269866. WALL MOUNT BRACKET,BLACK,ITEM#WG269863BK-OWNER PROVIDED,CONTRACTOR INSTALLED. "� 9. INDOOR HIGH CAPACITY MICROBUIK STORAGE SYSTEM,PERMA-CYL 5500 MP/VHP TANK BY CHART,INC.;TANK DIAMETER IS 80"AND OVERALL HEIGHT IS 119". OWNER ^^ � M PROVIDED,CONTRACTOR INSTALLED. OPTIONAL 1/2N6"BOLT CONNECTION OF TANK hM N BASE TO CONCRETE PAD. SEE STRUCTURAL CALCULATIONS. >-I 10. WALL-MOUNTED TV-OWNER PROVIDED,CONTRACTOR INSTALLED. PROVIDE BACKING. g r- 11. EQUIPMENT-OWNER PROVIDED,CONTRACTOR INSTALLED. SEE EQUIPMENT LEGEND ON SHEET A100. w 12. TWO DRESSING ROOM GARMENT HOOKS,CENTERED ON WALL AT 48"MAX ABOVE FINISH FLOOR-LIVERTY 2-1/2"SATIN NICKEL NAIL WALL HOOK. r 711 1 111 1 1 a r 7u ' 5' ' " 13. SHELVING-OWNER PROVIDED AND INSTALLED. r, 3-5g 5-Oq 51-32-6 17-112 7-4g 21 11-58 e e ,,e ,e 1 14. FLOOR DRAIN-SEE MECHANICAL DRAWINGS&DIMENSIONS ON SHEET A111. C 0 A © 41 0 15. ADA COMPLIANT SHOWER WITH GRAB BARS. FULL HEIGHT TILE. SEE DETAILS A4,A5, O de B4,C4,&D4 ON SHEET A502. PROVIDE BACKING FOR ALL GRAB BARS AND SHOWER U I SEAT. B ��1, 1 N' \ ` \ - .` -_ L� FILL BOX 16. ADA FOLDING SHOWER COMPARTMENT SEAT AS PER DETAIL A3/A502. SEE ENLARGED B A5 3 © `�' PLAN. A401 I r I I !1 ` \II .kd 17. TEMPERED GLASS SHOWER DOOR TO FILL ENTIRE FRAMED OPENING. © 0 \ �( \ I 9 18. OWNER PROVIDED,CONTRACTOR INSTALLED RECEPTION DESK SEE MILLWORK -or-4 ELEVATIONS AND SECTION DETAILS. N I ° _ 1 �o _ FUTURE - J , „ 19. POSSIBLE FUTURE CRYOTHERAPY EQUIPMENT BY OWNER. N �, rn STORAGE 1 3'-0" 71-12" r ,r .-� ST'OOM �� -� 1 I2 `= �' \ © 5 �`-� CRYO ..� �' ' 2 ,�`-� 0 20. PROVIDE VISIBLE HAZARD IDENTIFICATION SIGNS IN ACCORDANCE WITH NEPA 704 AND �� I� J `, I IFC 5503.4. SEE TANK NOTES ON SHEET GO01. COORDINATE WITH NITROGEN SUPPLIER. O 17 1 SAUNA 21. TELEPHONE BOARD-SEE ELECTRICAL DRAWINGS. LOCAL © DRY - ` ------ , 103 I -� -N 22. WAIL-MOUNTED PBM PANEL. PROVIDE BLOCKING IN WALL AT 31"ABOVE THE FLOOR, TANK UP 19 AND 32 WIDE. C YOIFLEX \ J SAUNAI 2 © 5 _ r - 2 I I( 102 ob " Cip 118 115 0 COMPRESSION © NURSE - 2 2 23. ALIGN NEW WALL WITH EXISTING. O ._, ;j r-� 109b r104b -- ® IV ROOM 109 l I 24, DASHED LINE OF RECESSED TANK CONCRETE PAD BELOW. TOP OF CONCRETE TO BE 0 u �' ".....,„1,,,,„„„,.' FLUSH WITH EXISTING CONCRETE FLOOR SLAB. SEE STRUCTURAL. I10 �r ,-,Lri,r ,, ��___��; 0 O [ 7 0 ( © = -� C10� ` Qiii.i �= TOSb \ ��L-'_ 25. RETAIL DISPLAY SYSTEM BY TENANT. ELVARI SHELVING UNIT ARTICLE#391.615.82. 1 I ITV (nob) % • © r;. L - J26. 42"GRAB BAR PROVIDE BACKING PER D61A501. O 1 �7 1- I I 1 I%�/ :� ` ® ` _ �,00 - © 27. FIRE EXTINGUISHER CABINET-SEE EXITING PLAN Al/A100. 5 - cn DRESSING ,\I i I I DRESSING \ ® \ 20 28. NEW PLASTIC LAMINATE COUNTERTOP WITH INTEGRAL BACKSPLASH. COORDINATE ® © lib C1 � 6 105 \ P A • ` \ FINISH WITH OWNER. © HALL B2 � c ` ` , �® L- DRI; TNG i` 113 A4D1ii /11 © ç -n \ 1€141 Q 102© J �110a� 4 ' �� 106a� 2 • a �lOSa� © .-.1.4- V=, 1 O • ® c`v © • 104a 2 ® ABOVE - \- I i - - - - - I, 2/rr i rrrrrrr4 �N 1 -1- b'-3)„ '-6' 7'-7711 10'-g1,r ' r „ L_`� 27 r r�r rr r,ii rr rr/Al C101 ION ., �R�d �C KN..,„________ 8 S 4/ 24 7-� ` i r it ri ri rr rr ri ) -\c,_'6.0 ,k. OM El I 2 El `ice , 3n 10 , „ , 71, , SnTV , Sa A441 �,ABOVE OPEN 6-7g S- 2-4g 6-11$ l0 11 -5 ULC.NII; SENi' �' rBREAK/LAUNDRCOMPRESSION o r 120 I 108 OPEN © 0 ' �'-` I FUTURE 0 0 SLC HYPERBARIC 0 STRETCH -,- �• DRIP ,___,_� m ^'"' �� ARI-12292 V� THERAPY 5 I --..\- 1 ,-,..._,_ ® A401 1! 8' F l '‘'� ‘(:: 0 1 ___ ! - © ` ;� / A PROJECT NUMBER r WH C 3 �, ) , , , �.-._. I - ( 0 ):. �1 ill\ 00 �•gro <44611/4yDi 4o157.1901 0 IA 1t1- 1I FI 14'-8g" 31'-22'1 \2 20'-5411 \-C2) FLOOR PLAN DRAWING NUMBER Al FLOOR PLAN A101 SCALE:1/4"=1'-0" A101 1 -_ 1 3 I 4 I 5 I 6 I i i i /� REFLECTED CEILING PLAN GENERAL NOTES: 'N v A. SEE DETAIL B2/A502 FOR TYPICAL SUSPENDED GYPSUM BOARD CEILING DETAILel . a B. SEE DETAIL D3/A502 FOR TYPICAL SUSPENDED LAY-IN TILE CEILING DETAIL. z C. COORDINATE ALL ELECTRICAL AND MECHANICAL WITH ELECTRICAL AND „A MECHANICAL DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND z 5 LOADS PRIOR TO INSTALLATION. ALL ELECTRICAL AND MECHANICAL WORK TO MEET -0 LATEST CODE REQUIREMENTS. \ \ 1 D. COORDINATE ALL LIGHTING WITH ELECTRICAL DRAWINGS, im, 2 : I ? 1 ." 1 4 I s I .g ROOM FINISH SCHEDULE k ROOM FINISH SCHEDULE LEGEND INTERIOR ELEVATION GENERAL NOTES: A N FLOORING WALLS A. REFER TO ACCESSIBILITY DETAILS ON SHEET A501&A502. FL-1 RESILIENT FLOORING:SHAW CONTRACT,UNVEIL 0601V,COLOR OXIDIZED,9X36,STAGGERED INSTALLATION,3MM B. SEE DETAIL A4/A501 FOR ADA MOUNTING HEIGHTS. ROOM NUMBER ROOM NAME FLOOR BASE N E S W NOTES ROOM NUMBERo FL-2 RESILIENT FLOORING:SHAW CONTRACT,UNVEIL 0601V,COLOR BLEACHED,9X36,STAGGERED INSTALLATION,3MM o C2 m I C1 1 101 RECEPTION FL-2 B-1 P-1 P.4 P-4 P-2 - 101 A_...- FL-3 EXISTING FLOORING TO REMAIN A503J A503 A503 IO2 TANK FL-2 B-1 P-2 P-2 P-2 P-2 102 FL-4 FLOOR TILE,INTERCERAMIC,CONCRETE 12X24,COLOR:SILVER. STRAIGHT INSTALLATION,GROUT GT-1,118"JOINTS w _ 6,-6„ 103 CRYO SAUNA FL-1 B-1 P4 P-2 A-.•--P-2 P4 - 103 FL-5 PATCH/MATCH EXISTING TILE a o 1 31-4i" 2' I" 6}" y„ 104 PBM/ADA DRESSING FL-1 B-1 P-1 P-1 P-I P-1 - 104 Ss-1 1 * 4 105 DRESSING FL-I B-1 P-1 P-1 P-I P-1 - 105 WALL TILE INTERIOR ELEVATION KEY NOTES: (#) 4- \1\( \I\ CI 106 DRESSING FL-1 B-1 P-1 P-1 P-1 P-1 - 106 TL-1 WALL TILE:INTERCERAMIC,CONCRETE 6X24,COLOR:SILVER. RUNNING BOND INSTALLATION,GROUT GT-1,118"JOINTS 1. PAINTED GYPSUM BOARD SEE FINISH SCHEDULE. LI-) GT-1 GROUT:MAPEI KERACOLORS#107 IRON . N ti MOCKETT TAB - - `°`\ 107 OPEN DRIP FL-2 B-1 P-1 P-2 P-2 - - 107 2. TOILET AS SCHEDULED. SEE PLUMBING DRAWINGS. A ! ? ! ; ,o PULL,DP3B,SATIN , - "1 DCHROME,TYP. - 108 OPEN COMPRESSION FL-2 B-1 P-1/P-4 - P-2 P-1 - 108 WALL BASE 3. EXISTING WALL MOUNTED ACCESSIBLE LAVATORY AS SCHEDULED. PROVIDE INSULATED 4) _ C. P,LAM.1 OPEN R o COVER AT HOT WATER&DRAIN PIPES. SEE PLUMBING DRAWINGS. �-J� N ^ 109 NURSE FL-I B-1 P-2 P-2 P-2 P-2 - 109 B-1 4"CONTINUOUS RUBBER WALL BASE,ROPPE PINNACLE,STANDARD TOE,COLOR#123 CHARCOAL 4. TOILET TISSUE DISPENSER-BOBRICK,CONTURA SERIES B-4288. 4 "' 110 COMPRESSION IV ROOM FL-1 B-1 P-3 P-3 P-3 P-3 - 110 5, 4"RUBBER BASE,B-1. o P.LAM.1 \ ¢' B-2 SCHLUTER DUX-AHK,FINISH:SATIN ANODIZED ALUMINUM 4 N, 6. DOOR&FRAME AS SCHEDULED. I 16. P.LAM.I 111 STRETCH FL-2 B-1 P 4 P-] P-2 P-1 - 111 OPEN CABINET/COUNTER 7. WALL MOUNTED GRAB BARS-BOBRICK B6806. SEE DETAILS B2,C2,D2,&D6 ON SHEET A501. Cd s 1 �� 112 STORAGE FL-2 B-1 P-2 P-2 P-2 P-2 - 112 8. EXISTING SOAP DISPENSER-BOBRICK,CONTURA SERIES B-4112. a r4, onH .0 T SS-1 SOLID SURFACE:VICOSTONG,BQ100 SUPER WHITE,POLISHED S i 113 HALL FL-2 B-1/B-2 P-2 P4 P-1 P-2 B-2 AT DRINKING FOUNTAIN WALL TILE 1139. EXISTING SURFACE MOUNT PAPER TOWEL DISPENSER-GP PRO ENMOTION TOUCHLESS -,' t 1 PL-I PLASTIC LAMINATE:WILSONART,DESIGNER WHITE D354-60,MAr1 E FINISH PAPER TOWEL DISPENSER#59462A,COLOR BLACK. 41 ! : i l 1 v 3" l'-5" 1'-8" 2'-6" ity,,kr. 1 �` 115 DRY SAUNA FL-4 B-1 P-2 P-2 P-2 P-2 TL-I TO BE FULL HEIGHT IN SHOWER 115 10. 18"X 36"MIRROR-BOBRICK,B-165 1836,STAINLESS STEEL. Z\............- 116 RESTROOM FL-3/FL-5 EXISTING EXISTING EXISTING EXISTING EXISTING PATCH/MATCH EXISTING FLOOR/WALL TILE 116 PAINT FOR 11. FLOOR A1 SEE ANICALDRALGSETilOATON gliligS 2. � ADA SPACEREEMENFOR DOORS,&HYPERBARIC THERAPY FL-2 B-1 P-2 P-2 P-2 P-2 - 117 P-1 PAINT:SHERWIN WILLIAMS,SW1017 DORIAN GRAY TURNING1 g• SPACE. 118 LOCAL CRYO/FLEX FL-2 B-1 P-2 P-2 P-2 P-2 - 118 P-2 PAINT:SHERWIN WILLIAMS,SW7006 EXTRA WHITE 13. TILE WAINSCOT,TL-1. 1 I D1 BACK ELEVATION OF RECEPTION DESK \- ` 120 BREAKILAUNDRY EXISTING EXISTING P-2 P-2 P-2 P-2 - 120 14. TILE WAINSCOT TO MATCH EXISTING. ] A401 SCALE:3/4"=1'0" P-3 PAINT:SCUFFMASTER,VAPOR#G011112839494.CONTACT:ERIN BRASHER,1.512.355.1062 15. P-TRAP COVER P4 PAINT:SHERWIN WILLIAMS,SW6503 BOSPORUS 16. ADA SHOWER WITH FOLDING SEAT-SEE DETAIL A4/A502. SHOWER SEAT TO BE BOBRICK B-5191. VERIFY DIMENSIONS. P-5 PAINT:SHERWIN WILLIAMS,SW6502 LOCH BLUE 17. PREFAB SHOWER BASE-AMERICAN STANDARD 38"x 38"ADA ACRYLIC SHOWER BASE, MILLWORK NOTE MODEL#A8009D-FC0.020. o P-6 PAINT:SHERWIN WILLIAMS,SW6501 MANITOU BLUE o�4 1. ALL CABINET CONSTRUCTION IS 314"PLYWOOD 18. EXISTING DOOR AND FRAME. 1 2. PROVIDE MILLWORK SHOP DRAWINGS P-7 PAINT:SHERWIN WILLIAMS,SW9061 REST ASSURED 19. NOT USED. .; 3. PROVIDE BLOCKING IN WALL AS REQUIRED 20. JANITOR SINK-SEE PLUMBING DRAWINGS. 4. REFER TO ELEVATIONS,FINISH KEY,AND FINISH SCHEDULE FOR P-8 PAINT:SHERWIN WILLIAMS,SW6498 BYTE BLUE 21. NOT USED. FINISH SELECTIONS AND LOCATIONS P-9 EXPOSED CEILING PAINT,ACRYLIC LATEX FLAT ENAMEL PAINT,TBD 22. HIGHILOW DRINKING FOUNTAINS SEE PLUMBING DRAWINGS. 5. STANDARD 4"WIRE PULLS,BRUSHED ALUMINUM,U.N.O. 23. NOT USED, 6. ALL MILLWORK IS TO BE CONSTRUE i ED TO COMPLY WITH AWI NOTE: 24. TILE BASE,B-2. ORDER g CUSTOM GRADE. REF SPECIFICATION SHEET A0.2 FOR ADDITIONAL 1. WALL TILE(TL-1)TO BE FULL HEIGHT FOR SHOWER.SURROUND. 25. NOT USED. INFORMATION 2. SUBMIT SAMPLE AND VERIFY ALL FINISHES WITH OWNER BEFORE ORDERING. 26. TWO DRESSING ROOM GARMENT HOOKS,CENTERED ON THE WALL AT 48"MAX ABOVE ARCHITECTURE 3. PROVIDE ER JOLLY EDGE TRIM FOR ALL OUTSIDE EDGE OF WALL TILE,FINISH SATIN NICKEL/ANODIZED ALUMINUM. FINISH FLOOR-LIVERTY 2-1/2"SATIN NICKEL NAIL WALL HOOK. g 4. SHAW CONTACT:TACT:KAKI MOORS 512.289.4248.KARI.MOORE@BRAINING COM ..1 5. INTERCERAMIC/MAPEI CONTACT: ESTHER ROLLINS 1.512.497.9459 T 801.597.7641 6'-6" i, 6. PAINT FINISHES:GYPSUM BOARD PARTITIONS-EGGSHELL INTERIOR LATEX ENAMEL;DOORS-SATIN INTERIOR LATEX 541 WEST 6570 SOUTH ' ENAMEL;GYPSUM BOARD CEILINGS-FLAT INTERIOR LATEX;PROVIDE MANUFACTURER'S RECOMMENDED PRIMERS. 2'6" • �, 1" 6'-0„ " MURRAY,UT 84123 " i._81„ = * 21-6" = 0 1}3Ul@Order-arch.00111 C . i 3 I� _ - � � � ` ' , - www.order-arch.com 4- 1 SS-1 �_.._..__._ ___�. SS-1 -----7 I L - - - iSt rent STEEL DESIGN PL-1 -------..\ SOLUTIONS FLOATING o _ " J o 4,4-, t b RESTORE LOGO, 7 - o - o SURFACE ADJ. N "' N "' BLUE,I'-0"WIDE "' N "' N BRACKET,AS REQ. ' PL-I ------.- PL-1 PL-1 I�,.If" 9. I� � '1" :i,5" L l'-9" 1"):/5"4, I._5" 24 14„Ijk-� „ 5'-10" 3„ � 4 34 1'-10" 13" 1 l'. • ( P (cl SECTION AT RECEPTION DESK c2 SECTION AT RECEPTION DESK C3 FRONT ELEVATION OF RECEPTION DESK c4 SIDE ELEVATION OF RECEPTION DESK A401 SCALE:314"=1'-0" A401 SCALE:3/4"=I'-0" A401 SCALE:1/2"=1'-0" A401 SCALE:1/2"=1'-0" A r og 4M NI yr g >-, \ g � 0Wwo kr _ c ~r-�..N 0 O O CD ss-i - 0 7!:::: - p RAD ® i Bo -z F t� ' -' �' SHELF F.4 } O O PL-1 ----.4' /? --, \ F'' _ �` 0 1" ,J,5"� 1'-5° 24 14" L • , `q 0 \ CD / ////k 0 (B1 SECTION AT RECEPTION DESK ` -- 4 I I 0 '-- // // //� A401 SCALE:3/4"=1'0" 0 © a I0 0 0 0 \ 20 j \ B3 \ � 0 "0 \ OT2)DRINKING FOUNTIAN B3 RESTROOM INTERIOR ELEVATION B4 RESTROOM INTERIOR ELEVATION_ ._ / .. 0 \ A3 A401 B4 40SCALE:112"=1'-0" 1 SCALE: 1/2"=1'-0" .....A.21 SCALE:1/2"=11-0" U.. \ •ro RES OMA4 r L \ 116 / J /� - 0 ... -1 Mei 0 N 0DRY 0 SAUNAI \�% .6QRcyf� 0 0ULC.NIE SEN 0 F 0 1 CI' '7 r 0 SLC 0 - ARI-12292 I0 , , 0 q��. o‘�� - TV 0 r 0 0 \ I I I 1 PROJECT NUMBER -] 7 TT I I 1 7 157.1901 L I // INTERIOR / HALL ELEVATIONS&FINISH / / 113 SCHEDULE 0Tir // DRAWING NUMBER / / / A3 RESTROOM INTERIOR ELEVATION A4 RESTROOM INTERIOR ELEVATION ri.`' ENLARGED PUBLIC RESTROOM PLAN A401 \,&4_101SCALE: 1/2"=1'-0" A401 SCALE:1/2"=1'-0" 401,../SCALE: 1/2"=1'-0" 1 7 I 1 '\ 1 1 I ? I 3 I 4 I 5 I 6 I A $ PROVIDE BACKING IN WALL BEHIND ALL GRAB 41ttb•-m- i-I..c- , r -----1BAR LOCATIONS IN ALL BATHROOMS 0 i w 0 0 / 16°-18" 2x8 BLOCKIN2x8 BLOCKING a 1 2 ./ r FOR GRAB BAR . I i.. z C i \ i / T-0"MAX. 4'D"MIN. 2'D"MAX._,..„ i”. n..---I.. _.S . .• . . _ LOCATIONS SEE PLANS 1/ „ yiLILILILL AND DETAILS ON = MIN p g . , `� a A400's AND A500's - 1 a a _, 1 ,,„,y r_ CLEAR SPACE AS PER I FOR WALL----_____ _ z C31A501 2 THRESHOLDS OR CONSTRUCTION SEE ` o ¢ a ./ .a0 FLOOR LEVEL _ '`--461 � WALL TYPES ��, 1/ CHANGE 4 °° N M FOR WALL w w - e 1 g i -�` �� PLAN SECTION CONSTRUCTION SEE A i i A501 B2 ,` _ db WALL TYPES 0 �8 , 60"MIN. ` \ �� 7 i ,— Iiiiig . i.„ , / \ 1 1 _ k / • ` 1 D1 SINK ACCESSIBILITY DETAIL (D2 WATER CLOSET-ACCESSIBILITY PLAN (D3- CHANGES IN LEVEL !� I CLEAR WIDTH OF AN ACCESSIBLE ROUTE D6 GRAB BAR BLOCKING DETAILS A501 j ' (} A501 SCALE:112"=1'-0” A501 SCALE:1/2"=1'-0" ASa�SCALE:314"=1'-0" �A501 SCALE:112"=1'-0" �SCALE: 1'-0"=1'-a" � � I N� Z 1 I I 1 r --N\\ / f6 -\ ��INi I I / \ ) o PROVIDE BACKING IN \ I / WALL BEHIND ALL GRAB BAR LOCATIONS IN ALL — — BATHROOMS Ga 48" r � _ _ _ _ _ ` \ $ , „ ORDER s /' \\ 5'-0"MIN. . / 0 , _ _ \ \ ii. � ARCHITECTURE • 36" I ---f / T 801.597.7641 /II I 1 / MIN. I C4 CLEARANCES FOR TWO DOORS IN SERIES / ' 541 WEST 6570 SOUTH ' i n 12" H ASOI SCALE. 112 -I-D ce • / r 1". HURRAY UT 84123 t I'J 4 , MIN. MIN. C' 1 (I -] At?,,,,;;;;:,,,,,-„,..-, III& I .� Paul@order-arch.com l / ,. 1 , c, �� riFv��jii gyp" . . www.order-arch.com , filo i j 1.1..,.. g \ r n ` . \ 1 1 a '-�.--/--- I JO �L`.�"�'� 1 el,' r`n 5-0 MIN. �+ ``- G ,� — — — — ' , UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH It 1 7 .}. , I ( 1 I ill q. • TB" • 1._ \ _. jP ipp , / cl CLEARANCES FOR TWO DOORS IN SERIES c2 WATER CLOSET GRAB BAR LOCATIONS C3 TYPICAL CLEAR FLOOR SPACE j A\5� SCALE: =1'-0" 0�SCALE: 1"=1'-0" \ ( R / . R A501 SCALE:1/2"-1'-a" '�"MAX 4 , /� 4 _____ '‘IPIPA•11=1 ' / NOTE:HOT WATER AND DRAIN PIPES MUST BE CONFIGURED lift.. � P.F.,a,i o Q NOTE:TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE ? ��"AND PROTECTED AGAINST CONTACT.THERE SHALL BE NO SHARP f.'X0.11 �K N PROVIDE BLOCKING IN AND TOE CLEARANCE. >•i. . ��i�: ABRASIVE SURFACES UNDER SINKS. T-SHAPED TURNING----- 6 5'-0"MIN. 1'�'ili � 1 OAI O M 41 WALL BEHIND ALL GRAB t � `. ; �� ` , BAR LOCATIONS IN ALL SPACE gi'mii - V F� N COUNTERTOP BATHROOMS \ \ 7 — ~` + ,WALL-MOUNTEDCIRCULAR TURNING \COUNTERTOP SUPPORT " " SPACE,60 MIN.DIA, / \ w7----- BRACKETS39 _4i y / \\ / l I \ + T 1 �+--\ , LINE OF REQUIRED KNEEn ' \ / \ 7' �jI �4 1- / I.� IC71 //// �—&TOE CLEARANCE AT MIN / d' I / I0 - j a /f/ LAVATORY 1 1 // ` O o \ 12" 42" �, TOILET TISSUE // 1 q k 111 _ — — _ % O 8" MAX MIN. / DISPENSER TO MEET ICC l �. / U c o MIN. ,,, SECTION 309.4 41] 74* / D 111��%� I !` / 2i -25"MAX. �' I ///� ' 1�B oo 6 ! ,.. #,. q _ \ I / ��`�ill►AI,% i^ - — ala"24"MAx./. M LINE OF REQUIItED KNEE I6 —SANITARY DISPOSAL _ 5 � ��::e iiis _ ►.-1 - / onon E' �c g . 1 8cTOE CLEARANCE ATe / ��%j'r''''kW ~�'''" .� / N ��■O Y'? c rn \ l VN LAVATORY M t �; �1`-0 MIN. / I / _ � � ._ 1 CV M , , \ / 1 / •, \ OBSTRUCTED HIGH FORWARD REACH \ OBSTRUCTED SIDE REACH % / A ., Y-\------ 1.-- J 0 \ I S • 1 tic — // WALLS BEHIND AND / 6„ / MIN. ' \ 24"MIN- '` '' �� N`� J-- § c'D SURROUNDING 5'-0"MIN. CABINETRY TO BE 17"MIN. r 42"MAX. _ FINISHED `k \ — i, 13'-0"MIN. 4.. \ Bl SINK ACCESSIBILITY DETAIL-RESTROOMS B2 WATER CLOSET GRAB BAR LOCATIONS B3�TURNING SPACE 'f ��CLEARANCES FOR TWO DOORS IN SERIES B5 ADA REACH RANGES " A501 SCALE:314"=I'-0" A501 `SCALE: 1/2"=1,-0" A501 SCALE:1/2"=1'-0" A501J SCALE:3/4"=1'-0" A501 SCALE:1/2"-1-0 �� J 6" .r i 6" )r LOCATE ELEC.OUTLET JUST BELOW WATER �. ' // �^ TYP.DOOR FRAME COOLER MIRROR LIGHT SWITCH, WRAP PIPES. ------ C THERMOSTAT.FIREALARM C [y • / POSITION SIGN TO THE TOWELS SANITARY NAPKINS �S�G��d �Cy�� / 1 STRIKE // / 9 SIDE OF DOOR UNLESS NOTED INFANT CHANGING TABLE �� ULC. SEN / OTHERWISE ON SIGNAGE , FIRE EXT. • • --"A / SCHEDULE. WASTE /1111 6. t (... ...0x. „tem ////// , _ \ SOAP `` V • I— I i 4 — !!! ARI-2292 V� MEN WOMEN STAIRS // - — — J c----\ 0 � U —�-�-- S I I ..•,---";>( ��• ' '` �� J ` i `. 7' : I, / ❑ t, ❑ 1 ,_ , CLOTHES HOOKS----/ r, A TACTILE MENS ROOM SIGN TACTILE WOMEN'S ROOM SIGN TACTILE STAIR SIGN \ CG n O o o �_ I-� C ¢ URINAL PROJECT NUMBER ( l \ ®� (STANDARD) 21 rI, . g I57.190I 711) \\ \ ' c? c.'' {ADA)/ k t:, M - o EXIT �, - M N o g N . ARCHITECTURAL \ DETAILS , TACTILE EXIT SIGN \\ O I \ \ `, \ ,• ''\ `, ,, 1, 18" \ •NE- 16" , g" NOTES: CONV.OUTLET 1 �r DRAWING NUMBER kla ' MIN' 1. PROVIDE ADA COMPLIANT SIGN FOR EACH RESTROOM.COORDINATE WITH ARCHITECT. 2. HOT WATER AND DRAIN PIPES MUST BE CONFIGURED AND PROTECTED AGAINST CONTACT. THERE SHALL BE NO SHARP ABRASIVE SURFACES UNDER LAVATORIES. 3. ALL RESTROOM FIXTURES/ACCESSORIES TO COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 6. 0A2 TYPICAL INTERIOR ROOM SIGNS A3 TYPICAL SIGNAGE MOUNTING LOCATION A4 MOUNTING HEIGHTS A501 A501 SCALE:3"=1'-0" A501 SCALE: 112"=1'-0" MOI SCALE: 1/2"=1'-0" 1 1 1 ? I 3 I 4 I 5 6 I I 1 I 2 I .5, I 4 I 6 N N C7 _______fv__ 32"MIN.CLEAR o TYP. ALL DOORS o ✓ 32"MIN.CLEAR1,iminut SUSPENSION WIRE,ATTACH �, TYP.ALL DOORS TO STRUCTURE. PROVIDE SLIDING(POCKET)DOOR w ANGLE WIRES AS /\__ A REQUIRED SUSPENSION WIRE TO ° STRUCTURE ABOVE 1 ' 1 1/2"STEEL CHANNEL AT EXTEND WALL TO � /I 7 ) 4'-0"O.C. BOTTOM OF ROOF _<I<I BRACE AS PER I DECK ABOVE . H o o I I' MANUFACTURER r A s `1 "' il D T REQUIREMENTS - > 1 Dgo r- :. r o 0 • :1 IL . 5, I .111111.11111111* o • 11 N\N : , 5/8"GYP.BOARDTYP. ® B.O.SOFFIT TYPICAL ACCESSIBLE DOOR ® 518 GYPSUM BOARD 7I8"HAT CHANNELS a(}24" SEE CEILING PLAN i B.O.SOFFIT 1-.�® _-2_t_sr_-___--p!_ _-_____ O.c. E- t-7.1 B SEE CEILING PLAN g"GYP.BOARD48"MIN.IF CLOSER IS A A c4 E4 CORNER BEAD n F PROVIDED S 1-112 GYPSUM BOARD 3 a METAL STUD 1 I V s s a, v 'A e SUSPENSION SYSTEM i �"GYP.BOARD I 8 , 36" i l i 3 c o $$$ / MIN. [ N i D2 SOFFIT DETAIL D3 SUSPENDED GYPSUM CEILING DETAIL SOFFIT DETAILIIIIIIW A502 SCALE: 1 1-0A502 SCALE: 1 112 1 0 ("17.4 50)SCALE:1 =1-0 HINGE APPROACH/PULL SIDE Z BERC2 CLIP DETAILS 24" i, g 1 -10 TIGHT WALL INSTALLATION ' , C ) PERIMETER WIR1 CLEARANCE WALL INSTALLATION %414. 111 4 I.5"TOTAL (UNATTACHED WALL) (ATTACHED WALL) a`\ mil+ il B• MAX / TRAVEL """"-` ';.` ...,,rill , dLATCH A ROACH/PUSH SIDE I `" %/I' 0 0 0 0 \ t•��. ( i / 4 C34 ORDER a i= i== = PROVIDE BACKING .p / s D �I/ i. '•A I SCREW TIGHTENED THROUGH MAIN i ••%I IN WALL BEHIND RUNNER WEB RESTRICTING , ' • ' ALL GRAB BAR • ARCHITECTURE * •,a I, .75" J, L-OPTIONALE'E D*D SEPERATION FROM WALL MOLDING 1 ► LOCATIONS. E E �I �I F*F y 42 T $01.597.7641 T OUTH II mo,- ACOUSTICAL CEILING SUSPENSION,,\ ��ryirpjC SLACK WIRES �' T r MIN. 541MUR SRAY,urS8441123 WIRE(TEST FOR 400 LBS.) 'QC 12 GA.METAL , �� C FASTEN TO DECK HANGER WIRES JOIST WEB MEMBERS i ,,,fpaul@order-arch.com BOTTOM JOIST CHORD I www.order-arch.com LIGHT EAS I IMFHINGE APPROACH/PULL SIDE 2"x18 Ga.STEEL STUD(OR SCHEDULEDULED ACCEPTED ALTERNATE)SCREW 1 _ ATTACHED TO MAIN TEE AND TO HEAVY DUTY MAIN 3" SPLAYED SEISMIC BRACING WIRE / STRUCTURE ABOVE AT EACH �' MAX.RUNNER INSTALLED PER CISCA STANDARDS iv r 48"MIN.IF CLOSER AND SEISMIC RESTRAINT LOCATION '`".� IC,.,>�`'',, PARALLEL TO JOISTS. DO NOT :1.,' \ LATCH ARE PROVIDED. CROSS TEE INSTALL PERPENDICULAR TO JOISTS ii �' �— \ - 12 GA.SPLAYED SEISMIC BRACINGfr. . A i T CLEARANCE REQUIRED (45°OFF OF HORIZ.,EVERY I " �' ONLY IF CLOSER/ WIRES( 5 '�k 3 TURNS MIN.(1-112 RUN) _ It / i C 0 AND s 144 SQ.FT.MIN.)SECURED TO �� _ LATCH ARE PROVIDED. ACOUSTICAL CEILING SUSPENSION 1S" STRUCTURE PER CISCA �1� i STANDARDS \ TYPICAL WIRE CONNECTION WIRE TEST FOR 400 LBS.)IN- -. MIN _ ` * * TO TRUSS/ROOF JOIST STALLED PER C1SCA STANDARDS Ay-- \ N g MAIN ��\`` B 8BE c c c4 SHOWER FIXTURE MOU SITING LOCATIONS I I I I, 12" 22" A502 SCALE:3/4"-1-0 MIN. MIN. 12'-0"MAX. 6'-0"MAX JJr_ GENERAL NOTE: FRONT APPROACHIPULL SIDE ATTACHED ATA -1 A. USE HEAVY DUTY SUSPENSION SYSTEM. PERIMETER WIRE l0`• E'4 p - B. CEILING MUST BE ATTACHED ON TWO ADJACENT CENT. TER LINE OF SHOWER I WALLS. \4 / >. \ 4" -PROVIDE BACKING IN E APPROACH/PUSH SIDE / ` C. CEILINGS SUBJECT TO SPECIAL INSPECTION. g• MAX / ^ � O \ •g /gam\ / 4 , D. WITH APPROVAL OF AUTHORITIES HAVING �1 1 BWALL AR L BEHIND ALL GRAB 40,1r24 N VA V — 4 \ JURISDICTION,INSTALL SUSPENSION SYSTEM AND \ _ �� C: I // \ /1 3 PANELS IN ACCORDANCE WITH THE IBC SECTION 1621.5 1 ~�� /1'3"MAX I— O� i A WITH THE FOLLOWING EXCEPTIONS: 7,.., i , I Z FOR TYPICAL ✓ — ��'D• v / g CLEARANCE REQUIRED —{� Gzr LIGHT SUPPOR�1 ¢ • 1. USE OF BERC2 CLIPS WHICH ELIMINATES THE NEED FOR / '• j�j- - - ,,. ONLY IF CLOSER AND \ Cfl tJ SEE DETAIL C C STABILIZER BARS. / LATCH ARE PROVIDED. I - 2. 7/8"WALL MOLDING INSTEAD OF THE 2"WALL MOLDING. D*D `,n / r TCLOSERIS 0 3.CEILING AREAS LESS THAN 144 SQ.FT.ARE EXEMPT FROM /f I / I VIDQ O - SEISMIC REQUIREMENTS. J� — _ _ \ Ilir T(PROED r Q ", , , „ r„ „ }, , , : .a / VERIFY INSTALLATION OF CEILING TO BE IN ACCORDANCE �� / / 1 12" , I F� ' CLA B O. f \ B 1 /B'\ / NJ WITH THE MANUFACTURER'S RECOMM ATIONS. of 12 GA.HANGER WIRE MOUNTING ' I / 1 SEISMIC EXPANSION (EVERY 16 SQ.FT.MIN.) LOCATION FOR 0'0 \ / \/\\/1 E'E JOINT SEPARATING 8"MAX. CONTROLS&HAND I _,• / 4IW �` I 7 CEILINGS LARGER THAN /� 3 TURNS MIN.{1-112" SHOWER. `O ✓ / 4 v g N ` J 2,500 SQ.FT.SEE F*F RUNNER OR CROSS MN LATERAL FORCE BRACING: UNATTACHED WALL r TEE AS SCHEDULED N FRONT APPROACH/PUSH SIDE .-1SUSPENDED CEILINGS BRACING SHALL BE AS PER IBC 2506.2.1 AND SECTION 133.6 OF ASCE 7 WHERE HORIZONTAL RESTRAINT IS / I / "' m24" REQUIRED(CEILING S.F.EXCEEDING 1,000 S.F.)HORIZONTAL RESTRAINT SHALL BE AFFECTED BY FOUR NO.12 GAUGE WIRES / u" , MINO SECURED TO THE MAIN RUNNER WITHIN 2"OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN / CEILING TILE AS I �1 ANGLE NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING.THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 121-0" SCHEDULED O.C.MAX.IN BOTH DIRECTIONS W/THE FIRST POINT WITHIN 8'-0"FROM EACH WALL AT ONE CORNER OF THE ROOM AND NOT TO / - WALL ANGLE C, EXCEED 8'-0"MAX.FROM ANY WALL AT THE PERIMETER OF APPLICATION.ATTACHMENT OF ALL RESTRAINT WIRES SHALL BE i WALL CONNECTION,ANCHOR �. ` AS PER CISCA STANDARDS AND SHALL BE ADEQUATE FOR THE LOAD IMPOSED,400 LBS.MINIMUM.(SEE ABOVE GENERAL NOTE} TO STRUCTURAL ELEMENT LATCH APPROACH/PULL SIDE TYPICAL LAY IN CEILING DETAILS A*A B4 SHOWER FIXTURE MOUNTING LOCATIONS B5 DOOR MANEUVERING CLEARANCES (Bp SCALE:N.T.S. A502 SCALE:3/4"=I'-0" A502 SCALE:1/2"=1'-0" ,L. 36"MN. NOTE:DIMENSIONS SHOWN BLOCKING EACH SIDE, NOTE:PROVIDE PROVIDE BACKING IN WALL FOR FIXED OR / BACK WALL ' ARE FROM FINISH FACE OF DRYING SIDE SHOWER SIDE TOP&BOTTOM OF FOLDING SHOWER COMPARTMENT SEATS. 22"-23„ WALL CABINET d WALL TILE-----...„...„.. 1 F rn p t 22"-23" r 15"-16" TILE BACKER BOARD ��f r 1, ` �� l' INSTALL 5/8"GYPSUM X-0-.%. r' ULC.NIE SEN /' BOARD ON ALL SIDES,TOP _ \ =N . WATER PROOFING - ../'—,ace/6. . .41/4- MEMBRANE,INSTALL TO ilA2 WALL CONSTRUCTION �` &BOTTOM OF RECESSED /� SEAT 1.--,— f AREA ' A 1 SECTION SEE PLAN - WALL f ® o HEIGHT OF SHOWER HEAD �, SLC L (2)LAYERS 5/8"TYPE'X' a - `, • �' ARI-12292 p GYPSUM BOARD WHERE s o ff' n r 4��v FIRE EXTINGUISHER OCCURS-SEE WALL TYPES .` �, DISTANCE TO DRAIN PER CODE r DISTANCE TO DRAIN PER CODE i V r CABINET , - CREATE HIGH FLOOR OINT NOTE:SLOPE UNDER FLASHING SEALED TO A 2112 MAX. M MEMBRANE MEMBRANE PROJECT NUMBER O b''1 fir - SLOPE :12 MORTAR FLEXIBLE SEALANT 157.1901 i '9' 0 , ' ' -- +��j FLOOR TTLE-__--- I "' ARCHITECTURAL ��. THIN SET DETAILS r2/"MAX. 'lL1/4- /2/"MAX. t THIN SET WATER II ,� J �r PROOFING MEMBRANE I FLASHING SEALED TO ELEVATION10 MEMBRANE " I 15"-16 48"MIN. THIN SET I/: DRAWING NUMBER L-SHAPED RECTANGULAR F SLOPED MORTAR BED // �1� `-SHOWER DRAIN WITH CLAMPING RING SOFT JOINT A2 SEMI-RECESSED FIRE EXTINGUISHER A3 ADA SHOWER COMPARTMENT SEAT Cr.) NIMUM SIZE & CLEARANCE FOR ADA SHOWER ��ADA SHOWER DETAIL A5O2 A502 SCALE: 1/2"=1'-0" A502 SCALE:3/4"=1'-0" A502 SCALE: 1/2"=1'-0" \AS�SCALE:3"=1'-0" 1 1 I 2 I 3 i I IE 1 I _ I I 4 5 I 6 I 1 DOOR AND FRAME SCHEDULE 1 DOOR HARDWARE GLAZING SCHEDULE Ng SIZE DOOR PANEL(S) FRAME DOOR FIRE DOOR A. BUTT HINGES H. SILENCER o 73 NUMBER WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH RATING HARDWARE NOTES NUMBER Ql 1/4"CLEAR,TEMPERED GLAZING z B. PASSAGE SET-LEVER HANDLE I. STQPz C. PRIVACY SET(TIIUMBTURN)-LEVER J. GASKETS-ALL 4 SIDES w " " HANDLE K. THRESHOLD <> I14"CLEAR,TEMPERED GLAZING WITH SUNSATIONAL SOLUTIONS MILKY MATTE FROSED FILM 102 3-0 7-0 1314 DO2 WOOD STAINED F04 ALUMINUM PREFINISHED NA AFHI - 102 D. PRIVACY SET-DOOR PULLS L. RACO POCKET DOOR HARDWAREva 104a 3'44 T-0" 1 3/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 104a E. ENTRY/OFFICE LOCKSET-LEVER HANDLE O3 1/2"CLEAR,TEMPERED GLAZING 104b 3'-0" 7'-0" 1314" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 104b F. STOREROOM LOCKSET-LEVER HANDLE 105a 3'-0" 7'-0" 1 3/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 105a G. CLOSER 105b 2'-9" 7'-0" 1314" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 105b ( <1‹< <1<- NOTE: 106a 3'-O" 7'-0" 1 3/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 106a 1. SUPPLY HARDWARE IN ACCORDANCE WITH BBHMA GRADE 1 QUALITY STANDARDS. Q ry N 106b 2'-9" 7'-0" 1 3/4" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 106b 2. HARDWARE FINISH TO BE BRUSHED STAINLESS. v 1 : o ry 1) 109a 3'0" 7'-0" 1314" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA AEHI - 109a A— 3. WOOD DOORS TO BE STAIN GRADE WOOD DOORS. TO MATCH EXISTING. PROVIDE STAIN SAMPLES o 0 FOR OWNER SELECTION. 109b 3'-0" 7'-0" 1314" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR,LOCK NURSE ROOM 109b 4. ALL DOORS AND HARDWARE TO COMPLY WITH ANSI A117.1.404. ADJUST CLOSERS AS REQUIRED. z $- I lOa 3'-0" 7'-0" 1314" D02 WOOD STAINED F02 ALUMINUM PREFINISHED NA ABB] - 110a 5. PANIC HARDWARE IN ACCORDANCE WITH ALL APPLICABLE CODES TO MATCH EXISTING STOREFRONT. K6. CAULK BOTH SIDES OF ALL DOOR FRAMES. E. E, i 11 Ob 31-0" 71-0" 1314" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL PACKET DOOR,LOCK NURSE ROOM 11 Ob 7. POCKET DOOR FRAMES SIZE SUCH THAT THE CLEAR OPENING WITH THE DOOR PULL IS 32"MIN.AND w En C,1 ai I 112 3'-0" 7'-0" 1314" D02 WOOD STAINED F02 ALUMINUM PREFINISHED NA AEHI - 112 CLEARANCE BETWEEN PULL AND THE FRAME IS 1.5"MIN. = a 41 8. ALL INTERIOR DOOR FRAMES AND WINDOWS TO BE RACO ALUMINUM SYSTEMS. n i 1 g2 S i 1 gime, . tv il _. _ g, FIREBLOCKING NOTES: — C ) `B fl 0 A. PROVIDE FIREBLOCKING PER CODE REQUIREMENTS. .1 B. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS(BOTH . VERTICAL AND HORIZONATAL)AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN `usio. i FLOORS,BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE(IBC 718). 1 C. FIREBLOCKING SHALL CONSIST OF 2-INCH NOMINAL LUMBER OR TWO THICKNESSES OF ORDER 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 0.719-INCH 1.1 WOD STRUCTURAL PANEL WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL ARCHITECTURE PANEL OF ONE THICKNESS OF 0.75-INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75-INCH PARTICLEBOARD. GYPSUM BOARD,CEMENT FIBER BOARD,BATTS OR BLANKETS OF MINERAL WOOL,GLASS FIBER.OR OTHER APPROVED MATERIALS T 801.597.7641 INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK(IBC 718.2.1). 541 WEST 6570 SOUTH D. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND MURRAY,UT 84123 PARTITIONS,INCLUDING FURRED SPACES,AND PARALLEL ROWS OF STUDS OR l, STAGGERED STUDS,AS FOLLOWS:1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. C. paul@order-arch.com 2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'(IDC 718.2.2). www.order arch.coru E. FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES,AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS, COVE CEILING AND SIMILAR LOCATIONS(IDC 718.2.3). F. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRWAYS SHALL COMPLY WITH SECTION 1011.7.3(IBC 718.2.4). G. FIREBLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS PIPES,DUCTS, CHIMNEYS AND FIREPLACES AT CEILINGS AND FLOOR LEVELS SHALL BE INSTALLED WITH MATERIALS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. FACTORY-BUILT CHIMNEYS AND FIREPLACES SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127 (IBC 718.2.5). 0.4 WINDOW TYPES DOOR TYPES I FRAME TYPES I\ 11'-7/" .fr ›-4Qpi. c� 2' 3'-0" 2 8'-1Y2"=3 EQ.SPACES ,2" mol c-.4 " Jam ` g tc, s 1-11� , 2-0 / �' 3-0" 4 N w SEE W zjJ,1'-2"e�� F 2"�t 1'8" tr F 2� 2�-8, iir '� SEE SCHED. 'r SEE'r SCHED. '� i SCHED. �' `I ySEE •SCHED.�, 7'-3"=3 EQ.SPACES L N 1 32"CLEAR i •� •� °° N � 572 -\— fixt 1-4 i \ / N \ / \ ' II " \ / F- 0aN Q o 0 :" � 4 \/ VV \/ 1 / ` / \ / \ / V1 c C (V fV O V � N V I VV � le 4 O B [� [ i Ti V1 / . c. II tin \\ \\ / \ / \ 0 tel \ !I v' / \ F + 4 \ \ / \ / \ e=n / 1I / 1 N FINISH FINISH / \ / \• / I / \, FINISH gl \ FLOOR \ .` FLOOR , \ 1 y SEE SCHED. \ FLOOR TYPE:W01 TYPE:W02 TYPE:W03 TYPE:W04 TYPE:W05 TYPE:W06 TYPE:DOl TYPE:D02 TYPE:F01 TYPE:F02 �I TYPE:F�3�'f - TYPE:F0CD RACO STOREFRONT RACO SLIDING DOOR NOT USED NOT USED RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT SEE SCHEDULE SEE SCHEDULE RACO FRAME3 0 I!2 MIN VERIFY RACO STOREFRONT BUTT JOINT WITH 1/4" BUTT JOINT WITH1/4" BUTT JOINT WITH 114" CONTINUOUS CONTINUOUS CLEARCLEAR CONTINUOUS CLEAR SILICON SEALANT,TYPICAL SILICON SEALANT,TYPICALSILICON SEALANT,TYPICAL A 4/8" 47" 4y" t t t t 1, i r . . ��, r AS SCHEDULED �� C _ WALL AND FINISHES \� p[ A p G/� 38"STEEL STUDS 3g"STEEL STUDS 31"STEEL STUDS 6 EDGE OF FRAME)(EDGE OF FINISH TO � C.NIE SEN � U.N.O. (7 a-ei-fiW4-!-- , . .. , r 5/8"GYPSUM BOARD,BOTH SIDES — 5/8"GYPSUM BOARD,BOTH SIDES 518"GYPSUM BOARD, (PROVIDE e" �, SLC , (PROVIDE e"WATER RESISTANT (PROVIDE 8"WATER RESISTANT WATER RESISTANT GYPSUM BOARD ARI-12292 P 5/8"TILEHIB0 BOARD WHERE RD IN RESTROOMS R 5/8"TILE BAGYPSUM OARD IN RESTROOMS CKER BOARD,WHERE R BACKER BOARD,IN RESTROOMS OR 5/8"TILE WHERE TILE / fC % TILE OCCURS) TILE OCCURS) OCCURS) O 11 Of A _ < < A PROJECT NUMBER 31"SOUND ATTENUATION BLANKET 31"SOUND ATTENUATION BLANKET _ --- - 31„SOUND ATTENUATION BLANKET 0 1 157.1901 — - HEIGHT: TO B.O.DECK NOTES: HEIGHT: TO 6"ABV.CEILING NOTES: HEIGHT: TO 6"ABV.CEILING NOTES: DOOR,WINDOW& RATING: - SEE STRUCTURAL FOR STEEL STUD RATING: - SEE STRUCTURAL FOR STEEL STUD RATING: - SEE STRUCTURAL FOR STEEL STUD WALL TYPES& TESTING#: _ SIZING OR IF NOT NOTED INSTALL PER TESTING#: _ SIZING OR IF NOT NOTED INSTALL PER TESTING#: _ SIZING OR IF NOT NOTED INSTALL PER HINGE SIDE SCHEDULES SCALE: 1-1/2"=l'-0" STEEL STUD MANUFACTURER SCALE: 1-1/2"=1'-0" STEEL STUD MANUFACTURER SCALE: 1-1/2"=l'-O" STEEL STUD MANUFACTURER RECOMMENDATIONS. RECOMMENDATIONSRECOMMENDATIONS. . WALL TYPE: n WALL TYPE: n WALL TYPE: n DRAWING NUMBER Al \WALL TYPES �TYPICAL DOOR FRAME LOCATION A601A601 SCALE: I-112"=1'-0" (176.- 601 SCALE:3"=1'-0" I - I 5 I 6 1 1 2 3 1 4 1 5 6 0 NEW 8'-7 Y2"x 7'-3 Y2"x 10"4,000 PSI CONCRETE f PAD FOR TANK SUPPORT. #5 AT 12"O.C.EACH WAY IN \ </'`� // /CENTER THICKNESS OF SLAB \ 8I ' L L L i ) -- - I • • • • • • I - #4 x 24"DOWELS AT 24"O.C.AROUND PERIMETER - _ ; �, } OF CUT EPDXIED 6"INTO EXISTING CONCRETE _ _ - EXISTING CONCRETE vs d ,,�,,� ( )-�: `. �;,, v'�%( �';v i..; U-.. 'C'�,o�-`.�-S_ti, V- 7--'v v`�...• �.. �"v �,o., I--. v-L,-f-�✓v v vi )'-X 000 nC� �!a�C� u9 �JC��`��D o�D j��0� a ��)D ��D� oC�DU n(G S DOC) O0c., o.0-6 is( SLAB ON GRADE ra 7ooC c -6' a o0 c J o0 ', 017. i C1 0 c (1 J� 00`85 §5 �D��C�',•njo I -`O�dJO c G�C7�OC�OUrJ � ,crjoc'X946,--OJ 1',00,c9- 9-O�cC C9-;("n, 909o,O�CU!;9 ��DO7-k-)9 -9 ,§50,„0„0 �*kj O;cc- 1 i � �rC��'�� n;>�'s-r" r� ��` �`?�i- ��,,,ter..-C�� h (�t-� t��;e- �. n �j,c. ,,��7�rn„E- � � � s f ti A/\� , yv <vy \-/\''' '< •<\:"-- \\ \' v % : ��'\\ '\\ /4/ ce,./< rv, ''\// ,//\,;//\A 1 _ ,. A>:,<>/ ,/ ; /x/V,/�///;/V �iVAjAiV/;/. /- /\\ gHLIHHi . „, ;\\:, \,.<\ ,.\\,,,,,.\\,\,,,(\\::.\\,2 1 4"GRAVEL BASE I 1 I t NOTE: PROVIDE 3la"dia GRADE 36 ANCHOR IN EACH CORNER OF TANK BASE.ANCHOR MAY BE CAST IN PLACE J-BOLT w/7" EMBEDMENT OR EPDXIED THREADED ROD w/6"EMBEDMENT (...//8:1\---..,-)N, I , ORDER CONSTRUCTION DETAIL ARCHITECTURE j9 10 NO SCALE 1 L 1 T 801.597.7641 541 WEST 6570 SOUTH MURRAY,UT 84123 Cpaul@order-arch.com www.order-arch.com 1 INTERIOR PARTITION STUD SCHEDULE 1 I WALL HEIGHT I I STUD SIZE I I SPACING 1 g 6°ABOVE CEILING 3625125-30 16"O.C. 15'-0" 362S125-30 16"O.C. `.r/ 23'-0" 1 362S162-43 12"O.C. H I) . ›ww4 8 >-+ N g 1-7- NOTE: .` AT EACH SIDE OF DOOR OR WINDOW, w PROVIDE DIAGONAL BRACE CONNECTED TO JAMB STUDS AT 6"ABOVE CEILING a 4-3 E-44 04 CI 1 B -- 2 CONSTRUCTION DETAIL 101 NO SCALE N BRACE SCHEDULE I ROOF DECKING or CONCRETE FILLED FLOOR DECKING BY OTHERS I LENGTH II SIZE 1 UP TO 6'-0" I 362S125-30 * t'—"I 6'-1"TO 9'-0" 1 362S162-43 ,/.71 ,: 94"TO 12-0n 1 600S162-43 ATTACH WEB CLIP TO DECKING w/ MIN.OF(3).157dia x 1 Y"P.A.F.AT OVER 12'-0" I 600S162-54 FLOOR OR(2)#10 SCREWS AT ROOF —- \47\\\ CUT STUD FLANGES OF BRACE DIAGONAL BRACE PER SCHEDULE TO EXPOSE WEB CLIP AT BOTH w (MAX.SPACING=6'-0"0.C.) •• ENDS and SECURE AS NEEDED 01, "C 4 SINES ds . 10'-6"MAX. if.-.3~ 5443PE r r. 1 Y4"x 18ga TOP TRACK e`IS 6 ATTACH WEB CLIP TO TRACK OREGON w/(2)#10 SCREWS MIN. CEILING AT 10'-0"1\ v 'r D SAO , n RP- EXPI, •TIONDATE: (t11(it ------1'3$/"x 30 mil. INTERIOR LIGHT PROJECT NUMBER GAUGE STEEL STUDS 19-110 CONCRETE FILLED FLOOR CONSTRUCTION 1 Ye x 30 m1.BOTTOMDECKING or CONCRETE DETAILS TRACKS MIN. (TYP) SLAB ON GRADE Jr U I DRAWING NUMBER i- 3 CONSTRUCTION DETAIL S 1 0 1 101 NO SCALE i 1 2 3 1 4 1 5 1 6