The URL can be used to link to this page

Plans (60) BU P2019-00200 1 i 1 1 1 1 GENERAL NOTES ABBREVIATIONS INDEX OF DRAWINGS d Q A. INTERIOR WALLS AND CEILING FINISHES IN EXIT ACCESS CORRIDORS,ROOMS AND ENCLOSED RESTORE CRYOTHERAPY TIGARD AB ANCHOR BOLT HYD HYDRANT SHF.N0. SHEET I TLE cr SPACES SHALL BE NOT LESS THAN A CLASS'C RATING,SEE IBC 803.5.INTERIOR FLOOR FINISHES ABV" ABOVE ID INSIDE DIAMETER D A IN VERTICAL EXITS,EXIT PASSAGEWAYS AND EXIT ACCESS CORRIDORS SHALL NOT BE LESS ADJ ADJUSTABLE IF INSIDE FACE GENERALTHAN A CLASS II O TING,SEE IBC 804.4. AFF ABOVE FINISH FLOOR IN INCHES G001 COVER SHEET AND GENERAL NOTES 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 BUILDING IN ACCORDANCE WITH OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. 12264 12264 SW SCHOLLS FERRY ROAD ALUM ALS LAV LAVATORYtE kE CONSTRUCTION SHALL MEET THE REQUIREMENTS FOR THE CITY OF TIGARD,STATE OF OREGON. ('� (` Q'f APPROX APPROXIMATE LT LIGHT RECEIVED o TI GARD OREGON 9 1 22 3 ARCH ARCHITECTURAL URAL LT MAI T LIGHT WEIGHARCHITECTURAL D l+LiT'T*>C/'+TT Tp A T C. CONTRACTOR TO MAINTAIN A COMPLETE,TOP QUALITY,AS BUILT DRAWINGS FOR SUBMITTAL ASTM AMERICAN SOCIETY FOR TESTING MAINT MAINTENANCE t�1�L�i111�l�1 lJ I�t�L TO ARCHITECT UPON COMPLETION OF CONSTRUCTION. .* DBA MATERIALS ATDEFORMEDIALSBAR ANCHOR MAXT MAXIMUMTERIAL A100 DEMOL111ON AND EXISTING&EQUIPMENT PLAN AUG 8 2019 ,.,�L� I A A101 FLOOR PLAN tE D. WOOD AND COMBUSTIBLE MATERIALS IN CEILINGS AND CONCEALED SPACES IS TO BE C., BD BOARD MO MASONRY CONTROL JOINT A I 1 I REFLECTED CEILING PLAN CITY OF TIGARD I a 75 BUILDING DIVISION o H CONSTRUCTED PER IBC 603. BIIUM BITUMINOUS MECH MECHANICALca Eb BLDG BUILDING MER MANUFACTURER A401 INTERIOR ELEVATIONS&FINISH SCHEDULE o 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 p EI- REGULATIONS. BP BASE PLATE MO MASONRY OPENING MO I DOOR,WINDOW&WALL TYPES&SCHEDULES ERG BEARING MTL METAL t i F. ALL FURRING AND BLOCKING SHALL MEET THE REQUIREMENTS OF IBC 603. ' BTWN BETWEEN NIC NOT IN CONTRACT w in I VICINITY MAP / SITE PLAN CODE INFORMA TT_nN CERAMIC NO NUMBER Q �. a a G. THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON 1 - - . , - - - - 0 , _ •1 • - - CJ CONTROL/CONSTRUCTION JOINT NTS NOT TO SCALE STRUCTURAL a s THE EXISTING CONDITIONS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF State of Oregon Structural Specialty Code C' CEILING OC ON CENTER : ! I I c S ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS. EACH CODE: IBgOCLR CLEAR OD OUTSIDE DIAMETER S101 CONSTRUCTION DETAILS x 1 k TRADE SHALL EXAMINE THE PREMISES PRIOR TO COMMENCING HIS WORK TO INSURE THAT Spri gwood Drive 2014 OREGON STRUCTURAL SPECIALTY CODE CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE 5M M I I at o E B CONDITIONS ARE APPROPRIATE FOR HIS WORK TO COMMENCE.AREAS NOT APPROPRIATE 2017 OREGON ELECTRICAL SPECIALTY CODE Concrete and Reinforcing Steel CONC CONCRETE OH OVERHEAD 5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.COMMENCING WORK IMPLIES 2017 OREGON PLUMBING SPECIALTY CODE CONT CONTINUOUS OPP OPPOSITE MECHANICAL Bolla Installed in Concrete CONST CONSTRUCTION PART PARTITION q ACCEPTANCE OF EXISTING CONDITIONS. 2014 OREGON MECHANICAL SPECIALTY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 0Special Moment Resisting Concrete Frame COORD COORDINATE PCF POUNDS PER CUBIC FOOT M001 TITLE SHEET EE. H. COORDINATE ALL DIMENSIONS,CONDITIONS AND DETAILS WITH STRUCTURAL,CML, ICC/A 117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACIL CP CAP PLATE PERP PERPENDICULAR M201 MECHANICAL PLAN LANDSCAPE,MECHANICAL,PLUMBING,ELECTRICAL,FIRE PROTECTION DRAWINGS AND 1 0 Reinforcing Steel&Prestressing Steel Tendons CT COUNTERTOP PL PLATE W MATERIAL SUPPLIERS. �rl►1�� mg ! JURISDICTION: CTJ CONTRACTION JOINT PLF POUNDS PER LINEAL FOOT M701 MECHANICAL DETAILS&SCHEDULES z.gAID ' N OCX-LAIR >< TIGARD,OREGON ❑ Structural Welding DBL DOUBLE PNTD PAINTED ` FOODS, 0 Hi h-Strep ht BoltingDEPT o! I. ALL SECURITY DEVICES MUST BE PHYSICALLY INTEGRATED. FREESTANDING PEDESTALS OR 1??t4 I 9 9 DEPARTMENT PROF PROTECTION HANGING DEVICES CONTAINING SENSOR EQUIPMENT ARE PROHIBITED. '22?f GENERAL: DET DETAIL PSF POUNDS PER SQUARE FOOT PLUMBING a 122200, �. ____ - -. • TYPE OF CONSTRUCTION: VB i* ❑ Structural Masonry DWGS DRAWINGS PSI POUNDS PER SQUARE INCH THE CONTRACTOR HALL BE RESPONSIBLE FRP NEA EACH QUANTITY P201 WASTE&VENT AND WATER&NAT GAS PLUMBING PLANS J J. S SPONSI LEO PROVIDING ALL MATERIALS AND WORKMANSHIP OCCUPANCY CLASSIFICATION: B(BUSINESS) 0 Reinforced Gypsum Concrete } IN ACCORDANCE WITH THE APPLICABLE INTERNATIONAL BUILDING CODE, ++J • I 1 T1_SL SEPARATION: NON-SEPARATED IJ EXPANSION JOINT RD ROOF DRAIN P202 SHOWER STEAM GENERATOR PLUMBING PLAN ` ' HANDICAPPED ACCE551BILITY CODE,AND ALL APPLICABLE ORDINANCES INCLUDING STATE AND ..i FIRE SPRINKLERS: YES : ❑ Insulating Concrete Fill ELEV ELEVATION RAD RADIUS P203 ISOMETRIC PLUMBING DIAGRAM LOCAL BUILDING CODES AND REQUIREMENTS. ! TENANT SPACE AREA: 2,282 S.F. EQ EQUAL REINF REINFORCED �• �7I5s ❑ Spray Applied Fire-Resistive MaterialsP701 PLUMBING DETAILS&SCHEDULES ORDER .� HAPNUMBER OF STORIES: 1 STORY ABOVE GRADE EW EACH WAY REQ'D REQUIRED K. THE CONTRACTOR SHALL CONFIRM IN WRITING,APPROXIMATE ON-SITE DELIVERY DATES FOR t- L - REQUIRED MEANS OF EGRESS: I EXITS REQUIRED AS PER TABLE l)I5❑ Pilings, Oriiked Piers and Caissons EXIST EXISTING RM ROOM �2 EXPAN EXPANSION RD ROUGH OPENING �,�P ARCHITECTURE g ALL CONSTRUCTION ITEMS AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS, . 0 Shotcrete a I AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DELAYS AFFECTING OCCUPANCY. N ri ce PLUMBING FIXTURE ANALYSIS(IBC CHAPTER 29): EWC EEXT LECTRIC WATERCOOLER SDI SCHEDULE ELECTRICAL ff‘+ .� TENANT SPACE OCCUPANTS: 23 ❑ Special Gradu-, Ycavation and Filing STEEL DECK INSTITUTE T 801.597.7641 r L. SUBSTITUTIONS,REVISIONS AND/OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL BY THE i TENANT SPACE WATER CLOSETS REQUIRED: 1125=1(1 PRI I1 9) H) FLOOR DRAIN SHR SHOWER E001 ELECTRICAL GENERAL SHEET ARCHITECT AND OWNER. ' ' !2212 TENANT SPACE LAVATORIES REQUIRED: 1140=I I PRUI MO SmoNr-Control;;y:••::*tis FDTN FOUNDATION SHT SHEET E101 LIGHTING PLAN v1 NIP EQ ( ) 541 WEST 6570 SOUTH FE FIRE EXTINGUISHER SIM SIMILAR E201 POWER PLAN 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 PROVIDE!) ❑ Othe 'ctiuns. _.�. FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATION ( E501 ELECTRICAL DETAILS WORK INCLUDING BUT NOT LIMITED TO MECHANICAL,ELECTRICAL,TELEPHONE AND LIGHTING TENANT SPACE DRINKING FOUNTAINS REQUIRED: I (2 PROVIDED) - FF FINISH FLOOR STC SOUND TRANSMISSION COEFFICIENT paul@order-arch.com (INCLUDING PIPING,DUCTWORK AND CONDUIT,)AND THAT ALL CLEARANCES FOR INSTALLATION 0' '1 e1' „ 122M FLR FLOOR STD STANDARD E601 ELECTRICAL SHEDULES www.order-arch.com AND MAINTENANCE ARE PROVIDED. 712fi IOW* FT FEET/FOOT STIFF STIFFENER I FTG FOOTING STRUCT STRUCTURAL E .FP" GA GAGE IGAUGE SUSP SUSPENDED N. NO WORK DEFECTNE IN CONSTRUCTION OR QUALITY,OR DEFICIENT IN ANY REQUIREMENT OF Tlllr a ,- - • 12216 GAL GALLON TBC TOP BACK OF CURB THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE.THE OWNER'S OR ARCHITECT'S FAILURE TO __ DISCOVER OR POINT OUT DEFICIENCIES OR DEFECTS DURING CONSTRUCTION SHALL NOT -_ . GALV GALVANIZED THRU THROUGH TANK NOTES lI2t �1 STON E J -..-.inn GFCT GROUND FAULT CIRCUIT TO TOP OF RELIEVE THE CONTRACTOR OF RESPONSIBILITIES.DEFECTIVE WORK REVEALED WITHIN THE ' `• I ----I I INTERUPTOR TOA TOP OF ASPHALT TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT st GPM GALLONS PER MINUTE TOF TOP OF MARKING OF THE CONTRACT.NO PAYMENT,EITHER PARTIAL OR FINAL SHALL BE CONSTRUED AS AN UP A. CRYOGENIC CONTAINERS AND SYSTEMS SHALL BE MARKED IN ACCORDANCE WITH THE ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. GND GROUND TOS TOP OF SLAB OR SIDEWALK a - P-Esn GOVT GOVERNMENT TOW TOP OF WALL FOLLOWING: GYP BD GYPSUM BOARD TYP TYPICAL B. VISIBLE HAZARD IDENTIFICATION SIGNS INACCORDANCE WITH NEPA 704 SHALL BE PROVIDEI)r 0. THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONSTRUCTION AND SHALL BE R03d HC HANDICAPPED UNO UNLESS NOTED OTHERWISE AT ENTRANCES TO BUI DINGS OR ARI AS IN WHICH CRYOGENIC FLUIDS ARE STORED, RESPONSIBLE FOR REPAIRING ALL DAMAGES CAUSED BY THEMSELVES OR BY THEIR '• PEtni SW �chails f eflY HANDLED OR USED. SUB-CONTRACTORS. HDW HARDWARE VCT VINYL COMPOSITION TILE FTM HOLLOW METAL VERT VERTICAL C. STATIONARY AND PORTABLE CONTAINERS SHALL BE MARKED WITH THE NAME OF THE GAS �*1 HORIZ HORIZONTAL VEST VESTIBULE CONTAINED.STATIONARY ABOVE-GROUND CONTAINERS SHALL BE PLACARDED IN �Li P. THE CONTRACTOR SHALL REVIEW,APPROVE,STAMP,AND SUBMIT TO THE ARCHITECT,WITH ARCHITECT OWNER HR HOUR VIF VERIFY IN FIELD ACCORDANCE WITH SECTIONS 5003.5 AND 5003.6.PORTABLE CONTAINERS SHALL BE REASONABLE PROMPTNESS,AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK, HT HEIGHT Wb WOOD IDENTIFIED IN ACCORDANCE WITH CGA C-7. _ �N PRODUCT DATA, SHOP DRAWINGS AND SAMPLES FOR THE PROJECT. HVAC HEATING 1 VENTILATION/AIR WWF WELDED WIRE FABRIC D. STATIONARY CONTAINERS SHALL BE IDENTIFIED WITH THE MANUFACTURING SPECIFICATION ORDER ARCHITECTURE RESTORE HYPER-WELLNESS PORTLAND CaNDTTIOxrNG AND MAXIMUM ALLOWABLE WORKING PRESSURE WITH A PERMANENT NAMEPLATE.THE Q. BY APPROVING STAMPING,AND SUBMITTING SHOP DRAWINGS,PRODUCT DATA AND SAMPLES, NAMEPLATE SHALL BE INSTALLED ON THE CONTAINER IN AN ACCESSIBLE LOCATION.THE O THE CONTRACTOR REPRESENTS THAT THEY HAVE DETERMINED AND VERIFIED MATERIALS,FIELD METRO NAMEPLATE SHALL BE MARKED IN ACCORDANCE WITH THE ASME BOILER AND PRESSURE MEASUREMENTS,AND FIELD CONSTRUCTION CRITERIA RELATED THERETO AND THAT THEY HAVE VESSEL CODE OR DOTN 49 CFR PARTS 100-185. gl..4IxN CHECKED AND COORDINATED THE INFORMATION WITHIN SUCH SUBMITTALS WITH THE 541 WEST 6570 SOUTH 4871 MEADOW ROAD, SUITE 173 E. CONTAINER INLET AND OUTLET CONNECTIONS,LIQUID-LEVEL LIMIT CONTROLS,VALVES AND REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS. PRESSURE GAUGES SHALL HE IDENTIFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: g g riz MURRAY,UTAH 84123 LAKE OSWEGO,OR 97035 I.MARKED WITH A PERMANENT TAG OR LABEL IDENTIFYING THE FUNCTION. R. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE B: 801.597.7641 B: 2.IDENTIFIED BY A SCHEMATIC DRAWING THAT PORTRAYS THE FUNCTION AND �- Z REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S REVIEW OF THE SHOP FFSYMBOL LEGEND DESIGNATES WHETHER CONNECTED TO THE VAPOR OR LIQUID SPACE OF THE F�4w C . : DRAWINGS,PRODUCT DATA,OR SAMPLES. CONTAINER. M: 801.597.7641 M: 360.823.7223 C - GRID LINES F. WHERE A SCHEMATIC DRAWING IS PROVIDED,IT SHALL BE ATTACHED TO THE CONTAINER a S. THE CONTRACTOR SHALL ASSIST IN THE COORDINATION OF'NEC.' ITEMS INCLUDING AND MAINTAINED IN A LEGIBLE CONDITION. E ' em FURNITURE INSTALLATION,EQUIPMENT INSTALLATION,TELEPHONE WORK,ETC. CONTACT: PAUL NIELSEN CONTACT: NATE FENNELL DETAIL SYMBOL G. PIPING SYSTEMS SHALL BE IDENTIFIED IN ACCORDANCE WITH ASME A13.1. O 0XX O EMAIL: paulcnielsen@hotmail.com EMAIL: nate@restorecryotherapy.com DETAIL REFERENCE H. EMERGENCY SHUTOFF VALVES SHALL BE IDENTIFIED AND 711E LOCATION SHALL BE CLEARLY T. ALL PARTITIONING AND CEILINGS SHALL BE BRACED IN COMPLIANCE WITH THE REQUIREMENTS AXXX SHEET REFERENCE VISIBLE AND INDICATED BY MEANS OF A SIGN. L) OF ALL APPLICABLE SEISMIC AND BUILDING CODES. MECHANICAL ENGINEER ELECTRICAL ENGINEER U. THE CONTRACTOR SHALL PROVIDE METAL BACKING PLATES,OR FIRE TREATED WOOD JTB HVAC & PLUMBING ROCKY MOUNTAIN CONSULTIIFGWALL SECTION SYMBOL SECURITY clEll BLOCKING,AS REQUIRED IN WALLS BEHIND ALL WALL MOUNTED ITEMS OF CASEWORK, - SECTION REFERENCE 1. CRYOGENIC CONTAINERS AND SYSTEMS SHALL BE SECURED AGAINST ACCIDENTAL .... FEr -+ ACCESSORIES,ETC. AXXX • SHEET REFERENCE DISLODGEMENT AND AGAINST ACCESS BY UNAUTHORIZED PERSONNEL IN ACCORDANCE WM N ENGINEERING ENGINEERS, INC. THE FOLLOWING: N V. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL FIELD DIMENSIONS INDICATED BY 10459 SOUTH 1300 WEST'SUITE 203 2117 SOUTH 3600 WEST 2. CONTAINERS AND SYSTEMS SHALL BE SECURED AGAINST UNAUTHORIZED ENTRY AND .-I "VERIFY"IN THE CONTRACT DOCUMENTS AND SHALL REVIEW ANY DISCREPANCIES WITH THE I XX BUILDING SECTION SYMBOL SAFEGUARDED IN AN APPROVED MANNER. O ARCHITECT BEFORE PROCEEDING. SOUTH JORDAN,UTAH 84095 SALT LAKE CITY,UTAH 84119 • - SECTION REFERENCE 3. STATIONARY CONTAINERS SHALL BE SECURED TO FOUNDATIONS IN ACCORDANCE WITH THE B: 801.849.8590 B: 801.566.0503 AXXX - SHEET REFERENCE INTERNATIONAL BUILDING CODE.PORTABLE CONTAINERS SUBJECT TO SHIFTING OR UPSET W. ALL CLEAR(CLR.)DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECTS APPROVAL. SHALL BE SECURED.NESTING SHALL BE AN ACCEPTABLE MEANS OF SECURING CONTAINERS. F: F: 4. VAPORIZERS,HEAT EXCHANGERS AND SIMILAR EQUIPMENT SHALL BE ANCHORED TO A CID X. PRIOR TO CONSTRUCTION,DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS, XX EXTERIOR ELEVATION SYMBOL SUITABLE FOUNDATION AND ITS CONNECTING PIPING SHALL BE SUFFICIENTLY FLEXIBLE TO ENGINEERING DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. M: 801.849.8590 M: 801.599.2336 w� ELEVATION REFERENCE PROVIDE FOR THE EFFECTS OF EXPANSION AND CONTRACTION DUE TO TEMPERATURE CONTACT: FAISAL ALSALMANY CONTACT: DAVID STEWARD � ' • - SHEET REFERENCE CHANGES. Y. DIMENSIONS TAKE PRECEDENCE OVER SCALE OF THE DRAWING.DRAWINGS SHOULD NOT BE 5. CONTAINERS,PIPING,VALVES,PRESSURE RELIEF DEVICES,REGULATING EQUIPMENT AND SCALED WITHOUT APPROVAL OF ARCHITECT. EMAIL: falsalmany@JTBEngineering.net EMAIL: david(a rmceut.com INTERIOR ELEVATION SYMBOL OTHER APPURTENANCES SHALL BE PROTECTED AGAINST PHYSICAL DAMAGE AND STRUCTURAL XX XX ELEVATION REFERENCE,TYPICAL TAMPERING. Z. ALL TOILET ROOMS AND ELEVATIONS SHALL BE IN COMPLIANCE WITH CURRENT APPLICABLE SHEET REFERENCE CODES AS PER THESE DRAWINGS. DYNAMIC STRUCTURES xx DEFERRED SUBMITTALS AA. ALL DRAWINGS,NOTES,AND SPECIFICATIONS ARE CONSIDERED COMPLIMENTARY AND WHAT IS UPPERROOM SYMBOL CALLED FOR BY ONE WILL BE BINDING TO ALL. ANY WORK SHOWN,OR REFERRED TO,IS BINDING LOWER- - - ROOM NAME I. SIGNAGE(SEPARATE PERMIT) TO ALL. ` 0000 - .ROOM NUMBER 2. FIRE SPRINKLERS 1887 NORTH 1120 WEST 3. FIRE ALARM CITY OF TIGARD AB. ARCHITECT SHALL NOT BE LIABLE FOR WORK.REGARDING THE IDENTIFICATION, REPAIR, PROVO,UTAH 84604 a CEILING SYMBOL J�wt.D FOR CODE COMPLIANCE Z N-a A Rey�f REMOVAL OR ENCAPSULATION OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. (0000001 I ROOM NUMBER +�� CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER IF ANY MATERIALS ENCOUNTERED B: 801.356.1140 g'-0" !� CEILING FINISH TYPE Approved: ] @ UL C. SEN -' REQUIRING TESTING OR ABATEMENT.ALL ASBESTOS IDENTIFICATION AND REMOVAL IS TO BE COMPLETED UNDER SEPARATE CONTRACT AND PRIOR TO COMMENCEMENT OF DEMOLITION F: 801.356.0001 CEILING HEIGHT OTC: [ ] AND/OR REMODELING WORK DESCRIBED IN OUR DOCUMENTS. M: Permit #: &U,,,_�O19- O n ab 1 ‘'6. 4e4---.- SLC CONTACT: JAY ADAMS MAIN LEVEL ELEVATION CONTROL OR DATUM POINT Address: 100-0° 1 '� Sw SGr'1�i I ,t ''herr) Al 2292 �� t EMAIL:,lay agdstructures.com By: � #y j q OF Q� Dates FIRE GENERAL NOTES (WO WINDOW OR STOREFRONT NUMBER , 1.REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED ACCUMULATED. BE SUBMITTED WITHIN A TIMELY MANNER(30 CALENDAR DAYS OF THE ORIGINAL BUILDING INSTALLED IN CONCEALED PLENUM SPACES SHALL BE TESTED IN ACCORDANCE WITH APPROVALS PROJECT NUMBER 001 DOOR NUMBER 157.1901 DURING CONSTRUCTION AND DEMOLITION,REMODELING OR ALTERATIONS AND ADDITIONS T O • IN EVERY STORAGE AND CONSTRUCTION SHED. PERMIT ISSUANCE DATE).THE FINAL INSPECTION APPROVAL(IBC 110.3.10)CANNOT BE ISSUED AMERICAN SOCIETY OF TESTING MATERIALS(ASTM)E 84 AND HAVE A FLAME SPREAD OF 0-25 THE BUILDING.FIRE PREVENTION BUREAU STAFF SHALL APPROVE REVIEW OF ANY EXITING • ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WI/ERE SPECIAL AND NO BUILDING OR STRUCTURE CAN BE USED OR OCCUPIED(13C 111.1)UNTIL ALL THE FIRE ANDA SMOKE INDEX OF 0-50. ALTERATIONS.AS REQUIRED IN TFC SECTION 33112. HAZARDS EXIST INCLUDING,BUT NOT LIMITED TO,THE STORAGE AND USE OF DEFERRED SUBMITTED ITEMS ARE APPROVED BY THE BUILDING AND FIRE OFFICIALS." FLAMMABLE AND COMBUSTIBLE LIQUIDS. A.FIRE PERMITS SHALL BE IN ACCORDANCE WITH IFC SECTIONS 105.1.1 THROUGH 105.7.16. 8.WHEN THE INTERSTITIAL SPACES SUCH AS A PLENUMS,DUCT LINERS AND SOUND ABSORBING © WALL TYPE REFERENCE COVER SHEET AND 2.AUTOMATIC FIRE SPRINKLER,FIRE SUPPRESSION AND FIRE ALARM SYSTEMS WHEN TAKEN THE FOLLOWING ITEM(S)REQUIRE A SEPARATE FIRE PERMIT: BAITS(WHETHER SUPPLY OR RETURN)ARE USED FOR ENVIRONMENTAL AIR THEY SHALL BE OUT OF SERVICE ARE REQUIRED TO HAVE THE FIRE PREVENTION BUREAU NOTIFIED AT(801) 4.ALL FIRE PROTECTION AND DETECTION SYSTEMS SHALL HAVE THE PIPING AND WIRING A.AUTOMATIC FIRE SPRINIaE R SYSTEM,AND NON-COMBUSTIBLE CONSTRUCTION OR HAVE A FLAME SPREAD RATING OF 0-25 AND SMOKE GENERAL NOTES 799-4150.THE DURATION OF TIME AND THE DATE MUST BE STATED TO INCLUDE THE DATE EXPOSED FOR INSPECTION.THE PIPING AND WIRING MAYBE COVERED AFTER THE FIRE B.OCCUPANT NOTIFICATION(FIRE ALARM SYSTEM) INDEX OF 0-50 WHEN TESTED IN ACCORDANCE TO ASTM E-84. 111 KEYNOTE REFERENCES WHICH THE FIRE PROTECTION EQUIPMENT WILL BE PLACED IN SERVICE.AS REQUIRED IN IFC INSPECTION OF THE SYSTEMS HAS BEEN SATISFACTORY COMPLETED. CHAPTER 33. 6.THERMAL AND SOUND INSULATION AND COVERING WHICH ARE INSTALLED IN CONCEALED ..:1,r'Tr' __UiGARD DRAWING NUMBER 5.PROVIDE SIGNED AND STAMPED"FIRE DEFERRED SUBMITTAL AGREEMENT'THE FIRE AND EXPOSED SPACES AND AS COVERING OVER PIPE AND TUBING SHALL BE TESTED IN EXTINGUISHER CABINET-SEE REFERENCED Approved, b Planning DETAIL 3.PROVIDE A MINIMUM 2A:10 BC RATED FIRE EXTINGUISHERS WITHIN 75 FOOT TRAVEL DEFERRED AGREEMENT CAN BE DOWNLOADED FROM THE CITY WEBSITE. FIRE SUPPRESSION, ACCORDANCE WITH AMERICAN SOCIETY OF TESTING MATERIALS(ASTM)E 84 AND HAVE A FEC (� DISTANCE TO ALL SPACES IN THE STRUCTURE.DURING CONSTRUCTION,ALTERATION OR DETECTION AND SITE UTILITY DRAWINGS FOR FIRE PROTECTION,ARE DEFERRED SUBMITTALS FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. Date: I DEMOLITION IN THE FOLLOWING AREAS AS REQUIRED IN IFC CHAPTER 33: AND REQUIRE A SEPARATE BUILDING PERMIT.THESE DRAWINGS ARE NOT APPROVED AS PART P-01 TILT-UP PANEL DESIGNATION Initials: G001 Ale- - • AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE OF THIS SUBMITTED PACKAGE."ALL FIRE DEFERRED(IBC 107.3.4.1)SUBMITTAL ITEM(S)NEED TO 7.THERMAL AND SOUND INSULATION AND COVERING OVER PIPE AND TUBING WHICH ARE I I I I I I - i i i I I i _ _ PROJECT SPECIFICATIONS F d GENERAL CONDITIONS FOR CONSTRUCTION: SPECIFICALLY ,ME ARCHITECT MAY REQUEST TO 3 ESTED SUCH WORK AND IT STO EXAMINEOHAL TR O BE UNCOVERED BYITS BEINGDTHE CONTRACTOR.IF NON-STRUCTURAL METAL A. STEEL STUDS AND RUNNRERS:AMING: M C 645. 12. D FINISH AT CUTS. EHANDLE AIR STODAMAGERE AND INSTALL FIRE-RETARDANT-TREATED WOOD TO COMPLY WITH C.FINISH 41. INISH LEVELS SHALL CCO PLY WITH STM G8 0 FINISH LPO)COAT:READY-MIX DRYING-TYPE OR TOPPING COMPOUND. MANUFACTURER'S AN FACAL OR TUREEXTRUDED ANDARDU MO DING OR EOF TYPES DGES PROFILES AND PENETRATIONSOR,IF NOT THAT FIT TYPE OF�D, 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,BEAT 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 HEADATTACHEDzo A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE iF SUCH WORK IS NOT IN ACCORDANCE WiTH THECONTRACT DOCUMENTS,CORRECTION B. SLIP-TYPE JOINTS: WHERE INDICATED,PROVIDE THEFOLLOWING: 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 SPECIFIED IN THIS F~ PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR.THE CONTRACT SHALL BE AT 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 REQUIRED 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 FOR A COMPLETE INSTALLATION. NOT PROCEED WITH INSTALLATION UNTIL SATISFACTORY CONDITIONS HAVE BEEN CORRECTED. AS W 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 PAiNT; 13.MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE o TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY C. THEWHETHERCONTRACTOR 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 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 UNITS AT BORDERS,AND COMPLY WITH REFLECTED CEILING PLANS. (( ( 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 TO REMAIN NATURAL.WERE AN ITEM OR SURFACE 1S NOT SPECIFICALLY MENTIONED,PAINT 14.INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS \ \1\t\I\I\ EXECUTION OF CONTRACT DOCUMENTS: FABRICATED,INSTALLED OR COMPLETED.COSTS OF CORRECTING SUCH REJECTED WORK, 1. MINIMUM BASE-METAL THICKNESS: AS INDICATED ON DRAWINGS. PROPERLY AND ARE ACCURATELY ALIGNED.ADJUST HARDWARE TO CENTER DOORS AND THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES.IF COLOR OR FINISH IS NOT WITHIN CEILING PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURAL OR CEILING A. EXECUTION OF THE CONTRACT BY THE CONTRACTOR IS A 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 DESIGNATED,THE TENANT I CONSTR.MGR.WILL SELECT FROM STANDARD COLORS OR FINISHES SPLAY WHERE REQUIRED TO MISS AND F¢ O. N CONTRACTOR HAS VISITED THE SITE,BECOME GENERALLY FAMILIAR WITH LOCAL ARCHITECTS SERVICES AND EXPENSES MADE NECESSARY THEREBY,SHALL BE AT THE REDUCE SOUND TRANSMISSION. INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED.MAINTAIN VENEER SUSPENSIONSPET RESULTING SYSTEM.SPLAY HANGERSFORONLY BY BRACING,COUNTERS MISS OBSTRUCTIONSNG,OR OTHER EQUALLY A ': s 8 CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATED PERSONAL CONTRACTOR'S EXPENSE. 1. CONFIGURATION: ASYMMETRICAL OR HAT SHAPED. SEQUENCE MATCHING(IF ANY)OF CABINETS WITH TRANSPARENT FINISH. AVAILABLE. OFEFFECTIVE MEANS. o A -' 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 I/2 15.ANCHOR TOPS SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED. 2.DO NOT PAINT OVER UNDERWRITER'S LABORATORIES,FACTORY MUTUAL OR OTHERQ 15.WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES 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 CODE-REQUIRED LABELS OR EQUIPMENT NAME,IDENTIFICATION,PERFORMANCE RATING,OR HANGER SPACES THAT INTERFERE WITH THE LOCATION OF HANGERS AT SPACING REQUIRED TO z 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. NOMENCLATURE LABELS. C J;A A. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS,INCLUDING THOSE IN APPLICABLE SPECIAL WARRANTY REQUIRED BY THE CONTRACT DOCUMENTS,ANY OF THE 2. FURRING BRACKETS: ADJUSTABLE,CORRUGATED-EDGE TYPE OF STEEL SHEET WITH 17.REPAIR DAMAGED AND DEFECTIVE WOODWORK WERE POSSIBLE TO ELIMINATE DEFECTS SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS,INSTALL SUPPLEMENTAL SUSPENSION w ELECTRONIC FORM,PREPARED BY THE ARCHITECT AND TE ARCHITECTS CONSULTANTS WORK3.PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE MEMBERS AND HANGERS IN FORM OF TRAPEZE OR EQUIVALENT DEVICES.SIZE SUPPLEMENTAL E.-...1.o IS FOUND TO BE NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT MINIMUM BARE-STEEL THICKNESS OF 0.0312 INCH. FUNCTIONALLY AND VISUALLY;WHERE NOT POSSIBLE TO REPAIR,REPLACE WOODWORK. Q H F~ ▪ b. ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE E DOCUMENTS,TCONTRACTOR 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 u1 5. CONTRACTOR 1S DESCRIBED.THE CONTRACTOR MAY RETAIN ONE RECORD SET.NEITHER4.PROVIDE THE MANUFACTURER'S BESTQUALITY TRADE SALE PAINT MATERIAL OF THE LIMITS ESTABLISHED BY REFERENCED STANDARDS. ca F- NOTTCE 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. w 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.TOUCH UP FACTORY VARIOUS COATING TYPES SPECIFIED.PAINT MATERIAL CONTAINERS NOT DISPLAYING 16.SECURE WiRE HANGERS BY LOOPING,AND WIRE-TYiNG,EITHER DIRECTLY TO INSERTS, i o o 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 OTER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE,AND IN .81 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 SI7FS AND 5.DELIVER MATERIALS TO THE JOB SITE IN THE MANUFACTURER'S ORIGINAL UNOPENED A MANNER THAT WILL NOT CAUSE TEM 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. GYPSUM DRYWALLPACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. ELEVATED TEMPERATURES. ! I I I c c : .�; ARCHITECTTHE S CONSULTANTS SHALL BE DEEMED AUTHORS OF THEM AND WILL RETAIN RIGHTS TO REQUIRE CORRECTION BY THE CONTRACTOR AND TO MAKE A CLAIM FOR 1. 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 • i ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO TE BREACH OF WARRANTY.IF THE CONTRACTOR FAILS TO CORRECT NONCONFORMING WORK THAT APPLY TO FRAMING INSTALLATION. I.WHERE INDICATED,PROVIDE MATERIALS AND CONSTRUCTION,WHICH ARE IDENTICAL TO AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 DEG.F(7 DEG.C).MAI T'AN 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 ,,B 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 MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE OR FALL F A 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 TE 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 UNTIL 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 ARCHITECTS 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 TE 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 TEM DRY AND PROTECTED AGAINST 08.EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH PAINTING WILL BE PERFORMED FOR 19.DO NOT ATTACH HANGERS TO STEEL DECK TABS. :r a SUB-SUBCONTRACTOR OR MATERIAL OR EQUIPMENT SUPPLIER ON OTHER PROJECTS OR FOR AND AMOUNTS CHARGED TOTE CONTRACTOR ARE BOTH SUBJECT TO PRiOR APPROVAL OF 1.PROVIDE EXTRUDED ALUMINUM COMPONENTS OF NOT LESS THAN.062 INCH THICK MATERIAL. DAMAGE FROM WEATHER,DIRECT SUNLIGHT,SURFACE CONTAMINATION,CORROSION, COMPLIANCE WITH REQUIREMENTS FOR APPLICATION OF PAINT.DO NOT BEGIN PAINT 20.DO NOT ATTACH HANGERS TO STEEL ROOF DECK.ATTACH HANGERS TO STRUCTURAL V°` 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 NEPA 80 FOR FiRE RATED ASSEMBLIES. CONSTRUCTION TRAFFIC AND OTHER CAUSES.NEATLY STACK GYPSUM BOARDS FLAT TO APPLICATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. MEMBERS. o WRITTEN CONSENT OF THE OWNER,ARCHITECT AND THE ARCHITECT'S CONSULTANTS.THE SUFFICIENT TO COVER SUCH AMOUNTS,THE CONTRACTOR SHALL PAY THE DIFFERENCE TO 2.FABRICATE FRAMES FOR DRYWALL SLIP-ON TYPE THROAT SIZE AS REQUIRED FOR SCHEDULED PEVENT SAGGING. CONTRACTOR,SUBCONTRACTORS,SUB-SUBCONTRACTORS AND MATERIAL OR EQUIPMENT THE OWNER. 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 21.SPACE HANGERS NOT MORE THAN 4'0"O.C.ALONG EACH MEMBER SUPPORTED DIRECTLY 3.INSTALL CEILING TRACK AND TRIM IN THE LONGEST POSSIBLE LENGTHS WITH NO SECTION FIXTURES,AND SWEAR ITEMS IN PLACE THAT ARE NOT TO BE PAINTED,OR PROVIDE SURFACE- FROM HANGERS,EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS,UNLESS OTHERWISE �m� SUPPLIERS ARE AUTHORIZED TO USE AND REPRODUCE APPLICABLE PORTIONS OF THEBEND OR OTHERWISE DAMAGE METAL CORNER BEAD AND TRIM. s IAPPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING.REMOVE THESE ITEMS IF SHOWN. 1 1 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 NECESSARY FOR COMPLETE PAINTING OF THE ITEMS AND ADJACENT SURFACES.FOLLOWING 22.INSTALL EDGE MOLDINGS OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA E THE ARCHITECTS CONSULTANTS APPROPRIATE TO AND FOR USE IN TE EXECUTION OF GENERAL REQUIREMENTS. AND CONNECTIONS ARE TIGHTLY BUTTED AND PROPERLY ALIGNED. GYPSUM BOARD TO COMPLY WITH ASTM C 840 AND WITH GYPSUM BOARD MANUFACTURERS COMPLETION OF PAINTING OPERATIONS IN EACH SPACE OR AREA,HAVE ITEMS REINSTALLED BY AND WERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL CEILING UNITS.SEALANT BED: ORDER 1 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. 1-..., AUTHORIZATION SHALL BEAR THE STATUTORY COPYRIGHT NOTICE,IF ANY,SHOWN ON THE OWNER PROVIDED EQUIPMENT: COMPLETION OF INSTALLATION SHALL BE UNIFORM IN FINISH AND COLOR. 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 t o DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT AND A. OWNER WILL FURNISH PRODUCTS INDICATED. THE WORK INCLUDES PROVIDING SUPPORT TREATMENT MATERIALS.AVOID DRAFTS DURING DRY,HOT WEATHER TO PREVENT MATERIALS 10.CLEAN AND PREPARE SURFACES TO BE PAINTED IN ACCORDANCE WITH THE BEFORE INSTALLING MOLDINGS.SCREW-ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT ARCHITECTURE THE ARCHITECTS CONSULTANTS.SUBMITTAL OR DISTRIBUTION TO MEET OFFICIAL SYSTEMS TO RECEIVE OWNER'S EQUIPMENT AND MAKING PLUMBING,MECHANICAL,AND FROM DRYING TOO RAPIDLY. MANUFACTURER'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 TI-IIS ELECTRICAL CONNECTIONS. HARDWARE: 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 V 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 801.597.7641 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 4 s•s• OR ARCHITECTS CONSULTANTS'COPYRIGHTS OR OTHER RESERVED RIGHTS. SAMPLES TO CONTRACTOR. > M' 541 WEST 6570 SOUTH 2. OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER-FURNISHED ITEMS 2•SUPPLY HARDWARE IN ACCORDANCE WITH BHMA GRADE 1 QUALITY STANDARDS. 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 3.GENERAL CONTRACTOR SHALL PROVIDE CONSTRUCTION CORES DURING CONSTRUCTION , MURRAY,UT 84123 CONTRACTOR: ACCORDING TO CONTRACTOR'S CONSTRUCTION SCHEDULE. CONSTRUCTION WERE 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 A. THE CONTRACTOR SHALL PERFORM THETHE PHASE.AT COMPLETION OF CONSTRUCTION,GENERAL CONTRACTOR SHALL REPLACE CORES WORK IN ACCORDANCE WITH 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 , @order-arch.com DOCUMENTS. CONTRACTOR SHALL BE PRESENT FOR AND ASSIST IN OWNER'S INSPECTION. WITH LOCKS KEYED TO BUILDING MASTER SYSTEM.CLOSERS SHALL BE ADJUSTED TO COMPLY 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 wPaulul order-arch.com B. TE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM TE 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 OTR 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. ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE ARRANGE FOR REPLACEMENT. OPENING FORCE NOT TO EXCEED 5 LB.FORCE. 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 ARCHITECT'S 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: 10.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 1.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 WERE 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 THE: 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.THE14.APPLY ADDITIONAL COATS WHEN UNDERCOATS,STAINS,OR OTHER CONDITIONS SHOW 1.OBTAIN EACH COLOR,GRADE,FINISH,TYPE,COMPOSITION AND VARIETY OF TILE FROM A MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF WORK RETURN THEM TO ARCHITECT NOTING DISCREPANCIES OR ANTICIPATED PROBLEMS OTHER MANUFACTURERS DEFECTS. 12.PROVIDE CORNER BEADS,EDGE TRIM AND CONTROL JOINTS THAT COMPLY WITH ASTM C 1047 THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR,AND SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN AND SHALL OBSERVE ANY CONDITIONS AT THE THESESITE AFFECTING IT. OBLIGATIONS ARE IN USE OF PRODUCT. 3.FLUSH WOOD DOORS SHALL BE CONSTRUCTED OF TO MEET OR EXCEED ANY!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 THE 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. CEMENTTfiOUS 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 15THE TERM EXPOSED SURFACES INCLUDES AREAS VISIBLE WHEN PERMANENT OR BUILT-1N AGGREGATE. DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED PROMPTLY TOTE .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 3.DELIVER AND STORE PACKAGED MATERIALS IN ORIGINAL CONTAINERS WITH SEALS 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 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_-_ 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 MADE OF HARDWOOD SPECIES GLUE BONDED TO INDICATED AND WITH RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER,OR NONE SURFACES.PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH MATTER AND OTHER CAUSES.MAINTAIN ENVIRONMENTAL CONDITIONS AND PROTECT WORK Q NOT AS A LICENSED DESIGN PROFESSIONAL UNLESS OTHERWISE SPECIFICALLY PROVIDED IN ITEMS INTO THE WORK CORE.RAILS ARE TO BE A MINIMUM 1 1/8"WIDE, Mme, THE CONTRACT DOCUCONTRACTOR IS NOT REQUIRED TO ASCERTAIN THAT THEB. OWNER-FURNISHED PRODUCTS: CORDURING AND AFTER INSTALLATION TO COMPLY WITH REFERENCED STANDARDS AND 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. `/ CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS,STATUTES, 1. AS DICTATED BY ARCHITECTURAL DRAWINGS. ANSI-A208.1 PARTICLE BOARD STANDARD.STILES AND RAILS SHALL BE SECURELY BONDED TO GYPSUM CO. 17.PAINT INTERIOR SURFACES OF DUCTS,WHERE VISIBLE THROUGH REGISTERS OR GRILLES, MANUFACTURER'S PRINTED RECOMMENDATIONS. O 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. F5.VENT TEMPORARY HEATERS TO EXTERIOR TO PREVENT DAMAGE TO TILE WORK FROM CARBON ^+1 N -+ c-1 DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY EXISTING CONDITIONS: 8.WHEN VENEER FOR TRANSPARENT OR OPAQUE FINISH 1S SPECIFIED,DOORS SHALL BE 5 PLY, IMPOSED BY STRUCTURAL MOVEMENT. 18.PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH DIOXIDE BU TDMPERATURES AT 65 DEG.10 DEG.C,.OR MORE IN TILED AREAS DURING-UP. gp. TO THE ARCHITECT. MADE UP OF 2 FACE VENEERS AND CROSSBANDS,ALL SECURELY BONDED TO THE CORE BY TE 16.SECURE HANGERS TO STRUCTURAL SUPPORT BY CONNECTING DIRECTLY TO STRUCTURE EXPOSED SURFACES. 6. . E. IF 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. WERE POSSIBLE;OTHERWISE CONNECT TO CAST-IN CONCRETE INSERTS OR OTHER ANCHORAGE19.OMIT PRIMER AT METAL SURFACES THAT HAVE BEEN SHOP-PRIMED. INSTALLATION AND FOR SEVEN DAYS AFTER COMPLETION,UNLESS HIGHER TEMPERATURES ARE Fri CLARIFICATIONS OR INSTRUCTIONS ISSUED BY THE ARCHITECT IN RESPONSE TO THE A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT 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. 1 O CONTRACTOR'S NOTICES OR REQUESTS FOR INFORMATION,THE CONTRACTOR SHALL MAKE REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO MATCHED WITH A CONTINUOUS GRAIN PATTERN. 17.DO NOT ATTACH HANGERS TO METAL DECK TABS. 20. TSCHEDULINGTED,OPAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 7.DELIVER EXTRA MATERIALS TO OWNER FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS Fii ' COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS PRETREATED,OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER = � A CLAIM.IF THE CONTRACTOR FAILS TO PERFORM THIS OBLIGATION,THE CONTRACTOR 10.WHEN PLASTIC LAMINATE IS USED AS FACE LAMINATE SHALL BE.050 STANDARD GRADE TO 18.DO NOT CONNECTOR SUSPEND STEEL FRAMING FROM DUCTS,PIPES OR CONDUIT. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION.ALLOW SUFFICIENT TIME INSTALLED AS DESCRIBED BELOW,PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND SHALL PAY SUCH COSTS AND DAMAGES TO THE OWNER AS WOULD HAVE BEEN AVOIDED IF FOLLOWS: 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. (� � TE CONTRACTOR HAD PERFORMED SUCH OBLIGATIONS.THE CONTRACTOR SHALL NOT BE B. PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY,FROM HIGHER TO LOWER LEVEL. TE CORE WITH TYPE I WATER-PROOF GLUE. 20.SWAY-BRACE SUSPENDED STEEL FRAMING WITH HANGERS USED FOR SUPPORT. DRIED TO WERE IT FEELS FIRM,AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE 8-TILE SPECIFIED IN THiS SECTION iS BASED UPON SPECIFIC PRODUCTS FORTE 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 FRAMING 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 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:AWL PREMIUM GRADE WITH GRADE A FACES,FACTORY FINISHED 22.INSTALL STEEL FRAMING COMPONENTS FOR SUSPENDED CEILINGS SO THAT CROSS FURRING 21.MINIMUM COATING THICKNESS:APPLY MATERIALS AT NOT LESS THAN THE MANUFACTURER'S APPROVAL OF EACH PRODUCT IS REQUIRED DURING BIDDING. L/1 Fri -r-= TE CONTRACTOR RECOGNIZED SUCH ERROR,INCONSISTENCY,OMISSION OR DIFFERENCE USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR B.PLASTIC 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 9.COMPLY WITH ANSI A137.1 AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC RECOMMENDED SPREADING RATE.PROVIDE A TOTAL DRY FILM THICKNESS OF THE ENTIRE '-' _. AND KNOWINGLY FAILED TO REPORT TT TO THE ARCHITECT. ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR HGS MEASURED BOTH LENGTHWISE ON EACH MEMBER AND TRANSVERSELY BETWEEN PARALLEL TILE FOR TYPES COMPOSITIONS AND GRADES OF TILE INDICATED. - SYSTEM AS RECOMMENDED BY THE MANUFACTURER. SAWING OR GRINDING,NOT HAMMERING AND CHOPPING,TO MINIMIZE DISTURBANCE OF C.PAINTED DOORS:MEDIUM DENSITY OVERLAY MEMBERS. rn �~-1 L. 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 MANUFACTURER'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 E INTENT OF TCONTRACT 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 WETIL RE EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT APPEARS, SUBMITTALS,BLEND TH,E IN FACTORY AND PACKAGE ACCORDINGLY SO THAT E UNITS TAKEN ,---1 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. MILLWORK 23.PROVIDE PAINT SYSTEMS AS FOLLOWS: 12.MIX MORTARS AND GROUTS TO COMPLY WiTH REQUIREMENTS OF REFERENCED STANDARDS [� FIRE WATCH AND]PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING 26.FRAME DOOR OPENINGS TO COMPLY WITH DETAILS INDICATED,WITH GA-219 AND WITH Q ` , 1.GENERAL CONTRACTOR TO SELECT A MILLWORK FIRM EXPERIENCED IN SUCCESSFULLY AND MANUFACTURERS INCLUDING THOSE FOR ACCURATE PROPORTIONING OF MATERIALS, SUBSTANTIAL COMPLETION: OPERATIONS. APPLICABLE PUBLISHED RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER ATTACH A.INTERIOR LOW LUSTER(EGGSHELL)ACRYLIC ENAMEL AT ALL GYPSUM BOARD WALLS, A. SUBSTANTIAL COMPLETION IS THE STAGE IN THE PROGRESS OF THE WORK WHEN THE WORK F. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. PRODUCING ARCHITECTURAL WOODWORK SIMILAR TO THAT INDICATED FOR THIS PROJECT, 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 MUCING EQUIPMENT,SELECTION OF MiXER SPEEDS, wax OR DESIGNATED PORTION THEREOF IS SUFFICIENTLY COMPLETE IN ACCORDANCE WITH THE G. REMOVE DECAYED,VERMIN-INFESTED,OR OTHERWISE DANGEROUS OR UNSUITABLE SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS 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 MIXING CONTAINERS,MIXING TIME AND OTHER PROCEDURES NEEDED TO PRODUCE MORTARS AND GROUTS OF UNIFORM UALITY WITH OPTIMUM PERFORMANCE CHARACTERISTICS FOR CONTRACT DOCUMENTS SO THAT THE OWNER CAN OCCUPY OR UTILIZE THEDELAY IN THE WORK. WORK FOR ITS MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. SECURE TO JAMB STUDS. AND AT CONCRETE AND MASONRY Q H. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHOD SUITABLE 2.MILLWORK FABRICATION TO COMPLY WITH APPLICABLE REQUIREMENTS OF"ARCHITECTURAL 27 FRAME OPENINGS OYER THAN DOOR OPENINGS TO COMPLY WITH DETAILS INDICATED OR IF C. INDICATED. INTENDED USE. WOODWORK QUALITY STANDARDS",CUSTOM QUALITY,PUBLISHED BY THE ARCHITECTURAL C.PAINT MANUFACTURER AND TYPE SHALL MATCH EXISTING SUITE WHERE PAINT IS CALLED B. WHEN THE CONTRACTOR CONSIDERS THAT THE WORK,OR A PORTION THEREOF WHICH THE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT OR DUST GENERATION. NONE INDICATED,IN SAME MANNER AS REQUIRED FOR DOOR OPENINGS;AND INSTALL FRAMING 13.EXAMINE SUBSTRATES AND AREAS WHERE TILE WILL BE INSTALLED,WITH INSTALLER WOODWORK INSTITUTE(AWI)EXCEPT AS OTHERWISE INDICATED. OUT TO MATCH EXISTING. OWNER AGREES TO ACCEPT SEPARATELY,IS SUBSTANTIALLY COMPLETE,THE CONTRACTOR L LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. PRESENT,FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER 3.MILLWORK FABRICATOR TO SUBMIT FOR APPROVAL BY ARCHITECT.SHOP DRAWINGS 24.PROTECT WORK OF OTHER TRADES,WHETHER TO BE PAINTED OR NOT,AGAINST DAMAGE BY 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. 28.LOCATE EXPOSED END-BUTT JOINTS AS FAR FROM CENTER OF WALLS AS POSSIBLE,AND CONDITIONS AFFECTING PERFORMANCE OF INSTALLED TILE. J. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY UNLESS SPECIFIED FOR USE SHOWING LOCATION OF EACH ITEM,DIMENSIONED PLANS AND LOCATION OF EACH ITEM, PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING,AND REPAINTING,AS - COMPLETED OR CORRECTED PRIOR TO FINAL PAYMENT.FAILURE TO INCLUDE AN ITEM ONSTAGGER NOT LESS THAN 24 INCHES IN ALTERNATE COURSES OF BOARD. 14.VERIFY THAT SUBSTRATES FOR SETTING TILE ARE FIRM,DRY,CLEAN AND FREE OF ALL WAXY SUCH LIST DOES NOT ALTER THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE ALL OTERWISE. 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 PAINTED 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 FOR A LiGHT CONTACT AT EDGES AND PROTECTION OF THEIR WORK AFTER COMPLETION OF PAINTING OPERATIONS. 15.DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORYCONDITIONS HAVEBEEN 4.COMPLETE FABRICATION,INCLUDING ASSEMBLY,FINISHING,AND HARDWARE APPLICATION, C. UPON RECEIPT OF THETHE CONTRACTOR'S LIST, ARCHITECT WILL MAKE AN INSPECTION TO WASTE/CLEAN UP NOTES: BEFORE SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE.DISASSEMBLE ENDS WITH NOT MORE THAN 1/16 INCH OPEN SPACE BETWEEN BOARDS.DO NOT FORCE INTO CORRECTED. DETERMINE WHETHER THE WORK OR DESIGNATED PORTION THEREOF IS SUBSTANTIALLY 1.COMPLY WITH SAFETY STANDARDS AND GOVERNING REGULATIONS FOR CLEANING PLACE. 25.AT OWNER'S OPTION,PROVIDE REMAINING PAINT TO BUILDING MAINTENANCE STAFF OR TO COMPLETE.IF THEARCHITECTS INSPECTION DISCLOSES ANY ITEM,WHETHER OR NOT OPERATIONS.WHERE EXTRA MATERIALS OF VALUE REMAINING AFTER COMPLETION OF COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION.WHERE NECESSARY FOR TEN 16.COMPLY WITH PARTS OF ANSI 108 SERIES OF TILE INSTALLATION STANDARDS INCLUDED FITTING AT SITE,PROVIDE AMPLE ALLOWANCE FOR SCRUBBING,TRIMMING,AND FITTING. 30.ATTACH GYPSUM BOARD TO STEEL STUDS SO THAT LEADING EDGE OR END OF EACH BOARD IS UNDER AMERICAN NATIONAL STANDARD SPECIFICATIONS FORTE INSTALLATION OF CERAMIC INCLUDED ON THE CONTRACTOR'S LIST,WHiCH IS NOT SUFFICIENTLY COMPLETE IN ASSOCIATED WORK HAVE BECOME OWNER'S PROPERTY,DISPOSE OF THESE TO OWNER'S BEST , ATTACHED TO OPEN(UNSUPPORTED)EDGE OF STUD FLANGE FIRST. TILE THAT APPLY TO TYPE OF SETTING AND GROUTING MATERIALS AND METHODS INDICATED. 5.FACTORY CUT OPENINGS,TO MAXIMUM EXTENT POSSIBLE,TO RECEIVE HARDWARE, 31.ATTACH GYPSUM BOARD TO SUPPLEMENTARY FRAMING AND BLOCKING PROVIDED FOR ACOUSTIC TILE CEILINGS: 17.TERMINATE WORK NEATLY AT OBSTRUCTIONS,EDGES AND CORNERS WITHOUT DISRUPTING .\\.% . / C ACCORDANCE WITH THE CONTRACT DOCUMENTS SO THAT THE OWNER CAN OCCUPY OR ADVANTAGE. H R UTILIZE THE WORK OR DESIGNATED PORTION THEREOF FOR ITS INTENDED USE,THE 2.CONTRACTOR TO PROVIDE FINAL CLEANING OF TE WORK,AT TIME INDICATED,CONSISTING APPLIANCES,PLUMBING FIXTURES,ELECTRICAL WORK,AND SIMILAR ITEMS.LOCATE OPENINGS ADDITIONAL SUPPORT AT OPENINGS AND CUT-OUTS. ��1�. ACCURATELY SIZED AND USE TEMPLATES OR ROUGHING-IN DIAGRAMS PRODUCE ACCURATELY 1.OBTAIN EACH TYPE OF ACOUSTICAL CEILING UNIT FROM A SINGLE SOURCE WITH RESOURCES PATTERN OR JOINT ALIGNMENTS. CONTRACTOR SHALL,BEFORE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL OF CLEANING EACH SURFACE OR UNIT OR WORK TO NORMAL"CLEAN"CONDITIONS.CLEANING 32.SPOT GROUT HOLLOW METAL DOOR FRAMES FOR SOLID WOOD CORE DOORS,HOLLOW METAL �, l' SHALL INCLUDE BUT IS NOT LIMITED TO: SIZED AND SHAPED OPENINGS.SMOOTH EDGES OF CUT-OUTS AND,WERE LOCATED IN TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES 18.ACCURATELY FORM INTERSECTIONS AND RETURNS.PERFORM CUTTING AND DRILLING OF UL C.NIE SEN COMPLETION COMPLETE OR CORRECT SUCH ITEM UPON NOTIFICATION BY THE ARCHITECT. COUNTERTOPS AND SIMILAR EXPOSURES,SEAL EDGES OF CUT-OOUTS WITH A WATER RESISTANT DOORS OVER 32 INCHES WIDE.APPLY SPOT GROUT AT EACH JAMB ANCHOR CLIP JUST BEFORE WITHOUT DELAYING PROGRESS OF THE WORK TILE WITHOUT MARRING VISIBLE SURFACES.CAREFULLY GRIND CUT EDGES OF TILE ABUTTING IN SUCH CASE,THE CONTRACTOR SHALL TEN SUBMIT A REQUEST FOR ANOTHER REMOVE LABELS WHICH ARE NOT REQUIRED AS PERMANENT LABELS INSERTING BOARD INTO FRAME. • r • COATING. 2.OBTAIN EACH TYPE OF SUSPENSION SYSTEM FROM A SINGLE SOURCE WITH RESOURCES TO TRIM,FINISH OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. INSPECTION BY THE ARCHITECT TO DETERMINE SUBSTANTIAL COMPLETION. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT CLEAN;REMOVE EXCESS 33.COVER BOTH FACES OF STEEL STUD PARTITION FRAMING WITH GYPSUM BOARD IN / GI&- LUBRiCATIONAND OYER 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 PATTERN.ALIGN JOINTS WHEN ADJOINING ‘ 6- D. WHEN THE WORK OR DESIGNATED PORTION THEREOF IS SUBSTANTIALLY COMPLETE,THE CONCEALED SPACES(ABOVE CEILINGS,ETC.)EXCEPT IN CHASE WALLS WHiCH ARE BRACED �, SLC WHERE PROJECTS HAVE INCLUDED EXTERIOR WORK OR STAGING: DAMAGE,SOILING AND DETERIORATION. WITHOUT DELAYING PROGRESS OF THE WORK. TILES ON FLOOR,BASE,WALLS AND TRIM ARE TE SAME SIZE.LAY OUT TILE WORK AND CENTER �' ARI(12292 O ARCHITECT WILL PREPARE A CERTIFICATE OF SUBSTANTIAL COMPLETION WHICH SHALL7.DO NOT DELIVER WOODWORK UNTIL PAINTING,WET WORK,GRINDING,AND SIMILAR INTERNALLY. ESTABLISH THE DATE OF SUBSTANTIAL COMPLETION,SHALL ESTABLISH RESPONSIBILITIES CLEAN PROJECT SITE(YARD AND GROUNDS)OF LIT1ER AND FOREIGN SUBSTANCES.SWEEP 34.ON PARTITIONS/WALLS APPLY GYPSUM BOARD VERTICALLY(PARALLEL TO FRAMING), 3.COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA.ADJUST TO MINIMIZE "VP �� OPERATIONS THAT COULD DAMAGE,SOIL,OR DETERIORATE WOODWORK HAVE BEEN OF THE OWNER AND CONTRACTOR FOR SECURITY,MAINTENANCE,EAT,UTILITIES, PAVED AREAS TO A BROOM-CLEAN CONDITION:REMOVE STAINS,PETRO-CHEMICAL SPILLS AND UNLESS NOTED OTHERWISE AND PROVIDE SHEET LENGTHS WHICH WILL MINIMIZE END JOINTS. SYSTEM COMPONENTS WITH OYER CONSTRUCTION THAT PENETRATES CEILINGS ORIS TILE CUTTING.PROVIDE UNIFORM JOINT WIDTHS UNLESS OTHERWISE SHOWN. Q DAMAGE TO THE WORK AND INSURANCE,AND SHALL FIX THE TIME WITHIN WHICH THECOMPLETED IN INSTALLATION AREAS.IF WOODWORK MUST BE STORED IN OTHER THAN F OTHER FOREIGN DEPOSITS. INSTALLATION AREAS,STORE ONLY IN AREAS WHOSE ENVIRONMENTAL CONDITIONS MEET 35.AT"WET AREAS"INSTALL CEMENTITIOUS BACKER UNITS AND TREAT JOINTS TO COMPLY SUPPORTED BY TEM,INCLUDING LIGHT FIXTURES,HVAC EQUIPMENT,FIRE-SUPPRESSION 20.UPON COMPLETION OF PLACEMENT AND GROUTING,CLEAN ALL CERMIC TILE SURFACES SO CONTRACTOR SHALL FINISH ALL ITEMS ON THE LIST ACCOMPANYING TE CERTIFICATE. RAKE GROUNDS THAT ARE NEITHER PLANTED NOR PAVED TO A SMOOTH EVEN TEXTURED WITH MANUFACTURER'S RECOMMENDATIONS FOR TYPE OF APPLICATION INDICATED. SYSTEM COMPONENTS(IF ANY),AND PARTIAL SYSTEM(IF ANY). THEY ARE FREE OF FOREIGN MATTER. '. REQUIREMENTS SPECIFIED IN"PROJECT CONDITIONS. r 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 CONTRACTOR TO OBTAIN AND COMPLY WITH WOODWORK MANUFACTURER'S AND 36.INSTALL METAL EDGE TRiM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE 21.REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE. ` - PROJECT NUMBER OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTION THEREOF UNLESS 3.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF LOCAL,STATE,AND INSTALLER'S COORDINATED ADVICE FOR OPTIMUM TEMPERATURE AND HUMIDITY CONDITIONS EXPOSED OR SEMI-EXPOSED,AND EXCEPT WHERE PLASTIC TRIM IS INDICATED.PROVIDE TYPE AND STORE TEM IN A FULLY ENCLOSED SPACE WERE'THEY WILL BE PROTECTED AGAINST ,REMOVE TEMPORARY PROTECTIVE COATING BY METHOD RECOMMENDED BY COATING 157.19OI OTHERWISE PROVIDED IN THE CERTIFICATE OF SUBSTANTIAL COMPLETION. FEDERAL LAWS REGARDING THE DISCHARGE OF WASTES INTO SEATERS AND WATERWAYS. WITH FACE FLANGE TO RECEIVE JOINT COMPOUND EXCEPT WHERE"U"BEAD(SEMI-FINISHING DAMAGE FROM MOISTURE,DIRECT SUNLIGHT,SURFACE CONTAMINATION,AND OTHER CAUSES. E. THE CERTIFICATE OF SUBSTANTIAL COMPLETION SHALL BE SUBMITTED TO THE )OWNER AND 4.ALL ITEMS INDICATED TO BE REMOVED WHICH WILL BE OF VALUE AFTER REMOVAL SHALL BE FOR WOODWORK DURING STORAGE AND INSTALLATION.DO NOT INSTALL WOODWORK UNTIL TYPE IS INDICATED. 5.BEFORE INSTALLING ACOUSTICAL CEILING UNITS,PERMIT TEM TO REACH ROOM MANUFACTURER THAT IS ACCEPTABLE TO BRICK AND GROUT MANUFACTURER.TRAP AND THESE CONDITIONS HAVE BEEN ATTAINED AND STABILIZED SO THAT WOODWORK IS WITIIIN REMOVE COATING TO PREVENT IT FROM CLOGGING DRAINS. CONTRACTOR FOR THEIR WRITTEN ACCEPTANCE OF RESPONSIBILITIES ASSIGNED TO TEM REMOVED WITH CARE AS THOUGH THE ITEM IS TO BE REINSTALLED IN THE REMODELING WORK. 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 TEEMS NOT INDICATED TO BE REINSTALLED SHALL BE TURNED OVER E ER TO TOWNER, 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 ARCHITECTURAL THE OWNER SHALL MAKE PAYMENT OF RETAINAGE APPLYING TO SUCH WORK OR DESIGNATED UNLESS THEOWNER DECLINES TO ACCEPT ITEM WHEREUPON THECONTRACTOR SHALL OF CORNER BEAD,EDGE TRIM AND CONTROL JOINTS;PENETRATIONS;FASTENER HEADS, 9.WHERE WOODWORK ORK IS INDICATED TO BE FTI lED TO OTHER CONSTRUCTION,CHECK ACTUAL UNITS IN ANY WAY. 24.PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS INA MANNER ACCEPTABLE TO PORTION THEREOF.SUCH PAYMENT SHALL BE ADJUSTED FOR WORK THAT 1S INCOMPLETE PROMPTLY REMOVE FROM THE SITE.WERE INDICATED ON DRAWINGS TO BE REMOVED AND DIMENSIONS OF OYER CONSTRUCTION BY ACCURATE FIELD MEASUREMENTS BEFORE SURFACE DEFECTS AND ELSEWHERE AS REQUIRED,EXCEPT WERE TRIM ACCESSORIES ARE 9.SPACE ENCLOSURES:DO NOT INSTALL INTERIOR ACOUSTICAL CEII INGS UNTIL SPACE IS MANUFACTURER AND INSTALLER THAT ENSURES THAT TILE IS WITHOUT DAMAGE OR SPECIFICATIONS OR NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. REINSTALLED,CAREFULLY REMOVE INDICATED ITEMS CLEAN AND STORE FOR REINSTALLATION MANUFACTURING WOODWORK;SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. INDICATED. ENCLOSED AND WEATHERPROOF,WET WORK IN SPACE IS COMPLETED AND NOMINALLY DRY, AS SPECIFIED. 39.PREFILL OPEN JOINTS AND ROUNDED OR BEVELED EDGES,ff ANY,USING SETTING TYPE JOINT WORKDETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. 5.REMOVE DEBRIS,RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION COORDINATE MANUFACTURING SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF ABOVE CEILINGS IS COMPLETE,AND AMBIENT CONDITIONS OF TEMPERATURE AND 25.APPLY A PROTECTIVE COAT OF NEUTRAL PROTECTIVE CLEANER TO COMPLETED TILE WALLS • • UNCOVERING AND CORRECTION OF WORK: WORK. COMPOUND. A. IF A PORTION OF THE WORK IS COVERED CONTRARY TO THE ARCHITECTS REQUEST OR TO OPERATIONS FROM BUILDING SITE.TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. WITH 40.FINISH INTERIOR GYPSUM WALLBOARD BY APPLYING THE FOLLOWING JOINT COMPOUNDS IN 3 I CCUPTTY WiLL BE CONTINUOUSLY MAINTAINED AT VALUES NEAR THOSE INDICATED FOR FINAL AND FLOORS DRAWING NUMBER REQUIREMENTS SPECIFICALLY EXPRESSED IN THE CONTRACT DOCUMENTS,IT MUST,IF 10.INSTALL WOODWORK PLUMB,LEVEL,TRUE AND STRAIGHT NO DISTORTIONS.SHIM AS COATS(NOT INCLUDING PREFILL OF OPENINGS IN BASE),AND SAND BETWEEN COATS AND AFTER EAN� 26.PROTECT INSTALLED TiLE WORK WITH KRAFT PAPER OR OTHER HEAVY COVERING DURING REQUIRED WITH CONCEALED SHIMS.INSTALL TO A TOLERANCE OF 1/8 INCH IN 8 FEET FOR PLUMB 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 FORTE ARCHITECTS AND LEVEL(INCLUDING TOPS)AND WITH NO VARIATIONS 1N 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 SURFACESTHE CON'TRACT TIME. . 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 CLEANERG002 B. IF A PORTION 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 INSTALLEDI _, I , . I . . FROM THE SURFACES. . _ - _ I _ ✓\ DEMOLITION GENERAL NOTES: F A. GENERAL NOTES APPLY TO ALL DRAWINGS. 7. 2' 1'-38" B. ALL DIMENSIONS ARE APPROXIMATE MEASUREMENTS OF EXISTING STRUCTURE. 0 i' / / C. DO NOT SCALE DRAWINGS. • MCONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD 6I IP. i I CONDITIONS PRIOR TO REMOVING MATERIALS OR EQUIPMENT. r r II E. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED,BUT WHICH (i)--lk I I , .� >. _ ,. �''I ARE NECESSARY TO MAKE A COMPLETE DEMOLITION. SHALL BE INCLUDED,AND ulw �� I I I I ,..-,...:,•:-...-:„.•:,---.: :r. ;..:.7:-.;:;':�_i...k;.'..':•. 1 r INDICATED IN THE CONTRACTORS BID. Q I I I I I `r ".' _, �:. ; . ;_;;:; ,:,' F. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR 0 IL _ _ J L _ JI O ' ' ;.. • • ` PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY DEMOLITION OF THIS � © — — — — — 41 ,...., ;. ;.: : PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN r\I\ < I. I\' 0 `k?� — — — — — — f:'":``. '•••• : - w FLOOR PLAN GENERAL NOTES: A. GENERAL NOTES APPLY TO ALL DRAWINGS. B. ALL DIMENSIONS ARE TO FINISH FACE OF WALL OR TILE SUBSTRATE UNLESS OTHERWISE NOTED. . C. DO NOT SCALE DRAWINGS. o D. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD E=' CONDITIONS PRIOR TO ORDERING OR INSTALLING MATERIALS OR EQUIPMENT. P • E. ALL MATERIALS FOR USE IN THIS PROJECT SHALL BE NEW AND UNUSED UNLESS NOTED w OTHERWISE. ca F. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED,BUT WHICH ARE NECESSARY TO MAKE A COMPLEII WORKING INSTALLATION. SHALL BE ( INCLUDED,AND INDICATED IN THE CONTRACTORS BID. r \I\1\1\1\I\ G. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR • PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF H - - THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE A I I 1 ; o N i fIN FULL COMPLIANCE WITH ALL FEDERAL,STATE AND LOCAL REGULATIONS. THE r\ o 0 PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS. H. GENERAL CONTRACTOR SHALL PROTECT NEW CONSTRUCTION FROM DAMAGE BY ALL p TRADES. ALL SUCH DAMAGE CAUSED BY THE CONTRACTORS AND SUBCONTRACTORS F- 1.-B DURING THE COURSE OF THIS WORK SHALL BE REPAIRED OR REPLACED AT THE H F Wso s e CONTRACTORS EXPENSE. � co _ i I. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS,UNDERGROUND, a)-1 E-. ri t ABOVE CEILING OR IN ARCHITECTS APPROVED UTILITY SPACES IN ALL CASES UNLESS 1 o 4 NOTED OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS _ _ a APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED a4 3 I TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO - I I 1 I o a MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACCENT COLOR 2.5 J. GENERAL CONTRACTOR TO COORDINATE WITH OWNER WITH REGARDS TO ALL INTERIOR FINISHES AND MATERIALS FOR PRODUCTS AND INSTALLATION. tK. GENERAL CONTRACTOR TO COORDINATE ALL RESTROOM ACCESSORIES WITH OWNER. SEE MOUNTING HEIGHT DETAILS ON A501. V L. SEE SHEET A401 FOR FINISH SCHEDULE AND INTERIOR ELEVATION CALLOUTS. --. M. SEE DETAIL A6/A601 FOR TYPICAL DOOR LOCATION. G ___ C ) N. SEE SHEET A601 FOR WALL TYPES. El • < 0. SEE SHEET A601 FOR DOOR AND WINDOW TYPES. o 0 • w E.,2 aFLOOR ORDER LAN LE END:- t ARCHITECTURE I , - -- - , NEW CONSTRUCTION WALLS i e T 801.597.7641 mH 1 I EXISTING WALLS 541 WEST 6570 SOUTH A MURRAY,UT 84123 C ] ITEMS TO BE DEMOD paul@order-arch.com -- - www.order-arch.com • FLOOR PLAN KEY NOTES: 1. EXISTING DOOR AND HARDWARE TO REMAIN. KEY PER OWNER REQUIREMENTS. 2. EXISTING WINDOWS TO REMAIN. 3. EXISTING TENANT SPACE DEMISING WALL TO REMAIN. 4. EXISTING ELECTRICAL PANEL. 5. LOOSE FURNITURE TO BE PROVIDED AND INSTALLED BY OWNER. 6. DASHED LINES ARE REQUIRED ADA CLEAR FLOOR SPACES FOR FIXTURES AND DOORS. 7. NEW STACKING WASHER/DRYER-OWNER PROVIDED,CONTRACTOR INSTALLED. r 1� 8. ADA COMPLIANT BENCH-GLOBAL INDUSTRIAL,ADA LOCKER ROOM HARDWOOD _ v - BENCH TOP 42"Wx20"Dx17.25"H,MAPLE FINISH,ITEM#WG269866. WALL MOUNT 1, -.1 BRACKET,BLACK,ITEM#WG269863BK-OWNER PROVIDED,CONTRACTOR INSTALLED. Q 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". OWNERo PROVIDED,CONTRACTOR INSTALLED. OPTIONAL 112"x6"BOLT CONNECTION OF TANK ^� M BASE TO CONCRETE PAD. SEE STRUCTURAL CALCULATIONS. wC24 N 10. WALL-MOUNTED TV-OWNER PROVIDED,CONTRACTOR INSTALLED. PROVIDE BACKING. 11. EQUIPMENT-OWNER PROVIDED,CONTRACTOR INSTALLED. SEE EQUIPMENT LEGEND rc ON SHEET A100. Z ^ 12. TWO DRESSING ROOM GARMENT HOOKS,CENTERED ON WALL AT 48"MAX ABOVE (T 4 CD FINISH FLOOR-LIVERTY 2-1/2"SATIN NICKEL NAIL WALL HOOK. 13. SHELVING-OWNER PROVIDED AND INSTALLED. (/) r 7n r 7rr r 7n r In r 7rr + 5++ + 5i+ 14. FLOOR DRAIN-SEE MECHANICAL DRAWINGS&DIMENSIONS ON SHEET A111.g+_9++ , 7-117 / 2-11i. 7 / 5'47„ 7 $-07 ` 17-112 ` 7-47 ` 21-47 s 11-$g `f 15. ADA COMPLIANT SHOWER WITH GRAB BARS. FULL HEIGHT TILE. SEE DETAILS A4,A5, 0 -(•;1 f © B4,C4,&D4 ON SHEET A502. PROVIDE BACKING FOR ALL GRAB BARS AND SHOWER SEAT. O�y "'� 16. ADA FOLDING SHOWER COMPARTMENT SEAT AS PER DETAIL A3/A502. SEE ENLARGED �r V1 ) ...re! P N• �, L_]FILL BOX PLAN. 1, F+� �' EAM SHOW ` f ` 0 © `^ , 17. TEMPERED GLASS SHOWER DOOR TO FILL ENTIRE FRAMED OPENING. i' LD E \ CB \ _ _ I I I • 11 '� 18. OWNER PROVIDED,CONTRACTOR INSTALLED RECEPTION DESK-SEE MILLWORK VI [-.� [ \ © ` I -00 '\ ELEVATIONS AND SECTION DETAILS. • I �� '-) . . . 9 - 19. POSSIBLE FUTURE CRYOTHERAPY EQUIPMENT BY OWNER. N A401 \ �' \ \ -, . FUTURE . r rr 20. PROVIDE VISIBLE HAZARD IDENTIFICATION SIGNS IN ACCORDANCE WITH NFPA 704 AND N O RESTROOM \ I N N ) - k 3r_orr 7-12 r�u 0 r---+ 14 + 5 �� `o rn .r IFC 5503.4. SEE TANK NOTES ON SHEET G001. COORDINATE WITH NITROGEN SUPPLIER. �' i w \I 116 © \ SAUNA F.!. � ' - ` 21. TELEPHONE BOARD-SEE ELECTRICAL DRAWINGS. O -� 0 \ `, � �© �� _ - -�N r:,�, 22. WALL-MOUNTED PBM PANEL. PROVIDE BLOCKING IN WALL AT 31"ABOVE THE FLOOR, o� MECHANICAL`��1 ' DRY �� \ _ �� _ 103 ` 16 © (. 4.....)11SAUNA © \_ g N ` "' `V UP 19"AND 32"WIDE. E4 TANK -6 so - 23. ALIGN NEW WALL WITH EXISTING. (BREAK/LAUNDRY I p I �� 115 ( 0 0 �- 2 1+ 102 24. DASHED LINE OF RECESSED TANK CONCRETE PAD BELOW. TOP OF CONCRETE TO BE 120 I r r rr / O COMPRESSION NURSE �109b� 2 2 104b) FLUSH WITH EXISTING CONCRETE FLOOR SLAB. SEE STRUCTURAL. C r ii ii �r ® ® / f V IV ROOM 109 -� ��' 25. RETAIL DISPLAY SYSTEM BY TENANT. ELVARI SHELVING UNIT ARTICLE#391.615.82. o I \ 110 �_ r rrr.. /, _ " 0 2 \ 03 �� /// //rr % ////// x J 1�i r ri it/ // ri _ .1 \ 1066 �\_ /�' l O5b ` 0 26. 42 GRAB BAR PROVE BACKING PER D6/A501. 0 I 15 /110b \ I I % © �\ (° J 27. FIRE EXTINGUISHER CABINET-SEE EXITING PLAN Al/A100. - \ © e 01.----- k \ DRESSING I I o I k I I DRESSING \ 20 `' N M r. \ u. - _ O w HALL /STORAGE -� --- N /109a 106 I I I I C 105 \\ P A \ r -- \ - Mb� 113 . j 12 112 \` rr/r / Ji ` �® `� �� DRF$ ING i 102 - 120 r_ 1tt r n r 7n In r 3rr r In r 0U . _U © 2 I 1 - $'-2" 27 3'-11" 1-1( 2-117 94 2-37 1-57 3-11g - - ❑ \ \ �,� 1 ".o ii 'I 'I 'r "I '/ 231 © (110a) $ 03 1 �� (106a) 1 1 �IOSa� Y `� ABOVE } ` N I \ �104a a /////r r// // L 1 f�1 1 1 I F'/ - - _ - r i rr rr rr/r ri ri,1,•// [ cv \� 27 ` I' 1 RECEPTION n % - - r In T-4-8" n r "In r Irr % ,y- /////r. i///// ,�a ` II U. • L11 gmor R $-44 2-47 C 7-78 10'-81° 7'-0" ` err rr rr rr rr/r rr rr\ ` Cg �� Rey ® c 0 ® o _ I© ® (118 117 2 ❑ _ r 3rr r rr r 7n r SnTV + Srr A401 �l' - �� -- ABOVE �` OPEN 6-77 0 $- 2-47de _ 6-11 g 10 11-$7 UL C.NIE SEN �' © (� COMPRESSION o 1 AL 0 1 L� GI�- 108 0 OPEN ARI(12292 CRYO/FLEX I • _ ��N - C 118 HYPERBARIC , STRETCH \ r--- DRIP --,'�' 9l o o u' THERAPY 111 \ 5 I I I �! ® A401 © � or Q�� 117 . , 0 0I I ,, I 01 �> __to_ 414 u %ill 00 ' 7U( Cf;a0 y - 0 r f PROJECT NUMBER 0 _ _ "' D1 _ 157.1901 -0- • , 1 ICI �_ �,M A401 - P . 1 -fir- • • • I I; - '-8g"8dli 13'- g' 14'-8 31'-22" 20'-54' jr le FLOOR PLAN v\ ,I, DRAWING NUMBER . Al FLOOR PLAN A 1 DRAW A101 SCALE:1/4"=1'-0" - I I I I I y I I I I I I _ REFLECTED CEILING PLAN GENERAL NOTES: Hw q V C A. SEE DETAIL B2/A502 FOR TYPICAL SUSPENDED GYPSUM BOARD CEILING DETAIL. B. SEE DETAIL D3/A502 FOR TYPICAL SUSPENDED LAY-IN TILE CEILING DETAIL. C. COORDINATE ALL ELECTRICAL AND MECHANICAL WITH ELECTRICAL AND ( 114 I C2') MECHANICAL DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND z o 9'-0" LOADS PRIOR TO INSTALLATION. ALL ELECTRICAL AND MECHANICAL WORK TO MEET — a f D. COORDINATE ALL LIGHTING WITH ELECTRICAL DRAWINGS. M 9'-0" I Cl) 1 ` . is) IS E. COORDINATE ALL MECHANICAL VENTS AND DUCTWORK W/MECHANICAL DRAWINGS. g 0 F. SEE ICC-ES EVALUATION REPORT ESR-1308 FOR SUSPENSION CEILING SYSTEMS. .. O ` \ .\ G. MEET IBC 1621.1 FOR SEISMIC ZONE"D". 2"WALL MOLDING#7810,HEAVY DUTY GRID 0 \ SYSTEM#7301 OR 7501 AS NOTED. ATTACH WALL MOLDING AT 2 ADJACENT WALLS. (1(1(1<I(I\ 0 X ////rr \ \\ p PROVIDE 3/4"TILE SLED SPACE ON OPPOSITE WALLS. RIGID BRACES OR DIAGONAL \ SPLAY WIRES ARE REQUIRED FOR AREAS OVER 1,000 SF. PROVIDE SEISMIC SEPARATION `�' a` -` ® 0 7'-0" Cl 0 0 ® Jo ) © JOINTS FOR ANY AREA OVER 2,500 SF. WHERE SPRINKLER SYSTEMS EXIST,OR ARE Q I I X1 116 I C2 ( 115 IC2 \ X 0 REQUIRED,PROVIDE I"OF CLEAR SPACE AROUND SPRINKLER PIPE, 00 U- 1 9'-0" 9'-0" \ 103 I CZ 1 l02 �:- - ADJUST/COORDINATE ESCUTCHEON SIZE. 0 0 J " f H. VERIFY ALL FINISHES WITH OWNER. z ( 120 I r2) \ El ® ® .. 0 \ C 109 IC2 9'-0 12'-0" o \ II I. CEILING TILE SHALL BE LISTED AND TESTED AMERICAN SOCIETY OF TESTING 9'-0" r ILA/ ...,-.7,,,,,,,...- . ? 1 9-0MATERIAL ATM E 84 AND HAVE A FLAME SPREAD F 2 AND A SMOKE INDEX F 110 C2 S(ASTM) S 0 0- 5 S O b M R © 2 X, } X •irj—__ /i%iii ir/rrj iirra _. •�r ^..... ... . Lfrrrrrrrrrrl.rrr, 0-450. B •ri//rir•rii_rri/i//f1 I1//r/////d-///r/r 0 `' \ \ / 2 y \ J. ALL EXPOSED DEVICES ON CEILING,INCLUDING FIRE DEVICES,AV DEVICES,LIGHTING 4 p \ 1]2 C2 l 16 I C2 105 I 2 \ X DEVICES,SHALL BE WH1TE AND CENTERED ON GA OR ALIGNED WITH LIGHT FIXTURESL19"4 `g A p y am- 0 9._, ) \ 9'-0^ J . \ 10'-1►�" 71" U.N.O. 1 I I , a O '" /r.4444/r/r� ��1� r� 9 )739'-0" .T ] • 0 •I K. ALL SPRINKLER HEADS TO BE CENTERED ON A.C.T.OR ALIGNED WITH LIGHT FIXTURES. ` , i 1 E3 ( 113 IC2} 0 ® 0 Zr I[ I l € (8 ,S ,, l0' " I � ® \'l/////// //1I Ik[` ` 6,0 3') �� ` � ' / 104 IC2 /� :1 I r . :_ re rrrrrrr,rr �l� II IL L! u Ir I r/1�Y/A iII�l1L/1/r/r//rr/r/44444444/rrrrrAr I[ . .- , 2 / Qn' r II- —fir/7„,,•r,rr„�,{I I'� : • 0 y REFLECTED CEILING PLAN KEY NOTES:(# 9'-11 E C1) 0 `iii `ilii/i ii ii ii ii////.r ad Lh4 71) 0 • ( ) 1. LIGHT FIXTURES-SEE ELECTRICAL DRAWINGS. E6 - 1 �v� 108 I C3 0 2. MECHANICAL GRILLES/DIFFUSERS-SEE MECHANICAL DRAWINGS. o C OPEN 107 I C3 C4 101 I C3 = 3. EXIT SIGNS-SEE ELECTRICAL DRAWINGS. o © vOPEN OPEN 4. MECHANICAL DUCTWORK-SEE MECHANICAL DRAWINGS- , O 11...1:://////7 0 _ 1 5. VALANCE WALL. =. =( 1189 I C2)X X , • © 0 -r . 0 / © ......4 E 0J if 0 117 IC2 D2 � IO'-0i" � CI} ORDER E.; _ 9'-0" 0 111 I C3' p i 7; OPEN ® A502 D502 0 ARCHITECTURE 0 �ti�� 0 REFLECTED CEILING FINISH TYPES: CEILING HEIGHTS REFER TO B.0.FINISHED SURFACE T soL597.7641 C 1. 5/8"SUSPENDED GYPSUM BOARD CEILING,PAINTED P-2. n I: '1 I C2. ACOUSTIC CEILING TILE:ARMSTRONG DUNE,2X4 SECOND LOOK,TEGULAR,15116" 541 WEST 6570 SOUTH 10'-0 I C1)—/ 2,-0„ ]x_34^ J(' 8'_2" PRELUDE GRID,STANDARD WHITE. CONTACT ARMSTRONG NATIONAL ACCOUNT MURRAY,UT 84123 PROGRAM,DEBORAH PICKENS,480.695.9053 Paul@order-arch.com C3. OPEN TO STRUCTURE ABOVE. PAINT EXPOSED STRUCTURE,&PIPING,P-9. EXTEND ,.offer-arch.com P-9 DOWN WALL TO 6"BELOW LOWEST STRUCTURE. (1'1\ m REFLECTED CEILING PLAN ROOM NUMBER " ' " '.l SCALE:1/4"=1-0 I 1 LC1� CEILING FINISH TYPE �� k +9'41 I� CEILING HEIGHT FLOOR PLAN LEGEND: ____ I I NEW CONSTRUCTION WALLS - 0.1 EXISTING WALLS O NI[ ] ITEMS TO BE DEMOD �FP4 N C� w 0 FLOOR FINISH PLAN GENERAL NOTES: E""' t A. SEE SHEET A401 FOR ROOM FINISH SCHEDULE AND ROOM FINISH LEGEND. 0 B. ALL FLOOR FINISH TRANSITIONS TO BE MADE AT CENTERLINE OF DOORS AND CASED C� OPENING FRAMES UNLESS SHOWN OTHERWISE. Q' , \ — ), `- C. SCHLUTER JOLLY EDGE,SATIN NICKEL ANODIZED ALUMINUM ON OUTSIDE CORNERS OF (..1 �b� \ ` ` \ TILE WHERE APPLICABLE. `3°° ^off 1 , -\7.1 \ © � qo . . . . ♦ N RESTROOM 44////1 \ .Ar-- ii 1163 • . CRYO :11,-3.1. /F-4" ! CHANICA- " • • 38 ` ----sr k; • SAUNA 0 DRY ( 103 FLOOR FINISH PLAN KEY NOTES: n H TANK BREAK/LAUNDRY 0 114 SAUNA 102 1. FLOOR DRAIN-SEE PLUMBING DRAWINGS- ( l20 115 5'443' COMPRESSION NURSE _ 2. PROVIDE SCHLUTER RENO-U TRANSITION IN SATIN ANODIZED ALUMINUM FINISH PER Ivr//r/r�rr 7., In \ j IV ROOM 149 > ��vr rr rr rr rr ri, DETAIL D31A501. IF TRANSITION I5 GREATER THEN ll2"PROVIDE A FEATHERED 4-14a 3-108 \ F 2 /� ` 0 , ,,.., IIrj $ \ UNDERLAYMENT WITH A SLOPE NOT GREATER THAN 1:20 OR 5%. / / i\ 110 �rrirrr�riri _ ri ri rr/r r rr rr rr rr r \ : \ \\ 3. SEE DETAIL A5/A502 AND D3/A501 FOR SHOWER TRANSITION DETAILS. P-1 0 L J 4. PROVIDE KOPPE REDUCER STRIP TRANSITION FOR RESILIENT FLOOR,COLOR#123 r/r rr ri rr r, \ (7- CHARCOAL. DRESSING DRESSING k rifli-1 • HALL k STORAGE 0 146 \ 105 \ PBM/ADA 5. FLOOR OUTLET-SEE ELECTRICAL DRAWINGS. — 113 ( ]12 �� : RESSING • I 6. DASHED LINE OF RECESSED TANK CONCRETE PAD BELOW. TOP OF CONCRETE TO BE \ r //44/4/4/4j F` \ ` 1 \ FLUSH WITH EXISTING CONCRETE FLOOR SLAB. SEE STRUCTURAL. k 1-1\N.,...._.__ P-1 ! 0 © © k. Y FLOOR FINISH PLAN�T LE Elm rrr/4/rr44,4/4 L IF----II I Ir rraF----1Yi.I - — — — rri.rrrrrrrrrrirrrrrrrirrrrrrrl• I: 0 I RECEPTION 00 IVIS t1iV G LCL. p P� rrrrrri;�ri/rri la- d//44444/7/44,44//,.` 101 �� I`'�/ FL-1-RESILIENT FLOORING. UL C.NIE SEN -- OPEN - LOCAL ---4 COMPRESSION - e- (7 � ,r' �� CRYO/FLEX ( 108 ) OPEN 4'-18" SLC ( 118 STRETCH ' ///--- FL-2-RESILIENT FLOORING ARI LI 2292 ) HYPERBARIC DRIP 9 THERAPY iii k U //r/I U. --� �C ��. ® r © Of s . N FL-3-SHOWER FLOOR TILE a; PROJECT NUMBER 157.1901 _ P-2 P-2 '+r,. P-4 F1-4-FLOOR TILE I II II iI REFLECTED CEILING FL-5-SEALED CONCRETE PLAN V DRAWING NUMBER AI FINISH FLOOR PLAN Al 11 SCALE: 114"-l'-0" , A111 , , , I I 1 1 ROOM FINISH SCHEDULE LEGEND INTERIOR ELEVATION GENERAL NOTES: ROOM FINISH SCHEDULE FLOORING > WALLS A. REFER TO ACCESSIBILITY DETAILS ON SHEET A501&A502. ROOM NUMBER ROOM NAME FLOOR BASE NOTES ROOM NUMBER FL-1 RESILIENT FLOORING:SHAW CONTRACT,UNVEIL 0601V,COLOR OXIDIZED,9X36,STAGGERED INSTALLATION,3MM B. SEE DETAIL A4/A501 FOR ADA MOUNTING HEIGHTS. N E S W FL-2 RESILIENT FLOORING:SHAW CONTRACT,UNVEIL 0601V,COLOR BLEACHED,9X36,STAGGERED INSTALLATION,3MM Z 0 Allk B1 C1 101 RECEPTION FL-2 B-1 P-1 P-4 P-4 P-2 - 101 FL-3 SHOWER FLOOR TILE,CONTEMPO KOSHI DG MK MOSAIC P1 • A503 A503 A503 102 TANK FL-2 B-1 P-2 P-2 P-2 P-2 - 102 0 FLA FLOOR TILE,INTERCERAMIC,CONCRETE 12X24,COLOR:SILVER STRAIGHT INSTALLATION,GROUT GT-1,1/8"JOINTS q 103 CRYO SAUNA FL-1 B-1 P-4 P-2 P-2 P-4 - 103 , 6'-6" FL-5 SEALED CONCRETE > 1 31-4i" 2'41" I¢„ O„ 104 PBM/ADA DRESSING FL-I B-1 P-1 P-1 P-1 P-1 - 104 WALL TILE SS-I f I I 105 DRESSING FL-1 B-1 P-1 P-1 P-1 P-1 - 105 INTERIOR ELEVATION KEY NOTES: ( - ( -,.1(.1---i<1- l -- ON C7, _�• •• 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-1,1/8"JOINTS w 1. PAINTED GYPSUM BOARD-SEE FINISH SCHEDULE. -. N N GT-1 GROUT:MAPEI KERACOLORS#107 IRON MOCKETT TAB - - I 4, 107 OPEN DRIP FL-2 B-1 P-1 P-2 P-2 - - 107 2. TOILET AS SCHEDULED. SEE PLUMBING DRAWINGS. ca I PULL,DP3B,SATIN I 1 o Cl CHROME,TYP. -� 108 OPEN COMPRESSION FL-2 B-1 P-1/P4 - P-2 P-1 - 108 WALL BASE 3. WALL MOUNTED ACCESSIBLE LAVATORY AS SCHEDULED. PROVIDE INSULATED COVER AT i c c / _ HOT WATER&DRAIN PIPES. SEE PLUMBING DRAWINGS. P.LAM.1 ---7--,,, OPEN 1' 0 109 NURSE FL-1 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. z _ n, P.LAM.1 \ L . "' 110 COMPRESSION IV ROOM FL-1 B-1 P-3 P-3 P-3 P-3 - 110 5. 4"RUBBER BASE,B-1. B-2 'SCHLUTER DILEX-AHK,FINISH:SATIN ANODIZED ALUMINUM 6. DOOR&FRAME AS SCHEDULED. 0 111 STRETCH FL-2 B-1 P-4 P-1 P-2 P-1 - 111 6 E-. H s P.LAM.1 -� '` OPEN CABINET/COUNTER 7. WALL MOUNTED GRAB BARS-BOBRICK B6806. SEE DETAILS B2,C2,D2,&D6 ON SHEET A501. vs w w -7--4 112 STORAGE FL-2 B-1 P-2 P-2 P-2 P-2 - 112 8. SOAP DISPENSER-BOBRICK,CONTURA SERIES B-4112. A r• on Crl SS-1 SOLID SURFACE:VICOSTONG,BQ100 SUPER WHITE,POLISHED w 1 • \ • 113 HALL FL-2 B-1/B-2 P-1/P-2 P-0 P-1 P-2 B-2 AT DRINKING FOUNTAIN WALL TILE 113 9. SURFACE MOUNT PAPER TOWEL DISPENSER-GP PRO ENMOTION TOUCHLESS PAPER TOWEL 0 o PL-1 PLASTIC LAMINATE:WILSONART,DESIGNER WHITE,D354-60,MATTE FINISH DISPENSER#59462A,COLOR BLACK. ' 1 1 1 '4 8 3" 1'-5" , 1'-8" ji, 2'-6" " ", 114 MECHANICAL FL-5 B-1 P-2 P-2 P-2 P-2 - 11410. 18"X 36"MIRROR-BOBRICK,B-165 1836,STAINLESS STEEL. ae 1 �' 115 DRY SAUNA FL-3/FL-4 B-I B-2 P-2 P-2 P-2 P-2 B-1 AT SHOWER. TL-I TO BE FULL HEIGHT IN SHOWER 115 PAINT 11. FLOOR DRAIN. SEE MECHANICAL DRAWINGS AND SHEET Al 11 FOR LOCATION. - I I I I c c 12. DASHED LINES ARE ADA CLEAR FLOOR SPACE REQUIREMENTS FOR FIXTURES,DOORS,& x 116 RESTROOM FL-4 B-2 TL-1/P-2 TL-1/P-2 TL-1/P-2 TL-1/P-2 SEE ELEVATIONS 116 P-1 PAINT:SHERWIN WILLIAMS,SW1017 DORIAN GRAY TURNING SPACE. 0 1 117 HYPERBARIC THERAPY FL-2 B-1 P-2 P-2 P-2 P-2 - 117 P-2 PAINT:SHERWIN WILLIAMS,SW7006 EXTRA WHITE 13. MILLWORK-PL-1. PROVIDE BLOCKING. g 1 Dl BACK ELEVATION OF RECEPTION DESK 118 LOCAL CRYO/FLEX FL-2 B-1 P-2 P-2 P-2 P-2 - 118 P-3 PAINT:SCUFFMASTER,VAPOR#G011I12839494.CONTACT:ERIN BRASHER,1.512.355.1062 14. TILE WAINSCOT,TL-l. A401 SCALE:3/4"=1'-0" 15. P-TRAP COVER. 120 BREAK/LAUNDRY FL-2 B-1 P-2 P-2 P-2 P-2 - 120 , 16. ADA SHOWER WITH FOLDING SEAT-SEE DETAIL A4/A502. SHOWER SEAT TO BE BOBRICK P4 PAINT:SHERWIN WILLIAMS,SR 6503 BOSPORUS B-5191. VERIFY DIMENSIONS. w P-5 PAINT:SHERWIN WILLIAMS,SW6502 LOCH BLUE 17. UNDER-COUNTER FRIDGE(ADA HEIGHT)-PROVIDED BY OWNER. _ ( ) fzi c4 ti213 MILLWORK NOTE 18. COUNTERTOP MICROWAVE-PROVIDED BY OWNER. P-6 PAINT:SHERR'IN WILLIAMS,SW6501 MANITOU BLUE 19. KITCHEN SINK-SEE PLUMBING DRAWINGS. 1. ALL CABINET CONSTRUCTION IS 3/4"PLYWOOD i0 2. PROVIDE MILLWORK SHOP DRAWINGS P-7 PAINT:SHERWIN WILLIAMS,SW9061 REST ASSURED 20. JANITOR SINK-SEE PLUMBING DRAWINGS. 3. PROVIDE BLOCKING IN WALL AS REQUIRED P-8 PAINT:SHERWIN WILLIAMS,SW6498 BYTE BLUE 2 L WATER HEATER-SEE PLUMBING DRAWINGS. 4. REFER TO ELEVATIONS,FINISH KEY,AND FINISH SCHEDULE FOR 22. HIGH/LOW DRINKING FOUNTAINS-SEE PLUMBING DRAWINGS. s FINISH SELECTIONS AND LOCATIONS P-9 EXPOSED CEILING PAINT,ACRYLIC LATEX FLAT ENAMEL PAINT,TBD 23. COUNTERTOP AND 4"SPLASH WHERE OCCURS-SS-1. 5. STANDARD 4"WIRE PULLS,BRUSHED ALUMINUM,U.N.O. A NOTE: 24. ST TILE BASE,B-2. ORDER 6. ALL MILLWORK IS TO BE CONSTRUCTED TO COMPLY WITH WI 25. STEAM GENERATOR-SEE MECHANICAL. ;;.a CUSTOM GRADE. REF SPECIFICATION SHEET A0.2 FOR ADDITIONAL 1. WALL TILE(TL-1)TO BE FULL HEIGHT FOR SHOWER SURROUND. 26. TWO DRESSING ROOM GARMENT HOOKS,CENTERED ON THE WALL AT 48"MAX ABOVE 2. SUBMIT SAMPLE AND VERIFY ALL FINISHES WITH OWNER BEFORE ORDERING. FINISH FLOOR-LIVERTY 2-1/2"SATIN NICKEL NAIL WALL HOOK ARCHITECTURE g INFORMTION 3. PROVIDE SCHLUTER JOLLY EDGE TRIM FOR ALL OUTSIDE EDGE OF WALL TILE,FINISH SATIN NICKEL/ANODIZED ALUMINUM. 4. SHAW CONTACT:KART MOORE 512.289.4248.KARI.MOORE@SHAWINC.COM 5. INTERCERAMIC/MAPEI CONTACT: ESTHER ROLLINS 1.512.497.9459 T 801.597.7641 g 6'-6" 6. PAINT FINISHES:GYPSUM BOARD PARTITIONS-EGGSHELL INTERIOR LATEX ENAMEL;DOORS-SATIN INTERIOR LATEX / ENAMEL;GYPSUM BOARD CEILINGS-FLAT INTERIOR LATEX;PROVIDE MANUFACTURER'S RECOMMENDED PRIMERS. 541 WEST 6570 SOUTH 2'-6" / ® I, 6'-4" 1„ 2'-6" MURRAY,UT 84123 " t" - = = 1-8q �' �'� 4 paul@order-arch.com V www.order-arch.com Al" GI 'N _ 2--1,2..\_, g ..., ,..* SS-1 1 SS-1 Ted ,.. STEEL DESIGN PL-1 _ SOLUTIONS FLOATING o "q o RESTORE LOGO, - o o • N / -,N - F.'‘ b BLUE,1'-0"WIDE �" �, `" r SURFACE ADJ. N . N _� BRACKET,AS REQ. - N PL-1 PL-1 ----\ . PL-1 -!" _ 9 -.c _,c- • • 1" 5„ l'-9" ,• I° �.5"�. I,_5" ijkik • ,,, 5'-10" 3„ 3" I'-10" 4'jP ♦ cl SECTION AT RECEPTION DESK C2 SECTION AT RECEPTION DESK C3 FRONT ELEVATION OF RECEPTION DESK C4 SIDE ELEVATION OF RECEPTION DESK A401 SCALE:3/4"=I'-0" A401 SCALE:3/4"=1'-0" A401 SCALE:1/2"=I'-0" A401 SCALE:1/2"=1'-0" THI �..� I I O M 0 0 � � N o 0 / m Wwo 2'-6" p ' �N 0 o-\= © O ,5- 0 - Z - 0 0 \ ›m4 CLii .....„P ._ . ,--) -_-) _ ,,,,, .1. : ADD : -As' li P4 ol . N SHELF N -•�- �" /2 ,- \ 0 v E--i PL-I t re, /? r, .r 1N H O 14:1,5"1, 1,-5,, 244 J i" ' -.:, _ STEAM SHOWER \ kr ® © IO 0 \ C4 \ 0 \. e WI-1 \ __ _ H Bt SECTION AT RECEPTION DESK 0 - 0 3 \ / \!� A401 SCALE:3/4"=1'-0" 0 0 (.,,,ory I 0 Nc_ 5 \ 133 ® \ \ter. B4 A502 \ -7 I I '� A3 A401 134 0 \ \ \ .■. B2 DRINKING FOUNTIAN B3 RESTROOM INTERIOR ELEVATION B4 RESTROOM INTERIOR ELEVATION m \ I I A4 RES,RO OM I 1 O \ - r / A401 SCALE:1/2"=1'-0" A401 SCALE:1/2"=1'-0" A401 SCALE:1/2"=1'-0" R ca \ U U4.1 lk„ -7 2'-0" ), ' 3'4" ) \illL- - - . �' ... ,�' ,� I \ MECHANICAL 0 m © �, 114 DRY 0 / \ / N 0 A401 g I O = M ® SAUNA '`�� , /f C 0 \ \ ; ` 115 y \ 0 / N ,/ N - \ 0 \ L 0 1 ~, ULC.NIE SEN - 1.-7 -"\N- - - - _ �\ - - - - - - it 4 \� \ /� V//// /////// , i • \ . ,, • \ ® N / N / , o - 1 �- �` \ N / RI 112292 ,O o \ o o N / r SLC I- - - - - 7 0 \ \ \ © r/////////// //////1 _E 0f 0 t-. ® 0 I \ i \ , P-3" , 0 i \ PROJECT NUMBER l _�1 I I �� ///�////////� O 157.1901 M --�- II - - - - - LJLJ - - 0 / // HALL B2 INTERIOR I // \� // \N o4---;:i / 113 A401® IN i =ce = _ = N ELEVATIONS&FINISH // SCHEDULE © N / / 0 / I- I • / DRAWING NUMBER "1 2'-6" �• 2'_5g" "1_ r/ Al BREAK ROOM KITCHENETTE ELEVATION A3 RESTROOM INTERIOR ELEVATION A4 RESTROOM INTERIOR ELEVATION A5 ENLARGED PUBLIC RESTROOM PLAN A401 A401 SCALE:1/2"=1'-0" A401 SCALE:1/2"=i'-0" A401 SCALE:1/2"=1'-0" A401 SCALE:1/2"=1'-0" I 1 1 I I I I E- I CI x N.:,:.' %. ''--A, ,' .; 't" '- :` PROVIDE BACKING IN ..:1"..,N.,-":-:`;;'. �.y . WALL BEHIND ALL GRAB —e-- p $ BAR LOCATIONS IN ALL z BATHROOMS o 0 O � U W f I6"-18" 2x8 BLOCKING 2x8 BLOCKING q 2 2'-0"MAX. 4'-0"MIN. 2'-0"MAX. '� z L FOR GRAB BAR�� to z o _ _ 1 �- o � <<I<I<I<11 LOCATIONS SEE PLANS q F i-- ANDDETAILSON_ \ a I A400'sANDA500's _I5ih d ` = r o 0 �� '� 1 �� 1- '-‘-). S Ta Z s o r- \ \ aaQd o 0 u� z a0 rr, I CLEAR SPICE AS PER I ' cl 2 c r I FOR WALL .� a ¢ z C314.501 THRESHOLDS OR zp. CONSTRUCTION SEE Q 4 x 6° 11 A 4d ow E.BI i U CZ0 2 FLOOR LEVEL _ �1 WALL TYPES F* 1 CHANGE 4 °P _. 4 FOR WALL w r s e M N _ M PLAN SECTION CONSTRUCTION SEE Q c o s v A501 B2 `` �, '> '' �� b WALL TYPES w y 60"MIN. //:". iA- \ d o 0_ Y . .Fq 1D1 SINK ACCESSIBILITY DETAIL (D21 WATER CLOSET-ACCESSIBILITY PLAN D3 CHANGES IN LEVEL + D c4 CLEAR WIDTH OF AN ACCESSIBLE ROUTE i>6 GRAB BAR BLOCKING DETAILS •A501 SCALE:3/4"=1'-0" USCALE: 112"=I'-0" A501 SCALE: 1'-0"=1'-0" A501 SCALE: 1/2"=1'-0" A501 SCALE: 1/2"=1'-0" —.q--,, , 02 Ili'? , . ( ) oPROVIDE BACKING IN uWALL BEHIND ALL GRAB BAR LOCATIONS IN ALL H - -_ - / �I ' BATHROOMSS h" 48" T..,v . '.1/ - - ORDER E.q / N 5'-0"MIN. _ I `l� — — \ ':. . �� ARCHITECTURE \ 36" ' ' I • _.I / / ¢ T 801.597.7641 Al ;: I/ 1 f 4 ` I - ' C4 CLEARANCES FOR TWO DOORS IN SERIES c 1 --1 Q C~ 24" 12" 1 ?..F731 i MOI SCALE: 112"=1'-0" 1\--\ / 541 WEST b570 SOUTH r I 1 1 -..., .; , • f- I �� / p MURRAY,UT 84123 II { MIN. ' MIN. ` • 1 ! / XIr ,� I ��11�i1�/�'�i_ �r ` / `v d Paul@order-'dreh.com fiiiiiiiiiiii,iiiiii `tiff 4 z 1\ , 1� 44 - i%ij•_:� ,, _ www.order-arch.com oM TAPViii Z ... _ Z I \ � / f j _ ` ' * Y C , ��V UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH \ 1 \ ) \ * /..._ I - \ x TR^ 11, / Cl CLEARANCES FOR TWO DOORS IN SERIES C2 WATER CLOSET GRAB BAR LOCATIONS C3 TYPICAL CLEAR FLOOR SPACE , �� - - - - j A501 SCALE: 1"=P-0" `► g A501 SCALE:1/2"=1'-0" A501 SCALE: 1/2"=L'-0" — '-$"MAX. o / elss o 1�IVi'( NOTE:HOT WATER AND DRAIN PIPES MUST BE CONFIGURED .. '%il'!?1�!"' k Q NOTE:TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE I .�_ ��I!: _ ► - - - 1 1 ...amp-:.......i: •.=amu■ g, / :IcS Iii AND PROTECTED AGAINST CONTACT. �- PROVIDE BLOCKING IN AND TOE CLEARANCE. 3 i� ;,;_� �� , Q' ABRASIVE SURFACES UNDER SINKS. WALL BEHIND ALL GRAB T-SHAPED TURNING 5�-0n MIN. �! I O BAR LOCATIONS IN ALL SPACE oo \imaa. ) / -+ COUNTERTOP BATHROOMS A \ �1 \ N WALL-MOUNTED CIRCULAR TURNING I .•.•.„ \ _ ---.. g g t c COUNTERTOP SUPPORT SPACE,60”MIN.DIA. , ... / Z BRACKETS 39"-41" / Lfir \ w I i ✓ / \ / • ` cip w \ LINE OF REQUIRED KNEE , I�1 l 54� % f \ // I \ 1 / &TOE CLEARANCE AT / I I \ ) 2 / O O I LAVATORY i - ' � Q o \ 12" 42" :v TOILET TISSUE � 1 q — T w g" MAX. MIN. / • DISPENSER TO MEET ICC j `' } 1") ``� f oil / tO i / C/� o MIN. SECTION 309.4 d I -IIS /I////I/// + / ,�/ { " E'5 0 0 __ re 4 ♦ l f rrii. 2 -25 MAX.+. m 111 _:. 10"-24"MAX_ c: z� r-,L6 - 1 I I / �� fil° H LINE OF REQUIRED KNEE '" —SANITARY DISPOSAL ail •<�ii• I 9" } J I \ . \ / Vii' iii: s, a N &TOE CLEARANCE AT 4 4r i �� --- o LAVATORY �' 1'-0"MIN. ` / — _ lie �1ik +�_ 1 N F" ..7.----c.) \\ CID + / ,i,<: / OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED SIDE REACH ,1, I OR. WALLS BEHIND AND 6" J, I 1° ,` 24"MIN. Si \�1 J- A �� SURROUNDING MIN' f- N i 5'-0"MIN. CABINETRY TO BE ► 17"MIN. , 42"MAX. - FINISHED "1` I _ I L �3� L 'I 'I � BI SINK ACCESSIBILITY DETAIL-RESTROOMS B2 WATER CLOSET GRAB BAR LOCATIONS B3 TURNING SPACE B4 CLEARANCES FOR TWO DOORS IN SERIES B5 ADA REACH RANGES A5D1 SCALE:3/4"=1'-0" A501 SCALE: 1/2"=1'-0" A501 SCALE:3/4"=1'-0" A501 SCALE: 112"=l'-0" A501 SCALE:1/2"=I'-0" 6" i 6" LOCATE ELEC.OUTLET JUST BELOW WATER } .% 1 ---____ - TYP.DOOR FRAME COOLER MIRROR LIGHT SWITCH, • • � / WRAP PIPES. _ — �THERMOSTAT,FIRE ��p 1�� A p`,� A If / POSITION SIGN TO THE TOWELS SANITARY NAPKINS �� l' // y 9 S[DE OF DOOR UNLESS NOTED INFANT CHANGING TABLET 6. , f 6. i i UL C.N1E SEN �' / OTHERWISE ON SIGNAGE - FIRE EXT. r WASTE f � �� / SCHEDULE. . , / SOAP // •7 - l r - 1 1 — ARI Q 2292 MEN WOMEN STAIRS / _ — c-.\--\- 1 U J � CUPS F 4� ' . 7. / - — Of \\ - - .' •• ' • f, 4' ( w 1 ❑ H ❑ °t off. CLOTHES HOOKS wal- TACTILE MEAS ROOM SIGN TACTILE'A OMEN'S ROOM SIGN TACTILE STAIR SIGN \ O Pe w �r :11:111,4111 `Q URINAL I^ PROTECT NUMBER y 5" `� -' \ `�' o ro (STANDARD) Q ILJ\ 157.1401 X -1- 11 \\ ADA ' k . EXIT o o / r `� \ �' 0 M co\P F.4- ..,-, ARCHITECTURAL \ DETAILS ., \ TACTILE EXIT SIGN \ o ` ,` 1. '. 1. \ \ ,` 18" N. \. ` 6" 8" NOTES: CONV.OUTLET DRAWING NUMBER • 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 A 117.1-2009 CHAPTER 6. Q TYPICAL INTERIOR ROOM SIGNS A3 TYPICAL SIGNAGE MOUNTING LOCATION m MOUNTING HEIGHTS A501 A501 SCALE:3"=1'-0" A501 SCALE:1/2"-1'-0" A501 SCALE: 1/2"=1'-0" 1 I E CI . t, 32"MIN.CLEAR `c TYP.ALL DOORS C-7 �� 1' I O ✓� 32"MIN.CLEAR t- SUSPENSiONWIRE,ATTACH -� TYP.ALL DOORS / TO STRUCTURE. PROVIDE { U ANGLE WIRES AS SLIDING(PACKET)DOOR q REQUIRED SUSPENSION WIRE TO STRUCTURE ABOVE:----.------------_____1— /--j I 1/2"STEEL CHANNEL AT EXTEND WALL TO ( �/\-----1,----1 4'-0"O.C. BOTTOM OF ROOF \I\f\ 1`,. f\. BRACE AS PER DECK ABOVE H o 0 MANUFACTURER, r REQUIREMENTSr / I A t N fV O N .. I 0o. c=, c. B.O.SOFFIT TYPICAL ACCESSIBLE DOOR I w 5/8"GYP.BOARD,TYP. ® 518"GYPSUM BOARDN7/8"HAT CHANNELS @ 24 B.O.SOFFIT " • - `-i`t------f= ---�- O.C. SEE CEILING PLAN w w • Ij s„ 48"MIN.IF CLOSER IS = "' .'L14 t. �' SEE CEILING PLAN a GYP.BOARD ca ▪E CORNER BEAD PROVIDED b 1-1J2"GYPSUM BOARD 3 B"METAL STUD rr s 1 a. g 4$ SUSPENSION SYSTEM i"GYP.BOARD ¢ ! I I 1 o 0 „ , 36" 5 MIN. / =• a / a D2 SOFFIT DETAIL D3 SUSPENDED GYPSUM CEILING DETAIL D4 SOFFIT DETAIL ` ,. 1 L A502 SCALE: 1"=1'-0" A502 SCALE: 1112"=I'-0" A502 SCALE: l"=1'-0" w 24" HiNGE APPROACH/PULL SIDE — BERC2 CLIP DETAILS MIN 2 TIGHT WALL INSTALLATION o PERIMETER WIRI 'ti 1 CLEARANCE WALL INSTALLATION -r ig \ J% 1.5"TOTAL (UNATTACHED WALL) (ATTACHED WALL) / `\ .• -• 8- MAx i/� TRAVEL —J .°` . I ill".* -14 ( ) i �^ ,�' iii,, HAND SHOWER WITH HOSE 59" LATCH "'ROACH/PUSH SIDE I t_ o o 1=1(1 ' MINIMUM IN LENGTH,THAT CAN H .. \ ` BEUSEDBOTH A FIXED SHOWER rt,, �� , I 4�� 0 I 4 0 . AS 0 S D 0 R D E R v4 o o a, o a _ '�`f �, 4 HEAD AND AS A HAND SHOWER x •• I l - SCREW TIGHTENED THROUGH MAIN °\ AND MEET ADA REQUIREMENTS. rit ARCHITECTURE g - RUNNER WEB RESTRICTING \ °° I : •n 75" k --OPTIONAL E*E D*D ° ,,' ' .�' SEPERATION FROM WALL MOLDING S e E*E F*F T 801.597.7641 4,g 42" i.g �' SLACK WIRES MIN. / 541 WEST 6570 SOUTH i.1ACOUSTICAL CEILING SUSPENSION �n�YP/C T) o r - 1 MURRAY,UT 84123 • WIRE(TEST FOR 400 LBS.) 'IC 12 GA.METAL ' `o HANGER WIRES \ oIST , I paul@order-arch.com FASTEN TO DECK WEB MEMBERS I www.order-arch.com 1 . r LIGHT FIXTURE AS BOTTOM JOIST CHORD 16"MAX. I HINGE APPROACH/PULL SIDE 2"x18 Ga.STEEL STUD(OR / SCHEDULED ), I ACCEPTED ALTERNATE)SCREW rHEAVY DUTY MAIN 3" , SPLAYED SEISMIC BRACING WIREr " • / ATTACHED TO MAIN TEE AND TO =gip .RUNNERSTANDARDS 48 MIN.IF CLOSER AND STRUCTURE ABOVE AT EACH ' I TINSTALLED PER CISCA +.-, b LATCH ARE PROVIDED. SEISMIC RESTRAINT LOCATION 1pIC. �'`. PARALLEL TO JOISTS. DO NOT PROVIDE BLOCKING IN `0 CROSS TEE INSTALL PERPENDICULAR TO JOISTS WALL BEHIND ALL GRAB rn - T .- -- 12 GA.SPLAYED SEISMIC BRACING BAR LOCATIONS. CLEARANCE REQUIRED WIRES(45°OFF OF HORIZ.,EVERY - 3yONLY IF CLOSER AND lir 3 TURNS MIN.(1-1/2"RUN) I LATCH ARE PROVIDED. 1 `N STRICTURE PER CISCA TO FRD4fFAU ACOUSTICAL CEILING SUSPENSION MIN. IN ,!. i 441011MMEE STANDARDS Tli TYPICAL WIRE CONNECTION WIRE TEST FOR 400 LBS.)IN- I ,,, Nk TO TRUSS/ROOF JOIST STALLED PER CISCASTANDARDS � B"B MAIN TEE C#C� C4 ACCESSIBLE SHOWER ELEVATION-BACK WALL L I � I 12"1/ 22" / A502 SCALE:3/4"=1'-0" MIN. f MIN. C.= FRONT APPROACH/PULL S1DE I2'-0"MAX. 6-0"MAX 4,. GENERAL NOTE: Ilf ATTACHED A'Ai A. USE HEAVY DUTY SUSPENSION SYSTEM. PERIMETER WIRE -l0 CENTER LINE OF SHOWER t 'A E7'.4 Cnii'. pB. CEILING MUST BE ATTACHED ON TWO ADJACENT �3 '-�� ,` I � WALLS. \ h 0.... PROVIDE BACKING IN HINGE APPROACH/PUSH SIDE >-+ o M C. CEILINGS SUBJECT TO SPECIAL INSPECTION. ' / WALL BEHIND ALL GRAB I cV 1 `,1 D. WiTH APPROVAL OF AUTHORITIES HAVING 8- MAx A'A r 'B E'B / I' �. JURISDICTION,INSTALL SUSPENSION SYSTEM AND �% BAR LOCATIONS. - ___Nr ►�`' i I 1 ¢ PANELS IN ACCORDANCE WITH THE IBC SECTION 1621.5 riN„),..„,,,,, ,,, 2'-3"MAX. \ WITH THF.FOLLOWING EXCEPTIONS: IW Z / /FOR TYPICAL — - _ — ..• �� CLEARANCE REQUIRED w -, p LIGHT SUPPOR1. USE OF BERC2 CLIPS WHICH ELIMINATES THE NEED FOR •,� • - •- - - - - - - ONLY IF CLOSER AND C'' SEE SEE DETAIL C*C I g STABILIZER BARS. t r MOUNTING LATCH ARE PROVIDED. • „ l C1� LOCATION FOR 54 MIN.iF CLOSER IS ' ¢ 2. 7/8"WALL MOLDING INSTEAD OF THE 2"WALL MOLDING. D*D I' I - o I CONTROLS&HAND I PROVIDED O 3.CEILING AREAS LESS THAN 144 SQ.FT.ARE EXEMPT FROM - SHOWER. lir - O 0 _ ' - SEISMIC REQUIREMENTS. hip'- - - - - - I -�� r i A '7 �_ I U , , VERIFY INSTALLATION OF CEILING TO BE IN ACCORDANCE C• i 1,,,,, 1 12" -,, I ›- Q •rl I J \ ' I /e'\I/ i WITH THE MANUFACTURER'S RECOMMEI+DATIONS. 12 GA.HANGER WIRE PROVIDE BLOCKING MIN. - „I `� 1 1 SEISMIC EXPANSION 4 ° (EVERY 16 SQ.FT.MIN.) x • FOR FOLDING j 411"m D*D \ .l 1 E•E JOINT SEPARATING / 8"MAX. ¢ I SHOWER SEAT I d- H / / / )f 3 TURNS MIN.(1-1/2" ,: I ` ` � 7 CEILINGS LARGER THAN /' 4 1.41114 4 I � - J / _ ' 2,500 SQ.FT.SEE F*F / �f RUNNER OR CROSS ;� LATERAL FORCE BRACING: UNATTACHED WALL TEE AS SCHEDULED - FR NT APPROACH/PUSH SIDE � o r .41 1r171 47''' r-, L 24" SUSPENDED CEILINGS BRACING SHALL BE AS PER iBC 2506.2.1 AND SECTION 13.5.6 OF ASCE 7 WHERE HORIZONTAL RESTRAINT iS ` 0 REQUIRED(CEILING S.F.EXCEEDING 1,000 S.F.)HORIZONTAL RESTRAINT SHALL BE AFFECTED BY FOUR NO.12 GAUGE WIRES / 3 4, MIN. t 1 SECURED TO THE MAIN RUNNER WITHIN 2"OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN CEILING TILE AS / ,'/ /� I ANGLE NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING.THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" // SCHEDULED j 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 j WALL ANGLE ��-- ---" t IA- L f CID r T EXCEED 8'-0"MAX.FROM ANY WALL AT THE PERIMETER OF APPLICATION.ATTACHMENT OF ALL RESTRAINT WiRES SHALL BEL AS PER CISCA STANDARDS AND SHALL BE ADEQUATE FOR THE LOAD IMPOSED,400 LBS.MINIMUM.(SEE ABOVE GENERAL NOTE) WALL CONNECTION,ANCHOR �. —� LATCH APPROACH/PULL SIDE TO STRUCTURAL ELEMENT B2 TYPICAL LAY IN CEILING DETAILS A*A B4 ACCESSIBLE SHOWER ELEVATION-END/CONTROL WALL B5 DOOR MANEUVERING CLEARANCES A502 SCALE:N.T.S. A502 SCALE:314"=1'-0" A502 `SCALE: 1/2"=1'-0" NOTE:DIMENSIONS SHOWN ARE PROVIDE BLOCKING IN WALL BLOCKING EACH SIDE, NOTE:PROVIDE PROVIDE BACKING iN WALL FOR FiXED OR FROM FINISH FACE OF WALL BEHIND ALL GRAB BARS&SEAT. DRY SIDE I SHOWER SIDE - TOP&BOTTOM OF FOLDING SHOWER COMPARTMENT SEATS. • (6"MAX - - - T - CABINET BACK WALL 6" i WALL TII ' - -I- 22"-23" 4 /////////////�' \ I ��0 A 15"-16" CONTROLS&' RECTANGULAR FOLDING \ I TILE BACKER BOARD _ � \‘.\0. H � it - - HAND SHOWER -- SHOWER DOOR I _ UL C.NIE SEN �' INSTALL 5I8"GYPSUM - AT PER DETAIL A3/A5 \ (WHEN PROVIDED) I WATER PROOFING BOARD ON ALL SIDES,TOP WALL CONSTRUCTION44 \ MEMBRANE,INSTALL TO &BOTTOM OF RECESSED SEE PLAN END/CONTROL WALL N. �� q SIDE WALL HEIGHT OF SHOWER HEAD r - e(-6. -`�-�� AREA SECTION • �., � J, SLCA � {2)LAYERS 5/8"TYPE'X' k _ ARI Q 2292 p GYPSUM BOARD WHERE GRAB BAR ENDS �, \ 1/./. n c\ OCCURS-SEE WALL TYPES AT SEAT r 60"MIN.CLEAR �I, DISTANCE TO DRAIN PER CODE i, DISTANCE TO DRAIN PER CODE / 0 F %‘ FIRE EXTINGUISHER f r R FLASHING SEALED TO • CABINET \ , THRESHOLD NOTE:SLMEMBRANOPE EE MEMBRANE - PROJECT NUMBER fill 1fl4"T036h1 36"MIN.CLEAR - •s..,,, FLEXIBLE SEALANT 157.1901 I U SLOPE a:l2 MORTAR SEAT WALL \\ FLOOR TILE(OR FINISH�, . . r \,_ �---. �,, PROVIDE THRESHOLD MEETING REQUIREMENTS OF D3/A501 AS SCHEDULED 1 • f ' --.' '� _ _ �'i' i OUTSIDE OF SHOWER) / �"� t - ..\ �\ \ I L ARCHITECTURAL f. .� GLASS SHOWER DOOR TO h. 'E \ THIN SET 2/"MAXJf_2Y2l'MAX.• THIN SET WATER EASILY GRASPABLE PULL AN 1 \ I DETAILS WHEN OPEN PROVIDE 36"CLEAR \ I ELEVATION ft/ ACCESS INTO SHOWER PROOFING MEMBRANE RAMP MORTAR BED TO I FLASHING SEALED TO I 1 S"-16" .1- THIN SET , MEMBRANE CREATE HIGH POINT I DRAWING NUMBER SLOPED MORTAR BED I // �-SHOWER DRAIN WITH CLAMPING RING L-SHAPED RECTANGULAR SOFT JOINT A2 SEMI-RECESSED FIRE EXTINGUISHER A3 ADA SHOWER COMPARTMENT SEAT A4 ADA SHOWER-ALTERNATE ROLL-1N LAYOUT A5 ADA SHOWER DETAIL A502 A502 SCALE:1/2"=1'-0" A502 SCALE:3f4"-1'-0" A502 SCALE: 1/2"-P-0" A502 SCALE:3"=1'-0" 1 1 1 I 1 1 I a W DOOR AND FRAME SCHEDULE DOOR HARDWARE GLAZING SCHEDULE SIZE DOOR PANEL(S) FRAME A. BUTT HINGES IL SILENCER DOOR , NUMBER WIDTHHEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH RATING HARDWARE NOTES NUMBER B. PASSAGE SET-LEVER HANDLE 1. STOP 1 1/4"CLEAR,TEMPERED GLAZING z C. PRIVACY SET(THUMBTURN)-LEVER J. GASKETS-ALL 4 SIDES o 102 3'-0" T...0;; O 13/4" D02 WOOD STAINED F04 ALUMINUM PREFINISHED NA AFHI - 102 HANDLE K. THRESHOLD 2 1/4"CLEAR,TEMPERED GLAZING WITH SUNSATIONAL SOLUTIONS MILKY MATTE FROSED FILM 0, D. PRIVACY SET-DOOR PULLS L. RACO POCKET DOOR HARDWARE w 104a Y-0" 7-0" 13/4" DOl WOOD STAINED FO1 ALUMINUM PREFINISHED NA ACHI - 104a E. ENTRY/OFFICE LOCKSET-LEVER HANDLE O 1/2"CLEAR,TEMPERED GLAZING 104b 3'-0" 7'-0" 13/4" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 104b F. STOREROOM LOCKSET-LEVER HANDLE , � 105a 3'-0" 7'-0" 13/4" DO1 WOOD STAINED F0l ALUMINUM PREFINISHED NA ACHI - 105a G. CLOSER 105b 2'-9" 7'-0" 13/4" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 105b \1`....1\I \I\ NOTE: W 0. ON 106a 3'-0" 7'-0" l 3/4" DO1 WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 106a I. SUPPLY HARDWARE IN ACCORDANCE WITH BBHMA GRADE 1 QUALITY STANDARDS. 1066 2`-9" 7'-0" 13/4" DOl WOOD STAINED F03 ALUMINUM PREFINISHED NA DL POCKET DOOR 1066 2. HARDWARE FINISH TO BE BRUSHED STAINLESS. 1 I I 1 0 �± 109a 3'-0" 7'-0" 13/4" DOl WOOD STAINED F01 ALUMINUM PREFINISHED NA AEHI - 109a 3. WOOD DOORS TO BE STAIN GRADE WOOD DOORS. DOORS SHALL BE BIRCH VENEER. PROVIDE STAIN 1 .- 0 0 SAMPLES FOR OWNER SELECTION. z 109b 3'-0" 7'-0" 13/4" 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. a 1 lOa 3'-0" T-0" 13/4" D02 WOOD STAINED F02 ALUMINUM PREFINISHED NA ABHI - I lOa 5. PANIC HARDWARE IN ACCORDANCE WITH ALL APPLICABLE CODES TO MATCH EXISTING STOREFRONT. t 6. CAULK BOTH SIDES OF ALL DOOR FRAMES. 10b 3'-0" 7'-0" 1 3/4" DO1 WOOD STAINED F03 ALUMINUM PREFTNISHED NA DL POCKET DOOR,LOCK NURSE ROOM 110b 7. POCKET DOOR FRAMES SIZE SUCH THAT THE CLEAR OPENING WITH THE DOOR PULL IS 32"MIN.AND c. a w Pi 112 2'-6" 7-0" 13/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA AEHI - 112 CLEARANCE BETWEEN PULL AND THE FRAME IS 1.5"MIN. 08. ALL INTERIOR DOOR FRAMES AND WINDOWS TO BE RACO ALUMINUM SYSTEMS. ; p .A 115 3'-0" 7'-0" 13/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 115 r I - I I w u s g 116 3'-0" 7'-0" 13/4" DOl WOOD STAINED FOl ALUMINUM PREFINISHED NA ACHI - 116 a 1 1 1 I g a 1& 117 3'-0" 7'-0" 13/4" DOI WOOD STAINED FOl ALUMINUM PREFINISHED NA ABHI - 117 3 118 3'-0" 7'-0" 1 3/4" DOl WOOD STAINED FOE ALUMINUM PREFINISHED NA ACHI - 118 1 120 3'-0" 7'-0" 1 3/4" DOl WOOD STAINED FOI ALUMINUM PREFINISHED NA ABHI - 120 ce, ____ n 4 F. w FIREBLOCKING NOTES: i o A. PROVIDE FIREBLOCKING PER CODE REQUIREMENTS. B. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS(BOTH %iamoli t;1VERTICAL AND HORIZONATAL)AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN R... FLOORS,BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE(IBC 718). i 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 WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL ARCHITECTURE -E, V PANEL OF ONE THICKNESS OF 0.75-INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75-INCH PARTICLEBOARD. GYPSUM BOARD,CEMENT FIBER BOARD,BATTS OR i a BLANKETS OF MINERAL WOOL,GLASS FIBER OR OTHER APPROVED MATERIALS T 801.597.7641 5 INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE s4. PERMUTED AS AN ACCEPTABLE FIREBLOCK(IBC 718.2.1). 541 WEST 6570 SOUTH 4 1 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 STAGGERED STUDS,AS FOLLOWS:1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. i paul@order-archcom 2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'(IBC 718.2.2). www.order-arch.com 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(IBC 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 ..1<4 (IBC 718.2.5). CND — F4 WINDOW TYPES J (DOOR TYPES I I FRAME TYPES J Il'-7%" / > g M 2' 3'-0" 2,1 5, 8'-1y 2 "=3 EQ.SPACES , " - ›.,I NI /r 5 f 2,-0„ 1'-11"/ ), 2'-0" 3'-0" - w a1 , „ 5'-0° 2 1'-8'7 l'itr-2"e" 2„ 1'-8" 2„,i, 2'-8" 112 SEE SEE ,}� 2„ SEE 1,SEE SCHED. 7'-3"=3 EQ.SPACES 32"CLEAR S S• p 2 . ?'2" N - = 1 'r SCHED. 1 'I SCHED. 1 tit.: 1 ' (V\-iti N _ SCHED. �I _ / IN , \ / N \ / \ 'II N \ / "� (-- O / / _ o O O © © o // „' / - Q \ / A \ / • • r:, A \ /y`^ Q \ / o Y�+1 F+1 r, F%, N, A C1 Q N /\ 0rJTC' / {Wy'j \ / x \ / \ / I I \ • 4> / V2 N [„V N eq-- \\2� N O O N O U `' O _ X V�0 X , V] I I C/] X l•�` �'�-�` �o W ` W \ 44 W / \ MI W / \ MI W _ W / \ Cdr) �� `v ' \\ N \\ VD / \ / \ - //X\\ -II / \ o M Q-in \ \ / \ / \ c., / \ II / \ N / \ / \ / ,I I / \ N FINISH NI _ M_ �,� FINISH �, ._ �, FINISH �i —'. '• • — FLOOR FLOOR - 'f y L SEE SCHED.� FLOOR TYPE:WO1 TYPE:W02 TYPE:W03 TYPE:W04 TYPE:W05 TYPE:WO6 TYPE:DO1 TYPE:D02 TYPE:F01 TYPE:F02 TYPE:F 'f 3'-01/2"MIN VERIFY TYPE:F04 O RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT RACO STOREFRONT SEE SCHEDULE SEE SCHEDULE RACO FRAME RACO STOREFRONT RACO SLIDING DOOR RACO STOREFRONT E-- 4 BUTT JOINT WITH 1/4" - BUTT JOINT WITH 1/4" BUTT JOINT WITH 1/4" Cip CONTINUOUS CLEAR CONTINUOUS CLEAR CONTINUOUS CLEAR SILICON SEALANT,TYPICAL SILICON SEALANT,TYPICAL SILICON SEALANT,TYPICAL y" 474„ 47 " le 4 Ir le t 1 t% / I AND FINISHES — T _ . WALLAS SCHEDULED ��L A I�`'j� _ • - " (EDGE OF FINISH TO C L" 3i" 38"STEEL STUDS 38 STEEL STUDS 6 STEEL STUDS EDGE OF FRAME) UL C.NIE SEN �' U.N.O. (7 .__ - 5/8"GYPSUM BOARD,BOTH SIDES : �?�- SLC_ _ 5/8"GYPSUM BOARD,BOTH SIDES 8' /A_ ARIa2292 5/8"GYPSUM BOARD,BOTH SIDES (PROVIDE- WATER RESISTANT (PROVIDE g"WATER RESISTANT (PROVIDE 8"WATER RESISTANT - _________ GYPSUM BOARD IN RESTROOMS OR GYPSUM BOARD IN RESTROOMS OR GYPSUM BOARD IN RESTROOMS OR 5/8"TILE BACKER BOARD,WHERE 7 lF 0�� 5/8"TILE BACKER BOARD,WHERE 5/8"TILE BACKER BOARD,WHERE `� TILE OCCURS) O OF TILE OCCURS) -- TILE OCCURS) , �`' 11 3�"SOUND ATTENUATION BLANKET \ \ < z-'1 PROJECT NUMBER •� 32"SOUND ATTENUATION BLANKET \ 31"SOUND ATTENUATION BLANKET O 157.1901 —— — ��— ___V\_______ �— 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"=1'-0° STEEL STUD MANUFACTURER SCALE: 1-1/2" " STEEL STUD MANUFACTURER SCALE: 1-1/2"=I'-0" STEEL STUD MANUFACTURER _-1-0 RECOMMENDATIONS. - RECOMMENDATIONS. RECOMMENDATIONS. WALL TYPE: Q WALL TYPE: Q WALL TYPE: Q DRAWING NUMBER Al WALL TYPES B6 TYPICAL DOOR FRAME LOCATION A601 A601 SCALE:3"=1'-0" A601 SCALE: 1-1/2"=I'-0" — ' 1 I i W H A 04 z 0 P.a u w ca NEW 8'-7y'x 7-3Y'x 10'4,000 PSI CONCRETE / PAD FOR TANK SUPPORT. #5 AT 12'O.C.EACH WAY IN \/\ </\ \ / CENTER THICKNESS OF SLAB \ W 0, H o A I 1 I I I ei oci ! > 1 , 0 0 0 0 -0 o 0 o f1 0 o: p_ i r�H 3 #4 x 24'DOWELS AT 24'O.C.AROUND PERIMETER c EXISTING CONCRETE P w J OF CUT EPDXIED 6'INTO EXISTING CONCRETE \---,,,,l :i_ ^�K; ry �: �K_y^ ^� ,y^- SLAB ON GRADE w X__ .,,-,;.,.7-;/--, ..':;;;51-,--...',--,- iii"- iii _?.:7;/,,f-5.7, 7::,--.7'• �7 f/^ 1.�/`" l�✓ J J ,^��^� /�, `�� w // i / /,// /\ \ ' / / / //./ // // / //// // / // ' /;�/./, l \ \/\i\ \/\K\/</ /`�/'\/\/`-�/\/\/\/ /\/\/\/\/\/\ i \ :� ,\\/////// //��//, //��j/ // /%//\\//�//�//\/%//\\//�j%�//�,//i//>\/�\ ' I HH : 1. 4'GRAVEL BASE i i 1 I 3 i NOTE: PROVIDE%4"dia GRADE 36 ANCHOR IN EACH CORNER OF 3 TANK BASE.ANCHOR MAY BE CAST IN PLACE J-BOLT w/7" EMBEDMENT OR EPDXIED THREADED ROD w/6" EMBEDMENT I 3 I ORDER I 1 CONSTRUCTION DETAIL 101 NO SCALE ARCHITECTURE S 3 i T 801.597.7641 1 541 WEST 6570 SOUTH i MURRAY,UT 84123 paul@order-arch.com - www.order-arch.com 1 INTERIOR PARTITION STUD SCHEDULE 1 I WALL HEIGHT I I STUD SIZE I I SPACING I Q 6'ABOVE CEILING 362S125-30 16'O.C. .411 15'-0' 362S125-30 16'O.C. Cass 23'-0" 362S162-43 12 O.C. E—+ Q ›-4 8 g 0....-.. I. NOTE: AT EACH SIDE OF DOOR OR WINDOW, T� W O • PROVIDE DIAGONAL BRACE CONNECTED TO F-�--i-1 VD JAMB STUDS AT 6"ABOVE CEILING 0 0 j II � c � -71- E 2 CONSTRUCTION DETAIL 1 101 NO SCALE f:'N1 ROOF DECKING or CONCRETE O BRACE SCHEDULE FILLED FLOOR DECKING BY OTHERS E'er LENGTH I I SIZE I 1 1 Cl) UP TO 6'-0' 362S125-30 6'-1'TO 9'-0' 362S162-43 9,-1'TO 12'-0' 600S162-43 ATTACH WEB CLIP TO DECKING w/ MIN.OF(3).157dia x lye P.A.F.AT OVER 12'-0' 600S162-54 FLOOR OR(2)#10 SCREWS AT ROOF CUT STUD FLANGES OF BRACE DIAGONAL BRACE PER SCHEDULE TO EXPOSE WEB CLIP AT BOTH w (MAX.SPACING=6'-0'O.C.) - --- ENDS - ENDS and SECURE AS NEEDED V O P 7?", 01. 10'-6'MAX. �' J G/5443°E -� 44- 1/41'x 18ga TOP TRACK r e'IC kal 7/1 - i ATTACH WEB CLIP TO TRACK 6-, OREGON 1\ w/(2)#10 SCREWS MIN. ,4P7 :477:_::.(4._ n CEWNG AT 10'-0' }_DAuFl`•;T10r�i O1!� ��3%e x 30 mil.INTERIOR LIGHT .7-1 PROJECT NUMBER GAUGE STEEL STUDS 19-110 CONCRETE FILLED FLOOR CONSTRUCTION • 1 Y4 x 30 mil.BOTTOMDECKING or CONCRETE DETAILS TRACKS MIN. (TYP) SLAB ON GRADE ir LT' 4- DRAWING NUMBER I 3 CONSTRUCTION DETAIL S101 101 NO SCALE S ', ABBREVIATIONS LEGEND DRAWING INDEX GENERAL NOTES AC ACCESS COVER EWC ELECTRIC WATER COOLER RA RETURN AIR Ax6 i BARE SHEET METAL RECTANGULAR DUCT, -120°-i 120°F.HOT WATER SHEET N U M B E RID RAWI N G TITLE A) THESE DRAWINGS WERE PREPARED USING THE 2012 IBC,2012 IMC, AIR CONDITIONING 'A'AND'B'ARE INSIDE CLEAR DIMENSIONS. s-140 -i 140° 2015 IPC,2012 IFGC,AND THE 2010 IECC. ° °F.HOT WATER EWT ENTERING WATER TEMPERATURE RAG RETURN AIR GRILLE 'A'IS WIDTH OF DUCT IN VIEW SHOWN. B) ALL INSTALLATIONS SHALL BE PER THE 2012 IBC,2012 IMC,2015 IPC, AD ACCESS DOOR •-� OXYGEN MECHANICAL PLANS PLUMBING PLANS 2012IFGC,ANDTHE2015IECC. AREA DRAIN EX EXISTING RD ROOF DRAIN rhil 0 1"LINED SHEET METAL RECTANGULAR DUCT,OR -- 1"FIBERGLASS DUCT,SEE DRAWINGS FOR TYPE, S--- —S VACUUM M001 TITLE SHEET(LEGEND&ABBREVIATIONS) P201 WASTE &VENT AND WATER& NAT GAS PLUMBING PLANS C) THESE DRAWINGS ARE TO SHOW THE GENERAL CONCEPT OF THE SYSTEMS. AFF ABOVE FINISHED FLOOR F FURNACE RF RELIEF AIR 'A'AND'B'ARE INSIDE CLEAR DIMENSIONS. P202 SHOWER STEAM GENERATOR PLUMBING PLANS FIELD VERIFY ALL LOCATIONS AND COORDINATE EXACT ROUTING WITH ALL 'A'IS WIDTH OF DUCT IN VIEW SHOW. s-160°--s 160°F.HOT WATER P201 ISOMETRIC PLUMBING DIAGRAM TRADES. AH AIR HANDLING UNIT FB FAN POWERED VAV BOX RH RELIEF HOODM201 MECHANICAL PLAN r RADIANT HEATER A B--7 1 1/2"WRAPPED SHEET METAL RECTANGULAR DUCT, s $ s BUTTERFLY VALVE D) REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING AP ACCESS PANEL FC FAN COIL UNIT 'A'AND'B'ARE INSIDE CLEAR DIMENSIONS. s BALL VALVE M701 MECHANICAL DETAILS &SCHEDULES P701 PLUMBING DETAILS&SCHEDULES FIXTURES,LIGHTS,CEILING DIFFUSERS,AND FIRE SPRINKLERS. RI ROUGH-IN 'A'IS WIDTH OF DUCT IN VIEW SHOW. 5-0 ATC AUTOMATIC TEMPERATURE CONTROL FD FLOOR DRAIN s �1 GATE VALVE E) ALL DUCT SIZES LISTED IN THESE DRAWINGS ARE INSIDE CLEAR FIRE DAMPER RP RADIANT PANEL A"0 BARE SHEET METAL ROUND MEDIUM OR LOW DIMENSIONS UNLESS NOTED OTHERWISE. AUTO AUTOMATIC RECIRCULATION PUMP PRESSURE DUCT,AV IS DIAMETER. s-- s CHECK VALVE FH FIRE HYDRANT F) SLOPE ALL HORIZONTAL SANITARY WASTE AND VENT PIPING A MINIMUM OF AV AIR ADMITTANCE VALVE RT ROOFTOP UNIT k A"(3 ci 1 1/2"WRAPPED ROUND MEDIUM OR LOW s - , s PLUG VALVE A 114"PER FOOT FOR 21/2"AND SMALLER,1/8"PER FOOT FOR 3"TO FL FILTER - PRESSURE DUCT,KO IS DIAMETER. AW AIR WASHER RV RELIEF VENT s PRV 6",AND 1/16°FOR 8"AND LARG R. FLR FLOOR RELIEF VALVE + s INSULATED ROUND FLEXIBLE DUCT,5 FEET MAXIMUM. G) SLOPE ALL HORIZONTAL ROOF DRAINAGE PIPING A MINIMUM OF A 1/8" ai B BOILER s : 2-WAY AUTO VALVE PER FOOT UNLESS NOTED OTHERWISE. FOB FLAT ON BOTTOM REQD REQUIRED -ss,_- DIRECTION OF AIRFLOW s s 3-WAY AUTO VALVE BB BASEBOARD H) ALL MATERIALS INSTALLED IN AN AREA ABOVE THE CEILING DESIGNATED FOS FLAT ON SIDE SA SUPPLY AIR X SUPPLY DUCT RISER + ti _ THERMOMETER ASA RETURN AIR PLENUM MUST BE NONCOMBUSTIBLE OR SHALL HAVE BDD BACKDRAFT DAMPER N. T A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE- FOT FLAT ON TOP SC SELF CONTAINED UNIT x` SUPPLY DUCT DROP + 1 GAUGE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE BFP BACKFLOW PREVENTOR WITH ASTM E 84. FP FIREPLACE SD STORM DRAIN l RETURN,EXHAUST,OR OUTSIDE AIR DUCT s--i I i s UNION BLD BUILDING RISER J) ALL UNDERGROUND DUCT SHALL SLOPE TO ALLOW DRAINAGE TO A POINT FS FLOOR SINK SEF SMOKE EXHAUST FAN + I N. STRAINER ` PROVIDED WITH ACCESS. BOD BOTTOM OF DUCT .\ RETURN,EXHAUST,OR OUTSIDE AIR DUCT s d s BALANCING VALVE FSD FIRE/SMOKE DAMPER SF SUPPLY FAN DROP K) PROVIDE CLEANOUTS EVERY 100 FEET ON HORIZONTAL WASTE LINES, BOU BOTTOM OF UNIT RELIEF VALVE EVERY CHANGE OF DIRECTION GREATER THAN 45°,AT THE BASE OF FU FIXTURE UNIT SP STATIC PRESSURE h I 'L) ROUND DUCT DROP WASTE STACKS,AND NEAR THE POINT THE SEWER ENTERS THE BTU BRITISH THERMAL UNIT 5--C11-i BACKFLOW PREVENTER BUILDING. GA GAUGE SPEC SPECIFICATION h I (-) ROUND DUCT RISER r BTUH BRITISH THERMAL UNIT PER HOUR PIPE ANCHOR BUILDING LiTILITY INF 0 R MAT I O N L) SEISMIC RESTRAINTS ARE REQUIRED PER 2015 IBC.ENGINEERING AND + )( + GC GENERAL CONTRACTOR SS STAINLESS STEEL r1 JI 9MANUAL VOLUME DAMPERS(SQUARE OR ROUND) + _ + DIRECTION OF FLOW RESTRAINT SELECTION ARE THE RESPONSIBILITY OF THE MECHANICAL AND CA COMBUSTION AIR SANITARY SEWER PLUMBING CONTRACTORS. GI GREASE INTERCEPTOR 1 I ) / MOTORIZED DAMPER OR FIRE/SMOKE DAMPER 5-0 s EXPANSION JOINT CC COOLING COIL ST SOUND TRAP M) FIRESTOPPING DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE INSTALLING GPM GALLONS PER MINUTE } 13:1 / DUCT ACCESS DOOR I c s FLEXIBLE CONNECTION CONTRACTOR. CD CONDENSATE DRAIN STD STANDARD CONSTRUCTION DOCUMENT GRD GRADE { ; f INTAKE LOUVER WITH BIRDSCREEN + ► PIPING TEE DROP TO BELOW N) AS-BUILT DRAWINGS SHALL BE PROVIDED TO THE OWNER OR OWNERS REPRESENTATIVE TAG TRANSFER AIR GRILLE WITHIN 90 DAYS OF CERTIFICATION OF OCCUPANCY. CFH CUBIC FEET PER HOUR GT GREASE TRAP # ; f EXHAUST LOUVER WITH BIRDSCREEN C = PIPING ELBOW DROP UTILITY SIZING SCHEDULE NATGAS SIZING SCHEDULE TOD TOP OF DUCT 0) O&M MANUALS FOR THE PROJECT SHALL BE PROVIDED TO THE OWNER OR OWNERS CFM CUBIC FEET PER MINUTE GW GREASE WASTE f II / FIRE DAMPER O s PIPING ELBOW RISER REPRESENTATIVE WITHIN 90 DAYS OF CERTIFICATION OF OCCUPANCY AND INCLUDE TW THROUGH WALL UNIT DOMESTIC WATER WASTE EQUIPMENT INPUT EQUIPMENT INPUT THE FOLLOWING ITEMS:EQUIPMENT SUBMITTALS,MANUFACTURES O&M'S,NAME AND z CH CHILLER HB HOSE BIBB 5--SS-- UNDERGROUND SANITARY SEWER RECTANGULAR ELBOW WITH TURNING VANES TAG QTY COLD HOT COMBINED TAG QTY BTU/HR CUBIC FEET/HR ADDRESS OF AT LEAST ONE SERVICE AGENCY,HVAC AND SERVICE HOT WATER TYP TYPICAL —SSs ABOVE GROUND SANITARY SEWER DFU'S TOTAL CONTROLS MAINTENANCE AND CALIBRATION INFORMATION,AND A NARRATIVE OF HOW CHWR CHILLED WATER RETURN HDR HEADER SLOT DIFFUSER FU'S TOTAL FUS TOTAL FU'S TOTAL EACH TOTAL EACH TOTAL EACH PIECE OF EQUIPMENT IS TO OPERATE INCLUDING SETPOINTS. w UH UNIT HEATER s——--i UNDERGROUND COLD WATER CHINS CHILLED WATER SUPPLY HE HEAT EXCHANGER X SQUARE DIFFUSER © 1 5 5 - - 5 5 4 4 © 1 75,000 75,000 85 85 P) PROVIDE AIR AND WATER BALANCING REPORTS TO BUILDING INSPECTOR PRIOR TO FINAL w UR URINAL s5 UNDERGROUND HOT WATER(120°F.) 0 0 INSPECTION. CI CAST IRON HP HEAT PUMP 4 / DUCT MOUNTED GRILLE(RECTANGULAR) TOTAL INPUT-BTU/HR 75,000 z Y u s—-—s ABOVE GROUND COLD WATER m VAV VARIABLE AIR VOLUME 1 1.5 1.5 1.5 1.5 2 2 1 1 j CL CENTER LINE HTR HEATER b__,=, 9 BARE SHEET METAL ROUND MEDIUM OR LOW 5—--- s ABOVE GROUND HOT WATER 0 BTU/HR--CUBIC FOOT 890 _ VB VACUUM BREAKER ors CLG CEILING HU HUMIDIFIER VAV BOX © ROUND DIFFUSER 1 • I: HOSE BIBB FDo3 - - - - - - 2 6 0 TOTAL EQUIPMENT INPUT-CUBIC FEET/HR 86 = CLR CLEAR HVAC HEATING,VENTILATING&AIR CONDITIONING VTR VENT THROUGH ROOF / 24x24 RETURN AIR GRILLE s--SS-® FLOOR DRAIN m ® PRESSURE AT THE METER(TO BE VERIFIED) -PSI o CO CLEAN OUT HW HOT WATER W/ WITH /I 24x12 RETURN AIR GRILLE s--SS--® FLOOR SINK 1 1.5 1.5 1.5 1.5 2 2 2 2 ce �/ 0 DISTANCE FROM METER TO FURTHEST EQUIPMENT 150'-0" Z CONN CONNECTION HWR HOT WATER RETURN WA WATER HAMMER ARRESTOR L'J THERMOSTAT OR SENSOR CC FIRE HYDRANT ® NATURAL GAS LINE SIZE AT METER 1-1/4" Cl) �/ s 63 s GLOBE VALVE v 1 3 3 3 3 4 4 5 5 CP CIRCULATING PUMP HWS HOT WATER SUPPLY WB WET BULB LJ SWITCH „ �/ 4 1 - CONNECTION OFF SIDE W8 o- CR CONDENSATE RETURN IE INVERT ELEVATION WC WATER CLOSET LJHUMIDITY SENSOR 1 I t 1 - - - - - - 2 2 Z i CONNECTION OFF BOTTOM z CT COOLING TOWER IH INTAKE HOOD WH WATER HEATER 0 CLEAN OUT s- --s CONNECTION OFF TOP CU CONDENSING UNIT INSUL INSULATION s-A—s COMPRESSED AIR1 2.25 2.25 2.25 2.25 3 3 5 5 o COPPER 4 Q 1 WATER HAMMER ARRESTER 0 L LOUVER 5—CD-5 CONDENSATE DRAIN ti I CAPPED END DF 1- CW COLD WATER w 1 0.25 0.25 - - 0.25 0.25 0.5 0.5 0 su LAT LEAVING AIR TEMPERATURE 5—CR—s CONDENSATE RETURN O CWR CONDENSER WATER RETURN TOTAL DOMESTIC WATER FIXTURE UNITS 17 cc a LAV LAVATORY s--CWR-s CONDENSER WATER RETURN w CWS CONDENSER WATER SUPPLY GPM PER TABLE E102 19 o 5--CWS--5 LIQUEFIED PETROLEUM GAS sCWS--s CONDENSER WATER SUPPLY WATER SIZING PER FIGURE E103C 1-1/4" D Nei f( >- DA DILUTION AIR 0�. T =/ Q MAX MAXIMUM s-CHWR--s CHILLED WATER RETURN ,:\s> o DB DRY BULB Na o MBH THOUSAND BTU PER HOUR s-CHWS� CHILLED WATER SUPPLY TOTAL DRAINAGE FIXTURE UNITS 26 -- wI S DCW DOMESTIC COLD WATER WASTE SIZING PER TABLE 710.1(1) 4" m MC MECHANICAL CONTRACTOR s-----s HOT WATER RECIRCULATION LINE -. ^� 1- DF DRINKING FOUNTAIN r.c ►>� ' o DUCT FURNACE MD MANUAL DAMPER s-HW � l RHOT WATER RETURN �Y�J.�1 1 A� �� a DESTRATIFICATION FAN cn DOWN FLOW MECH MECHANICAL s -HWS-i HOT WATER SUPPLY 0 z DFU DRAINAGE FIXTURE UNIT MH MANHOLE s—G—s NATURAL GAS ci z PERMIT SET z DH DUCT HEATER MIN MINIMUM s—OD © OVERFLOW ROOF DRAIN 2 REV. DATE DESCRIPTION ,`; DHW DOMESTIC HOT WATER MU MAKE-UP AIR UNIT s--RDo ROOF DRAIN - - - z w DIA DIAMETER NATGAS NATURAL GAS s-S-s STEAM _ _ _ 0 m DM DAMPER NIC NOT IN CONTRACT s--SCW-s SOFT COLD WATER - - - m o DN DOWN NTS NOT TO SCALE s-SHW-s SOFT HOT WATER05 B 08/05/2019 RELEASED FOR PERMIT DWG DRAWING OA OUTSIDE AIR s---V---i VENT LINE = A 07/26/2019 95% PROGRESS SET m EA EXHAUST AIR OC ON CENTER s------a VTR VENT THROUGH ROOF 1-7. f , _ _ + JTB HVAC & Plumbing • EAT ENTERING AIR TEMPERATURE OCEW ON CENTER EACH WAY Engineering, Inc. w o EC ELECTRICAL CONTRACTOR ORD OVERFLOW ROOF DRAIN 10459 South 1300 WestSuite 203 a EVAPORATIVE COOLER South Jordan, Utah 84095 P PUMP j VWWV.JTBEngineering.net z EF EXHAUST FAN PH: (801) 849-8590 PH PENT HOUSE Le EH ELECTRIC HEATER F- EXHAUST HOSE PRV PRESSURE REDUCING VALVE MATERIAL SPECIFICATIONS PROJECT NAME: a EL ELEVATION P&TV PRESSURE&TEMPERATURE RELIEF VALVE RESTORE CRYOTHERAPY 0 co EQ EQUIPMENT PSI POUNDS PER SQUARE INCH MECHANICAL SPECIFICATIONS(UNLESS NOTED OTHERWISE ON PLANS) PLUMBING SPECIFICATIONS(UNLESS NOTED OTHERWISE ON PLANS) TIGARD z O "' ESP EXTERNAL STATIC PRESSURE PVC POLYVINYL CHLORIDE LOW PRESSURE RECTANGULAR DUCT BELOW GRADE DUCT(ROUND OR RECTANGULAR) ABOVE GRADE PIPING BELOW GRADE PIPING su SANITARY WASTE-SCH40 PVC DWV PIPE WITH SOLVENT GLUED DWV FITTINGS. SANITARY WASTE-SCH40 PVC DWV PIPE WITH SOLVENT GLUED DWV FITTINGS. ADDRESS o EW EMERGENCY EYE WASH QD QUICK DISCONNECT SUPPLY DUCT-SINGLE WALL SHEET METAL WITH 1"LINER. SUPPLY DUCT-SINGLE WALL SHEET METAL WITH PVS COATING. 'I 2264 SW SCHO LLS FERRY ROAD DWV VENT-SCH40 PVC DPIPE WITH SOLVENT GLUED DWV FITTINGS. ROOF DRAINS-SCH40 PVC DWV PIPING WITH SOLVENT GLUED DWV FITTINGS. i= RETURN DUCT-SINGLE WALL SHEET METAL WITH 1"LINER. RETURN DUCT-SINGLE WALL SHEET METAL WITH PVS COATING. TI GARD, OR 97223 • EXHAUST DUCT-SINGLE WALL SHEET METAL. DOMESTIC COLD WATER-2"AND SMALLER-BLUE PEX TUBING WITH POLYALLOY DOMESTIC WATER-TYPE'IC COPPER TUBING WITH LEAD-FREE SOLDER JOINTS. o FLUE PIPING CRIMPED FITTINGS. z LOW PRESSURE ROUND DUCT DOMESTIC COLD WATER-2"AND LARGER-AQUATHERM OR CPVC PIPE WITH DRAWING TITLE: SINGLE WALL ALUMINUM SINGLE WALL(SEE DRAWINGS FOR LOCATIONS). GLUED FITTINGS DOMESTIC PIPING INSULATION TITLE o SUPPLY DUCT-SINGLE WALL SHEET METAL WITH 1 1/2"INSULATION WRAP. DOUBLE WALL-ALUMINUM B-VENT PIPE. DOMESTIC HOT WATER-RED PEX TUBING WITH POLY ALLOY CRIMPED FITTINGS. 1"FIBERGLASS INSULATION FOR PIPING 1 114"AND SMALLER. RETURN DUCT-SINGLE WALL SHEET METAL WITH 1 1/2"INSULATION WRAP. 1"FIBERGLASS INSULATION. S u EE w 1 1/2°FIBERGLASS INSULATION FOR PIPING 1 1/2"AND LARGER. i 1 ,,, EXHAUST DUCT-SINGLE WALL SHEET METAL. CONDENSATE DRAINS-(INSIDE)SCH40 PVC WITH SOLVENT CEMENT JOINTS. v COMBUSTION AIR DUCT-SINGLE WALL SHEET METAL. CONDENSATE DRAINS-(OUTSIDE)TYPE'M'CU TUBING WITH SOLDER JOINTS. JOB NO.: 19.142 SHEET NUMBER 0 NATURAL GAS-2"AND UNDER SCH 40 BLACK PIPE WITH THREADED JOINTS. Ft NATURAL GAS-2 1/2"AND OVDER SCH 40 BLACK PIPE WITH WELDED JOINTS. DATE: 08/05/2019 o ROOF DRAINS-SCH40 PVC DIM/PIPING WITH SOLVENT GLUED DWV FITTINGS.co DRAWN BY: FA/AAM 0 0 1 USE CAST IRON PIPING FOR ROOF DRAINS RUNNING IN A RETURN AIR PLENUM. '- SCALE: NTS KEYED NOTES OEXISTING MAIN SUPPLY AIR DUCT DROP FROM EXISTING ROOF TOP UNIT(RTU). CONNECT NEW DUCT TO EXISTING. O24"x20'MAIN RETURN AIR DUCT FROM SPACE TO EXISTING RETURN AIR DUCT DROP FROM EXISTING RTU. O14"X14"EST RTBE CO 8"X8"DUCT TO ABOVE THE CEILING LEVEL.XHAUTT GRUN EACHILLESO 8"X8"ABOVEONNECTED THE TC EILING AS SHOWN.THEN COMBINE INTO 10"X10"AND RISE UP THROUGH ROOF TO EXHAUST FAN ON ROOF. O10"X10 EXHAUST AIR DUCT TO BE CONNECTED TO 24"X24"EXHAUST GRILLE.RISE THE DUCT UP THROUGH ROOF TO EXHAUST FAN ON ROOF. OBALANCE FRESH AIR INTAKE ON EXISTING ROOF TOP UNIT TO 800 CFM. O8"0 EXOM T AN, OOP REPAIR HAUSTAIR ROOF AFTERDUCT INSTFRALLATION.EXHAUSPROVIDEFRUN WEATHERTHROUGH CAPRPRAWN BIRDATCH SCREEANDN. MAINTAIN 10'-0"FROM ANY FRESH AIR INTAKE ON ROOF,RE-ROUTE LINE IF REQUIRED. O6"f EXOM T AN, OOP REPAIR HAUSTAIR ROOF AFTERDUCT INSTFRALLATION.EXHAUSPROVIDEFRUN WEATHERTHROUGH CAP RANDF.BIRDATCH SCREEDNAN . MAINTAIN 10'-0"FROM ANY FRESH AIR INTAKE ON ROOF,RE-ROUTE LINE IF REQUIRED. - - f ��_ FILL BON ® j EAM SH911'E' ..� �1- `' G 1_ Iiir \ { \ \ V [0 ," ` • \ _ _ • ` /EF z z (CEILING) \ • k \ 6 O ��/% \ 0 \ 1 \ 2 cEF `-' ''' /�. ' \ \ 4 f,J CEILING) 7 f 4L, .{; 24"x24" \ / r / /� -a5.--- „ i Ix 0 ® r • (ON ROLF) AI ��.� �� \ - ti'a TAG 6"0 /,,, 7 / /� ` L°° /, 8"0 (24"x24") 4O 8'0 / , �� _ 24"x2 l" %// ® 0 f\ (TYP OF 2) © :f _ -$"0 \ ( ) \/ 3 9 \/ 10"0 r 50 150 4) / 3 . 9 C 150 TAG 2 II • .� (".r/I/1/- a (CEL 'G) 1125 �I I-- _� (TYP OF'2) � l"OF 2) 10`P1 KS) z fYP OF 2) Al mil JD 1;, 12 (TIP OF 2) NP OF 2) z 1 1 w / - _. 1S"0 t 12"0 z _ 16"'14" 1 •L 11-L ______L 7 i ,24"x24") 12"� 14.0 20'x'&"' VIP \ �--� �� ♦� + (24"x24") 9 _ �- fr _ - - __i i I (24"x24") ! ` / ` 9 T ) (TAG)Z `(TYPOF2 �. Y !'' 7f/ . / //7/ it 1 ( 9 ) TAGI `�� - (TYP OF 2) / ,,-x _ (24"x2,') . — ' �' m (24"x24"} 0 (TYP OF 2) /%.� .�, - I (24"x24") I 8 �y PI 9 (24"x24") TV (24'1)64") IS IS ts o I co 9 _ RAG \TAG/ m 9 9 to ED o % `•` (TYP OF 2) l--I ~ (/YP OF 2) (TYP OF 2) (TAG)C . TAG c / (TYP OF 2) (TYPLA OF 2) / ' dOC_,/ >K80 � -1—E.)-1—E.). 1 I / 3 80 ( / 11-j----. . /r I I 200/ 1 ,. \J" k j \ . \ / '�� o - ; (�(P OF 2; 2pp ; �, i..._ - (TYP OF 5) -- A I \\,..- wL_-_--_ --- I _ - i �� _�_ _ _�__�" _ -Cr_ - F 0 0_ CY o o .i/ ` 1 o _ AIME . LU U) LU C '. anzsark ' � C ,0 NORTH MECHANICAL PLAN ` . . co SCALE: 1/4"=1'-0" 0 z z PERMIT SET 0-REV. DATE DESCRIPTION Fc LL, LL, LU Eci J d 06 B 08/05/2019 RELEASED FOR PERMIT A 07/26/2019 95% PROGRESS SET m 1- o JTB HVAC & Plumbing ce iEngineering, 10459 South 1300 West, SuifeInc_203 ct South Jordan Utah 84095 CL L 1 WA W.JTBEngineering.net z PH: (80 9) 849-8590 Q 0 LL, PROJECT NAME: o Fc,... O_ RESTORE CRYOTHERAPY U Li, c, TIGARD LU ADDRESS 0 12264 SW SCHOLLS FERRY ROAD TIGARD, OR 97223 cc 0 z DRAWING TITLE: Q MECHANICAL w PLAN w o JOB NO.: 19.142 SHEET NUMBER z Q DATE: 08/05/2019 ce Q DRAWN BY: FNAA M201 ,„ 1- SCALE: 114"=1'-0" • ROOF DECK ..d.- ____....---SCREWS REGISTER, GRILLE, AND DIFFUSER SCHEDULE FLEXIBLE 1" X 22 GAGE BAND RGD MOUNTING LOCATION BORDRGDER NECDK RGD CEILING RGD RGCONNECTION RGD OPTIONS AND RGD MANUFACTURER DUCT SEE TAG FACE AIR FINISH PLANS FOR RGD USE SIZE SIZE STYLE TYPE PATTERN SIZE COLOR ACCESSORIES MODEL NUMBER SIZE. FLEX DUCT 5 -0" CEILING CEILING INCHES INCHES INCHES MAX. LENGTH -CEILING MOUNTED KRUEGER ( I 1 1 /—DUCT SLEEVE SEE v SUPPLY AIR 150 8"0 ROUND - 360° 8"0 WHITE _ RM115RM1 0 ir _ ,(//_ / DRAWINGS FOR SIZE © CEILING MOUNTED T- 4 - KRUEGER W SUPPLY AIR 24x24 10"O LOUVER BAR WAY 10"0 WHITE - 1400 KRUEGER CONNECT FLEXIBLE DUCT © CEILING MOUNTED T- 4 = MINIMUM RADIUS EQUAL TO COLLAR WITH NYLON W SUPPLY AIR 24x24 8"0 LOUVER BAR WAY 8 WHITE1400 DUCT STRAP WALL GRILLE SEE TO 1 1/2 DUCT DIAMETER. TABLE FOR SIZE 0 CEILING MOUNTED T- 4 - KRUEGER 11011111111INSTALL WITH BLADE W SUPPLY AIR 24x24 6"0 LOUVER BAR WAY 6"0 WHITE - 1400 _ _ OPENINGS FACING UP (ONE EACH SIDE) © CEILING MOUNTED T- BAR DROP FACE BORDER KRUEGER / /„...— TRANSFER SIZE v SUPPLY AIR 17x17 8"0 LOUVER BAR WAY 8"0 WHITE SH WALL PER ARCH 12x6-170 CFM AND UNDER CEILING DRAWINGS. 14x6 200 CFM AND UNDER 6 CEILING MOUNTED T- 4 DROP FACE BORDER KRUEGER 14x8 275 CFM AND UNDER W SUPPLY AIR 17x17 6"O LOUVER BAR WAY 6"0 WHITE SH I or I AM CEILING MOUNTED GYP 4 DROP FACE BORDER KRUEGER DOOR PER ARCH W SUPPLY AIR 14x14 6"0 LOUVER BOARD WAY 6"O WHITE SH CEILING DIFFUSER SEE-7DRAWINGS. PLANS AND SCHEDULE. 8 CEILING MOUNTED T- - INSULATED PLENUM KRUEGER W RETURN/TRANSFER AIR 24x24 22x22 PERF. BAR - 22x22 WHITE _ 6790 g CEILING MOUNTED T-BART - INSULATED PLENUM KRUEGER W RETURN/TRANSFER AIR 24x12 22x10 PERF. GYP - 22x10 WHITE - 6790 CEILING MOUNTED DIFFUSER DETAILTRANSFER AIR DUCT DETAIL ANTS D NTS EXHAUST FAN SCHEDULE FAN ELECTRICAL FAN ROOF DECK EXHAUST FAN LOCATION OPER- OPTIONS AND EXHAUST FAN MANUFACTURER ___---SCREWS TAG CFM ESP. FAN SONES/ POWER MOTOR DISCON- WEIGHT ....6-....6-- AREA SERVED WIRE FROM STRUCTURE ALT. INCHE W.C.S WHEELPDB V/PH/HZ POWER RPM STARTER LBS. A SPIRAL 71" X 22 GAGE BAND 1-1/2" WOE STRAP ® ROOF - 0.167 BY EC 2 SPEED FAN COOK0 DUCT SEE W TANK ROOM 375-150 0.35 - 120/1/60 HP N/A OCCUPANCY SENSOR 100 ACEB PLANS FOR SULATED SIZE. SUPPLY DUCT ® CEILING - 77 BY EC 2 SPEED FAN COOK Z METAL ELBOW RIGID DUC7 W CRYO-SAUNA 185 0.35 - 120/1/60 WATT 999 N/A - OCCUPANCY SENSOR GC-186 o- z Fc ® CEILING 0.4 11 BY EC TURNS ON WITH LIGHTS PANASONIC z I © RESTROOM 75 0.25 1,135 120/1/60 WATT 1,135 N/A 30 - FV-05-11VK1 n / FORMED ELBOW ® CEILING 0.4 11 BY EC MANUAL ON/OFF SWITCH PANASONIC 0m L W RESTROOM 75 0.25 1,135 120/1/60 WATT 1,135 NIA30 - FV-05-11VK1 FASTEN DIFFUSER '/ MINIMUM RADIUS EQUAL TO ELBOW USING LBELL SHAPED O TWO(2)SPEED FANS LOW SPEED TO EXHAUST 150 CFM AT UNOCCUPIED MODE AND 375 CFM AT OCCUPIED MODE. 0.5 TO 1 1/2 DUCT DIAMETER. SHEET METAL SCREWS VOLUME 1 SPIN-IN FITTING = DAMPER WNOLUME DAMPER 1.5 X DUCT DIAMETER 0 N— RIGID DUCT LL ''''' . ..\-/ HARD CEILING 0 rr I a, I 1 SUPPLY DIFFUSER NOTE: DIFFUSER SEE 1. SEAL ALL CONNECTIONS WITH SEALANT. PLANS AND SCHEDULE. 2. TYPICAL DIFFUSER INSTALLATION FOR OPEN CEILINGS ALSO. 0 I- I- 2 0 w 0 DUCT MOUNTED DIFFUSER DETAIL ®HARD CEILING DIFFUSER INSTALLATION DETAIL o NTS NTS NTS w 11.1 , OREGON z \ � c� F- 0 .� � 4 ' � J ``_--- Q ROOF CAP a co } BIRDSCREEN z PERMIT SET z SEALANT REV. DATE DESCRIPTION E z ROOF FLASHING WALL 1E1 "' z - ROOFING BY OTHERS GRAVITY BACKDRAFT C Lu °a DAMPER INSIDE CURB - 0 CEILING 1"FIBERBOARD DUCT Z 1 _ DUCT FLANGE TOcTa - - TURNING VANES COMPLETELY SEAL TOP , EXHAUST FAN CEILING OF ROOF CURB C� c «y TRANSFER AIR GRILLE 0 FAN SEE ARCH. DWGS. _ i S�S i i i 1 B 08/05/2019 RELEASED FOR PERMIT FOR ROOF CONSTRUCTION ANCHOR FAN A 07126/2019 95% PROGRESS SET it DUCT TO ROOF CAP TO CURB I- (SEE DWGS. FOR SIZE) BIRDSCREEN 0 SEAL�..._ JTS HVAC & Plumbing ROOF CURB Engineering, Inc_ _ I (12'HIGH MIN.) 1/ 10459 South 1300 West Suite 203 0 -) DUCT FROM OTHER FAN T BAR LAY IN CEILING 4 • (IF REQUIRED) f South Jordan, Utah 84095 Lu x RUN FLASHING UP i WWW.JTBEngineering.net ______+i- o I I UNDER FAN BASE = PH: (801) 849-8590 a (BY OTHERS) Lu a / TRANSFER AIR GRILLE - PROJECT NAME: 0o EXHAUST RESTORE CRYOTHERAPY co 0 AIR EXHAUST DUCT(SEE 1IG/\RL o DWGS. FOR SIZE) w CL z ADDRESS o RESTROOM EXHAUST FAN DETAIL TRANSFER AIR DUCT DETAIL ROOF EXHAUST FAN DETAIL 12264 SWSCHOLLR9ERRYRQAD TIGARD, OR 97223 0 111 L.,_ 311 NTS 0 NTS 0 NTS DRAWING TITLE: J zic a MECHANICAL DETAILS w & SCHEDULES LU 0 JOB NO.: 19.154 SHEET NUMBER IDATE: 08/05/2019 o DRAWN BY: FNM NI 7 0 1 5A SCALE: NTS . KEYED NOTES OCONNECT TO EXISTING 1-114"DOMESTIC COLD WATER LINE.VERIFY IN FIELD EXACT LOCATION. 20 CONNECT TO EXISTING NAT GAS LINE.VERIFY IN FIELD EXACT LOCATION CONTRACTOR TO VERIFY IF THE NAT GAS IS 2 PSI OR 4 OZ. IF PRESSURE IS 2 PSI THEN THE CONTRACTOR TO PROVIDE 2 PSI TO 4 OZ VENTLESS PRV,FULL PORT SHUT VALVE AND A FLEXIBLE CONNECTION FOR THE NEW GAS FIRED WATER HEATER. NAT GAS LINE SIZE SHOWN IS FOR 4 OZ AND TOTAL RUN OF NAT GAS LINE OF 150'-0" MAXIMUM.CONTACT ENGINEER FOR ANY REVISION. ORISE UP DHW LINE AT THIS POINT. ® CO a DROP DHW LINE AND THEN 1/2"TO PLUMBING FIXTURE THEN RISE UP. O4 4" — —ss 4" ss — 4" —ss v/ 4" V 4 O DROP DHW LINE AT THIS POINT AND RUN LINE AT THE 114 TURN VALVE LEVEL. •(WE) ' Q 0 �,, a RISE UP DHWR LINE AT THIS POINT AND RUN BACK TO RECIRC.PUMP. 1X _la 41111 oI v / O PROVIDE 112"DCW CONNECTION TO PLUMBING FIXTURE. FD `') `., "' ® 8 CONNECT TO EXISTING 4"SANITARY SEWER LINE.CONTRACTOR TO FIELD VERIFY. 2" , 2„ FD 1 / K 1 v 9 2"VENT THROUGH ROOF.PROVIDE WEATHER CAP AND BIRD SCREEN.MAINTAIN \t" FD a ) /,_, FD 10'-0"FROM ANY FRESH AIR INTAKE ON ROOF. AM \ 1 / LAV 2". imk l 1 W ° N.i WNI v10SEE P202 FOR STEAM GENERATOR PIPING. - / " , o 3" 3" - `DF\ O2" CO w GENERAL NOTES OCONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS,THIS INCLUDE AND NOT LIMITED TO EXISTING SANITARY SEWER LINES,EXISTING DOMESTIC COLD WATER LINEIS AND NATURAL GAS LINE LOCATION AND PRESSURE. 20 CONTRACTOR TO NOTIFY ENGINEER IF ANY FIELD VERIFICATION RESULTS WOULD CHANGE THE DESIGN SIGNIFICANTLY. U z 0 z E Lull' w z 0 z ut 0 z m a- oti 0 S CO I- c NORTH WASTE & VENT PLUMBING PLAN SCALE: 114"=1'-0" coc Lu a z Lu $- I- 0 z UJ (86 CFH) UJ akCRIP\ v (76 MBH) nc 10:- 1-114" _ __ 112" C):( _112" I u ® r ► '. - If �� Li -z ( 1 ) o0i 'Tia,f4:7F \_r.--: n O { X51' ,ruir G 85 CFH w C40- er`�i o o , ©MOO I ,'� 00 .„_ z ,„1,6.„.„..,...-„ ,,, 7 4 °314" - `�}\_ , fi .1-4-oro As't'.� ® o� �, 0c- AA 0 W 314" ---- v 1/2" a � O O �� 7 '� s � a � �� PERMIT SET z -- — — k REV. DATE DESCRIPTION � T�wf-: / 7....ii (DF) O ) I`��I I I I I — - - - z � I� I ! li�l � w Gr�1� L} LJ"�1�� 7 - 1 -1-____ - - - om [O _ 10 C \� / m r P. I.) I H _ _ _ II \ od (------ 1 _ I -' B 08/05/2019 RELEASED FOR PERMIT r 1 I I - A 07/26/2019 95% PROGRESS SET m T1 TV ng Engineering,R ninc. 10459 South 1300 West, Suite 203 2 South Jordan, Utah 84095 o I 71 i WWW.JTBEngineering.net 1- n I PH. (801) 849-8590 Q I..9 T ti z PROJECT NAME: , • ,__________ i a 0_01 ..______ ... - - LI_ J , �_ t.,40, RESTORE CRYOTHERAPY _ ,i TIGARD w w ADDRESS 0 12264 SW SCHOLLS FERRY ROAD TIGARD, OR 97223 2 ce 0 u_ DRAWING TITLE: J NORTH PLUMBING z A WATER & NATGAS PLUMBING PLAN w PLANS w SCALE: 114"=1'4" JOB NO.: 19.154 SHEET NUMBER oI DATE: 08/05/2019 o DRAWN BY: FNM P201 „, 1- SCALE: 114"=1'-0" KEYED NOTES 0 1I2°DCW SUPPLY TO STEAM GENERATOR.EXTEND SUPPLY LINE FROM MAIN SUPPLY LINE OF WATER HEATER. SEE P201 FOR DOMESTIC WATER PIPING. 0 PROVIDE CONDENSATION PAN UNDER THE STEAM GENERATOR.INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS. O PROVIDE NEW 112"STEAM SUPPLY LINE AT THIS POINT.CONNECT TO NEW STEAM HEAD LOCATED INSIDE THE SHOWER.STEAM LINE TO PENETRATE WALL BETWEEN JANITOR CLOSET AND SHOWER ROOM. INSTALL STEAM HEAD AT THE MANUFACTURER'S RECOMMENDED HEIGHT ABOVE FINISH FLOOR. O PROVIDE WATER PRESSURE REDUCING VALVE TO WORKING PRESSURE OF 15-20 PSI. 0 PROVIDE WATER HAMMER ARRESTOR. 0 STEAM SUPPLY LINE TO BE COPPER TYPE"L"BRAZED LINE.NO SOLDERING. OR MANUFACTURER'S RECOMMENDED MATERIAL. GENERAL NOTES 0 CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS,THIS INCLUDE AND NOT V LIMITED TO EXISTING SANITARY SEWER LINES,EXISTING DOMESTIC COLD WATER LINEIS AND NATURAL GAS LINE LOCATION AND PRESSURE. I I • AM0 CONTRACTOR TO NOTIFY ENGINEER IF ANY FIELD VERIFICATION RESULTS WOULD • Mr CHANGE THE DESIGN SIGNIFICANTLY. Z , L___. 1/2" — — �_4Y FILL BOX c_ , I 1 _. C5-10r Iz o ® II1J El f v , "--•�--�" -s" TTL ,� X11 wsHo�� (z �� 00 _ F�TL�2E GIS v SG I s a m I I II 1 \ I i i E - — _ J ___r . O A © v 1 = I` / 0III f .,I, „:, p �- _, r- I I Et 74 I \ \ / r : 1 = 'r. I ,IC,-,P, n2Ly /ii_tili IIIr --IL . / ) Ih, Hhii, i 1_ _ . .i m , c-,U U'U f--- 0, I I I fl cc I ----------- „-----) w _ 1, • , 1 i ' �Ji a_ Liklil 'IL 1 ��' ' I J , ,, ,,,,,_ , I I D .1 7:111. [:= ___. A 1 4 i 1 T1 ��. A w ce i w i_________, ! i L� i 0t Pme,f\,_ < 7 s O i I 01 -r �, 1 0u1 dOLO 1 .., i-----LLHI ;______. , ! 1 ” r , ONEMN i ___I k \---- K /\ L ,Q a i 'I 1I < aS _ 0 - - - - _— - - - -- z, — - PERMIT SET Z REV. DATE DESCRIPTION E w z 3 LSJ z NORTH STEAM GENERATOR PLUMBING PLAN - - - Fo2 SCALE: 1/4"=f-0" B 08/05/2019 RELEASED FOR PERMIT U A 07126/2019 95% PROGRESS SET coi— o t IJ7BHVAC & Plumbing Engineering, inc_ cta_ H 10459 South 1300 West, Suite 203 South Jordan, Utah 84095 W 1-7 ngrr?eerrng-net 1— o — - 8590z a 0 1- PROJECT NAME. _ E RESTORE CRYOTHERAPY co TIGARD n w w ADDRESS z 12264 SW SCHOLLS FERRY ROAD TIGARD, OR 97223 r z DRAWING TITLE: J STEAM GENERATOR PLUMBING 0 w PLAN co JOB NO.: 19.154 SHEET NUMBER c5 PDATE: 08/05/2019 o DRAWN BY: FAIAA P202 „, 1- SCALE: 1!4"=1'-0" KEYED NOTES 0 CONNECT TO EXISTING 4"SANITARY SEWER LINE.CONTRACTOR TO FIELD VERIFY. 0 2'VENT THROUGH ROOF.PROVIDE WEATHER CAP AND BIRD SCREEN.MAINTAIN 10'-0"FROM ANY FRESH AIR INTAKE ON ROOF. 0 j CS� ss SS Ss SS SS ‘Sss71*\ ss Ss, FD GENERAL NOTES W 1. 111111, 0 CONTRACTOR TO FIELD VERIFY ALL UTILITIES LOCATIONS,THIS INCLUDE AND NOT /J ( ss LIMITED TO LINE/S AND NATURAL GASSTING LINELOCY ATIONR INES,EXISTING AND PRESSURE DOMESTIC COLD WATER J/ I \ 0 CONTRACTOR TO NOTIFY ENGINEER IF ANY FIELD VERIFICATION RESULTS WOULD SS �� soCHANGE THE DESIGN SIGNIFICANTLY. 0 ss �� 2/ (vvB\/ ) I �� /5s SS z S / I 7 SS so, z I / W > /J I ss so I / \s so,,,,"SS so W I J/ S 10 s S CB I \ss / 791* � SS\ __, a �S SS v¢ S/ = v I /� SS m I `` Ste' \SS > �/ \ I /�� SS\ 05 u) �'' I ,ss FD FD so, ce Lu so,a F � 1 SSri s, 4 0 S /I> SS I S / / I �� S/ \ g I o ss\ /J/ \4 I s/s Ss \ \ w SS\�� 2/ / SSt /� \ 4 LU 1 o I 419 / / I / ,,.• S \ � I _ 71P rn I S / s LLIFD \ \ 1- I LAV ` / / SS NI I 5 I�. I� ss/ \s I � I >LSS I -J co I >o \ \�� / 1 ss ✓ \ss I \ zI \ \ /J/ I 3 s5 \ I \ \ I z I \� / �,� I ,ss �\ I PERMIT SET z I • `` �J/ \ss ss/ ss \ REV. DATE DESCRIPTION 2 w I S / �J/ >419 - - - s ss Z I DF /J/ �� / ` �� S I - - - s 3 S ,� S I 0 J/o / \s SS/ ss ss g,, I - - - Fa se U I �� J/ ��\�,, .� /s 0 B 08/05/2019 RELEASED FOR PERMIT I / \ /�� Ss 3 \ A 07/26/2019 95% PROGRESS SET m CD s� t 1 JTB HVAC & Plumbing o s ss Engineering, Inc_ a / 1 10459 South 1300 West Suite 203 o ce ?'' I Co ss South Jordan, Utah 84095 SS s © ss/ ii WWW.JTBEngineering.net I- Z �� 0s/ PH: (801) 849-8590 s� / / s o ` /S ss PROJECT NAME: o FD __ ssS RESTORE CRYOTHERAPY o WC) /s z ss TIGARD 0 LU CC LU `/ss ADDRESS 0 12264 SW SCHOLLS FERRY ROAD Q TIGARD, OR 97223 ce oz DRAWING TITLE: J 0 ISOMETRIC WASTE & VENT LU PLUMBING PLAN Ili ISOMETRIC WASTE & VENT PLUMBING PLAN JOB NO.: 19.154 SHEET NUMBER o P SCALE: NTS DATE: 08/05/2019 o DRAWN BY: FNM 1)203 co F- SCALE: NTS MIN 12"HIGH HEAT TRAP TO PREVENN HOTO WATECOLD WATER PLUMBING SCHEDULE MIGRATING TO COLD WATER . . 314"COLD WATER FIXTURE ROUGH-IN SIZES FIXTURE TYPE inches FINISH FIXTURE MANUFACTURER �� TAG ACCESSORIES AND COMMENTS MOUNTING LOCATION DOMESTIC WATER WASTE&VENT COLOR MODEL NUMBER COLD HOT TRAP VENT WASTE ® WATER CLOSET-ADA BRASS CRAFT KWIK TURN STOPS PROFLO CHROME ESCUTCHEON KOHLER EXPANSION TANK Mir MOUNT-TANK 1/2" 2 4 WHITE BEMIS WHITE SEAT(1955C) LEFT CHROME TRIP LEVER K-3979 N.46 FLUE UP THRU ROOF,SEE MECHANICAL m LAVATORY ADA INSULATED P-TRAP COVER BRASS CRAFT KWIK TURN STOPS,WATTS LFUSG-B MIXING VALVE KOHLER 314"HOT WATER WALL MOUNT 1/2 1/2 1 114 2 2 WHITE PROFLO 1 114"SS GRID STRAINER AND P-TRAP MOEN FAUCET(8800 CHROME) K-2005 7 PLANS FOR SIZE AND ROUTING. 0 { { P&T RELIEF VALVE SHUT-OFF VALVE -c El SHOWER-ADA HAND-HELD WITH SLIDE BAR,MOEN FAUCET(8346) 64"WIDE x 35"DEEP SHOWER BASE TILED SHOWER WALL&FLOOR (TYPICAL) _____LI - 1/2 1/2 2 2 2 CHROME BRACE LINE TO WALL �� MAWASTE Y OREXTENVD ENAT.SAJAY R.SMITH FLOOR DRAIN (2010 A06CP-P050) TILED SHOWER WALLS& FLOOR BY GC BY GENERAL CONTRACTOR CLEANOUT AND ACCESS COVER, TOP OF COVER TO BE FLUSH DIELECTRIC UNION 1 \FD\ FLOOR DRAIN TRAP GUARD,SIMILAR TO SURESEAL 97041 - WATTS 2 NB 2 2 (TYPICAL) _ WITH TOP OF FLOOR. i - - I 1 I FD7-5R-2-PVC H ATTACH WATER HEATER TO /-- FLOOR LEVEL. r` WALL. 1; II WALL PER SEISMIC REQUIREMENTS. CHROME WALL ® KITCHEN SINK-ADA PROFLO 1 1/2"SS BASKET, STRAINER&P-TRAP - ELKAY r COVER&SCREW. v COUNTER MOUNT-SINGLE COMP. 1/2 1/2 1 112 2 2 SS MOEN FAUCET(7430-CHROME W/O SPRAYER) BRASS CRAFT KWIK TURN STOPS LRAD222265 PLUGGED TEE WITH ® JANITOR SINK FIAT FAUCET(830-AA) FIAT MOP BRACKET(889-CC) FIAT 2"WIDE 16 GAGE STEEL --H' I CLEANOUT. 1/2 1/2 3 2 3 WHITE BAND, SECURE TO WALL mos 101 W FLOOR MOUNT FIAT HOSE AND BRACKET(832-M) - MSB-2424 s I WI WOOD BLOCKING AND I I, VI t) FLOOR LEVEL. KWB) WASHER BOX 114 TURN VALVES O8A32Y BOLTS. (TYP OF PLACES) �� 112"RECIRC WATER 1 112 112 2 2 2 WHITE _RP NATURAL GAS SUPPLY,SEEBALANCE OF PIPING Q SAME AS CLEANOUT IB ICE MAKER BOX - 114 TURN VALVE OATEY PLANS FOR SIZE AND ROUTING. ------------„,„..._I W (ABOVE CEILING) INSTALL RECIRC. PUMP SIZE. 0 1/2 1/2 - - - WHITE - - 39136 BELOW TOP OF WATER NB CAST IRON HEATER,SEE INSTALL118 BEND (OF) ELECTRIC WATER COOLER ADA 370 WATTS, 115-1-60 BRASS CRAFT KWIK TURN STOP ELKAY FLEX CONNECTOR. I SPECIFICATIONSNI\___ . . 1!8"C.I. BEND FR101 1 HO DOUBLE UNIT WI BOTTLE FILLER 112 1 114 2 2 8.0 GPH PROFLO 1 114"SS P-TRAP LZSTL8WSLK — RUN DISCHARGE LINE TO (1q1"------____ BALANCE OF PIPING SAME © WATER HEATER 75,000 BTU/HR,0.59 ENERGY FACTOR, ULTRA LOW NOX T&P RELIEF VALVE BRADFORD WHITE GAS COCK In-IIPAN.(SAME SIZE AS AS CLEANOUT TO GRADE. v NATURAL GAS(ATMOSPHERIC VENT) 1 1 - - - - 62 GALLON TANK, THERM-X-TROL EXPANSION TANK(ST-12) HEAT TRAPS URG275H6N VALVE DISCHARGE.) s. ,__! .., I 1 \ DRAIN VALVE W/THREADED (RP) HOT WATER RECIR.PUMP ELECTRICAL-11511/60(1/25 HP,0.7 AMPS) FLANGED CONNECTION ARMSTRONG I I HOSE CONNECTION. ABOVE CEILING 3/4- 2 GPM @ 10 FEET OF HEAD,AUTO SHUT OFF AND TIMER SUPPLY COMPANION FLANGES ASTRO 30 FLOORCLEAN-OUT WALL CLEAN-OUT O WALL CLEANOUT PROVIDE COVER AND SCREW - JAY R. SMITH FLOOR W NUMBER IS SIZE - - - - VARIES - _ - 4472T FCO FLOOR CLEANOUT GASKET SEAL - JAY R. SMITH - NUMBER IS SIZE - - - - VARIES - BRONZE PLUG - 41018 (A\NATURAL GAS WATER HEATER DETAIL pt( )CLEANOUT DETAILS Ai STEAM GENERATOR DRAIN PAN - MR STEAM NTS NTS W JANITOR CLOSET 1/2" 2" 7.5 kW,208-240 VOLT SINGLE PHASE - MS225E z' Aza WATER HAMMER ARRESTOR FIXTURE UNIT CAPACITY: 1 TO 11 - SIOUX CHIEF z W ABOVE CEILING 1/2 MIP OR MALE SWEAT CONNECTION - 652-A OR AS E L11 z AM WATER PRESSURE REGULATOR PROVIDE WITH 0 TO 160 PSI GAUGE SET AT 80 PSI UNLESS SPECIFIED OTHERWISE WATTS v - 112 - - - - - SWEAT CONNECTION ON INLET AND OUTLET 12 PSI DROP @ 12 GPM LFU5B-S-Z3-GG 11.10 Z E J d ots 0 FOR INSTALLATIONS OVER 2 PSI PROVIDE WITH OVER-PRESSURE m FLOOR PROTECTION DEVICE(OPD)TO MEET ANSI Z21 80 PER SECTION 410.1 ~ (BY OTHERS) INSTALL CAPPED TEE FOR PRESSURE GAUGE CONNECTION OF THE 2015 IFGC. PROVIDE MAXITROL OPD210 OR EQUAL. PROVIDE AN MINIMUM OF 10 PIPE DIAMETERS DOWN STREAM VENT LIMITING DEVICE OR VENT TO THE OUTDOORS. cc OF THE PRV PER SECTION 410.2 OF THE 2015 IFGC. U- z oTOP OF E COUNTER t NATURAL GAS PRESSURE REGULATOR(MAXITROL 325-7L OR EQUAL) m J\J 1111 In1/\111M l • INSTALLED IN HORIZONTAL PIPING, PROVIDE VENT LIMITING DEVICE 0 OR VENT TO THE OUTDOORS. z T` 1 I SINKII-- TO FAUCET I CONNECTIONS FULL PORT SHUT-OFF mt I ------- -'- z z 7---------"\___ VALVE WITHIN 3 FEET o FLOOR DRAIN ----"---------------- OF UNIT. WATTS LFUSG-B MIXING '% VALVE SET AT 110°FEQUIPMENT LI.] _ ce HOT WATER E■ COLD WATER - CL ct LLJMAIN W/STOP MAIN W15TOP _ ■II_IPIlliCa'I- - 0ilk .ir. P-TRAP , . _ • / \��N� f"Nict, fes , �Q A„.., ..„,„ C , _ \ o FLOOR PROVIDE UNION AND SOLID PIPING OR % ' ,r ti a \_PROPERLY SIZE CSST FLEX TO UNIT. \\ 10PIPE DIAMETERS INSTALL CAPPED TEE FACING DOWN LL, FOR PRESSURE GAUGE CONNECTION -11 S,C471n`J. OF PRV OR OPD. AND SEDIMENT TRAP PER SECTION / `' m �p 0 DRIP LE 410.2 OF THE 2015 IFGC. \ Ji¢�`i/ J - mAs NATURAL GAS INDOOR _. LAV MIXING VALVE DETAIL n FLOOR DRAIN DETAIL PRESSURE REGULATOR DETAIL PERMIT SET z girt NTS NTS ��NTS NTS 11110 NTS REV. DATE DESCRIPTION w w - - - z C7 z L. 0 z - - - J B 08/05/2019 RELEASED FOR PERMIT 0 A 07/26/2019 95% PROGRESS SET m �- o JTB HVAC & Plumbing Engineering, inc. w Ti 10459 South 1300 West, Suite 203 0 a South Jordan, Utah 84095 CL WW. WJTBEngineering.net o H: (801) 849-8590 Z Q n PROJECT NAME: ,._ ._ RESTORE CRYOTHERAPY 0 0 0 o TIGARD z L.. w ADDRESS 0 12264 SW SCHOLLS FERRY ROAD TIGARD, OR 97223 ix 0 z DRAWING TITLE J PLUMBING DETAILS n 1- & SCHEDULES L1.1 w 0 JOB NO.: 19.142 SHEET NUMBER c7 z DATE: 08/0512019 oDRAWN BY: FAIAA 92 ,_ . SCALE: NTS 1 I 2 I 3 I 4 I 5 ELECTRICAL GENERAL NOTES ELECTRICAL SYMBOL SCHEDULE o JUNCTION BOX SURFACE Fp WALL JUNCTION BOX 1'-s"UNO GENERAL NOTES: REMODEL NOTES: SYMBOL I DESCRIPTION I MOUNTING I NOTES FLOOR JUNCTION BOX FLOOR j LIGHT FIXTURE-SURFACE OR RECESSED j SEE DRAWINGS 1 In I DISCONNECT SWITCH-NON-FUSED 5'-0"UNO 4 1. THE ELECTRICAL SYSTEMS DEFINED BY THESE PLANS AND THE SPECIFICATIONS ARE TO BE CONSTRUCTED AS 24. THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE EXISTING POWER PANELS FROM WHICH ! Ce COMPLETE AND OPERABLE SYSTEMS AND SHALL BE BID WITH THIS INTENT. THE CONTRACTOR SHALL VISIT THE NEW CIRCUITS ARE BEING FED. VERIFY EXISTING BRANCH CIRCUIT BREAKERS AND PROVIDE NEW BRANCH 1 EMERGENCY LIGHT FIXTURE-SURFACE OR RECESSED I SEE DRAWINGS 1,2 LE] I DISCONNECT SWITCH-FUSED 5'-0"UNO 4 O SITE, READ ALL THE RELEVANT DOCUMENTS, AND BECOME FAMILIAR WITH THE TYPE OF CONSTRUCTION AND CIRCUIT BREAKERS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. (--0-1 I LIGHT FIXTURE-OPEN STRIP I SEE DRAWINGS 1 LIZ DISCONNECT SWITCH-SHUNT TRIP 5'-0"UNO 4 WORK TO BE ACCOMPLISHED. SHOULD ANY ERROR, OMISSION, OR CONFLICT EXIST IN EITHER THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE SUBMITTING THEIR BID 25. THE EC SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE TELECOM ROOM FROM WHICH NEW I EMERGENCY LIGHT FIXTURE-OPEN STRIP SEE DRAWINGS 1 1,2 COMBINATION MAGNETIC STARTER/DISCONNECT 5'-0"UNO 0 PRICE SO A CHANGE CAN BE ISSUED IN A PRE-BID ADDENDUM. OTHERWISE, THE CONTRACTOR AND/OR TELE/DATA OUTLETS WILL BE FED. VERIFY EXISTING PATCH PANEL SPACES AND PROVIDE NEW PATCH PANELS AS 1-0 LIGHT FIXTURE-WALL MOUNTED WALL 1 ® MOTOR STARTER I 5'-0"UNO L.L. EQUIPMENT SUPPLIERS SHALL SUPPLY THE PROPER MATERIALS AND LABOR TO INSTALL COMPLETE AND NECESSARY TO LAND/TERMINATE NEW TELECOM CABLING. D OPERABLE SYSTEMS INCLUSIVE OF THE ORIGINAL BID. WHEN EACH ELECTRICAL SYSTEM IS COMPLETE, THE F-? EMERGENCY LIGHT FIXTURE-WALL MOUNTED WALL 1,2CONTACTOR 5'-0"UNO Q CONTRACTOR SHALL TEST AND CONFIRM ITS PROPER OPERATION. ANY INCOMPLETE SYSTEM SHALL BE MADE 26. ALL DEVICES NOT SHOWN ON PLANS ARE EXISTING TO REMAIN IN PLACE AND FUNCTIONAL. IN THE EVENT THAT 0 LIGHT FIXTURE-DOWNLIGHT CEILING 10 MOTOR SURFACE (09 COMPLETE AND OPERABLE PRIOR TO PROJECT CLOSEOUT. WIRING TO AN EXISTING DEVICE IS DAMAGED,WIRING MUST BE REPLACED AND DEVICE BROUGHT BACK TO FULL OPERATION. ® EMERGENCY LIGHT FIXTURE-DOWNLIGHT � CEILING I 1,2I nI METER-PLAN VIEW WALL I .1 0 2. THE ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE ELECTRICAL DOCUMENTS SO FAR �> LIGHT FIXTURE-WALL WASH DOWNLIGHT CEILING 1 H AS ANY ELECTRICAL ITEMS THEY MAY CONTAIN. THE ELECTRICAL CONTRACTOR SHALL REFER TO AND 0 PUSH BUTTON SWITCH 4'-0" SITE NOTES: n I CEILING 1 CL N COORDINATE WITH THEM. NO EXTRA COST SHALL BE ALLOWED FOR FAILURE TO COORDINATE THE CONTRACT O . I LIGHT FIXTURE-CEILING MOUNTED EMERGENCY POWER SHUTOFF SWITCH 4'-0" ^� DOCUMENTS WITH OTHER TRADES AND/OR IF EQUIPMENT DIMENSIONS ARE GREATER THAN SPECIFIED AND/OR 27. ELECTRICAL CONTRACTOR SHALL COORDINATE AND CONFIRM THE EXACT LOCATION OF THE POWER COMPANY `: 1 LIGHT FIXTURE-PENDANT/CHANDELIER CEILING I 1 �..1.• cc DIMENSIONED ON THE PLANS. _,GL_ PANELBOARD-SURFACE MOUNTED 6'-6"TO TOP CL O) SERVICE TRANSFORMER BEFORE INSTALLING THE PAD, PRIMARY CONDUIT, AND SECONDARY SERVICE LATERAL. i LU PROVIDE LABOR AND CONDUIT, CONDUCTORS, WIRE WAYS, TRANSFORMER LUGS, METER BASES, METER CONDUIT, 1-----=---/ LIGHT FIXTURE-WALL BRACKET WALL 1 -G--- I PANELBOARD-RECESSED ' 6'-6"TO TOP Z 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS,AND LABOR FOR THE CONNECTIONS OFCONDUCTORS, CONCRETE PADNAULT, ETC. AS NEEDED FOR A COMPLETE ELECTRIC SERVICE TO THIS FACILITY. �- ; EMERGENCY LIGHT FIXTURE-WALL BRACKET WALL 1,2 O ALL EQUIPMENT SHOWN ON THE PLANS-ARCHITECTURAL, MECHANICAL, ETC. W I TRANSFORMER-PLAN VIEW PAD/FLOOR I W CO w 28. THE EC SHALL COORDINATE LOCATION OF TELEPHONE PEDESTAL, ROUTING/SIZE OF TELEPHONE SERVICE t9 t� t� LIGHT TRACK WITH FIXTURES SURFACE 1 _ I TELEPHONE TERMINAL BOARD WALL _..i r' 4. THIS PROJECT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST RECENT LOCAL, STATE, AND CONDUIT,AND THE MAIN TELEPHONE SERVICE BOARD REQUIREMENTS WITH THE TELEPHONE COMPANY PRIOR TO 0-I EXIT FIXTURE-WALL MOUNT WALL 1,2, 3 0 NATIONAL CODES. IF AT ANY TIME DURING OR AFTER CONSTRUCTION SOMETHING IS FOUND TO BE INSTALLED IN ROUGH-IN. INSTALL A 3/4"CONDUIT WITH(1)#6 BARE COPPER CONDUCTOR FROM TELEPHONE TERMINAL BOARD D CIRCUIT BREAKER I El METER-ONE-LINE II EXIT FIXTURE-CEILING MOUNT CEILING 1,2, 3 VIOLATION OF THESE CODES LISTED ABOVE, IT SHALL BE CORRECTED BY THE CONTRACTOR. (TTB)TO THE MAIN BUILDING GROUNDING SYSTEM. 0 O (A $) (e EXIT FIXTURE W/EMERGENCY HEADS-WALL MOUNT WALL ' 1,2, 3 MLO PANEL-ONE-LINEWVV TRANSFORMER-ONE-LINE MAA Q 5. WHERE A RACEWAY ENTERS A BUILDING OR STRUCTURE FROM THE OUTSIDE, IT SHALL BE SEALED AS PER NEC 29. UNDERGROUND CONDUIT FOR SITE LIGHTING SHALL BE BURIED 24"B.F.G. AND SHALL HAVE ONE(1)#10 THHN • c1 EXIT FIXTURE W/EMERGENCY HEADS-CEILING MOUNT CEILING 1,2, 3 (n 225.27. GREEN GROUND CONDUCTOR TO GROUND ALL LUMINAIRES. • 'Me , DUAL HEAD EMERGENCY LIGHT FIXTURE 1 WALL ; 1,2 MCB PANEL-ONE-LINE I PAD MOUNT XFMR-ONE-LINE 1 CO 6. ALL ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING OR i AREA LIGHT FIXTURE-POLE MOUNTED POLE I 1 �-> , V N 30. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL COORDINATE WITH COMMUNICATIONS/DATA, CABLE I MAINTENANCE WHILE ENERGIZED SHALL BE FIELD OR FACTORY LABELED TO WARN QUALIFIED PERSONS OF TV, GAS,AND WATER UTILITY PROVIDERS(BLUE STAKES),AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN POTENTIAL ELECTRIC ARC FLASH HAZARDS PER NEC 110.16. THE LABEL SHALL ALSO CONTAIN THE MAXIMUM ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE ® I OCCUPANCY SENSOR-CEILING MOUNT I CEILING 11.1.1 AVAILABLE FAULT CURRENT AND THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AS PER NEC LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING PRIOR TO i211 ( PHOTO-ELECTRIC CELL WITH RELAY SURFACE 1 �D AUTOMATIC TRANSFER SWITCH ) I GROUND SLEEVE-ONE-LINE ,�/ 110.24. COMMENCING WORK DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR. ` LL IS !LIGHTING RELAY/POWER PACK SURFACE 1 0 r O 7. ALL PANELBOARDS AND SWITCHBOARDS SHALL BE PERMANENTLY MARKED TO INDICATED EACH DEVICE OR LIGHTING NOTES: CT ENCLOSURE-ONE-LINE FUSED DISCONNECT-ONE-LINEEQUIPMENT WHERE THEIR POWER ORIGINATES AS PER NEC 408.46.ALL EQUIPMENT PROVIDED BY THE EC SHALL T� ( TIME CLOCK-7 DAY I 5'-0" '3 I--� BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY 0 HAVING JURISDICTION, AND BE PROPERLY INSTALLED FOR THE CONDITIONS AND SPACE THAT EQUIPMENT IS 31. ALL BATTERY POWERED OR CONTINUOUS BURN LUMINAIRES SHOWN ON THE PLANS, SUCH AS EXIT LIGHTS, NIGHT $Os I WALL OCCUPANCY SENSOR SWITCH 4'-0" j LIGHTS, OR EMERGENCY LIGHTS, SHALL BE CONNECTED TO THE UN-SWITCHED LEG OF THE LIGHTING CIRCUIT SINGLE POLE SWITCH 4'-0" c>1173 FUSED SWITCH w BEING INSTALLED WITHIN. FEEDING THAT AREA •3 CURRENT TRANSFORMER = Ce $2 I DOUBLE POLE SWITCH 4'-0" - GROUND 8. THE EC SHALL INSTALL A SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN EACH CONDUIT RUN. CONDUIT 32. LUMINAIRES INSTALLED IN THE MECHANICAL ROOM SHALL BE PLACED SO THAT ALL EQUIPMENT IS ADEQUATELY I THREE WAY SWITCH 4'-0" 1O RISER XXX CABLE/WIRE SIZE TAG . $3 SYSTEM IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. $4 FOUR WAY SWITCH 4'-0" • I OX KEYED NOTE TAG 33. ALL LUMINAIRES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND NOT THE CEILING GRID OR OTHER $D DIMMER SWITCH 4'-0" MECHANICAUELECTRICAL EQUIPMENT TAG X 9. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE EC NONSTRUCTURAL MEMBERS. i XX) SHALL ROUTE THE CONDUITS AS REQUIRED BY THE CONDITIONS OF THE INSTALLATION AND SHALL COORDINATE $LV LOW VOLTAGE SWITCH I 4'-0" I U I OTHER EQUIPMENT TAG WITH DUCTWORK, PIPING, EQUIPMENT, BUILDING STRUCTURE,AND OTHER POTENTIAL OBSTRUCTIONS. 34. TO MAINTAIN CONSISTENT LIGHT QUALITY, FOR ANY ONE LAMP TYPE SUPPLIED, LAMPS SHALL BE OF THE SAME $TH I THERMAL OVERLOAD SWITCH 4'-0"UNO ; WIRING/CONDUIT I - - - - - ! CONDUIT I UNDERGROUND/FLOOR WIRING 10. THE CONTRACTOR SHALL ALLOW THE MOVEMENT, BEFORE ROUGH-IN, OF ANY ELECTRICAL PANEL, DEVICE, MANUFACTURER, SURFACE TEMPERATURE, COLOR RENDERING INDEX, LAMP EFFICACY, LUMEN OUTPUT, AND $P 1PILOT LIGHT SWITCH 4'-0" 0 CONDUIT TURNED UP s TURNED DOWN LUMINAIRE, ETC. A DISTANCE OF 10 FEET WITHOUT REQUIRING ADDITIONAL COST TO THE PROJECT. STARTING CHARACTERISTICS FOR ALL INSTALLED. C I DUPLEX OUTLET,20A, 120VAC 1'-6"UNO CIRCUIT HOME RUN TO PANEL: #OF ARROWHEADS INDICATE#OF CIRCUITS STAMP 35. LIGHT FIXTURES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE UL LISTED FOR INSTALLATION IN THE PROPER wig.- (SEPARATE NEUTRAL PER CIRCUIT). BOTH EX. INCLUDE AN EQUIP. GROUND. _ 11. THE EC SHALL SECURE ALL CONDUIT TO THE STRUCTURE AS IT IS SET IN PLACE USING INDUSTRY STANDARD C 1 DUPLEX OUTLET,20A, 120VAC-GFCI I 1'-6"UNO �� EO PROF ENVIRONMENT. CARE SHOULD BE TAKEN TO ENSURE THAT DIFFUSERS AND LENSES ARE APPROPRIATE FOR THEIR ,R FS METHODS AND PRACTICES. TO ASSURE ALL DEVICES ARE RIGIDLY SET, THE ELECTRICAL CONTRACTOR SHALL s SECURE ALL DEVICE BOXES WITH BRACKETS, HANGERS, ETC. DESIGNED FOR THE APPLICATION. INSTALLED USE AND PREMATURE DISCOLORATION WILL NOT RESULT DUE TO EXPOSURE TO UV LIGHT, CHEMICALS, * I DUPLEX OUTLET,20A, 120VAC-HOSPITAL GRADE I 1'-6' UNO NOTES 5� 00 I t./4.. s„, OR OTHER CONDITIONS. Cr I DUPLEX OUTLET-SPLIT WIRED I 1'-6"UNO 3 1. SEE LIGHT FIXTURE SCHEDULE FOR TYPE, MOUNTING, AND OTHER SPECIFICS. �� 11�(�i 12. MINIMUM SIZE CONDUIT SHALL BE 3/4"UNO. CONDUIT INSTALLED WITHIN THE BUILDING IN DRY LOCATIONS WITHIN i 2. CONNECT EMERGENCY AND/OR EXIT LIGHTS TO THE UNSWITCHED SIDE OF THE AREA �� 92279 36. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING CONTROL SHOP DRAWINGS WITH ELECTRICAL SUBMITTAL I DUPLEX OUTLET-ISOLATED GROUND I 1'-6"UNO I LIGHTING BRANCH CIRCUIT. WALL, CEILINGS, OR EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT WITH STEEL SET SCREW FOR REVIEW. i3. ARROW DENOTES EXIT DIRECTION. OREGON FITTINGS. IN EXTERIOR LOCATIONS(EXCEPT FOR THE SERVICE ENTRANCE)THE CONDUIT SHALL BE EMT WITH 1 DUPLEX OUTLET WITH USB PORTS i 1'-6"UNO I COMPRESSION GLAND TYPE FITTINGS. UNDERGROUND CONDUIT SHALL BE PVC(SCH. 40)WITH GRC ELBOWS AND4. USE HEAVY DUTY FOR 480 VOLT. O 8-5-19 O RISERS WRAPPED IN CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL POWER NOTES: OSS DUPLEX OUTLET-OCCUPANCY SENSOR CONTROLLED ( 1'-6"UNO I 5. MOUNT SWITCH AT DOOR JAM PER MANUFACTURER'S INSTRUCTIONS. q!� v4- _ 6. PROVIDE UL LISTED DEVICE TO BE USED WITH THE FIRE ALARM PANEUSYSTEM OR /O I° 37. ELECTRICAL CONTRACTOR SHALL CONFIRM MINIMUM CODE ORKING CLEARANCE BEFORE INSTALLING ANY �� I DUPLEX OUTLET,20A, 120VAC-CEILING CEILING W. S 13. FLEXIBLE CONDUIT SHALL BE LIMITED TO CONNECTIONS TO LIGHT FIXTURES AND FINAL CONNECTIONS TO MOTORS (NEC)) PROVIDE A MONITOR MODULE TO CONNECT INTO FIRE ALARM SYSTEM. OR OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTHS OF FLEXIBLE OR SEAL-TITE CONDUIT SHALL NOT BE ELECTRICAL PANELS OR CABINETS AND SHALL MOVE THE PANELS IF REJECTED BY AN INSPECTOR. IF CLEARANCE 5 I DUPLEX OUTLET,20A, 120VAC-FLOOR FLOOR I 7. PROVIDE RACEWAY WITH OUTLETS 12'ON CENTER UNO. EXPIRES:06/30/2020 GREATER THAN 72 INCHES. IS NOT POSSIBLE, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IN WRITING. FOURPLEX OUTLET,20A, 120VAC 1'-6"UNO ABBREVIATIONS EXTERIOR OUTLETS SHALL HAVE CAST 38. WIRING DEVICES SHALL BE WHITE IN COLOR WITH NYLON COVER PLATES. EFOURPLEX OUTLET,20A, 120VAC-GFCI I 1'-6"UNO ( AFCI-ARC FAULT CKT INTERRUPTER MCC-MOTOR CONTROL CENTER 14. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL EMPTY CONDUITS WITH 2O0LB RATED NYLON PULL CORD. ,. COVERS WITH FLIP TYPE LIDS UNO. AFF-ABOVE FINISHED FLOOR MDP-MAIN DISTRIBUTION PANEL I FOURPLEX OUTLET-ISOLATED GROUND 1 1'-6"UNO i AFG-ABOVE FINISHED GRADE MLO-MAIN LUGS ONLY 15. BEFORE ANY ELECTRICAL CONDUIT, BOXES, ETC. ARE COVERED(FLOOR, CEILINGS,WALLS, ETC.), THEY SHALL BE 39. THE EC SHALL MAINTAIN ELECTRICAL CONTINUITY TO REMAINING EQUIPMENT WHEN ANY EXISTING ELECTRICAL e I FOURPLEX OUTLET, 20A, 120VAC-CEILING I CEILING j AIC-AMPS INTERRUPTING CAPACITY MOCP-MAX. OVERCURRENT PROTECTION APPROVED BY THE INSPECTING OFFICER(INSPECTOR). AL-ALUMINUM (N)-NEW EQUIPMENT IS REMOVED. ( FOURPLEX OUTLET, 20A, 120VAC-FLOOR FLOOR ATS-AUTOMATIC TRANSFER SWITCH NIC-NOT IN CONTRACT 16. WHERE WIRE SIZE IS NOT SHOWN ON THE DRAWINGS FOR 20A, 120VAC BRANCH CIRCUITS, THE CIRCUIT SHALL GE 1 APPLIANCE OUTLET-208/240V SINGLE PHASE I 18"OR 48" BC-BARE COPPER NEC-NATIONAL ELECTRICAL CODE Z CONSIST OF 2#12(CU,THHN)+ 1#12(CU,THHN)GND IN 3/4"EMT CONDUIT. THIS WIRE SIZE SHALL BE INCREASED TO 40. EC SHALL COORDINATE WITH EQUIPMENT SUPPLIERS ON THE EXACT LOCATIONS OF ALL EQUIPMENT AND BFC-BELOW FINISHED CEILING NFPA-NATIONAL FIRE PROT.ASSN. O ELECTRICAL CONNECTIONS PRIOR TO ROUGH-IN. THE EC SHALL MAKE THE FINAL CONNECTION TO ALL EQUIPMENT a APPLIANCE OUTLET-208/480V 3-PHASE 18"OR 48" #10(CU,THHN)FOR BRANCH CIRCUITS WITH OVERALL LENGTHS EXCEEDING 125'TO ACCOMMODATE FOR VOLTAGE BFG-BELOW FINISHED GRADE NL-NIGHT LIGHT � UNLESS OTHERWISE DIRECTED BY THE EQUIPMENT SUPPLIER. OBTAIN FROM SUPPLIERS ALL WIRING DIAGRAMS DATA OUTLET 1'-6 UNO DROP. REFER TO EQUIPMENT SCHEDULES, FEEDER SCHEDULES, AND NOTES ON DRAWINGS FOR ALL OTHER vCKT-CIRCUIT NR-NOT REQUIRED BRANCH CIRCUIT AND FEEDER WIRE/CONDUIT SIZING. FOR EQUIPMENT PRIOR TO ANY ROUGH-IN. TO ASSURE THAT PROPER CHARACTERISTICS ARE PROVIDED, ANY CND. OR C.-CONDUIT NTS-NOT TO SCALE W INCORRECT WIRING OR DEVICES INSTALLED BY THE EC WITHOUT THE WIRING DIAGRAM SHALL BE CORRECTED AT V I TELEPHONE OUTLET 1'-6"UNO CLG-INSTALLED IN CEILING PC-PLUMBING CONTRACTOR THE EC'S EXPENSE. PROVIDE COPIES OF WIRING DIAGRAMS WITHIN EACH PIECE OF EQUIPMENT AND ADDITIONAL C.R.-CORD REEL PH-PHASE W B 17. CONDUCTORS SHALL BE COPPER,600VAC RATED,TYPE BE HWN-2 UNO. CONDUCTORS UP TO#10AWG SHALL COPIES WITH THE OPERATION AND MAINTENANCE MANUALS. V 'DUAL TELEPHONE/DATA OUTLET 1'-6"UNO BE SOLID AND CONDUCTORS#8AWG OR LARGER SHALL BE STRANDED. CT-CURRENT TRANSDUCER PNL-PANEL El I DATA OUTLET-FLOOR I FLOOR CU-COPPER POC-POINT OF CONNECTION 41. EC SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO PROVIDE CONDUIT AND DEVICE MOUNTING (E)-EXISTING TO REMAIN POS-POINT OF SALE 18. METAL CLAD CABLING MAY BE USED BETWEEN DEVICES SUCH AS LIGHTING, RECEPTACLES, SWITCHES, ETC. ® I DUAL TELEPHONE/DATA OUTLET-FLOOR FLOOR UNLESS OTHERWISE REQUIRED BY THE NEC. HOME RUNS SHALL BE INSTALLED IN CONDUIT. MC CABLE SHALL BOXES FOR THERMOSTATS AND OTHER MECHANICAL CONTROLS. REFER TO MECHANICAL DRAWINGS FOR THE EC-ELECTRICAL CONTRACTOR (R)-RELOCATED NOT BE INSTALLED EXPOSED. LOCATION OF THERMOSTATS. 0 I CEILING DATA OUTLET/WIRELESS ACCESS POINT CEILING EM-EMERGENCY REC-RECEPTACLES TCABLE TELEVISION OUTLET 1'-6"UNO (F)-FUTURE RMC-RIGID METAL CONDUIT 19. EC SHALL CLEAN THE ENTIRE ELECTRICAL SYSTEM AFTER COMPLETION OF THE INSTALLATION. REMOVE ALL 42. EC SHALL PROVIDE A 20AMP, 120VAC RECEPTACLE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING FACP-FIRE ALARM CONTROL PANEL SCA-SHORT CIRCUIT AMPERES FINGER PRINTS, FOREIGN MATTER, PAINT, DIRT, GREASE,AND UN-NEEDED LABELS OR STICKERS FROM FIXTURES OF HEATING, AIR CONDITIONING,AND REFRIGERATION EQUIPMENT PER NEC 210.63. RECEPTACLE SHALL BE OF FLA-FULL LOAD AMPS SES-SERVICE ENTRANCE SWITCHGEAR THE GROUND FAULT CIRCUIT INTERRUPTING TYPE, INSTALLED WITHIN A CAST METAL BOX,AND WITHIN 25'OF ALL FVNR-FULL VOLTAGE NON REVERSING SPD-SURGE PROTECTIVE DEVICE AND EQUIPMENT. REMOVE ALL RUBBISH AND DEBRIS ACCUMULATED DURING INSTALLATION FROM THE PREMISES. GC-GENERAL CONTRACTOR TL-TWIST LOCK Z U REQUIRED EQUIPMENT. Z o• N GFCI-GROUND FAULT CKT INTERRUPTER TTB-TELEPHONE TERMINAL BOARD 20. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS FOR ALL DEVICES TO BE FLUSH MOUNTED AND GND-GROUND TR-TAMPER RESISTANT Qvi j CONDUIT/CABLING INSTALLED CONCEALED WITHIN WALLS/CEILINGS. IN AREAS WHERE CONDUIT MUST BE DATA/TELECOM NOTES: HP-HORSEPOWER TYP-TYPICAL limi CZ 5 z INSTALLED EXPOSED IT SHALL BE COORDINATED WITH THE ARCHITECT AND/OR ENGINEER. ALL EFFORTS SHALL IG-ISOLATED GROUND UNO-UNLESS NOTED OTHERWISE W 43. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH-IN ONLY FOR THE TELECOM/CATV SYSTEMS. THIS SHALL Z W - ' cf BE MADE TO CONCEAL WIRING METHODS. KW-KILOWATTS VA-VOLT/AMPS CONSIST OF A FOUR SQUARE DEVICE MOUNTING BOX WITH CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE OR LCP-LIGHTING CONTROL PANEL VIF-VERIFY IN FIELD = Z U o w 21. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE SEALED WITH FIRE STOPPING, IE. 3M BRAND TO THE CEILING SPACE ABOVE IF OPEN. CABLING, JACKS, FACEPLATES, TESTING AND TERMINATIONS SHALL BE 0 Y z PROVIDED AND INSTALLED BY OTHERS. LTG-LIGHTING VR-VANDAL RESISTANT CAULK, PUTTY, STRIP AND SHEET FORMS, DOW CORNING 3-6548 SILICONE RTV FOAM. LV-LOW VOLTAGE WP-WEATHERPROOF/NEMA 3R O Z w ROOF NOTES: MC-MECHANICAL CONTRACTOR WU-FURNISHED WITH UNIT IS W N ;` 0 22. COORDINATE LOCATION OF WALL MOUNTED DEVICES WITH CABINETRY AND OTHER WALL OBSTRUCTIONS. MCA-MINIMUM CIRCUIT AMPS XFMR-TRANSFORMERz COORDINATE CEILING MOUNTED DEVICES WITH CEILING OBSTRUCTIONS. ANY DEVICES THAT NEED TO BE MCB-MAIN CIRCUIT BREAKER iwl" 0 0 in 1 0 � 44. ELECTRICAL CONTRACTOR TO INSTALL A ROOF JACK(BOOT)FOR ALL CONDUIT PENETRATIONS THROUGH THE Z 3 a, I--' z u, RELOCATED MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO ROUGH-IN FOR NEW LOCATION. ROOF. ALL ROOF PENETRATION SEALS SHALL BE IN ACCORDANCE WITH THE ROOF WARRANTY AND BE he n M o m co z0 COMPLETELY SEALED WITH ROOF ADHESIVE. UTILIZE PROPER CLAMPING METHODS TO SEAL BOOT AROUND Ln 0 23. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE PLACEMENT OF ALL DEVICES CONDUIT. Z 3 4 Z o' Q INSTALLED WITHIN THE CEILING SUCH AS LIGHTING, SPEAKERS, FIRE SPRINKLERS, SMOKE/HEAT DETECTORS, ETC. ELECTRICAL SHEET INDEX Or- -3 z ANY EXISTING DEVICES THAT NEED TO BE RELOCATED IN ORDER TO ACCOMMODATE NEW CONSTRUCTION/REMODEL MUST BE BROUGHT TO THE ATTENTION OF THE ELECTRICAL ENGINEER PRIOR TO U 9 0 ROUGH-IN FOR RESOLUTION AND FURTHER DIRECTION. E001 ELECTRICAL GENERAL SHEET m E101 LIGHTING PLAN /, __- Z W o Ul E201 POWER PLAN - °0 <z Q Cl- 0 0 a E501 ELECTRICAL DETAILS A SHEET TITLE: E601 ELECTRICAL SCHEDULES ELECTRICAL GENERAL SHEET E001 1 I 2 I 3 I 4 I 5 1 2 3 4 1 5 GENERAL NOTES A, CONNECT ALL EMERGENCY AND EXIT LIGHT FIXTURES TO THE UNSWITCHED SIDE OF THE LIGHTING BRANCH CIRCUIT LIGHT FIXTURES WITH EMERGENCY DRIVERS SHALL BE NORMALLY SWITCHED WITH THE AREA LIGHTING, BUT HAVE THEIR EMERGENCY DRIVERS CONNECTED AHEAD OF THE LIGHT SWITCH OR LIGHTING CONTROL PANEL RELAY. FIXTURES WILL REMAIN ON FOR NOT LESS THAN 90 MINUTES ce LEGEND LL IN CASE OF POWER LOSS. B. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS THAT 0 r"" --4 —1 SENSOR N N CONDUIT IS TO BE INSTALLED WITHIN WALLS AND ABOVE SWITCH CEILINGS CONCEALED WHERE POSSIBLE. 24V 1 CM PDT r-, C. COORDINATE MOUNTING HEIGHTS OF ALL PENDANT AND 0 (50 '� LOAD7WALLELEVATIONSMOUNT. LLED LIGHT FIXTURES WITH ARCHITECTURAL �/PP20 SENSORD 120V (0) --41-41. SWITCH D_ ELECTRICIAN TO VERIFY FIXTURE DIMMING CONTROLS AND `-' JONIOFFI WSX PDT D I LOAD TO PROVIDE THE NECESSARY WIRING AND DEVICES [ I- —r 2 \ Mm REQUIRED FOR DIMMING OPERATION. �./ I V ^ SENSOR y E. FRONT OF HOUSE TO BE CONTROLLED FROM DIMMING it L7FiiC7FF on,OFF SWITCH RELAY PANEL. EC TO INSTALL PHOTOCELL TO LCP FOR H 0 r_lsPODM D PHOTOCELL ON/OFF FUNCTIONALITY. } co EH _ I N L - - - a. Qw - . _ . _ . _ Z II' 0 LTG CTRL LU - LU A CEILING VAC / WALL DIMMER � B WALL VAC / DIMMER SEQUENCE OF OPERATION I ° o E101 SCALE: NONE E101 SBALE: NONE LIGHTING AND CONTROLS ARE DESIGNED TO MEET IECC 2018 1 [t o ¢ LIGHTING CONTROL PANEL WILL BE PROGRAMMED TO TURN > (f) 0 L LIGHTS ON AND OFF FOR HOURS OF OPERATION. rCe I- co N OCCUPANCY SENSORS WILL CONTROL LIGHTING IN RESTROOMS, ) N UTILITY, AND BREAK ROOMS. 1- LOW VOLTAGE SWITCHES WILL ACT AS OVERRIDES TO TIME Ce SENSOR SCHEDULING. Ili SWITCH 0 WSX PDT 2P LOAD FAN MAIN LEVEL LIGHTING EXEMPT FROM DAYLIGHTING DO REQUIREMENTS PER IECC 2015 C405.2.3 2-4. (AREA'M' OCCUPANCY) ICORRIDOR LIGHTING IS EXEMPT FROM LIGHTING CONTROLS PER W IECC 2015 C405.2 12 C DAYLIGHT ZONES EXEMPT FROM AUTOMATIC CONTROL CREQUc WALL OCC / FAN IREMENTS PER IECC 2015 405.2.3 (1)(LESS THAN 150 W) E11 SCALE: NONE STAMP SA ookoI £FFss �t /. ``jlr ' 92279 V\ OREGON MECHANICAL O 8-5-19 �p _ _ 114 '9y/ ieO W SI IfI \ 1,®{� \ = "-DAY LI G I EXPIRES:06/30/2020 BREAK/LAUNDRY �. . REST#t00t� I DLE 1- EM2 , \ r ZONE EXEMPT l 120 1 �` \ I CHYLI - \ DLW • - • '. SAUNA • \ 1L. E - X03 -1 I, O O , GL \ O p -,GL TANK 1 GL 0 7 DL ❑L ® DL D DL I DL DL I ( '02,y- EZ D1 GL GL GL 1 G I.. .. IFIF GL _ EM2 GL GL E101 \ E101 ® I O :0 L . ;O; \ NURSE 1 J • Q� \ _ PRESSION \I EM2 I I II A 30� (Th1221 \^ #/////////l. v EM2 DL l�3Ai1�A•--) DL E 01- I ROOM 1 ( 109 0'®'I T i'J7lTT7l7l7TTi I E101 'LCp' I ' �v i®� ` . r.. . 110 ` /f%f/ f/ f/f/ . , \� _ 5 \ l L_ \ ® PEMlADA \ ® LU \ \ \ 11 DRESSING 11 HAL I \ B DRESSING \ I DRESSING B - /I�/////////////i� 113 J U MIN • DL •� E101 L 106 ) \ ` 1G L.10 G L G L I/A'I GL GL ` • f m I V L ( f O DL /f/f/f/f1f%f �' a 1• �� OLE DLE �� ' 12 LE EM2I L D DL L+ EM1 B 8 B LL2 @ 11' 6" ,. ° ElOi\ illihilli N\ E101 E 01, 1 E101 I EM1 n, rlirA VA 01224 . u®i�EM2 AL1 _ //rr/i�irrr _ EM2 EM2 ' / 1 f I 0 ' "O; Z (� a' HYPERBARIC ® EM2 I DL2 - z °' "- THERAPY STRETCH0 OPEN OPEN LCP-1 Q v I 117 111 COMPRESSION DRIP0 A-34 z ® - 108 GL �� EM1 �� EM1 I , Z w :� cr cD i • 1-------- ® A-34 0 0 O �� O EM1 O •O •I O O \P\1 / Z z I t GL GL SDL SDL . ; :OTTOM AT zPL 0 ° -5 u (79 { w LOCAL _ �1 E101 O. o z CRYO`FLEX GL I j SDLI ■ LL2 @ 11'-6" LL2 @ 11'-6" DL2 DL2 _... 1 1 F-6 III LL1 @ 11 -6" LL1 @ 11'-6" LL1 @ 11'-6" LL1 © 11 -6" z DC�J EM2 is®:i - LL1 11-6 -LL1 @11 6 \ I DAYLIGHT ZONE EXEMPT �V o�° o a, F z co 0 o0O -- o 0Q -0 z Z aO0 r- -- z \C •-- 29-o D I } m >_Y / U m Q U Z w 0 W Y >_ cL CL i <C U 0_ 0 0 0 A N SHEET TITLE: 1 LIGHTING PLAN . C) E101 SCALE: 1/4" = 1'-0" LIGHTING PLAN E101 2 1 3 4 5 2 1 3 4 5 KEYED NOTES t PROVIDE RECEPTACLE FOR OXYGEN MONITOR COORDINATE EXACT LOCATION AND HEIGHT WITH OWNER PRIOR TO ROUGH-IN. EXTEND EXISTING CONDUIT THAT 2. PROVIDE PUSH BUTTON FOR OXYGEN MONITOR GAS SHUT 1 114" EMT-PULLCORD ENTERS SPACE FROM BUILD DOWN. COORDINATE EXACT LOCATION WITH OWNER TELECOMMUNICATIONS DEMARK TO PRIOR TO ROUGH-IN. / S BACK BOARD LOCATION 3. COORDINATE EXACT LOCATION OF SOLENOID WITH EQUIPMENT. rY 4. PROVIDE NORMALLY CLOSED RELAY AS SHOWN IN DETAIL PROVIDE (1)3/4"CONDUIT 1 ON SHEET E501_ FROM TELEPHONE BOARD 5. MOUNT STROBE FOR OXYGEN MONITOR SYSTEM IN TANK 0 PROVIDE (1) 1" CONDUIT FROM ROOM, CRYO SAUNA ROOM, HALLWAY, NEAR FRONT AND MULTIPLE DEVICE LOCATIONS BACK DOORS. SEE DETAIL 1 ON SHEET E501. Ce (2 MAX.)TO TELEPHONE BOARD 6. PROVIDE ROUGH-IN ONLY FOR SECURITY CAMERA. D �`/ :�/ 1 PROVIDE 4 SQUARE BOX WITH A .75" CONDUIT BACK TO ,f OFFICE TELEPHONE BOARD_ COORDINATE EXACT , ^ rrll \ LOCATION WITH OWNER PRIOR TO CONSTRUCTION. v NOTE: 7. PROTECT AND MAINTAIN ELECTRICAL CIRCUITS IN AREA. H PROVIDE PULL CORDS IN ALL 8. SAW CUT FLOOR TO RUN CONDUITS. PROVIDE LEGRAND 0 EMPTY RACEWAYS RFB4 WITH (2) DATA GANGS. REPAIR FLOOR TO MATCH2 TYPICAL TYPICAL SECURITY EXISTING. co TELEPHONE TELEPHONE/DUAL CAMERA 9. PROVIDE NEW 120/208V, 200A MLO PANEL. OUTLET DATA OUTLET 10. CIRCUIT FAN TO LIGHTING CIRCUIT BUT SWITCH 1••. Et U INDEPENDENTLY LIJ z PLYWOOD g LL 0 TELEPHONE BACKBOARD/CABINET GENERAL NOTES 1.1J O f2'X 4'X 3/4" PLYWOOD BACKBOARD WITH 2 COATS A. SEE DETAIL 1 ON SHEET E501 FOR OXYGEN MONITOR L = INSULATED VARNISH SYSTEM CONNECTIONS. COORDINATE ALL CONNECTIONS 1 0o WITH EQUIPMENT MANUFACTURER PRIOR TO O IY —. CONSTRUCTION. j Q DUPLEX RECEPTACLE B. COORDINATE TV MONITOR QUANTITY, HEIGHTS, AND > (/) 0 cEa LOCATIONS WITH OWNER PRIOR TO ROUGH-!N. Ce '- I U N N r- #6 AWG. CU GROUND w ,= CONDUCTOR TO ��// TENANT GROUND. LL 0 F- w (Y 2 TYPICAL TELECOM RISER DIAGRAM C E201 NO SCALE STAMP i� Jlr'�1r ` ! 92279 in v OREGON 8-5-19 p 4fECH, IC.�_ ® (ON ROOF) 9L/0 W. S- P EXPIRES:06/30/2020 f w.fM. 48" ;iE 'Ehi . CRR �--/ o2 TTB A12 - .. 3r 15cd hl [t'H iiiiis, ` ` 2642A 37 A2224 1)0 al ONOF)A 18 \ A-31 z BREAK L.•U N i,; �-� :, l O A-2$ 116 } • ® / Y -� r--.--A-48 t�0 . A 15 i O CRYO 75cd ,I �/} / Z lI I^( ,, DR`' E�F `I,RS): , 5AC1N�, CLG ` i 5 A 21 O 30cd •II u J \ ! 15cd ,. •\`+/ ` I i49 10. CLG l ! \ 44 1 A-17, 19 LG® S : �. 1 / 'LOP' .1 ' C E501 © (1) O > �.� A-30 I . // 1// ., A 39 44" .i,-- ) [ o i • 72. 72" 0 LV ;- 2115cd WI --&41-,44,2 ` .. II \ III / 48" A-40 cc NAG A 29 Ni......____,.\ %/f/f/f//l ///I/f/II 1%f/f/f/' f/f COMPRESSION CLG `\ ,� /� DRESSING B �"� , ll'R00?,11 �. DRESSING \V I0' ` A 35 r, .. A-41 ' 110 \ � J ; I/AG 1�1,. HALL ''s � A 43 A 47 _; to \ L, :,u:` A 33 1, Z IT/sm. - 1 :1.14 �. -36 c:) I,` A 45 - - A�9 _ DRE50INCA-13L - - - J1: I :} {-} A-20 ~ \ ` 1 RECEPTION iiiiiifiiii/i .. -. 1 fiiiil I�1 _ ( 101 ) --< STORAGE tai c /� Z U CI , 0 112 A OPE\ Pill ' 72„ SilI \ cv -• COMPRESSION 72" A-27 i 15cdCLG z STRETI.. ( 101' ) CRC\ I w z LOC.IL HYPERBARIC r 3pcd DRIP § I'i Z - A 9 L�RYO FLEX � THERAPY [ I.,.,� f CLG 107 Q A 44 = z o w ix f l,g \ mi, 11"r jg3cog I \ a: A 46 O v z J ` . ///f/ l : 4 z : zJ 30cd I i \ O CLG \ \...g - gi, . „3- , „, . cr) i= A- 0 A-38I A-14 1 , l� r z f I ` i O A-16 gog . — o �� m ao z T D 1( _, �.t r > t_t { t om �{ }� E _..� ,,, z { CkU Ni o } m Y 1-- CO 0 U U z w LLIU - ° ct = I- U a CL 0 U 0 A N SHEET TITLE: 1 POWER PLAN . rr E2o1 SCALE: 1/8ff = 11-0,f POWER PLAN E201 1 2 3 4 5 1 2 3 4 5 KEYED NOTES CONDUIT/CONDUCTOR SCHEDULE A. REMOVE OLD ELECTRICAL PANEL AND INSTALL NEW PANEL CONDUCTORS(TOTAL) IN NEW LOCATION. PANEL'P1' B EXTEND CONDUIT AND WIRE AS REQUIRED. MARK AMPS CONDUIT CU/AL PHASE NEUTRAL GROUND NOTES 225A MLO 403 120/208V 225 2.5" CU 4/0 4/0 4 1, 3 3PH, 4W Ce 6OCKT, 22KAIC O NOTES: 0 1. CONDUCTOR INSULATIONS TO BE RATED THWN-21T1-IHN 90°C. 2. GROUNDING ELECTRODE CONDUCTOR TO BE BONDED TO ALL AVAILABLE 2 O GROUNDING ELECTRODES. Ce D 3. CONDUIT AND WIRE ARE EXISTING TO A 208V 3 PHASE 225 AMP 42 CKT O V PANEL. EXTEND WIRE AND CONDUIT AS REQUIRED TO PLACE NEW 208V 3 PHASE 225A 6OCKT �\PANEL. �/ 0 O 7 403 H 0 ` co cy ( 7 " ONE-LINE DIAGRAM ar Lr_ FAULT CURRENT CALCULATIONS FAULT CURRENT CALCULATIONS ES Transformer 208 Volt NO SCALE W W 0 Feed From UTILITY Panel P1 UJ J w Is.c. Primary 65000 Feed From METER J %Z 3 Available Fault Current 32117 I O Ct KVA 350 (L) Length to panel 55 = 0 Constant 100000 Conduit Type (P,S) P AVAILABLE FAULT CURRENTS H o Primary Voltage 12470 Conductor Size 410 O ESTIMATED 65,000A O Q Secondary Voltage 208 Conductor Type (c,a) c f 120.331937 No of Runs 1 0 17,064 A m 0.00824185 C-from chart 16673 (Ce -co 4- I— Voltage 208 V Cl s.c. at secondary 32117 f 0.88221581 ...L- m m 0.53128871 W// LL I s.c. at PaneL 17064 LO ^ 1r V 1 W SYSTEM OVERVIEW Ce THE SAFETY SYSTEM WORKS TO IMMEDIATELY IDENTIFY A LOW OXYGEN SITUATION (19.5% OXYGEN OR BELOW) USING OXYGEN MONITORS, AND NOTIFIES THE STAFF/CUSTOMERS C USING MULTIPLE HORN SIRENS POSITIONED THROUGHOUT THE BUILDING. THE MONITORS ALSO COMMUNICATE TO AN EMERGENCY SHUT-OFF VALVE (LOCATED ON THE NITROGEN TANK) SO THAT IN THE EVENT OF A LOW OXYGEN SITUATION, THE EMERGENCY SHUT-OFF VALVE WILL CLOSE, REMOVING NITROGEN SUPPLY TO THE CRYO CHAMBER. THE MECHANICAL VENTILATION IN THE ROOM IS 'ALWAYS ON' AND FAR EXCEEDS THE ___ CFM/SO FT REQUIREMENTS OF BOTH THE NITROGEN PROVIDERS AND LOCAL -CC4A 0- — MUNICIPALITIES. -Coln - �� "L - POIyfR SUPPL Y mA � �DESIGNATED 120V +24VDC - L _ _ _ 115VAC/24 kVC I DUPLEX RECEPTACLE OXYGEN MONITORS +24VDC i-- - t -1 I I L_——-„_._J OXYGEN MONITORS ARE PROVIDED BY RESTORE AND ARE INSTALLED BY THE GC/ELECTRICIANS. THE MONITORS REQUIRE A CONVENIENCE OUTLET (POSITIONED JUST STAMP 1 — 1 r — 1 I I UNDER THE MONITOR) WITH A 110V PLUG AND ARE INSTALLED BETWEEN 4 AND 5 FEET �Vo PRO�� I OFF THE GROUND. A LOCKING /PROTECTIVE CASE IS INSTALLED THAT KEEPS THE �� ss I 1 I I STAFF/CUSTOMERS FROM UNPLUGGING THE MONITOR IN THE EVENT OF AN EMERGENCY 5 �N�� }N�F: �, U I (SEE DIAGRAM FOR PROTECTIVE CASE PART NUMBER). GENERALLY THERE IS ONE OXYGEN ` wo ....,.....fr...l I MONITOR IN THE CRYOSAUNA ROOM, AND ONE MONITOR IN THE NITROGEN TANK ROOM lt/ g 2�g r I �- _________ _71 I I (FOR LOCATIONS WITH AN OUTDOOR TANK, INSTALL TWO OXYGEN MONITORS IN THE CRYO In ).--- "'"' I I r I SAUNA ROOM). BOTH MONITORS ARE WIRED IN PARALLEL TO ALL OF THE HORN/SIRENS OREGON I NG NO NC NO NC oN© THROUGHOUT ITHE LOCATION (LOW VOLTAGE WIRE). THE MONITORS ARE ALSO WIRED TO OXYGEN MAIN I I ��C C ��C I I II AN EXTERNAL RELAY, SO THAT IN THE EVENT OF A LOW OXYGEN SITUATION, THE MONITOR 8-5-19 �p POWER BOARD I I I I I I ENGAGES THE NORMALLY CLOSED EXTERNAL RELAY, OPENING THE CIRCUIT, REMOVING '9L P I I I POWER TO THE EMERGENCY SHUTOFF VALVE (WHICH REMOVES NITROGEN SUPPLY TO THE ID W gC I I_ .� I I 1 1 1 I CRYOSAIJNA). I 1 L—J L.—1 L__1 1 I I CAUTION: PUREAIRE MONITORING EMERGENCY SHUT-OFF VALVE • EXPIRES:0613012020 RELAY 1 RELAY 2 FAULT I I SYSTEMS DOES NOT RECOMMEND USING 120 VAC OR HIGHER VOLTAGES THE EMERGENCY SHUT-OFF VALVE CONSISTS OF 3 PARTS (A PRESSURE REGULATOR, TERMINAL TERMINAL I I I I I STRIP STRIP INSIDE THE MONITOR. USE 24 VAC. I ELECTRIC FAIL-SAFE-CLOSED SOLENOID. ANDA DIAPHRAGM/ACTUATOR. THE SHUT-OFF I VALVE IS LOCATED ON THE NITROGEN MANIFOLD THAT CONNECTS TO THE NITROGEN TANK. THE SHUT-OFF VALVE CONSTANTLY REQUIRES POWER TO OPEN. A RED DIAPHRAGM I _ } I LEGEND IS CONNECTED TO THE SOLENOID. AND WHEN POWER IS REMOVED FROM THE SOLENOID, �. ,j--OXYGEN RELAY BOARD, WITH THE SOLENOID CLOSES AND REMOVES LOW PRESSURE NITROGEN GAS TO THE DIAPHRAGM, I I LINE VOLTAGE 120V CAUSING THE MECHANICAL VALVE BUILT INTO THE SOLENOID TO CLOSE. THERE IS ALSO A NORMALLY OPEN, COMMON ?SAND I I ) PRESSURE REGULATOR ON THE SYSTEM THAT STEPS DOWN PRESSURE FROM THE TANK PUREAIRE MONITORING SYSTEMST I NORMALL Y CLOSED CONTACTS I I I - - - -LOW VOL TAGS (24 V) (TOP TANK PRESSURE) TO THE SOLENOID/DIAPHRAGM. (I] NOTE: ALL AIR CHECK OXYGEN MONITORS AIR CHECK OXYGEN MONITOR I I Z SHALL CONTAIN PROTECTIVE CASE (LOCATED IN CRYOSAUNA ROOM) I a I HORN/gig 0(KEYED LOCK). I I THE HORN SIRENS ARE LOW VOLTAGE, GENERALLY INSTALLED IN THE CEILING TILES. AND CO PLAN SYMBOL: I I I I HAVE BOTH AN AUDIO (HORN) AND VISUAL (STROBE) FEATURE. WE USE HORN/STROBES I I SO IN THE EVENT THAT THERE IS A HEARING OR VISUALLY-IMPAIRED CUSTOMER. THEY 1 I WILL BE ALERTED OF AN EMERGENCY. HORN/SIRENS WILL BE LOCATED IN THE CRYO W SAUNA ROOM, NITROGEN TANK ROOM. HALLWAY. AND NEAR THE FRONT AND BACK 02A 02A 02A 02A 02A I . I I ENTRANCES. MECHANICAL VENTILATION! I I i MECHANICAL VENTILATION IS 'ALWAYS ON' AND DOES NOT COMMUNICATE WITH EITHER THE HORN(S)/STROBE(S) AT CRYOSAUNA R00►1. OXYGEN MONITORS OR THE CRYOSAUNA(S). GENERALLY. THE FAN SIZE IDENTIFIED IN NE NITROGEN TANK ROOM. HALLWAY. AND FRONT I I I DESIGN EQUATES TO 2.5CFM / SQUARE FEET IN BOTH THE CRYO SAUNA ROOM AND THE I AND REAR ENTRANCES I I I NITROGEN TANK ROOM. THE FANS WILL VENTILATE AT AROUND 2.5 CFM / 5Q FT DURING r I I I I OPERATING HOURS, AND WILL VENTILATE AT AT LEAST 1 CFM/SQ FT AFTER HOURS. A I I -COM w-- - 1 - - - -. �1L — —— PUSH BUTTON ON SHUT-OFF SWITCH (-) 6, -COM n— — ! - - - - - - — - POWER SUPPLY A PUSH-BUTTON SHUT-OFF SWITCH IS INSTALLED (BY THE ELECTRICIAN) IN THE CRYO Z o mA p ! DESIGNATED 120V Z a cv - -J � �_ - - _ 115VAC/24VDC DUPLEX RECEPTACLE SAUNA ROOM. THE PUSH BUTTON SWITCH IS WIRED IN SERIES, BETWEEN THE POWER +24VDC a-- ♦ - - SOURCE AND SOLENOID ON THE NITROGEN TANK MANIFOLD (SEE EMERGENCY SHUT-OFF Q -- v +24VDC - I -� I I I L--————j VALVE). WHEN THE PUSH BUTTON SWITCH IS PRESSED, IT OPENS THE CIRCUIT REMOVING co z_ I I I POWER TO THE SOLENOID ON THE MANIFOLD. THIS CLOSES THE EMERGENCY SHUT-OFF Ce VALVE, REMOVING NITROGEN SUPPLY TO THE CRYOSAUNA. Z WLL co I I I I I r EMERGENCY SHUT OFF ACTUATOR U o w UI I I f (LOCATED IN CRYOSAUNA ROOM) � AL AY(S) _ Z ; U z r - J E) I A NORMALLY CLOSED EXTERNAL RELAY IS MOUNTED IN THE CEILING, AND IS WIRED IN z ��""=�_ �'=`i� 1 SERIES BETWEEN THE POWER SOURCE AND THE SOLENOID ON THE NITROGEN TANK. THIS 0 Z w J I POWER OPEN SOLENOID VALVE RELAY ACTS SIMILAR TO THE PUSH BUTTON SWITCH (ALSO WIRED IN SERIES) IN THAT E (9 I NC 07 1471 NC ori 711 n+c oN� �3 ' I4R-1 , (LOCATED IN CRYOTANK ROOM) WHEN THE OXYGEN MONITOR SIRENS, IT SIGNALS THE EXTERNAL RELAY TO OPEN, U' z OXYGEN MAIN REMOVING POWER TO THE SOLENOID ON THE MANIFOLD. THIS CLOSES THE EMERGENCY 0 ems— I � J POWER BOARD ( �COlaf CSM+ �cd� L— — SHUT-OFF VALVE, REMOVING NITROGEN SUPPLY TO THE CRYOSAUNA. z o 6, i in D - fi I I II I L � L _ _ 1LI 1I I J � Lo� m 0 z EXTERNAL RELAY, % I § C, O NORMALLY CL OSED � ppm AM/GAEL( TV THIS DETAIL: L_J L_J L_ J CONTACTS (50UARE D GENERSEE PAAEL SCIEDLIES FOR CIRCUITS THAT ARE TO BE CONTROLLED BY Z o n° a 1 RELAY 1 RELAY 2 FAULT #8501C081/14) RELAY(S). TERMINAL TERMINAL B. EXTERNAL RELAY COIL VOLTACE RATIAG MUST AL4 TO-I EXTERNAL VO TAGS 0 — o D I STRIP STRIP SOLACE. Ce U N m 0 C. VERIFY EXACT SPECIFICATIONS FOR SYSTEM COAFOSLNTS WITH MANUFACTLFER L L_ PRIOR TO ROUGH-IN. THIS INCLUDES, BUT IS NOT LIMITED TO, EXTERNALIII m Y RELAYS. POWER S1A�PL Y, HLWNS, S1RA��, ETC. 1- m 0 U J_OXYGEN RELAY BOARD, W1TN D. COORDINATE AKXMTINC LOCATION FOROXYGEN MONITOR, Irl�L4YS, MO POWERw z .. NORMALLY OPEN, COMMON, AND SUPPLIES WITH T7 OAYIwEN. PUREAIRE MONITORING SYSTEMST NORMALL Y CLOSED CONTACTS LX ix = < U AIR CHECK OXYGEN MOM TOR or (LOCATED IN CRYO TANK ROOM) -� SHEET TITLE: A PLAN SYMBOL: ELECTRICAL ril- PUREAIRE OXYGEN MONITOR WIRING DIAGRAM DETAILS E501 NOT TO SCALE E501 1 1 2 3 I 4 1 5 1 I 2 I 3 I 4 I 5 PANEL SCHEDULE A LIGHT FIXTURE SCHEDULE VOLT/PHASE/WIRE: 120/208V/3PH/4W AIC RATING: AIC MAIN BREAKER: MOUNT/ENCLOSURE: SURFACE/NEMA 1 LOCATION: MAIN WGS: 200A TYPE MANUFACTURER CATALOG NO. VOLTAGE LUMEN I COLOR DIMMING MOUNTING LOAD(VA) DESCRIPTION CONTROL 2 u, m l in 9 GL LITHONIA EPANL 2X2 3400LM-80CRI-35K MVOLT 3400/3500K CELING 32 2X2 GRID LIGHTCe a a DESCRIPTION LOAD ¢ g A B C 2 a LOAD DESCRIPTION u DL LITHONIA LDN4-35-15-L04-AR-LD MVOLT 1500/3500K 0-10V RECESED 20.4 4" RECESSED DOWN LIGHT 0 1 EXISTING RTU* 5397 60 3 5897 1 20 500 REC-UC FRIDGE 2 DL2 LITHONIA LDN4-35-10 MVOLT 1000/3500K 0-10V RECESED 12.5 4" RECESSED DOWN LIGHT 3 5397 - - 6117 1 20 720 SPARE 4 DLW LITHONIA LDN4-35-15-L04-AR-LD MVOLT 1500/3500K 0-10V RECESED 20.4 4"WATER PROOF RECESSED DOWN LIGHT Q 5 5397 - - 6397 1 20 1000 HYPERBARIC CHAMBER 6 SAME AS DL BUT WITH A BATTERY EMERGENCY RECESSED DOWN LIGHT 7 CRYOCHAMBER ROOM 500 20 1 1500 1 20 1000 WASHER 8 DLE LITHONIA PACK ce 9 REC-LOCAL CRYO 540 20 1 3040 2 30 2500 DRYER** 10 D 11 EFS} 1560 20 1 4060 - - 2500 12 SUSPENDED TRACK LIGHT. PROVIDE WITH 1 Q 13 REC-DRY SAUNA 870 20 1 1590 1 20 720 REC-OPEN COMPRESSION 14 AMP CURRENT LIMIl1NG DEVICE. PROVIDE AFT (.9 15 WH-1,RP-1 150 20 1 870 1 20 720 OPEN DRIP 16 SDL JUNO R600L 120 113500K SUSPENDED TRACK 9 TRACK SECTION SUSPEND TO 11 6" JUNO TRAG I—I Q 17 SG-1 3750 50 2 6000 1 30 2250 DRY SAUNA 18 MASTER T-4FT-SCBA 19 -------- 3750 - - 4470 1 20 720 REC-NURSE 20Ce ce) 21 EF-1,EF-2 1224 20 1 3144 2 30 1920 CRYOCHAMBER 22 >-.1N 23 CRYOCHAMBER 1920 30 2 3840 - - 1920 -------- 24 LITHONIA EDG-W-1-R EXIT SIGN WITH EMERGENCY BUGEYES EDGE Ca- Ce N- 25 25 1920 - - 2420 1 20 500 CRYO CHAMBER ROOM 26 EM1 3.8 LR-REDEt0) 27 REC-RECEPTION/TV 540 20 1 720 1 20 180 REC-BREAK ROOM 28 W Z 29 NAC PANEL 500 20 1 1000 1 20 500 LCP 30 EMERGENCY BUGEYES WITH BATTERY g LL 0 EM2 LITHONIA ELM2 5 31 REC-COMP/IV 900 20 1 1631 0 0 731 GENERAL LIGHTING 32 BACKUP U] _1 w 33 REC-WALL PBM 1800 20 1 2821 1 20 1021 COORIDOR LIGHTING 34 LITHONIA CLX L96 8000LM 8 FT LINEAR STRIP LIGHT = 0 ' 35 REC-MOBILE PBM 1800 20 1 2900 1 20 1100 REC-IV ROOM 36 LL1 MVOLT 8000/3500K 0-10V CELING 48 U 0 37 CRYOCHAMBER CO 360 20 1 1260 1 20 900 REC-STRETCH 38 39 MICROWAVE 1000 20 1 1500 1 20 500 OXYGEN MONITOR 40 0 41 REC DRINKING FOUNTAIN 1600 20 1 2100 1 20 500 OXYGEN MONITOR 42 LITHONIA CLX L48 4000LM 4 FT LINEAR STRIP LIGHT > Q 43 REC—PBM 1800 20 1 2400 1 20 600 REC—RECEPTION 44 LL2 MVOLT 4000/3500K 0-10V CELING 24 > CO 0 45 REC-PBM 1800 20 1 2800 1 20 1000 REC-SIGNS 46 M I""' 47 REC-PBM 1800 20 1 1980 1 20 180 ROOF REC 48 49 REC-BPM 1800 20 1 1800 1 20 0 SPARE 50 WL EUREKA FOCUS 4547-LED.18-35-24-120V-DV MVOLT 3500K 0-10V CELING/WALL 18 WALL SCONCE U N 51 REC-TTB 500 20 1 500 1 20 0 SPARE 52 PL KICHLER 42046CH 3500K PENDANT 10W MAX PENDANT LIGHT PROVIDE WM-I LED LAMP 1.11 53 SPARE 0 20 1 0 1 20 0 SPARE 54 NOTES: 55 SPARE 0 20 1 0 1 20 0 SPARE 56 1. ALL LIGHT FIXTURES SHOWN HALF SHADED SHALL BE PROVIDED WITH AN EMERGENCY BATTERY PACK CAPABLE OF PROVIDING 90 MIN. OF EGRESS ILLUMINATION. Ce 57 SPARE 0 20 1 0 1 20 0 SPARE 58 2. FIXTURES BEING CONSIDERED AS EQUIVALENTS MUST BE SUBMITED FOR APPROVAL NO LESS THAN FIVE DAYS PRIOR TO BID. 0 59 SPARE 0 20 1 0 1 20 0 SPARE 60 TOTALS 22,968 21,512 28,277 TOTAL LOAD: 72,757 (+ ) LOADS CONTINUOUS NON-CONTINUOUS DEMAND FACTOR/CALCULATION DEMAND LOAD W EXISTING 0 0 125%x 0 0 EQUIPMENT SCHEDULE oC LIGHTING 0 1,021 125%x 0 +100%x 1021 1,021 RECEPTACLE 0 25,081 100%x 10000 +50%x 15081 17,541 ELECTRICAL STARTER OVERCURRENT PROTECTION C MOTOR 0 3,934 125%x 0 +100%x 3934 3,934 CONDUIT WIRE GND. NEMA DISCONNECT FUSE FD®HEAT 0 5,000 100%x 5000 16191 V PH KW HP MCA FLA MOCP REMARKS A/C 0 16,191 100°i6 x 16191 MARK DESCRIPTION SIZE QTY. SIZE SIZE SIZE SIZE/POLE SIZE EF-1 EXHAUST FAN 120 1 1/6 20 3/4" 2 12 12 - - - 5A KITCHEN EQUIP. 0 0 100 %x 0 0 EF-2 EXHAUST FAN 120 1 1/4 20 3/4" 2 12 12 - - - 4A MISC 0 21,530 125%X 0 +100%x I 21530 21,530 TOTAL DEMAND LOAD: 60,217 VA EF-3 EXHAUST FAN 120 1 11W 20 3/4" 2 12 12 - - - 15A 167 A EF-4 EXHAUST FAN 120 1 11W 20 3/4" 2 12 12 - - - 15A PANEL NOTES: *RECONNECT EXISTING ROOFTOP UNIT. EXTEND CABLES AND CONDUIT AS REQUIRED RP-1 RECIRC PUMP 120 1 0.7 20 3/4" 2 12 12 - - - 13A SG-1 STEAM GENERATOR 208 1 7.5 40 1" 2 8 10 - 60/2 - 2A STAMP WH-1 GAS WATER HEATER 120 1 1 20 3/4" 2 12 12 - - - 5A a �REo PROFFs NOTE: COORDINATE FINAL EQUIPMENT CONNECTIONS WITH EQUIPMENT PROVIDER PRIOR TO ROUGH-IN. VERIFY ALL MOUNTING HEIGHTS. �� NG i N EF s/ REMARKS: i • ��, � 1. FUSED DISCONNECT SWITCH 10. REDUCED VOLTAGE STARTER 13. DIRECT CONNECTION Oji° I 4(24791"W.164 2. NON-FUSED DISCONNECT SWITCH 11. VARIABLE FREQUENCY DRIVE 14. DUCT DETECTOR IN RETURN DUCT 3. BREAKER IN ENCLOSURE 12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. 15. SWITCH WITH LIGHTS OREGON 4.THERMAL OVERLOAD SWITCH 8-5-19 p 5.TOGGLE SWITCH A. FURNISHED, INSTALLED AND CONNECTED UNDER DIVISION 26 '9L P- - 6. MAGNETIC STARTER B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRING CONNECTION UNDER DIVISION 26 7'D W. S- 7. MAGNETIC STARTER/NON-FUSED DISCONNECT SWITCH C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND CONNECTED UNDER DIVISION 26 EXPIRES:06/30/2020 8. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED, AND CONNECTED UNDER ANOTHER DIVISION 9. MAGNETIC STARTER/BREAKER COMBINATION E. FURNISHED AND INSTALLED UNDER DIVISION 26 REQUIRING CONNECTION UNDER ANOTHER DIVISION • k 1 Z I I LIGHTING RELAY SCHEDULE O I.D.: LCP PART#: LC&D GR1404 LTD 5 w LOCATION: ENCLOSURE DIMENSION: 8.4"W X 13.4"H X3.125"D re B SUPPLY CIRCUIT: NEMA RATING: NEMA 1 VOLTAGE: 120 NOTES: RELAY: LINE FEED: DESCRIPTION: LV SW: A B C D E 1 A-34 CORRIDOOR LV$ X I I I 2 SPARE LV$ X 3 SPARE Z mom Z a, 01o 4 SPARE < ' co i PROGRAMMING NOTES: i • LY 5 z • A. TIMED ON/TIMED OFF Z Z U o w B. TIMED ON/PHOTOCELL OFF = Z Y E w Z C. PHOTOCELL ON/TIMED OFF 0 z ° a(i z D. PHOTOCELL ON/ PHOTOCELL OFF < Lu 5; E E w O E. OTHER Z NOTE: PROVIDE DIMMMING RELAY FOR CORRIDOR LIGHTING CIRCUIT '.. Z 3 au) 1 J h/ J o � ) 0 co Z i c.� o 0 OoI- 6.' � teU Ni0 - 2 } } *i } m Y E.:il it 1 Um w U Z O W Y Ir U 111 U w 0 2< 0 D 0 0 SHEET TITLE: A ELECTRICAL SCHEDULES E601 1 I 2 I 3 I 4 I 5