HomeMy WebLinkAbout56 E Duarte Rd 103 - 2022 - TENANT IMPROVEMENT FOR NEW DENTAL OFFICE #103 WITH EMPCodes
SCOPE OF WORK:
TENANT IMPROVEMENT AND CHANGE OF USE OF AN EXISTING 1,610 SF OFFICESPACE AND CONVERT INTO A NEW DENTAL OFFICE- NO CHANGE IN PARKING
- THIS IS NOT AN OSHPD PROJECT- NO EXTERIOR MODIFICATIONS- NO INCREASE IN FLOOR AREA
PART OF THIS PROJECT:
INTERIOR PARTITION WALLS (NONBEARING)T-BAR CEILINGS
PLUMBING, NEW FIXTURES LIGHTING, SWITCHING, ANDRECEPTACLES
REPLACE HVAC DUCTS AND REGISTERS CABINETRY
INTERIOR FINISHES (PAINT, FLOORCOVERING)
Fire Department Notes
1. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL CONFIRM THE LOCATION OF ALL EXISTINGUTILITIES AND COORDINATE THE INSTALLATION OF ALL NEW UTILITIES AND METER LOCATIONS WITH THEUTILITY COMPANY OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT.2. IT IS THE CONTRACTORS' SOLE RESPONSIBILITY TO THOROUGHLY REVIEW AND BECOME FAMILIAR WITHALL PERTINENT DOCUMENTS AVAILABLE REGARDING THE CONSTRUCTION OF THIS PROJECT. ANYAMBIGUITY OR DISCREPANCY DISCOVERED IN THE DOCUMENTS SHALL BE IMMEDIATELY REPORTED TOTHE DESIGNER WHO SHALL MAKE CLARIFICATIONS AND INTERPRETATIONS IN A TIMELY MANNER. THECONTRACTOR'S FAILURE TO DISCOVER AND NOTIFY THE DESIGNER OF SAID AMBIGUITY OR DISCREPANCYPRIOR TO THE START OF CONSTRUCTION SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITYRELATING TO THE MATTER.3. CHANGES OR DEVIATIONS FROM THE DOCUMENTS, MADE BY THE CONTRACTORS OR THEIR SUPPLIERSWITHOUT THE WRITTEN CONSENT OF THE DESIGNER, ARE UNAUTHORIZED CHANGES TO THE WORK ANDAS SUCH SHALL RELIEVE THE DESIGNER OF ALL RESPONSIBILITY FOR THE CONSEQUENCES ARISINGTHEREFROM.4. PRIOR TO BEGINNING ANY NEW WORK OR INSTALLATION, IT IS THE CONTRACTORS' RESPONSIBILITY TOINSPECT PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE AND VERIFY THAT ALL SUCH WORK ISSATISFACTORY AND COMPLETE TO THE REQUIRED LEVEL OF ACCEPTANCE TO ALLOW FOR THE START OFSUBSEQUENT WORK. THE COMMENCEMENT OF ANY WORK SHALL INDICATE THAT ALL PREVIOUSLYINSTALLED WORK AND/OR SUBSTRATE WAS FOUND TO BE ACCEPTABLE AND INSTALLED ACCORDING TOINDUSTRY STANDARDS. ANY WORK FOUND TO BE IN UNACCEPTABLE CONDITION SHALL BE REMOVED ANDREPLACED AT NO ADDITIONAL COST TO THE CLIENT.5. THE CONTRACTORS SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF THE SCOPE OFWORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR BEGINNING ANY CONSTRUCTIONRELATED ACTIVITIES FOR THE PURPOSE OF BECOMING COMPLETELY FAMILIAR WITH THE SITE AND ALLEXISTING CONDITIONS WHICH MIGHT IMPACT THE COST OF, OR PERFORMANCE OF THE SCOPE OF WORK.6. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND THEREQUIREMENTS OF ALL REGULATORY AGENCIES HAVING REQUIREMENTS OF ALL REGULATORY AGENCIESHAVING JURISDICTION OVER THE PROJECT. UNDER NO CONDITION DOES THE DESIGNER HAVERESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE CONTRACTORS IN THE PERFORMANCE OFTHE WORK OR FOR CONDITIONS OF SAFETY AT THE PROJECT SITE.7. THE CONTRACTORS SHALL COORDINATE ALL FINISHES, MATERIALS, AND COLORS WITH THE DESIGNERAND/OR ARCHITECT.8. ALL EXPOSED STEEL SURFACES THAT ARE WELDED ARE TO BE GROUND SMOOTH, PRIMED AND PAINTEDUNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE.9. IF, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK OR EXCAVATION PERFORMED BY THECONTRACTORS, OWNERS, OR OTHERS UNDER THE TERMS OF THE CONTRACTORS, OWNERS, OR OTHERSUNDER THE TERMS OF THE SUBCONTRACT OR OTHER AGREEMENT, HAZARDOUS WASTE ISENCOUNTERED, SAME SHALL BE REMOVED AND DISPOSED OF AS REQUIRED BY THE AUTHORITIES HAVINGJURISDICTION OVER THE PROJECT. THE DESIGNER IS NOT KNOWLEDGEABLE OF THE EXISTENCE OFHAZARDOUS WASTE AND SHALL NOT BE HELD RESPONSIBLE FOR THE EXISTENCE OR REMOVAL OFHAZARDOUS WASTE.10. THE CONTRACTORS SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS ANDDEBRIS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ISOLATING THE ZONE OF CONSTRUCTION INORDER TO MINIMIZE THE IMPACT OF CONSTRUCTION ON ADJACENT SPACES AND PROPERTIES OUTSIDE OFTHE SCOPE OF THIS CONTRACT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVALAND DISPOSAL OF DEBRIS AND RUBBISH IN A LEGALLY APPROVED MANNER.11. DIMENSION REFERENCES ARE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS:FACE OF CONCRETEFACE OF MASONRYFACE OF SHEATHING ON EXTERIOR FRAME WALLSFACE OF GYPSUM BOARD ON INTERIOR FRAME WALLSANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BEFORE PROCEEDINGWITH THE WORK. ALL OPENING DIMENSIONS ARE TO THE CENTERLINE OF OPENING UNLESS NOTEDOTHERWISE. ALL PLUMBING AND ELECTRICAL PLUMBING AND ELECTRICAL DIMENSIONS ARE TO THEIRCENTERLINE UNLESS NOTED OTHERWISE. ALL DRAWINGS ARE DRAWINGS ARE TO BE USED INCONJUNCTION WITH THE APPLICABLE SPECIFICATIONS.12. DETAILS SHOWN ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS UNLESS DETAILS SHOWN ARETO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.13. DO NOT SCALE THE DRAWINGS. IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, DO NOT SCALETHE DRAWINGS. IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, FIELD VERIFY AND/ORCONTACT THE DESIGNER FOR CLARIFICATION.14. ITEMS OF DENTAL EQUIPMENT OR CONSTRUCTION NOTED N.I.C. ARE NOT TO BE PROVIDED UNDER THECONTRACT, AND UNLESS NOTED OTHERWISE SHALL BE FURNISHED AND INSTALLED BY CLIENT'SSEPARATE CONTRACT.15. ALL MATERIALS, FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE PROVIDED INNEW CONDITION WITH FULL MANUFACTURER'S WARRANTY, UNLESS NOTED OTHERWISE, AND ARE TO BESTORED AND INSTALLED PER THE MANUFACTURER'S INSTALLED PER THE MANUFACTURER'SSPECIFICATIONS. DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CLIENT.16. PROVIDE WATER RESISTANT SHEET ROCK AT ALL LOCATIONS WHICH MAY BE SUBJECT TO THE ADVERSEEFFECTS OF MOISTURE. EFFECTS OF MOISTURE.17. NORTH ARROWS AS DEPICTED ON DRAWING SET ARE FOR PROJECT REFERENCE ONLY. CONTRACTORSARE RESPONSIBLE FOR VERIFYING ORIENTATION OF PROJECT SITE AND SCOPE OF WORK TO BECOMPLETED PRIOR TO START OF WORK.18.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANYWATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARELOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.19. AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ONTHE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TOTHE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158 AND 180,670) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPERATE PLUMBINGPERMIT IS REQUIRED.20. Provide ultra-flush water closets for all new construction. Existing shower heads and toilets must be adapted for lowwater consumption.21. Water heater must be strapped to wall. (Sec. 507.3 & LAPC)
Vicinity Map
2019 California Building Code
2019 California Mechanical Code
2019 California Plumbing Code
2019 California Electrical Code
2019 California Energy Code.
2019 California Fire Code.
City of Arcadia Municipal Code
Consultants
Tenant / Owner
Contractor/Designer Garrett Construction 28345 Constellation rd., Valencia, Ca. 91355
Care of: Garrett Poucher - 661-238-3338
MEP Engineer NAI Consulting Engineers 28043 Smyth Drive, Valencia, Ca. 91355, 661-244-2772
Sheet Index
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Sheet Title
Revisions
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T-1
TITLE SHEET
T-1
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1. REGARDLESS OF OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDEWITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. KEY-LOCKING HARDWAREMAY BE USED ON THE MAIN EXIT WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR• • •• • • • • •• • •• • • •• • • • •• • • • •• • ••••••••••••••••••••••••••••••••••THIS DOOR MUST REMAIN UNLOCKED WHILE THIS SPACE ISOCCUPIED•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••(CBC 1010.1.9.3)2. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE TENANT IMPROVEMENT PLANS ONLY. FIRESPRINKLER SYSTEMS, ALARM SYSTEMS, UNDERGROUND FIRE LINES, HOOD SUPPRESSION SYSTEMSOR ANY OTHER FIRE PROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENT PERMIT REQUIRES ASEPARATE PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL.3. PROVIDE FIRE RATED HARDWARE IN ALL RATED ASSEMBLIES.4. LOCATION AND CLASSIFICATION OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THECALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19, AND THE CALIFORNIA FIRE CODE STANDARD10-1. PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE FOR THECERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT.5. EXIT SIGNAGE AND EXIT PATHWAY ILLUMINATION SHALL BE PROVIDED IN COMPLIANCE WITH CBCSECTION 1008. SUBJECT TO APPROVAL OF THE FIRE INSPECTOR. ALL EXIT SIGNS SHALL BECONSTANTLY ILLUMINATED AND CONTINUE ILLUMINATION FOR NOT LESS THAN 1.5 HOURS IN THEEVENT OF A POWER OUTAGE. EMERGENCY POWER CAN BE PROVIDED BY STORAGE BATTERIES ORAN ON-SITE GENERATOR. PROVIDE ELECTRICAL DRAWINGS INDICATING DEVICE LOCATIONS ANDWIRING LAYOUT.6. PROVIDE PORTABLE FIRE EXTINGUISHERS RATED 2A1OBC AT EVERY UNIT.7. INSTALL AN APPROVED, TESTABLE BACKFLOW DEVICE ON SPRINKLER WATER LINE.8. MANUAL AND AUTOMATIC FIRE ALARM SYSTEMS UNDER SEPARATE PERMIT. WHERE EMERGENCYWARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A MEANS OF WARNING FOR THEHEARING IMPAIRED AND SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72.9. PROVIDE ADDRESS NUMBERS AT EACH UNIT LEGIBLE FROM THE ACCESS FRONTING EACHPROPERTY. STREET ADDRESS NUMBERS SHALL BE 4" HIGH AND OF CONTRASTING COLOR FROMTHEIR BACKGROUND.10. ALL LIFE SAFETY SYSTEMS ON THIS PROPERTY SHALL BE IN COMPLIANCE WITH 2016 CA FIRE CODECHAPTER 9, SECTION 901. TESTING AND MAINTENANCE RECORDS SHALL BE AVAILABLE ON SITE INCOMPLIANCE WITH TABLE 901.6.111. FINAL INSPECTION WILL PEND THAT COMPLIANCE WITH SECTION 901 IS COMPLETE AND CURRENT.
Owner Tse David C & Irene P801 Country Oaks Ln., Pasadena, CA 91106
T-1 Title Sheet, Building Info, Scope Of Work
T-3 ACCESSIBLE PARKING DETAILS
A-1
A-2
HC-1 Accessible restroom plan, accessibility notes.
HC-2 Accessible restroom plan, accessibility notes. ADA Parking notes
DT
Reflected Ceiling Plan
Floor Plan
BUILDING Notes and Details
OBTAIN SEPARATE PERMITS FOR ELECTRICAL, MECHANICAL,PLUMBING, FIRE SPRINKLER AND FIRE ALARM
D-2 Dimension Plan
E-100 General Notes and Symbols
E-200 Electric, power and telephone Plan
E-300 Electrical lighting Plan
E-400 Single line and Panel schedule
E-500
Electrical Details
Title 24 Forms
M-100 Mechanical Notes and symbols
M-500 Mechanical details
P-100 Plumbing Specifications, Notes and Details
E-600
M-201 Mechanical Floor Plan
P-101
P-201
P-501
P-601
Medical Gas Details
Plumbing waste and Vent
Plumbing Riser
Plumbing Details
P-301 Plumbing Cold and Hot Water
M-101 Mechanical General specificationsBUILDING DATA
NUMBER OF STORIES 3
SPRINKLERS Yes
LOT
CONSTRUCTION TYPE III-A
SUITE SQ FOOTAGE 1.610 USF
CURRENT USE B -OFFICE
TOTAL OCCUPANT LOAD 19
TRACT -
-
APN -
CO. MAP REF -
PARCEL PIN -
T-2 Site Plan & Path of Travel
FOR CITY USE ONLY
Dental Office Tenant Improvement For:
Dr. Samuel Lee
56 E. DUARTE RD. UNIT 103.,
ARCADIA, California, 91006
Drawn By
G. P.11/1/22
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PROPOSED USE B -DENTAL OFFICE
E-201 HVAC, Water Heater and Control Outlet Plan
Dr. Samuel Lee56 E DUARTE RD., UNIT 103 , ARCADIA, California, 91007
E-501 Title 24 Forms
M-600 Title 24 Compliance
1 3/1/23- PC Corrections
Sheet Number
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SITE PLANPATH OF TRAVEL
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1 3/1/23- PC Corrections
PROJECTLOCATION
ACCESSIBLEPATH OF TRAVEL
FOR REFERENCE ONLY
PROJECTLOCATIONL
ACCESSIBLEPATH OF TRAVEL
Sheet Number
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Revisions
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FOR CITY USE ONLY
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Sheet Number
Sheet Title
Revisions
T-1
ADA NOTES
HC-1
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Door Notes
Disabled Access Requirements
Toilet Facility Notes
Typical A.D.A. Compliant Restroom Elevations ( 12"=1' )
Restroom Signage (N.T.S.)
30"x48" Clear
29" Min.
40" To highest operable part
Finished floor
Insulated drain andhot water pipes
Switches
Mirror
Soap dispenserPaper toweldispenserSanitary napkin(womens only)
Toilet seat cover
112" O.D. x 36" grab bar.
112" O.D. x 42" grab bar.
24"
25"
33"-36"34" Max29" Min.
9" Min Clear7" - 19"
PLASTIC LAMINATE TOE KICK,TYP.
REMOVABLEPANEL ASREQUIRED FORSERVICE, MOUNTON CONCEALEDMOUNTINGHANGERS
OUTLET
2X FRAMING
PLASTIC LAMINATE ON ALLVERTICAL SURFACES.
GROMMET, DOUG MOCKETT TG.
3/4" VERT. RIBS AT 16" O.C. MAX,CUT AS REQUIRED FOR WIREMANAGEMENT
UPPERCASE CHARACTERSRAISED 1/32"
HEIGHT OF LETTERING 5/8"MIN. TO 2" MAX.
WALL MOUNTED SIGNAGE TOBE LOCATED ON LATCH SIDEOF DOOR CLEAR OFDOOR-SWING. MOUNT AT 60"TO CENTERLINE OF SIGNFROM FLOOR.
TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWINGLOCATIONS:1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BEIDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT."2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVELEXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BEIDENTIFIED BY A TACTILE EXIT SIGN WITHA. "EXIT STAIR DOWN"3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVELEXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXITPASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGNWITH THE WORDS, "EXIT ROUTE."4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM ORAREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TOHAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS, "EXIT ROUTE."5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BEIDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT."
DOOR-MOUNTEDSIGNAGE
CONTRACTED GRADE 2BRAILLE SHALL BE USEDWHEREVER BRAILLE ISREQUIRED IN OTHERPORTIONS OF THESESTANDARDS. DOTS SHALLBE 1/10 ON CENTERS INEACH CELL WITH 2/10-INCH(5.08 MM) SPACE BETWEENCELLS, MEASURED FROMTHE SECOND COLUMN OFDOTS IN THE FIRST CELL TOTHE FIRST COLUMN OFDOTS IN THE SECOND CELLTO THE FIRST COLUMN OFDOTS IN THE SECOND CELL.DOTS SHALL BE RAISED AMINIMUM OF 1/40 INCHABOVE THE BACKGROUND.
7"-9"
48" Max
54" Min
12" Max 42" Min.
6" Max.8" Min.27" Min
Shall comply with 11b-309.4
1. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE TO PERMIT THE••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE••••••• ••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-404.22. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR•••••••••••••••••••••• ••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FROM ITS CLOSED POSITION. CBC 11B-404.2.23. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL,SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULLACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRINGTHE ABILITY TO GRASP THE OPENING HARDWARE. CBC 11B-309.44. ••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••THE FLOOR. CBC 11B-404.2.75. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL ANDCLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. COMPLY WITH TABLE11B-404.2.4.16. ••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • •• • •••• •• • • •• • • • •• • • •• •• • • • • • •••• • • • • • • • • •• • • •• • • • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••11B- 404.2.4.1.7. •••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••• •••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • •• ••••••••••••CBC 11B-404.2.58. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTRESTWITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED,••••••••• •••• • • •••••••••••••••••••••••••••••••••••••••••••••• •••••••• • •••• •••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR WITHOUT CREATING A TRAP OR HAZARDOUSCONDITION. CBC 11B-404.2.109. A NARROW FRAME, WITH A BEVELED TOP EDGE 60 DEGREES MAXIMUM BEVEL TO VERTICAL PLANEINSTALLED AT BOTTOM OF A GLASS DOOR (WITH NO SIDE FRAMES) MAY BE USED IN LIEU OF••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••TO AHJ APPROVAL CBC 11B-404.2.1010. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TOHINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATINGDEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT TOEXCEED 15 POUNDS. CBC 11B-404.2.911. WHEN SANITARY FACILITIES ARE LOCATED ON ACCESSIBLE FLOORS OF A BUILDING, THEY SHALL BEMADE ACCESSIBLE TO THE PHYSICALLY DISABLED.12. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • •• • •• • •• • • • • •• • • • • •• • • • • • •• • •• • • •• •• • • • •• •• • •• •• • • •• • ••• •• • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-703.7.2.6.313. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • •• • ••• • • • •• • •• • • • • •• • • •• • • • •• • • •• • • • •• •• • • •• • • • •• • •• • • • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-603.614. THE DISTANCE BETWEEN THE CENTER LINE OF A WATER CLOSET AND AN ADJOINING WALL SHALL BE• • ••• •• •• • • ••• • ••• • • •• • • ••••••••••••••••••••••••••••CBC 11B-604.215. ••••••••••••••••••••••••••••••• •••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••OF THE WALL. CBC 11B-604.216. •••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••MEASURED TO THE TOP OF THE TOILET SEAT. CBC 11B-604.417. ••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••THE CENTER LINE OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM OR• • • • • • • •• • • • • • • •• • •• •• • • • •• • • • •• • ••• • • • • •• • • •• •• •• • • • •• • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-606.618. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE•••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS.CBC 11B-604.619. •••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE MAY ADJOIN OR OVERLAP ANACCESSIBLE ROUTE AND MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY.CBC 11B-305.5, 11B-606.220. ••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF•••••••• •••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••THE LAVATORY. CBC 11B-606.221. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • • • • • • ••• • ••• • • • • • • ••• • ••• • • • • • • •• • • •• • • • • • •• • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-606.522. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALLNOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TOACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER-OPERATED, PUSH-TYPE ANDELECTRONICALLY SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR ATLEAST 10 SECONDS. CBC 11B-606.423. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTIVE SURFACE NOT MORE THAN• • ••• • • • •• • • •• • • • • ••••••••••••••••••••••CBC 11B-213.3.5,11B-603.524. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••THE FLOOR. CBC 11B-603.525. LOCATE THE CENTERLINE OF TOILET ISSUE DISPENSERS ON THE WALL WITHIN MIN. 7" TO MAX. 9" OF••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-604.726. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 POUNDS PERLINEAR FOOT. CBC 11B-609.827. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••THE FLOOR TO THE TOP OF THE GRIPPING SURFACE. CBC 11B-604.528. •••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••LONG. CBC 11B-604.529. ••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. CBC 11B-609.230. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE• • • • •• • • • •• • • • • •• • •• •• ••••••••••••••••••••••••••••CBC 11B-609.331. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP ORABRASIVE ELEMENTS. CBC 11B-609.532. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. CBC 11B-609.633. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC 11B-308.1.234. THE BOTTOM OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THEOCCUPANT OF THE ROOM OR AREA TO CONTROL THE LIGHTING AND RECEPTACLE OUTLETS,••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••RESPECTIVELY. CBC 11B-308.1.135. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. CBC 11B-308.1.1
1. AFFIX INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES. CBC 11B-216.62. •••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CLEAR OPENING WIDTH, MEASURED WHEN THE DOOR IS OPENED AT 90 DEGREES. CBC 11B-404.23. ENTRY/ PASSAGE DOORS SHALL HAVE LEVER TYPE HARDWARE, PUSH-PULL HARDWARE, ORHARDWARE THAT DOES NOT REQUIRE THE ABILITY TO GRASP AND TWIST IN A SINGLE MOTION. CBC11B-404.2.74. • • • • •• • • •• • • • • •• • • • •• • • • • • • • •• • • • • •• • •• • • • • • • • •• • • • • • • •• • ••• • • •• • ••• •• •• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC11B-404.2.75. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • •• • • • •• • • • • • ••• • • •• • •••• •• • • • • •• • •• •• • • • •• • •• • •• • • •• • • • •••• •• • • • • • • • • • •• • • • •• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••APPROACH OR WHEN THERE IS NEITHER A LATCH OR CLOSURE AND HINGE SIDE APPROACH ONLY.CBC 11B-404.26. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••IS REQUIRED AT THE STRIKE EDGE OF THE PUSH SIDE OF A PASSAGE DOOR WHEN THERE IS BOTHA LATCH AND A CLOSURE. MANEUVERING CLEARANCES PER TABLE 11B-404.2.4.1.7. ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1:2 MAXIMUM BEVELED SLOPE. CBC 11B-404.2.58. THE BOTTOM OF THE PUSH SIDE OF ALL PASSAGE DOORS, EXCEPT AUTOMATIC AND SLIDING,• • • • •• • •• •• • ••• •• • •• • • • • • •• • • • • • • •••••••••••••••••••••••••••••••••••••CBC 11B-404.2.109. THE MAXIMUM EFFORT TO OPEN AN INTERIOR DOOR IS 5 LBS. EXTERIOR DOORS ARE 5 LBS. AND 15LBS. MAX. FOR FIRE RATED EXIT DOORS. CBC 11B-404.2.910. REGARDLESS OF OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDEWITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. KEY-LOCKING HARDWAREMAY BE USED ON THE MAIN EXIT WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR• • •• • • • • •• • •• • • •• • • • •• • • • •• • ••••••••••••••••••••••••••••••••••THIS DOOR MUST REMAIN UNLOCKED WHILE THIS SPACE ISOCCUPIED•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••(CBC 1010.1.9.3)11. HARDWARE AT POCKET DOORS SHALL BE ADA COMPLIANT; USING LEVER TYPE HAEGER WROUGHT•• • •••••••••••••••• •••• ••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••HARDWARE FRAME CONTACT
1. IN ADDITION TO THE CONVENTIONAL SIGNS, PROVIDE PERMANENT IDENTIFICATION WITHRAISED LETTERS ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALLADJACENT TO THE LATCH OUTSIDE OF THE DOOR. CBC 11B-703.7.2.6.32. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE, SUCH ASPORTLAND CEMENT, CONCRETE OR CERAMIC TILE WHICH EXTENDS UP THE WALL A MINIMUM• • •• ••••••••••CBC -1210.2.13. WALLS WITHIN WATER CLOSET COMPARTMENT SHALL HAVE A SMOOTH, HARD,NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE OR CERAMIC TILE OR• •• •• •••• •• •• • • • •• • •• •• • •• • • •• • •• • •••• • • • •• • • • •• • •• • •• • • •• • • • • • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••CBC -1210.2.24. HOT WATER AND DRAIN PIPES UNDER LAVATORIES TO BE INSULATED OR OTHERWISECOVERED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES BELOW THE LAVATORYAND OR SINKS. SEE SEC. 11B-606.5.5. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE THECONTROL SHALL BE NO GREATER THAN 5 LBS. CBC 11B-606.5
Standard Mounting Heights
Accessible Transaction Counter
44"
POWER OR TELE/DATAOUTLET
LC
LIGHT SWITCH
4"
15
"
48
"
OUTSIDE FACE OF DOORFRAME OF WALL
WALLMOUNTEDTELEPHONE
POWER OR TELE/DATAOUTLET
A.D.A. Compliant Sink
Accessibility Signage @ Building Entrance
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGUREON A BLUE BACKGROUND. BLUSE SHALL BE COLOR NO. 15090 IN FEDERALSTANDARD 595B
Figure 11B-703.7.2.1
ENTRANCES TO BUILDINGS AND FACILITIES THAT ARE ACCESSIBLE TO ANDUSABLE BY PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUMOF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONALDIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS WHERE THEACCESSIBLE ROUTE OF TRAVEL DIVERGES FROM THE REGULAR CIRCULATIONPATH, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS.IN EXISTING BUILDINGS AND FACILITIES, ENTRANCES WHICH ARE NOTACCESSIBLE SHALL HAVE DIRECTIONAL SIGNAGE COMPLYING WITH 11B-703.5,WHICH INDICATES THE LOCATION OF AND ROUTE TO THE NEAREST ACCESSIBLEENTRANCE
Door Singage ( 12"=1' )
48" min to baseline of braille60" max to baseline of text
27" Min.
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SEE HC-2DETAIL 1FOR REAR GRAB BAR
FOR CITY USE ONLY
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Drawn ByG. P.11/1/22
1 3/1/23- PC Corrections
Sheet Number
Sheet Title
Revisions
T-1
ADA NOTES
HC-2
------------
*******
A.D.A. Compliant Urinal
1
2
3
4
NOPARKING
EXISTING ACCESSIBLE WALKWAY EXISTING VAN ACCESSIBLE PARKING
PARKINGONLY
MINIMUMFINE$250
NOPARKING
EXISTING ACCESSIBLE CURB RAMP 10
EXISTING ACCESSIBLE SIGNAGE EXISTING TYP. ACCESSIBLE PARKING
EXISTING ACCESSIBLE SIGNAGE EXISTING TRUNCATED DOMES EXISTING ACCESSIBLE PARKING SYMBOL
5
69
8
7
8/HC-2
3/HC-2
3/HC-2
8/HC-2
GALVANIZED PIPE EMBEDDEDINTO INTO A 12" ROUND, 36"DEEP CONCRETE FOOTINGWITH MIN. 3" COVERTYP. FOOTING
(000)000-8000
123 The Correct address, CA
60"GALVANIZED PIPE EMBEDDEDINTO INTO A 12" ROUND, 36"DEEP CONCRETE FOOTINGWITH MIN. 3" COVERTYP. FOOTING
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New A.D.A. Compliant Restroom Elevations Scale 1/2" = 1'
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Drawn ByG. P.11/1/22
1 3/1/23- PC Corrections
RESTROOM
Sheet Number
Sheet Title
Revisions
T-1
DIMENSION PLAN
D-2
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1. ALL DIMENSIONS ARE TO FINISHED DRYWALL EXISTING WALLS TO REMAIN
NEW INTERIOR NON BEARING FULL HEIGHTPARTITIONS, SEE SHEET "DT" DETAIL "11"
EXISTING EXTERIOR WINDOW
NEW INTERIOR NON BEARING LOW WALL @ 28-1/2",SEE SHEET "DT" DETAIL "5"
NEW INTERIOR NON BEARING FULL HEIGHT
PARTITIONS, SEE SHEET "DT" DETAIL "9"
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Drawn By
G. P.11/1/22
PB
WAITING
UTILITY
CONEBEAM
OP 5
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
STAFFLOUNGE PRIVATEOFFICE
LAB
BRUSH AREA
HALLWAY 1
HALLWAY 2
1 3/1/23- PC Corrections
PROJECTLOCATION
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OCCUPIED
SPACESNOT PART OF THISPROJECT
EXISTINN ACCESSIBLEPATH OF TRAVEL
EXISTING ACCESSIBLEPARKING
Sheet Number
Sheet Title
Revisions
T-1
FLOOR PLAN
A-1
----------
*******
FLOOR PLAN LEGENDFLOOR PLAN KEYNOTES
EXISTING WALLS TO REMAIN
NEW INTERIOR NON BEARING FULL HEIGHTPARTITIONS, SEE SHEET "DT" DETAIL "11"
EXISTING EXTERIOR WINDOW
DOOR, SEE DOOR SCHEDULE ON THIS SHEET
FLOOR PLAN NOTES, SEE BELOW
1. ALL ACCESSIBLE COUNTER TO BE AT 34" AFF MAX2. EXISTING ENTRY DOORS TO HAVE 5 LB MAX SELF CLOSER AND LEVER HARDWARE
DOOR SCHEDULE
SCALE: 1/4" = 1'
OCCUPANCY CALCULATIONS
OCC. TYPE OCC. USE S.F. OCC. LOAD OCCUPANCY
B
ACCESSORY
TOTAL
B
OFFICE
WAITING
RM 138'
1,472'150
15
1,610'
10
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PER CBC 1004.1.2
FLOOR PLAN
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9
7
4
3
4
9
NOTE:WHERE EXISTING ELEMENTS OR SPACES AREALTERED, EACH ALTERED ELEMENT OR SPACE SHALLFULLY COMPLY. 11B-202.3
EXITS REQUIRED - 1
EXITS PROVIDED - 2
NEW INTERIOR NON BEARING LOW WALL, SEE SHEET"DT" DETAIL "5"
DOOR SCHEDULE
*DOOR HARDWARE TO BE HAGER, 3500 SERIES, CYLINDRICAL LEVER, ADA COMPLIANT
SCALE: 1/4" = 1'DISABLED ACCESS FLOOR PLAN
NEW INTERIOR NON BEARING FULL HEIGHTPARTITIONS, SEE SHEET "DT" DETAIL "9"
EXIT NEW EMERGENCY EXIT SIGN FIXTURE WITH 90 MIN. BATTERYBACK UP AND DIRECTION ARROWS AS NECESSARY. SEE ESHEETS FOR WIRING LAYOUT
T
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Drawn ByG. P.11/1/22
PB
WAITING
UTILITY
DIGITALLAB
CONEBEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENTBAR
STAFFLOUNGE
PRIVATEOFFICE
TI
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TV
BRUSH AREA
HALLWAY 1
HALLWAY 2
F/S
PB
WAITING
UTILITY
DIGITALLAB
CONEBEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENTBAR
STAFFLOUNGE
PRIVATEOFFICE
TI
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TV
BRUSH AREA
HALLWAY 1
HALLWAY 2
F/S
1
2
2
5
5
3
33
3
4
6HC-1
6HC-1
9 DT
12 DT
5HC-1
5HC-1T.E.S.
T.E.S.
T.E.S.
1HC-1
2HC-1
+34"
+34"
+34"
+34"+34"
+34"
+30"
+30"
+31"
+31"
+31"
+31"
+42"
3HC-1
EGRESS PATH OF TRAVELMAX DISTANCE 73'MAX ALLOWED DISTANCE 100'
1HC-2
10 DT
shelving
X XX DETAIL REFERENCE, DETAIL NUMBER OVER SHEET NUMBER
EX
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EXIT
EXIT
EXIT
EXIT
1 3/1/23- PC Corrections
Sheet Number
Sheet Title
Revisions
REFLECTED CEILING
A-2
------
*******
REFLECTED CEILING PLAN LEGENDREFLECTED CEILING PLAN NOTES
EXISTING WALLS TO REMAIN
NEW INTERIOR NON BEARING PARTITIONS, SEESHEET "DT" DETAIL "9"
EXISTING EXTERIOR WINDOW
EW SUSPENDED CEILING GRID. USE ARMSTRONG HEAVY DUTY 1516"GRID WITH 2X2 DUNE TEGULAR TILES. SEE SHEET "DT" DETAILS "1","2", "3", AND "4"
1. INSTALL A NEW HEAVY DUTY ARMSTRONG 15/16" 2X4 SUSPENDED CEILINGGRID THROUGHOUT. NEW GRID TO BE CENTERED IN EACH ROOM.2. SEE MECHANICAL PLANS FOR HVAC LAYOUT AND INFORMATION.3. SEE E SHEETS FOR ELECTRICAL CIRCUITING AND TITLE 24 INFORMATION4. NEW CEILING GRID TO BE INSTALLED AT 10' A.F.F. THROUGHOUT. U.O.N.
SCALE 1/4" = 1'
NEW DRYWALL CEILING. SEE PLAN FOR HEIGHTS. USE 3 5/8" 20GA. METAL STUDS WITH 5/8" TYPE X DRYWALL ON ONE SIDE.PROVIDE LEVEL 4 FINISH. SEE SHEET "DT" DETAIL "6".
GA
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Drawn ByG. P.11/1/22
METALUX 2X4 LED TROFFER, MODEL24CZ-LD5-40-UNV-L840-CD1-U
EXIT
EXIT
EXIT
EXI
T
EXIT
EXI
T
NEW LED TAPE LIGHT, 24V, 4.1W PER FOOT, 3500K.
NEW OWNER PROVIDED LED PENDANT LIGHT
1 DT
3 DT
7 DT
7 DT
6 DT
DECORATIVE LAMINATEPANEL @8'-6"
X XX DETAIL REFERENCE, DETAIL NUMBER OVER SHEET NUMBER
REFLECTED CEILING PLAN
1 3/1/23- PC Corrections
Sheet Number
Sheet Title
Revisions
DETAILS
DT
*******
(N) 3 58 20 GA Brace@ 4'-0" O.C. eachway. (Typ.) alternatedirection every otherbrace. Use 3 #10 1 12"wood screws to attachbrace to existing woodstructure.
(N)58 Type X gypsum boardon bottom and each side.
(N) CONT. 20 GA. 3 58DROPSTUD @ 4'-0" O.C. (TYP.) ALTERNATEDIRECTION EVERY OTHER BRACE
(N) 3 58 20 GA TOP TRACK.(TYP.) W/2 #10 1 12'" WOOD SCREWS INTO EXISTING WOODSTRUCTURE AT 24" O.C.
(N) 3 58 20 GA BottomTrack (Typ.)
(N) 3 58 20 GA TRACK(CUT AT DROP STUDAS REQUIRED.)
(N) 3 58" 20 GA metal studcontinuity tie @ 48" O.C.
(N) T-Bar ceiling, as occurs.(See note 3) Typ.
(N) 3 58 20 GA studat 16" O.C.
(N) 3 58" 20 GA metal studwall, see detail 9.
Varies
(N) 3 58 20 GA Brace@ 4'-0" O.C. eachway. (Typ.) alternatedirection every otherbrace. Use 3 1/4"X1 12"wedge anchors to attachbrace to existing concretestructure.
(N)58 Type X gypsum boardon bottom and each side.
(N) CONT. 20 GA. 3 58DROPSTUD @ 4'-0" O.C. (TYP.)
(N) T-BAR CEILING.
Ceiling Soffit
(N) 3 58 20 GA BottomTrack (Typ.)
(N) 3 58 20 GA TRACK(CUT AT DROP STUDAS REQUIRED.)
(N) 3 58" 20 GA metal studcontinuity tie @ 48" O.C.
(N) T-Bar ceiling, as occurs.(See note 3) Typ.
Notes:1. All studs and track shall be 362PDS125-19 and 362PDT125-19,respectively. Manufactured by Steel Stud ManufacturersAssociation or of equivalent value. (ICC ER-3064P LARR#26019)2. Soffit width varies from 12" to 24" Max.3. T-Bar ceiling elevation varies above finish floor, Typ.
Legend:(E) : Existing(N) : NewL.W. : Light weight concrete
3- 10 SMS (Min)(Typ)
Vertical strut at 12' O.C. each way withfirst point to be within 6' from each wallfastened to main runner and structureabove
12 Ga. Splay wire @ 12'O.C. each way w/ min. 4tight turns in 1 1/2"bends. Install in 4directions @ 90 degreeangle to eachother.
Main runner
Cross runner
Notes:2" max spacing from splay wires to cross runners.Maximum supported area for 12 gage wire is 16 sq.ft.Wires more than 1 in 6 out of plumb are not allowed unless counter slopingwires are provided.Positive bracing to the structure above shall be provided at the changes in theceiling plane elevation or at discontinuities in the ceiling grid system.The width of the perimeter supporting closure angle shall not be less than 1"One end of the ceiling grid ( in each orthogonal horizontal direction) shallhave a .75" clearance from the wall and shall rest upon, and be free toslide on, a closure angle.
Heavy Duty Suspended Ceiling Grid Bracing (N.T.S)
12 Ga. Vertical hangerwire @48" O.C. eachway w/ min. 3tight turns in 1 1/2"at each end of wire.
Main or cross runners. In each horizontaldirection, one end of grid shall be attached to closureangle and the other end shall have a minimum 3/4"clearance from wall and shall rest upon and be freeto slide on a closure angle.
Vertical wall.
ANGLE SUPPORT. PERIMETERCLOSURE ANGLE TO BE MINIMUM 1" WIDEAcoustical panel
12 GA. VERTICAL HANGERWIRE @48" O.C. EACHWAY W/ MIN. 3TIGHT TURNS IN 1 1/2"AT EACH END OF WIRE.
Main or cross runners. In eachhorizontal direction, one end of gridshall be attached to closureangle and the other end shall have aminimum 3/4" clearance from wall andshall rest upon and be free to slide on aclosure angle.
Main runnerCross runner
Recessed LED light fixture.Provide positive connection to grid.
12 Ga. fixture support wire. Iflight weighs less than 56 lbs. usetwo wires at diagonal corners. Iflight weighs more that 56 lbs. usefour wires, one at each corner.Paint red per CBC.
Recessed Fluorescent Light Fixture (N.T.S)
Underside of floor or roof structure above.
Number 12 Ga. vertical wire hanger, true ceilinggrid level prior to setting tube.
EMT sleeve. Cut slot at main runner.
Main runnerCROSS RUNNER.
12 Ga. Splay wire. Install infour directions @ 90 degreeangle to each other.
Seismic Compression Strut (N.T.S)
(N) 3 58 20 GA studat 16" O.C.
ANY DUCT PENETRATION THROUGH THE 1-HR. ENVELOPE SHALL BE EQUIPPED W/ AN APPROVED FIRE DAMPER. ALLDOOR OPENINGS IN A 1-HR. CORRIDOR SHALL BE PROTECTED W/ A SELF-CLOSING 20 MIN. LABELED FIRE RATEDASSEMBLY. WALL CAVITY AND VOIDS SHALL BE 1-HR. SEALED AND OR CAULKED.
3 5/8 X 20 GA. METAL TRACKFASTEN TO STUDS WITH2 # 10 SCREWS.
3 5/8 X 20 Ga. 16" O.C. metalceiling joist. Fasten to metal trackwith 2 #10 screws. (Typical)
3 5/8 METAL TRACK
3 5/8 METAL STUD 20 GA.AT 16" O.C. 5/8 TYPE "X"DRYWALL ONBOTH SIDES OF WALL ANDCEILING, SEALED.
3 5/8 METAL STUD.20 GA. BRACE TOSTRUCTURE ABOVE AT 4'O.C. ALTERNATEDIRECTION EVERY OTHERBRACE
FLOOR AND CEILING RUNNER- 25MSG (MIN) GALV.STEEL, 1" HIGH RETURN LEGS. 3 5/8" WIDE (MIN.),ATTACHED TO FLOOR AND CEILINGWITH POWER DRIVEN FASTENERS AT 24" O.C. (MAX)
STEEL STUDS- 3 5/8" WIDE (MIN) 1 - 5/16" IN. LEGS, 3/8"RETURN, FORMED OF 25 MSG (MIN.) GALV. STEEL,MAXIMUM STUD SPACING 24" O.C.
STRUCTURE ABOVE.
WALLBOARD GYPSUM- 5/8" IN. THICK, 4' WIDE, ATTACHEDTO STEEL STUDS AND FLOOR AND CEILING RUNNER WITH 1"LONG TYPE S STEEL SCREWS SPACED 8" O.C. ALONG EDGESOF BOARD AND 12" O.C. IN THE FEILD OF THE BOARD.JOINTS ORIENTED VERTICALLY AND STAGGERED ONOPPOSITE SIDES OF THE ASSEMBLY.JOINT TAPE- ALL JOINTS SHALL BE FILLED WIH JOINTCOMPOUND, COVERED WITH JOINT TAPE AND THENCOVERED WITH ADDITIONAL JOINT COMPOUND. SCREWHEADS SHALL BE COVERED WITH JOINT COMPOUND.
358 (20 Ga.) Metal track.Fasten to vertical studs with2 #10 sheet metal screws.
358 (20 Ga.) metal studs at 16" O.C.Fasten to metal track with2 #10 sheet metal screws.Allowable span unsupported =10'-7"Allowable span with midspan = 15'-0"
Height varies, see reflected ceiling planfor ceiling heights.
(N) 3 58 20 Ga. Brace. @ 4'-0" O.C.each way. (Typ.) Alternatedirection every other brace. Fastento stud using 3 #10 SMS, attach tostructure using 3 #10 1 12" woodscrews.
Armstrong BERC 2 clip
Wire Connection @ Deck (N.T.S)
358 (20 Ga.) Metal track.Fasten to vertical studs with2 #10 sheet metal screws.
358 (20 Ga.) at 16" O.C.Fasten to metal track with2 #10 sheet metal screws.Allowable span unsupported =10'-7"Allowable span with midspan = 15'-0"
58 type x gypsum board.
Drywall Ceiling
Ceiling Light Cove
1 Hr Rated CeilingInterior Partition Wall (N.T.S.)
Concrete Floor
358" (20 Ga.) metal stud.Brace tostructure above at 4' O.C. Alternatedirection every other brace. If ductwork or other obstacles are in the way use 45 degree kickers. Two #8 panhead screws to trackrunner per connection.
358" (20 Ga.) metal studs 16" O.C.with two #10 9/16 S.M.S. To extend 1'-0"above specified ceilingheight. Kickers to extend to Structureabove. Use 58" type X gypsum on bothsides.
Acoustical ceiling tile.
358" (20 Ga.) metal trackrunner.
Metal stud sill plate secured to floor withpower driven fasteners 1" Hilti power drivenpin at 24" O. C. PER ESR 2269
9' A
.
F
.
F
.
Existing structure.
36" Min.
1-1/2" Min.1-1/2"Min.
32" Min.
1/4" Clear fixed tempered glass
, typ.Metal u-channel
Metal stud sill plate secured to floorwith power driven fasteners.1" Hiltipower driven pin at 24" O. C.PER ESR 2269
358" (20 Ga.) metal track runner.
Interior Window Details
CONTINUOUS 20 GAUGE BOTTOM TRACK WITH HILTI 1"POWER DRIVEN SHOT PINS @ 16" O.C..PER ESR 2269,
EXISTING CONC. DECKING
(1) LAYER 5/8" TYPE X GYPSUM WALL BOARDAPPLIED AT RIGHT ANGLES OR PARALLEL TOEACH SIDE OF METAL STUDS, WITH 1.25" TYPE SDRYWALL SCREWS 8" O.C. TO VERTICAL EDGESAND 12" O.C. TO TOP AND BOTTOM RUNNERSAND INTERMEDIATE STUDS. STAGGER ALLVERTICAL AND HORIZONTAL JOINTS 24" O.C.EACH SIDE AND OPPOSITE ENDS. GA FILE NO. WP1200.
NEW FULL HEIGHT PARTITION WALL (N.T.S.)Typ Pocket Door detail
TOP CONNECTIONSEE DETAIL 13THIS SHEET
12'
3'
Brace Connection Detail
EXISTINGCONCRETE DECK
3-5/8" 20GA.METAL STUD @16" O.C.
R-13 BATTINSULATION
3-5/8" X 3" 20GA SLIP TRACK ATTACHED TO EXISTINGWOOD STRUCTURE EVERY 24" MAX. USING (2) #10 X 1.5"WOOD SCREWS.
8 GA. SUPPORT WIREMOUNTED TO MAINRUNNER WITHIN 3"OF LIGHT SUPPORTWIRE
NOTE:USE ARMSTRONG SUSPENDEDCEILING GRID PRODUCTS, SEISMIC RX, PRELUDE XL, 15/16" GRIDICC-ESR 1308
NOTE:USE ARMSTRONG SUSPENDEDCEILING GRID PRODUCTS, SEISMIC RX, PRELUDE XL, 15/16" GRIDICC-ESR 1308
NOTEUSE ARMSTRONG SUSPENDEDCEILING GRID PRODUCTS, SEISMIC RX, PRELUDE XL, 15/16" GRIDICC-ESR 1308
NOTE:METAL FRAMING PERICC ESR 3064PLARR # 26019
NOTE:METAL FRAMING PERICC ESR 3064PLARR # 26019
NOTE:METAL FRAMING PERICC ESR 3064PLARR # 26019
NOTE:METAL FRAMING PERICC ESR 3064PLARR # 26019
NOTE:METAL FRAMING PERICC ESR 3064PLARR # 25163
2. METAL FRAMING PERICC ESR 3064PLARR # 25163
NOTE:
(N) 3 58 20 GA TOP TRACK.(TYP.) W/2 1/4" x 1 12'" WEDGEANCHORS INTO EXISTINGCONCRETE STRUCTURE AT 24"O.C.
Drywall Soffit
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14" DIA. CLOSED EYE SCREW 1-1/4" EMBED.
VERTICAL WIRE CONNECTION
BRACING WIRE CONNECTION
EXISTING 2X JOISTS
EXISTING 2X JOISTS #10 x 1 1/2"wood screws
(3) #10 SMS ATTACHING METALBRACE TO A 16 GA. L METAL
(2)
TYP. 3 58" 20 GA.METAL BRACE
EXISTING ROOF/FLOOR
EXISTING 2X WOODJOISTS
EXISTING BLOCKINGBETWEEM JOISTS
NOTEUSE ARMSTRONG SUSPENDEDCEILING GRID PRODUCTS, SEISMIC RX, PRELUDE XL, 15/16" GRIDICC-ESR 1308
NOT USED T
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Drawn ByG. P.11/1/22
1 3/1/23- PC Corrections
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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NAI Job #
22-102
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E-100
GENERAL NOTES
& SYMBOLS LIST
WAITING
UTILITY
DIGITAL
LAB
CONE
BEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENT
BAR
STAFF
LOUNGE
PRIVATE
OFFICE
TI
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LAB
ST
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BRUSH AREA
HALLWAY 1
HALLWAY 2
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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NAI Job #
22-102
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E-200
ELECTRICAL
POWER PLAN
Sheet Number
Sheet Title
Revisions
Drawn By
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11/1/22
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E-201
OUTLET PLAN
HTR & CONTROL
HVAC, WATER
WAITING
UTILITY
DIGITAL
LAB
CONE
BEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENT
BAR
STAFF
LOUNGE
PRIVATE
OFFICE
TI
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HALLWAY 1
HALLWAY 2
EXIT
EXIT
EX
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EXIT
EX
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ELECTRICAL
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S.L.D., DETAILS
& PANEL
SCHEDULES
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ELECTRICAL
INDOOR TITLE-24
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ELECTRICAL
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DETAILS
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GENERAL NOTES
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GENERAL
SPECIFICATIONS
EXIT
EXIT
EX
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EXIT
EX
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WAITING
UTILITY
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
LAB
BRUSH AREA
HALLWAY 1
HALLWAY 2
PRIVATE
OFFICE
STAFF
LOUNGE
DIGITAL
LAB
CONE
BEAM
REFRESHMENT
BAR
T
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø 6"Ø
8"Ø
8"Ø
12"Ø
14"Ø
16"Ø
12"Ø
10"Ø
14"Ø
18"x18"
10"Ø 12"Ø
10"Ø OSA
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø
8"Ø8"Ø
8"Ø
8"Ø
16"Ø
14"Ø
10"Ø 10"Ø
12"Ø
4"Ø
4"Ø
4"Ø
RR-1
RR-1
RR-1
RR-1
RR-1
RR-1
RR-1
RR-1
RR-1RR-1
RR-1
RR-1
EG-1
EG-1
EG-1
10
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Ø
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M-201
MECHANICAL
FLOOR PLAN &
EQUIPMENT SCHL.
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12"x10"
OAL-1
18"x10"
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MECHANICAL
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M-600
TITLE 24 ENERGY
COMPLIANCE
FORMS
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GENERAL NOTES
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P-101
MEDICAL GAS
SYSTEM SPEC.
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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22-102
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P-102
PLUMBING
SCHEDULE
WATER HEATER CONTROL VALVE SCHEDULE
TAG
HOT WATER CIRCULATING PUMP SCHEDULE
EXPANSION TANK SCHEDULE
TAG QTY MFR.MODEL VOLUME
MAX.
ACCEPTABLE
VOLUME
SIZE CONNECTION
SIZE WEIGHT
ELECTRIC WATER HEATER SCHEDULE
TAG QTY MFR MODEL TANK CAPACITY WATER
CONNECTION POWER ELECTRICAL OPERATING
WEIGHT
WH-1 1 RHEEM MR20120 20 GALLONS 3/4"NPT 2.0kW 120V-1 PH-60 HZ 61 LBS
CW & HW SUPPLY PIPE SIZING CHART
1/2"1
3/4"6
1"13
1-1/4"24
1-1/2"47
2"158
2-1/2"360
NOTES:
PIPE MATERIAL TYPE "L" COPPER
ALLOWABLE WATER SUPPLY VELOCITY SHALL NOT EXCEED 8 FPS FOR COLD
WATER AND 5 FPS FOR HOT WATER.
PLUMBING FIXTURE SCHEDULE
TAG FIXTURE QTY.WASTE
SIZE
DFU
EACH
TOTAL
DFU VENT SIZE CW SIZE CWFU
EACH TOTAL CWFU HW SIZE HWFU EACH TOTAL
HWFU DESCRIPTION
WC-1 WATER CLOSET TOTO DRAKE FLUSH-TANK WATER CLOSET. HIGH EFFICIENCY FLUSH-TANK TOILET
W/ MAX FLOW 1.28 GPF. THE WATER CLOSET SHALL BE ADA COMPLIANT.
L-1 LAVATORY AMERICAN STANDARD LUCERN WALL-MOUNTED SINK W/ SLOAN SENSORED. HIGH
EFFICIENCY LAVATORY FAUCETS W/ MAX. FLOW OF 0.5 GPM @ 60 PSI PROVIDE
THERMAL MIXING VALVE (TMV-1). SET OUTLET TEMPERATURE TO MAX 1100F.
S-1 TREATMENT
SINK
S-1 TREATMENT SINK TO BE APPROX. 15"x15" WHITE PORCELAIN WITH SINGLE
LEVER FAUCET. HOOK UP FOOT CONTROL PROVIDE THERMAL MIXING VALVE
(TMV-1). SET OUTLET TEMPERATURE TO MAX 1100F.
S-2 STERILE SINK S-2, PLAMOSA 20x17 STAINLESS STEEL SINK WITH MOEN INTEGRA PULL OUT FAUCET
WITH MAXIMUM FLOW OF 1.5 GPM PROVIDE THERMAL MIXING VALVE (TMV-1). SET
OUTLET TEMPERATURE TO MAX 1100F.
S-3 SINK S-3, PLAMOSA 20x17 STAINLESS STEEL SINK WITH MOEN INTEGRA PULL OUT FAUCET
WITH MAXIMUM FLOW OF 1.5 GPM PROVIDE THERMAL MIXING VALVE (TMV-1). SET
OUTLET TEMPERATURE TO MAX 1100F.
TP-1 TRAP PRIMER PPP PR-500 OR EQUIVALENT. PROVIDE W/ ACCESS BOX IN WALL.
FS-1 FLOOR SINK CECO 12" ROUND 2" FLOOR SINK WITH SEEPAGE FLANGE.
TOTAL
COLD WATER
PEAK HOUR
DEMAND 10 GPM
PIPE MATERIAL SCHEDULE
SERVICE PIPE FITTINGS LOCATION
WASTE AND VENT SCHEDULE 40 ABS SCHEDULE 40
ABS
ABOVE GRADE
BELOW GRADE
HOT WATER AND COLD
WATER
COPPER TYPE "L"
HARD DRAWN
WROUGHT
COPPER
ABOVE GRADE
BELOW GRADE
INDIRECT WASTE AND
CONDENSATE WASTE
COPPER TYPE "M"
HARD DRAWN
WROUGHT
COPPER
ABOVE GRADE
BELOW GRADE
MEDICAL GAS COPPER TYPE "L"
HARD DRAWN
WROUGHT
COPPER
ABOVE GRADE
BELOW GRADE
CATEGORY 3 MEDICAL
VACUUM
SCHEDULE 40 PVC SCHEDULE 40
PVC
ABOVE GRADE
BELOW GRADE
PB
WAITING
UTILITY
DIGITAL
LAB
CONE
BEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENT
BAR
STAFF
LOUNGE
PRIVATE
OFFICE
TI
P
O
U
T
S
LAB
ST
O
R
.
TV
BRUSH AREA
HALLWAY 1
HALLWAY 2
F/S
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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NAI Job #
22-102
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WASTE AND VENT
PLUMB. FLR PLAN
P-201
PB
WAITING
UTILITY
DIGITAL
LAB
CONE
BEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENT
BAR
STAFF
LOUNGE
PRIVATE
OFFICE
TI
P
O
U
T
S
LAB
ST
O
R
.
TV
BRUSH AREA
HALLWAY 1
HALLWAY 2
F/S
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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COLD & HOT WATER
PLUMB. FLR PLAN
P-301
PB
WAITING
UTILITY
DIGITAL
LAB
CONE
BEAM
OP 5
STORAGE CABINET
OP 4
OP 3
OP 1
OP 2
STERILE
RESTROOM
REC.
REFRESHMENT
BAR
STAFF
LOUNGE
PRIVATE
OFFICE
TI
P
O
U
T
S
LAB
ST
O
R
.
TV
BRUSH AREA
HALLWAY 1
HALLWAY 2
F/S
Sheet Number
Sheet Title
Revisions
Drawn By
G.P.
11/1/22
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NAI Job #
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P-401
MEDICAL AIR AND
VACUUM PLUMB -
FLOOR PLAN
18"x6"EXHAUST
GRILLE W/ RAIN CAP 18"x6" AIR INTAKE
LOUVER W/ RAIN CAP
Sheet Number
Sheet Title
Revisions
Drawn By
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11/1/22
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P-501
PLUMBING RISER
DIAGRAM
WH-1
ET-1
CP-1
Sheet Number
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Revisions
Drawn By
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NAI Job #
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P-502
PLUMBING RISER
DIAGRAM
Sheet Number
Sheet Title
Revisions
Drawn By
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11/1/22
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P-601
PLUMBING
DETAILS
Sheet Number
Sheet Title
Revisions
Drawn By
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11/1/22
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NAI Job #
22-102
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P-700
TITLE-24
PLUMBING
REPORT