HomeMy WebLinkAbout1900 E 4th St - PlanSYMBOLS DESCRIPTION
01/A-2.00
01
A-4.00
N
NORTH ARROW
ENLARGE FLOOR PLAN REFERENCE
01
A-4.00 DETAIL SECTION
INTERIOR ELEVATION
11 5/8"
5"
DIMENSIONS
1 REVISION NUMBER &
AFFECTED AREA
WINDOW TYPE22
ROOM NAME, ABBREVIATION,
& NUMBER IDENTIFICATION
1001A DOOR/OPENING IDENTIFICATION
SEE SCHEDULE ON A6-01
A3
1
PARTITION
DESIGNATION
HOURLY "FIRE
RESISTIVE RATING"
IF APPLICABLE
PARTITION TYPE
ROOM NAME
ROOM ABBREV
1001
A D 1 - 1 1
LEVEL 1 DESIGNATOR
LEVEL 2 DESIGNATOR (OPTIONAL)
SHEET TYPE DESIGNATOR
FLOOR LEVEL (FOR PLANS ONLY)
SHEET SEQUENCE NUMBER
LEVEL 1 DESIGNATORS
G GENERAL
H HAZARDOUS MATERIALS
V SURVEY / MAPPING
B GEOTECHNICAL
C CIVIL
L LANDSCAPE
S STRUCTURAL
A ARCHITECTURAL
I INTERIORS
Q EQUIPMENT
F FIRE PROTECTION
P PLUMBING
M MECHANICAL
E ELECTRICAL
T SECURITY
R RESOURCES
X OTHER DISCIPLINES
Z CONTRACTOR SHOP
DRAWINGS
O OPERATIONS
LEVEL 2 DESIGNATORS (OPTIONAL)
S SITE
D DEMOLITION
E ELEMENT
P POWER
L LIGHTING
SHEET TYPE DESIGNATORS
0 GENERAL (OPTIONAL USE AS DEMO)
1 PLANS
2 ELEVATIONS
3 SECTIONS
4 ENLARGED PLANS
5 DETAILS
6 SCHEDULES
7 USER DEFINED
8 USER DEFINED
9 3D VIEWS
OWNER'S REPRESENTATIVE:
KAISER FOUNDATION HEALTH PLAN INC.
1707 BARCELONA CIRCLE
PLACENTIA, CA 92870
CONTACT: JEFFREY S. MONTERO
SENIOR PROJECT MANAGER
E-MAIL JEFF.S.MONTERO@KP.ORG
ARCHITECT:
HUITT-ZOLLARS
555 W 5TH ST., SUITE 2950
LOS ANGELES, CA 90013
CONTACT: STEVE WHITE, AIA, LEED AP
PROJECT ARCHITECT
E-MAIL SWHITE@HUITT-ZOLLARS.COM
310.447.7466
ELECTRICAL ENGINEER:
DPB ENGINEERS, INC.
150 EL CAMINO REAL, SUITE 106
TUSTIN, CA 92780
CONTACT: MARCO REBOLLEDO
ELECTRICAL ENGINEER
E-MAIL: MARCO.REBOLLEDO@SALASOBRIEN.COM
MECHANICAL ENGINEER:
ATC INC.
5755 OBERLIN DR., SUITE 112
SAN DIEGO, CA 92121
CONTACT: JUSTIN NGUYEN
MECHANICAL ENGINEER
E-MAIL JNGUYEN@ATCONSULTANTS.NET
PLUMBING ENGINEER:
ATC INC.
5755 OBERLIN DR., SUITE 112
SAN DIEGO, CA 92121
CONTACT: JUSTIN NGUYEN
MECHANICAL ENGINEER
E-MAIL JNGUYEN@ATCONSULTANTS.NET
STRUCTURAL ENGINEER:
WPM
633 W. 5TH ST. SUITE 7200
LOS ANGELES, CA 90071
CONTACT: DANIEL TRAUB
STRUCTURAL ENGINEER
E-MAIL DTRAUB@WALTERPMOORE.COM
GENERAL NOTES
1. U.O.N., SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
OVER GENERAL NOTES AND TYPICAL DETAILS. SPECIFIC NOTES ON DETAILS APPLY
TO SIMILAR CONDITIONS.
2. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AS
WELL AS THE DRAWINGS OF OTHER CONSULTANTS ARE SUPPLEMENTARY TO
THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS
BEFORE THE INSTALLATION OF THE WORK SHOWN ON THE DRAWINGS OF
CONSULTANTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES
BETWEEN THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE
CONSULTING ENGINEERS TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATIONS. ANY WORK INSTALLED IN CONFLICT THE ARCHITECTURAL
DRAWINGS AND NOT BROUGHT TO THE ARCHITECTS ATTENTION SHALL BE
CORRECTED BY THE CONTRACTOR AT THE CONTRACTORS' EXPENSE AND AT
NO EXPENSE TO THE OWNER OR THE ARCHITECT.
3. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES
NOT LIMIT THE APPLICATION OF SUCH A DRAWING OR DETAIL.
4. U.O.N., OR REFERENCED ON ARCHITECTURAL DRAWINGS, ALL DETAILS ARE TYPICAL.
5. THE CONTRACT DOCUMENTS INDICATED THE CONCEPT AND POTENTIAL METHOD OF
EXECUTING THE WORK. FIELD MODIFICATIONS MAY BE REQUIRED AND SHALL BE
PART OF THE SCOPE OF WORK.
6. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL
LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION
NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK.
7. NO MODIFICATIONS FROM THE DOCUMENTS SHALL BE CONDUCTED
PRIOR TO THE APPROVAL OF THE OWNER AND ARCHITECT.
8. DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS, OR BETWEEN
DRAWINGS, SPECIFICATIONS AND OR SITE CONDITIONS SHALL BE
REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
9. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR
EQUIPMENT ANCHORAGE, HVAC, PLUMBING, LIGHTING, COMMUNICATION, DATA AND
POWER REQUIREMENTS.
10. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY
SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY
BRACING PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF, AND FLOOR DIAPHRAGMS,
AND FINISH MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INITIATING,
MANUFACTURING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK.
11. THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE
DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS
TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED
TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC
SUBSTANCES.
12. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THE CONTRACT
DOCUMENTS CONFLICT WITH, OR ARE IN VIOLATION OF APPLICABLE LAWS, CODES,
REGULATIONS AND ORDINANCES, THE CONTRACTOR SHALL NOT PROCEED WITH WORK IN
QUESTION, EXCEPT AT THE CONTRACTOR'S OWN RISK, UNTIL THE ARCHITECT HAS BEEN
NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY THE ARCHITECT. WHERE
COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH
APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE
REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL
NEW COMPLYING WORK AT NO ADDITIONAL COST TO THE OWNER.
DIMENSIONING NOTES
1. THE DRAWINGS REFLECT GENERAL ARRANGEMENT, DESIGN AND EXTENT OF WORK,
AND ARE NOT TO BE SCALED FOR MEASUREMENTS. THE DRAWINGS ARE PARTLY
DIAGRAMMATIC AND ARE NOT INTENDED TO BE AN EXACT REPRESENTATION OF
FIELD CONDITIONS OR TO SERVE AS THE CONTRACTOR'S SHOP DRAWINGS.
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DIMENSIONS
SHALL GOVERN AND LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE
DRAWINGS.
3. "EXISTING", "(+/-)", "SIZE TO FIT", F.V. AND SIMILAR PHRASES REQUIRE THE CONTRACTOR
TO VERIFY AND COORDINATE DIMENSIONS AND CONDITIONS INDICATED IN THE
DRAWINGS WITH THE ACTUAL FIELD CONDITIONS. DISCREPANCIES SHALL BE REPORTED
TO THE ARCHITECT FOR DIRECTION ON HOW TO PROCEED.
4. U.O.N., DIMENSIONS ARE SHOWN TO CENTERLINE OF COLUMNS, TO FACE OF
CONCRETE, OR TO FACE OF FINISH OF EXTERIOR AND INTERIOR PARTITION. ALL CEILING
HEIGHTS INDICATED ARE FROM FINISH OF FLOOR TO FINISH OF CEILING.
5. DOORS NOT DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 4"
FROM PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB.
6. U.O.N., RECEPTACLES APPEARING NEXT TO EACH
OTHER ON THE PLAN BUT NOT DIMENSIONED SHALL BE EIGHT (8") APART
AS MEASURED FROM CENTERLINE TO CENTERLINE.
7. UNLESS OTHERWISE NOTED, RECEPTACLES SHALL BE FIFTEEN
(15") INCHES IN HEIGHT ABOVE THE FINISHED FLOOR (AS MEASURED
FROM THE RECEPTACLE CENTERLINE TO THE FLOOR DATUM)
8. U.O.N., ADJACENT COVERPLATES WITH DIFFERING
SIZES SHALL BE CONFIGURED SO THAT THE TOPS ALIGN AS FOLLOWS:
9. WHEN ADJACENT COVERPLATES ARE THE SAME SIZE, THE
CONFIGURATIONS SHALL BE AS FOLLOWS:
10. U.O.N. CEILING FIXTURES AND EQUIPMENT ARE TO BE CENTERED ON CEILING TILES
WHEN IN LAY-IN CEILINGS.
11. U.O.N. LIGHT FIXTURES ON HARD SURFACE CEILINGS SHALL BE CENTER IN THE ROOM.
12. U.O.N. SCONCE LIGHTING AT PLUMBING FIXTURES SHALL BE CENTER ON THE
FIXTURE.
13. ALL UNDERCABINET TASK LIGHTING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO
THE BACK WALL AND CENTERED BELOW THE CABINETS.
14. WALLS NOT DIMENSIONED SHALL ALIGN WITH EXISTING WALLS OR BE ABUTTED OR
APPLIED TO EXISTING WALLS PER DRAWINGS.
CONTRACTOR'S RESPONSIBILITY
1. CONTRACTOR SHALL CONTACT THE OWNER 48 HOURS IN ADVANCE OF ANY RESTRICTION OF
OWNER ACCESS OR UTILITY OUTAGES. AUTHORIZATION FROM OWNER TO BE RECEIVED IN
WRITING.
2. IN THE EVENT THE UTILITY SERVICE IS INTERRUPTED WITHOUT THE REQUIRED 48 HOURS
NOTICE, THEN THE CONTRACTOR SHALL BE FINANCIALLY LIABLE FOR ALL DAMAGES SUFFERED
BY THE OWNER DUE TO THE UNAUTHORIZED INTERRUPTION. RECONNECTION SHALL BE MADE
IMMEDIATELY.
3. CONTRACTOR SHALL VISIT THE SITE TO AS TO FAMILIARIZE WITH EXISTING CONDITIONS
AND SATISFY THEMSELVES TO THE NATURE AND SCOPE OF THE WORK. SUBMISSIONS OF
PROPOSALS SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE
AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES
ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN WITH SUCH EXAMINATION WILL NOT BE
RECOGNIZED.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.
AT ANY TIME SHOULD CONDITIONS ARISE WHEREIN THE INTENT OF THE DRAWINGS IS IN DOUBT
OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS THE
ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING FOR CLARIFICATION.
5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE IS SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
6. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY AND CHARGE OF AND SHALL BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,
FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER
PERSONS PERFORMING ANY WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
7. PROVIDE CONTINUOUS INSPECTION IN ACCORDANCE WITH THE BUILDING CODE FOR
REINFORCED CONCRETE. PLACEMENT OF REINFORCING STEEL, STRUCTURAL STEEL,
WELDING, STRUCTURAL MASONRY, FIELD WELDING AND HIGH STRENGTH BOLTS.
8. CONTRACTOR TO SCHEDULE CONSTRUCTION ACTIVITIES TO HAVE THE LEAST IMPACT ON
EXISTING FUNCTIONS, CONTAIN ACTIVITIES SUCH AS THE USE OF JACKHAMMERS SHALL BE
SCHEDULED AT SPECIAL TIMES. CONTACT THE DESIGNATED NOISE DISTURBANCE
COORDINATOR FOR SCHEDULING OF ALL ACTIVITIES.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING HVAC FILTERS WITHIN
AREAOF WORK.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND WHERE REQUIRED BY THE
FIRE MARSHAL, THE OPERATIONAL MAINTENANCE OF FIRE LIFE SAFETY DEVICES WITHIN
THE AREA OF WORK.
EXISTING CONDITIONS
1. U.N.O. SURFACES ADJOINING AREAS OF DEMOLITIONS AND/OR NEW WORK SHALL BE
PATCHED AND REFINISHED AS REQUIRED TO MATCH ADJACENT SURFACES IN ALL ASPECTS,
INCLUDING FINISH MATERIAL, COLOR, TEXTURE, FIRE RATING AND SUBSTRATE.
2. PATCH SURFACES WHERE AFFECTED BY INSTALLATION OF NEW MECHANICAL, ELECTRICAL
AND STRUCTURAL ITEMS. MATCH EXISTING ADJACENT SURFACES AND FINISHES EXCEPT
WHERE OTHERWISE NOTED OR INDICATED.
3. WHERE NEW WALL OR CEILING CONTINUES EXISTING WALL OR CEILING, ALIGN VISIBLE NEW
SURFACE WITH EXISTING. ADJUST AND STAGGER STUDS IF REQUIRED TO ALIGN STUDS IF
REQUIRED TO ALIGN FACE OF WALLS.
4. THE CONTRACTOR SHALL SUPERVISE ALL CUTTING, PATCHING, REPAIRING, RESTORING, AND
ANY NECESSARY ACTION TO COMPLETE THE WORK. THE CONTRACTOR SHALL RESTORE
AND MATCH ANY DAMAGED WORK TO THE ORIGINAL CONDITION TO THE ARCHITECT'S
SATISFACTION.
5. EXISTING CONDITIONS AND OPERATIONS SHALL BE DOCUMENTED PRIOR TO INITIATION OF
RENOVATION AND/ OR NEW CONSTRUCTION PROJECTS. THIS SHALL INCLUDE
DOCUMENTATION OF EXISTING MECHANICAL/ELECTRICAL/ STRUCTURAL CAPACITIES AND
QUANTITIES. DOCUMENTATION OF EXISTING CONDITIONS SHOULD INCLUDE THE FOLLOWING:
A. FIRE SUPPRESSION, DETECTION, AND ALARM SYSTEMS
B. VARIOUS COMMUNICATIONS SYSTEMS (INCLUDING TELEPHONE, NURSE CALL,
OVERHEAD PAGING, TELEMETRY, DICTATION, ELECTRONIC IMAGING)
VARIOUS PLUMBING SYSTEMS (INCLUDING DOMESTIC WATER, TREATED WATER,
WASTEWATER, PNEUMATIC TUBE, PNEUMATIC CONTROLS, MEDICAL GASES/
VACUUM)
C. EXISTING AIRFLOW OF AFFECTED AREAS
D. MAIN ELECTRICAL SERVICE AND ELECTRICAL SERVICE AFFECTED BY
CONSTRUCTION (INCLUDING RATING AND ACTUAL LOAD/PEAK AND FEEDER SIZES
AS APPLICABLE AND POWER FACTOR)
E. EMERGENCY POWER SYSTEM (INCLUDING RATING AND ACTUAL LOAD/PEAK AND
FEEDER SIZES, AS APPLICALE, FOR LIFE SAFETY, EMERGENCY/CRITICAL, AND
EQUIPMENT BRANCHES)
DEMOLITION
1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
COMMENCING CONSTRUCTION AND SHALL TAKE STEPS TO PROTECT SUBJECT UTILITIES,
PERSONNEL AND PROPERTY AGAINST DAMAGE OR INJURY.
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL REINFORCING STEEL AND CONDUIT IN
EXISTING CONCRETE SLABS AND AVOID SAME. CONTRACTOR SHALL PREPARE SHOP
DRAWINGS FOR REVIEW BY THE ARCHITECT AND/OR SEOR PRIOR TO PROCEEDING WITH
CORE OR SAW-CUTTING.
3. ALL REMOVED FIXTURES, EQUIPMENT, ACCESSORIES AND DOORS SHALL BE SALVAGED TO
THE OWNER. ITEMS NOT WANTED BY OWNER SHALL BE DISCARDED OFF-SITE BY THE
CONTRACTOR.
4. TEMPORARY STORAGE OF EQUIPMENT SHALL BE PROTECTED FROM VANDALISM. STORE IN
A LOCATION THAT IS ACCEPTABLE TO THE OWNER.
5. PROTECT ALL ADJACENT AREAS FROM DUST, FUMES, SMOKE, WATER, WEATHER AND
NOISE.
6. PROTECT ALL ADJACENT BUILDING COMPONENTS - FINISHES AND EQUIPMENT. SHOULD
DAMAGE OCCUR, REPAINT, PATCH OR REPLACE AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE OF
ALL DEBRIS WHETHER CREATED BY THE CONTRACTOR'S WORK OR THE FAILURE OF THE
CONTRACTOR'S SUB-CONTRACTORS TO CLEAN UP AFTER THEIR WORK.
8. ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS OR
DIFFUSERS AND TELEPHONE CABLES WILL BE REMOVED BACK TO CLOSEST FEEDER POINT.
9. DO NOT CUT, DRILL, NOTCH, CORE, ALTER, OR DAMAGE STRUCTURAL ELEMENTS OR FRAMING
UNLESS SPECIFICALLY DETAILED ON APPROVED PLANS OR ACCEPTED BY THE SEOR/AOR.
FIRE AND LIFE SAFETY MEASURES
1. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED DURING CONSTRUCTION AND DEMOLITION AT
ALL TIMES.
2. TEMPORARY EXITING SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITY. (CFC - 2019, SECTION
3311.2)
3. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE AUTHORITY.
4. CONTRACTOR SHALL PROVIDE PROPER FIRE STOPPING AT EXISTING OR NEW FLOOR AND WALL
PENETRATIONS FOR MECHANICAL, PLUMBING, ELECTRICAL AND FIRE SPRINKLER LINES AS
REQUIRED PER THE APPROPRIATE UL DESIGN LISTING NUMBER.
5. FIRE PROTECTION SYSTEM SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES DURING
ALTERATION.
6. SMOKE DETECTORS SHALL BE COVERED OR REMOVE DURING ALTERATION WHEN REQUIRED BY
THE LOCAL FIRE AUTHORITY, COVERINGS PLACED ON OR OVER FIRE PROTECTION DEVICES TO
PROTECT THEM FROM DAMAGE DURING CONSTRUCTION PROCESSES SHALL BE IMMEDIATELY
REMOVED UPON THE COMPLETION OF THE CONSTRUCTION PROCESSES IN THE ROOM OR AREA IN
WHICH THE DEVICES ARE INSTALLED. (CFC -2019, SECTION 3308.7)
7. FIRE RESISTIVE RATED CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. (CFC - 2019, SECTION 703.1)
8. CUTTING AND WELDING OPERATION SHALL BE IN ACCORDANCE WITH CHAPTER 35 OF THE FIRE
CODE. (CFC - 2019, SECTION 3304.6)
NONCONFORMING CONDITIONS
IN THE EVENT THAT AN EXISTING NONCONFORMING CONDITION IS DISCOVERED DURING THE COURSE OF
CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT.
TEMPORARY CONSTRUCTION
1. CONTRACTOR SHALL ARRANGE FOR, IN ADVANCE WITH THE OWNER, CONSTRUCTION
STORAGE AND STAGING AREAS NECESSARY TO COMPLETE THE WORK. ALL STORAGE AND
STAGING AREAS SHALL BE RETURNED TO THE OWNER IN LIKE ORIGINAL CONDITION.
2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT FINISHED PARTS OF
THE MATERIALS AND EQUIPMENT AGAINST DAMAGE FROM ANY CAUSE DURING THE
PROGRESS OF THE WORK AND UNTIL ACCEPTANCE BY THE OWNER.
3. CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN A CLEAN WORK PLACE. DUST
PALLIATION AND PREVENTION OF DUST CONTAMINATION OF NON-WORK SPACES WILL BE
THE RESPONSIBILITY OF THE CONTRACTOR ON AN ON GOING, DAILY BASIS. THE
CONTRACTOR SHALL DEVELOP A SCHEDULE OF CONSTRUCTION WHICH INCLUDES THE
NECESSARY ACTIONS TO MAINTAIN THE OPERATION OF THE TENANTS DURING THE
CONSTRUCTION PROCESS.
4. CONTRACTOR SHALL MAKE NECESSARY CONNECTIONS TO EXISTING UTILITIES FOR
TEMPORARY POWER AND WATER SUPPLIES, AND SHALL COORDINATE SUCH USE WITH THE
OWNER PRIOR TO CONNECTION.
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FLOOR DATUM
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COVER PLATE
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FACILITY NAME:SANTA ANA MEDICAL OFFICES
FACILITY ADDRESS:1900 E. 4TH STREET
SANTA ANA, CA 90025
PROJECT NAME:RAD SAN 1ST FLOOR GEN RAD REPLACEMENT
CONSTRUCTION INFORMATION
CONSTRUCTION TYPE:TYPE III-B
MAIN OCCUPANCY:B, OFFICES
YEAR OF CONSTRUCTION: 1991
FIRE EXTINGUISING SYSTEM: AUTOMATIC SPRINKLERS (NFPA 13), THROUGHOUT
NUMBER OF STORIES: 3
AREA LIMITATIONS: 57,000
REMODEL INFORMATION
REMODEL FLOOR: 1ST FLR
REMODEL USE/OCCUPANCY: B (OFFICES)
TOTAL REMODEL AREA: 1045 SF
PROJECT SCOPE:
THIS PROJECT INVOLVES THE RELOCATION OF AN EXISTING IMAGING RADIOLOGY ROOM INTO AN
EXISTING CONTROL ROOM. THE EXISTING DRESSING ROOMS WILL BE DEMOLISHED AND REBUILT
TO ACCOMODATE THE NEW LOCATION OF THE IMAGING RADIOLOGY ROOM. THE EXISTING
LOCATION OF THE IMAGING RADIOLOGY ROOM WILL BE CONVERTED INTO A SHELL SPACE.
THIS FACILITY IS NOT A CLINIC OR OUTPATIENT FACILITY LICENSED PERSUANT TO HEALTH AND
SAFETY CODE SECTION 1200 OR 1250 AND DOES NOT REQUIRE TO BE OSHPD 3 COMPLIANT.
INFECTION CONTROL RISK ASSESSMENT (ICRA)
THE INFECTION CONTROL RISK ASSESSMENT IS A MULTIDISCIPLINARY, DOCUMENTED
ASSESSMENT PROCESS INTENDED TO PROACTIVELY IDENTIFY AND MITIGATE RISKS FROM
INFECTION THAT COULD OCCUR DURING CONSTRUCTION ACTIVITIES. THIS PROCESS IDENTIFIES
AND TAKES INTO ACCOUNT THE PATIENT POPULATION AT RISK, THE NATURE AND SCOPE OF THE
PROJECT, AND THE FUNCTIONAL PROGRAM OF THE HEALTH CARE FACILITY. THE ICRA
DETERMINES THE POTENTIAL RISK OF TRANSMISSION OF VARIOUS AIR- AND WATERBORNE
BIOLOGICAL CONTAMINANTS IN THE FACILITY.
ICRA TIMING
AN ICRA SHALL BE CONDUCTED BEFORE CONSTRUCTION BEGINS, AND CONTINUE THROUGH
PROJECT CONSTRUCTION AND COMMISSIONING.
ICRA TEAM
AT MINIMUM, AN ICRA SHALL BE CONDUCTED BY A TEAM WITH EXPERTISE IN INFECTION
PREVENTION AND CONTROL, DIRECT PATIENT CARE (CLINICAL USE OF RELEVANT AREAS), FACIL-
ITY DESIGN, CONSTRUCTION, AND HVAC AND PLUMBING SYSTEMS WHEN THESE SYSTEMS ARE
INVOLVED. THE SCOPE AND NATURE OF THE PROJECT SHALL DICTATE OTHERS TO BE INVOLVED.
ICRA CONSIDERATIONS
THE ICRA SHALL ADDRESS, BUT NOT BE LIMITED TO COVERING, THE FOLLOWING:
• NUMBER, LOCATION, AND TYPE OF AIRBORNE INFECTION ISOLATION AND PROTECTIVE
ENVIRONMENT ROOMS.
• NUMBER, LOCATION, AND TYPE OF PLUMBED HAND-WASHING STATIONS, HAND
SANITATION DISPENSERS, AND EMERGENCY FIRST-AID EQUIPMENT (EYEWASH STATIONS
AND DELUGE SHOWERS).
(1) THE NUMBER AND LOCATION OF HAND-WASHING STATIONS AND HAND SANITATION
DISPENSERS SHALL BE DETERMINED BY THE FUNCTIONAL PROGRAM AND THE ICRA.
(2) HAND-WASHING STATIONS SHALL BE CONVENIENT AND ACCESSIBLE FOR HEALTH
CARE PERSONNEL AND OTHER USERS.
• SPECIAL HVAC NEEDS TO MEET THE FUNCTIONAL PROGRAM AND ACCOMMODATE THE
SERVICES (E.G., SURGICAL SERVICES, AIRBORNE INFECTION ISOLATION AND PRO-
TECTIVE ENVIRONMENT ROOMS, LABORATORIES, PHARMACIES, LOCAL EXHAUST
SYSTEMS FOR HAZARDOUS AGENTS, AND OTHER SPECIAL AREAS) INCLUDED IN OR
AFFECTED BY THE PROJECT
• WATER SYSTEMS TO LIMIT LEGIONELLA SP. AND WATERBORNE OPPORTUNISTIC
PATHOGENS
WHEN CONDUCTING THE ICRA AND DEVELOPING THE INFECTION CONTROL RISK MITIGATION
REQUIREMENTS FOR BUILDING AND SITE AREAS ANTICIPATED TO BE AFFECTED BY CONSTRUC-
TION, THE FOLLOWING SHALL BE ADDRESSED:
• THE IMPACT OF DISRUPTING ESSENTIAL SERVICES TO PATIENTS AND EMPLOYEES
• DETERMINATION OF THE SPECIFIC HAZARDS AND PROTECTION LEVELS FOR EACH
DESIGNATED AREA
• LOCATION OF PATIENTS ACCORDING TO THEIR SUSCEPTIBILITY TO INFECTION AND THE
DEFINITION OF RISKS TO EACH
• IMPACT OF MOVEMENT OF DEBRIS, TRAFFIC FLOW, SPILL CLEANUP, AND TESTING AND
CERTIFICATION OF INSTALLED SYSTEMS
• ASSESSMENT OF EXTERNAL AS WELL AS INTERNAL CONSTRUCTION ACTIVITIES
• LOCATION OF KNOWN HAZARDS
ICRA DOCUMENTATION
THIS WRITTEN RECORD SHALL REMAIN AN ACTIVE PART OF THE PROJECT DOCUMENTS FOR THE
DURATION OF THE CONSTRUCTION PROJECT AND THROUGH COMMISSIONING.
• THESE WRITTEN PLANS SHALL DESCRIBE THE SPECIFIC METHODS BY WHICH
TRANSMISSION OF AIR- AND WATERBORNE BIOLOGICAL CONTAMINANTS WILL BE
AVOIDED DURING CONSTRUCTION AS WELL AS DURING COMMISSIONING, WHEN HVAC
AND PLUMBING SYSTEMS AND EQUIPMENT (E.G., ICE MACHINES, STEAM STERILIZATION
SYSTEMS) ARE STARTED/RESTARTED.
INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS
INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS (ICRMRS) SHALL BE PREPARED BY
THE ICRA TEAM AND SHALL, AT MINIMUM, ADDRESS THE FOLLOWING:
1. PATIENT PLACEMENT AND RELOCATION
• STANDARDS FOR BARRIERS AND OTHER PROTECTIVE MEASURES REQUIRED TO
PROTECT ADJACENT AREAS AND SUSCEPTIBLE PATIENTS FROM AIRBORNE
CONTAMINANTS
• TEMPORARY PROVISIONS OR PHASING FOR CONSTRUCTION OR MODIFICATION OF HVAC
AND WATER SUPPLY SYSTEMS
• PROTECTION FROM DEMOLITION
• MEASURES TO BE TAKEN TO TRAIN HOSPITAL STAFF, VISITORS, AND CONSTRUCTION
PERSONNEL
• THE IMPACT OF POTENTIAL UTILITY OUTAGES OR EMERGENCIES, INCLUDING
PROTECTION OF PATIENTS DURING PLANNED AND UNPLANNED UTILITY OUTAGES.
SPECIFIC HAZARDS THAT ARE LIKELY IN THE EVENT OF DIFFERENT TYPES OF ESSENTIAL
SERVICE DISRUPTIONS SHOULD BE PROACTIVELY DETERMINED. A PLAN SHOULD BE
DEVELOPED TO ENSURE CONTINUED PROVISION OF SERVICE IN THE EVENT OF PLANNED
AND UNPLANNED DISRUPTIONS.
• THE IMPACT OF MOVEMENT OF DEBRIS, TRAFFIC FLOW, CLEANUP, ELEVATOR USE FOR
CONSTRUCTION MATERIALS AND CONSTRUCTION WORKERS, AND CONSTRUCTION
WORKER ROUTES
2. VENTILATION OF THE CONSTRUCTION ZONE
• AIRFLOW INTO THE CONSTRUCTION ZONE FROM OCCUPIED SPACES SHOULD BE
MAINTAINED BY MEANS OF A DEDICATED VENTILATION/EXHAUST SYSTEM FOR THE
CONSTRUCTION AREA. ENSURE PROPER OPERATION OF THE AIR-HANDLING SYSTEM IN
THE AFFECTED AREA AFTER ERECTION OF BARRIERS AND BEFORE THE ROOM OR AREA
IS SET TO NEGATIVE PRESSURE
• LOCATIONS OF EXHAUST DISCHARGE RELATIVE TO EXISTING FRESH AIR INTAKES AND
FILTERS, AS WELL AS THE DISCONNECTION AND SEALING OF EXISTING AIR DUCTS,
SHOULD BE REVIEWED AS REQUIRED BY THE ICRA.
• IF THE EXISTING BUILDING SYSTEM OR A PORTION THEREOF IS USED TO ACHIEVE THIS
REQUIREMENT, THE SYSTEM SHOULD BE THOROUGHLY CLEANED PRIOR TO OCCUPANCY
OF THE CONSTRUCTION AREA.
• HOSPITAL CONSTRUCTION BARRIERS FOR PROJECTS IN HIGH-RISK AREAS SHOULD BE
MAINTAINED AT A PRESSURE DIFFERENTIAL OF AT LEAST 0.03 INCH WATER GAUGE (7.0
PASCALS), WITH AIRFLOW FROM HOSPITAL CLEAN AREAS TO CONSTRUCTION DIRTY
AREAS. CONSTRUCTION BARRIERS IN HIGH-RISK AREAS SHOULD HAVE VISUAL DISPLAY
OF AIRFLOW DIRECTION. (HIGH-RISK AREAS INCLUDE CRITICAL CARE UNITS, EMERGENCY
ROOMS, LABOR AND DELIVERY FACILITIES, NEWBORN NURSERIES, OUTPATIENT
SURGERY FACILITIES, AREAS SERVING PEDIATRIC PATIENTS, PHARMACIES, SURGICAL
UNITS, POST-ANESTHETIC CARE UNITS, AREAS SERVING IMMUNOCOMPROMISED
PATIENTS, BURN UNITS, CARDIAC CATHETERIZATION LABS, CENTRAL STERILE SUPPLY,
AIRBORNE INFECTION ISOLATION ROOMS, PROTECTIVE ENVIRONMENT ROOMS,
ONCOLOGY UNITS, OPERATING ROOMS, AND CESAREAN DELIVERY ROOMS.) MONITOR
BARRIERS AND ENSURE INTEGRITY OF THE CONSTRUCTION BARRIERS; REPAIR GAPS OR
BREAKS IN BARRIER JOINTS
3. DISASTER PLANS FOR WATER SUPPLY AND VENTILATION EMERGENCIES
• THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT
OF A WATER OUTAGE. THIS SHOULD INCLUDE WHERE SUPPLIES ARE, WHO IS
RESPONSIBLE FOR WHAT, AND WHO IS TO BE NOTIFIED.
• THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT
OF AN AIR SHUTDOWN. THIS SHOULD INCLUDE WHO IS RESPONSIBLE FOR WHAT AND
WHO IS TO BE NOTIFIED.
• THE OWNER SHOULD PROVIDE A WRITTEN PLAN FOR WHAT WILL HAPPEN IN THE EVENT
OF A WATER LEAK. THIS SHOULD INCLUDE WHO IS TO BE NOTIFIED.
4. CONSTRUCTION WORK ZONE PROTECTION
• CONSTRUCTION MATERIALS SHOULD BE KEPT CLEAN AND DRY, AS APPROPRIATE.
• DUCTWORK SHOULD BE KEPT CAPPED/CLEAN DURING DEMOLITION AND DUST-
GENERATING CONSTRUCTION.
• DRYWALL INSTALLATION SHOULD NOT PROCEED UNTIL EXTERIOR PROTECTION AGAINST
RAIN DAMAGE HAS BEEN INSTALLED.
• CONSTRUCT BARRIERS TO PREVENT DUST FROM CONSTRUCTION AREAS FROM
ENTERING PATIENT-CARE AREAS; ENSURE THAT BARRIERS ARE IMPERMEABLE TO
FUNGAL SPORES AND IN COMPLIANCE WITH LOCAL FIRE CODES
• SEAL OFF AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE USED FOR
CONTAINMENT
• IMPLEMENT DUST-CONTROL MEASURES ON SURFACES AND DIVERT PEDESTRIAN
TRAFFIC AWAY FROM WORK ZONES.
• CLEAN WORK ZONES AND THEIR ENTRANCES DAILY BY :
1) WET-WIPING TOOLS AND TOOL CARTS BEFORE THEIR REMOVAL FROM THE WORK
ZONE
2) PLACING MATS WITH TACKY SURFACES INSIDE THE ENTRANCE
3) COVERING DEBRIS AND SECURING THIS COVERING BEFORE REMOVING DEBRIS FROM
THE WORK ZONE
• IN PATIENT-CARE AREAS, FOR MAJOR REPAIRS THAT INCLUDE REMOVAL OF CEILING
TILES AND DISRUPTION OF THE SPACE ABOVE THE FALSE CEILING, USE PLASTIC SHEETS
OR PREFABRICATED PLASTIC UNITS TO CONTAIN DUST; USE A NEGATIVE PRESSURE
SYSTEM WITHIN THIS ENCLOSURE TO REMOVE DUST; AND EITHER PASS AIR THROUGH
AN INDUSTRIAL-GRADE, PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF
300 - 800 FT3/MIN., OR EXHAUST AIR DIRECTLY TO THE OUTSIDE
• UPON COMPLETION OF THE PROJECT, CLEAN THE WORK ZONE ACCORDING TO FACILITY
PROCEDURES, AND INSTALL BARRIER CURTAINS TO CONTAIN DUST AND DEBRIS BEFORE
REMOVING RIGID BARRIERS. FLUSH THE WATER SYSTEM TO CLEAR SEDIMENT FROM
PIPES TO MINIMIZE WATERBORNE MICROORGANISM PROLIFERATION. RESTORE
APPROPRIATE ACH, HUMIDITY, AND PRESSURE DIFFERENTIAL; CLEAN OR REPLACE AIR
FILTERS; DISPOSE OF SPENT FILTERS
5. PROVIDE CONSTRUCTION CREWS WITH
• DESIGNATED ENTRANCES, CORRIDORS, AND ELEVATORS WHEREVER PRACTICAL
• ESSENTIAL SERVICES (E.G., TOILET FACILITIES) AND CONVENIENCE SERVICES (E.G.,
VENDING MACHINES)
• PROTECTIVE CLOTHING (E.G., COVERALLS, FOOTGEAR, AND HEADGEAR) FOR TRAVEL TO
PATIENT-CARE AREAS
• A SPACE OR ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT
MONITORING PLAN AND PROCEDURES
(1) THE OWNER SHALL PROVIDE MONITORING PLANS FOR EFFECTIVE APPLICATION OF ICRMRS
DURING THE COURSE OF THE PROJECT.
(2) PROVISIONS FOR MONITORING SHALL INCLUDE WRITTEN PROCEDURES FOR EMERGENCY
SUSPENSION OF WORK AND PROTECTIVE MEASURES INDICATING THE RESPONSIBILITIES AND
LIMITATIONS OF EACH PARTY (OWNER, DESIGNER, CONTRACTOR, AND MONITOR).
• RESPONSIBILITIES OF PERSONS AND GROUPS FOR PROCEDURES AND ACTIVITIES TO BE
PERFORMED TO MITIGATE RISK SHOULD BE INCLUDED IN INFECTION CONTROL RISK
MITIGATION PLANS TO ENSURE THE PROPER ACTIONS ARE TAKEN AT THE PROPER TIME.
• MONITORING EFFORTS WILL BE DETERMINED BY THE OWNER AND MAY BE CONDUCTED
BY THE OWNER’S INFECTION PREVENTIONIST(S), EPIDEMIOLOGIST, CONSTRUCTION
COORDINATORS, AND/OR SAFETY STAFF OR BY INDEPENDENT OUTSIDE CONSULTANTS.
COMMUNICATION
(1) UPDATES ON ICRA COMPLIANCE SHALL BE PROVIDED BY THE ICRA TEAM.
(2) CHANGES TO THE ORIGINAL DESIGN PLANS SHALL BE DOCUMENTED, UPDATED, AND
CONTINUOUSLY SHARED BETWEEN THE ICRA TEAM AND THE DESIGNERS/
ARCHITECTS/PLANNERS, OWNER, AND CONTRACTOR.
THE CONTRACTOR SHALL PREPARE SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS
AND SUBMIT TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW PRIOR TO SUBMITTAL
TO THE AGENCY HAVING JURISDICTION (AHJ) FOR APPROVAL.
INSTALLATION OF DEFERRED APPROVAL SHALL NOT BE STARTED UNTIL DOCUMENTS HAVE
BEEN REVIEWED BY THE ARCHITECT OR ENGINEER AND APPROVED BY THE AHJ.
DEFERRED ITEMS ARE TO BE COMPLETELY INSTALLED PRIOR TO OCCUPANCY OF BUILDING(S)
AND/ OR AREAS AFFECTED BY THE DEFERRED WORK.
DEFERRED APPROVALS:
1. FIRE ALARM DESIGN - REWORK EXISTING SYSTEM TO CONFORM TO NEW SPACE
CONFIGURATION. ADD DEVICES AS NECESSARY FOR NEW ROOMS. MATCH DEVICES TO
MANUFACTURER OF CURRENT SYSTEM.
2. FIRE SPRINKLER DESIGN - REWORK EXISTING SYSTEM TO CONFORM TO NEW SPACE
CONFIGURATION. RELOCATE HEADS TO COVER THE AREAS AS NEEDED. BRANCH
MODIFICATIONS ONLY, ALL MAIN LINES ARE EXISTING TO REMAIN. MATCH TYPE,
STYLE, AND FINISH OF EXISTING SPRINKLER HEADS.
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SHEET TITLE
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FACILITY
FAC NO: BLDG NO: FLOOR LEV: SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
NO. ISSUED DATE
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THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
HISTORY LOG
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
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SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G0-01
TITLE SHEET
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1900 E. 4TH ST.
SANTA ANA, CA 92701
KP NO.CAP028060
SOCC 2023 R RAD SAN 1ST
FLOOR GEN RAD
REPLACEMENT (5284)
N/A SYMBOLS LEGEND 11 N/A DRAWING SET ORGANIZATION 21 N/A PROJECT TEAM 01
02N/A SHEET INDEX
N/A GENERAL NOTES 22
N/A PROJECT SUMMARY 09
N/A INFECTION CONTROL NOTES 16
GENERAL
G0-01 TITLE SHEET
G0-02 SPECIFICATIONS
G0-03 SPECIFICATIONS
G0-04 SPECIFICATIONS
G0-05 SPECIFICATIONS
G1-00 PLAN - SITE ACCESSIBLITY
G1-11 PLAN - CODE ANALYSIS 1ST FLR
STRUCTURAL
S0-01 GENERAL NOTES
S1-13 PLAN - REMODEL 1ST FLR
S5-01 DETAILS
S5-02 DETAILS
ARCHITECTURAL
A0-11 PLAN - DEMO OVERALL 1ST FLR
A0-12 PLAN - DEMO OVERALL RCP 1ST FLR
A0-13 PLAN - DEMO 1ST FLR
A0-14 PLAN - DEMO CONCRETE 1ST FLR
A1-11 PLAN - REMODEL OVERALL 1ST FLR
A1-12 PLAN - REMODEL OVERALL RCP 1ST FLR
A1-13 PLAN - REMODEL 1ST FLR
A1-14 PLAN - REMODEL ENLARGED - DIMENSION & PARTITION TYPE
A2-01 ELEVATIONS - INTERIOR
A2-02 ELEVATIONS - INTERIOR
A2-03 ELEVATIONS - INTERIOR
A5-01 DETAILS - PARTITION TYPES
A5-02 DETAILS - TYPICAL FRAMING
A5-03 DETAILS - MISC.
A5-04 DETAILS - TYPICAL CEILING
A6-01 SCHEDULE - DOOR
INTERIORS
I1-11 PLAN - FINISH 1ST FLR
EQUIPMENT AND FURNITURE
Q1-11 PLAN - EQUIPMENT & FURNITURE
Q7-01 IMAGING EQUIPMENT VENDOR DRAWINGS RM 1507 (FOR REFERENCE ONLY)
Q7-02 IMAGING EQUIPMENT VENDOR DRAWINGS RM 1507 (FOR REFERENCE ONLY)
Q7-03 IMAGING EQUIPMENT VENDOR DRAWINGS RM 1507 (FOR REFERENCE ONLY)
Q7-04 IMAGING EQUIPMENT VENDOR DRAWINGS RM 1507 (FOR REFERENCE ONLY)
Q7-05 IMAGING EQUIPMENT VENDOR DRAWINGS RM 1507 (FOR REFERENCE ONLY)
Q8-11 PLAN - SHIELDING RM 1507
PLUMBING
P0-01 GENERAL NOTES, LEGEND & SYMBOLS
P0-02 SPECIFICATIONS - PLUMBING
P0-11 PLAN - DEMO OVERALL 1ST FLR
P0-12 PLAN - DEMO 1ST FLR
P1-11 PLAN - REMODEL OVERALL 1ST FLR
P1-12 PLAN - REMODEL 1ST FLR
P6-01 DETAILS & SCHEDULES - PLUMBING
MECHANICAL
M0-01 GENERAL NOTES, LEGEND & SYMBOLS
M0-02 SPECIFICATIONS - MECHANICAL
M0-11 PLAN - DEMO OVERALL 1ST FLR
M0-12 PLAN - DEMO 1ST FLR
M1-11 PLAN - REMODEL OVERALL 1ST FLR
M1-12 PLAN - REMODEL 1ST FLR
M5-01 DETAILS - MECHANICAL
ELECTRICAL
E0-01 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS LIST
E0-02 SPECIFICATIONS
E1-11 PLAN - OVERALL 1ST FLR
E1-12 PLAN - ENLARGED - DEMO - 1ST FLOOR
E1-13 PLAN - ENLARGED - REMODEL - 1ST FLOOR
E5-00 VENDOR DRAWINGS
E5-01 DETAILS - ELECTRICAL
E6-01 PARTIAL SINGLE LINE DIAGRAMS, PANEL SCHEULDE, & LIGHT FIXTURE SCHEDULE
E6-02 SINGLE LINE DIAGRAM
E7-01 TITLE 24
SECURITY
T1-11 PLAN - REMODEL 1ST FLR - SECURITY
T1-21 PLAN - 2ND FLR - SECURITY
T5-01 DETAILS - SECURITY
SIGNAGE
SG1-11 SIGNAGE - PLAN
SG5-01 DETAILS - SIGNAGE
GRAND TOTAL: 64
N/A DEFERRED APPROVALS 06
NTS VICINITY MAP 13
GENERAL PROVISIONS
1. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCAL CODES,
AND OTHER REGULATORY AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. ALL
CONTRACTORS AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL,
ELECTRICAL, PLUMBING, OR RELATED WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE
CODES THAT HAVE JURISDICTION, INCLUDING BUT NOT LIMITED TO:
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE (CAC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2
(2021 INTERNATIONAL BUILDING CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3
(2020 NATIONAL ELECTRICAL CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4
(2021 UNIFORM MECHANICAL CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA PLUMBING CODE (CPC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5
(2021 UNIFORM PLUMBING CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ENERGY CODE
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9
(2021 INTERNATIONAL FIRE CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE)
CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11
TITLE 19, CALIFORNIA CODE OF REGULATIONS (CCR)
DIVISION 1, STATE FIRE MARSHAL REGULATIONS
2022 CALIFORNIA BUILDING CODE CHAPTER 35 REFERENCE STANDARDS
NFPA 13-22: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
NFPA 72-22: NATIONAL FIRE ALARM AND SIGNAL CODE WITH CALIFORNIA AMENDMENTS
2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS OF THESE
CODES AND ALL APPLICABLE LOCAL ORDINANCES. WHERE CONTRACT DOCUMENTS EXCEED SUCH
REQUIREMENTS, WITHOUT VIOLATING SUCH CODES, REGULATIONS AND ORDINANCES, CONTRACT
DOCUMENTS TAKE PRECEDENCE. WHERE CODES CONFLICT, THE MORE STRINGENT SHALL APPLY.
07 N/A APPLICABLE CODES
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
Bldg# 101119067
APPROVALS:
PLNG - JHeidi
BLDG - CSG Consultants
1900 E 4th St -
1011190678/9/2024
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01 1100 - SUMMARY OF WORK
- THIS PROJECT INVOLVES THE RELOCATION OF AN EXISTING IMAGING RADIOLOGY ROOM INTO
AN EXISTING CONTROL ROOM. THE EXISTING DRESSING ROOMS WILL BE DEMOLISHED AND
REBUILT TO ACCOMODATE THE NEW LOCATION OF THE IMAGING RADIOLOGY ROOM. THE
EXISTING LOCATION OF THE IMAGING RADIOLOGY ROOM WILL BE CONVERTED INTO A SHELL
SPACE.
SECTION 01 2500 - SUBSTITUTIONS
- NO PRODUCT MAY BE SUBSTITUTED WITHOUT A PRIOR SUBMITTAL TO AND
APPROVAL BY THE ARCHITECT.
- PRODUCTS DEEMED NOT AS AN "EQUAL"OR "BETTER" THAN THE SPECIFIED
PRODUCT MAY NOT BE SUBSTITUTED.
- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT SUCH
SUBSTITUTION IS "EQUAL" OR "BETTER" PRIOR TO THE SUBMITTAL.
- THE ARCHITECT/ ENGINEER TIME AND FEES REQUIRED TO REVIEW SUBSTITUTIONS
SHALL BE PAID BY THE CONTRACTOR.
- REVIEW OF SUBSTITUTION SHALL PROCEED UPON AGREEMENT AND APPROVAL OF FEES.
- SUBSTITUTION SUBMITTALS CONSTITUTE USING UNNAMED MANUFACTURERS AS
'OR EQUALS"
- REQUEST FOR SUBSTITUTION SHALL BE REVIEWED BY THE CONTRACTOR AS EQUAL
OR BETTER THAN SPECIFIED PRODUCT PRIOR TO SUBMITTAL.
- ANY ADDITIONAL COST AS A RESULT OF A SUBSTITUTION SHALL BE BORNE BY THE
CONTRACTOR.
- UNAUTHORIZED AND UNAPPROVED SUBSTITUTION MATERIAL SHALL BE REMOVED
FROM THE SITE AND REPLACED WITH SPECIFIED MATERIAL AT NO ADDITIONAL COST
TO THE OWNER.
SECTION 01 3119 - PROJECT MEETINGS
- UNLESS OTHERWISE REQUIRED BY THE OWNER, BI-WEEKLY CONSTRUCTION
MEETINGS SHALL BE ATTENDED BY THE OWNER, ARCHITECT AND CONTRACTOR.
- THE CONTRACTOR SHALL WRITE THE MEETING RECORDS.
- THE PURPOSE OF THE MEETING INCLUDES PROJECT PROGRESS, REVIEW OF
SCHEDULE AND PROJECT VALUES, INSPECTION PROGRESS
SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION
- WITHIN 5 DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL
PROVIDED PROJECT SCHEDULE IDENTIFYING THE FOLLOWING:
- SEQUENCE OF CONSTRUCTION
- LONG LEAD ITEMS
- CONSTRUCTION START DATE
- SUBMITTAL DATES
- DELIVERY DATES
- PERCENT OF COMPLETION
- FINAL COMPLETION DATE
- THE SCHEDULE SHALL BE REVIEWED AT EACH CONSTRUCTION MEETING
SECTION 01 3300 - SUBMITTAL PROCEDURES
- CONTRACTOR SHALL LABEL, REVIEW AND NOTE CHANGES ON SUBMITTALS PRIOR TO
SUBMITTING TO THE ARCHITECT.
- WHEN POSSIBLE, SUBMITTAL SHALL BE SUBMITTED DIGITALLY. IF SUBMITTALS
CANNOT BE SUBMITTED DIGITALLY THEN:
- SUBMIT SIX (6) SETS OF MANUFACTURER'S PRODUCT DATA, MATERIAL SAFETY
DATA SHEETS (MSDS), SHOP DRAWINGS AND SAMPLES FOR ARCHITECT'S APPROVAL.
- THE ARCHITECT SHALL PROCESS SUBMITTAL WITHIN 10 (TEN) DAYS OF SUBMITTAL
RECEIPT.
SECTION 01 3543 - ENVIRONMENTAL PROCEDURES
- COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WATER, AIR, SOLID WASTE AND NOISE POLLUTION.
SECTION 01 4100 - REGULATORY REQUIREMENTS
- PERFORM ALL WORK IN ACCORDANCE TO THE LATEST ENFORCED STATUTES,
ORDINANCES, LAWS, RULES, CODES, REGULATIONS STANDARDS AND LAWFUL
ORDERS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION.
SECTION 01 4500 - QUALITY CONTROL
- PRIOR TO INSTALLATION OF ANY WORK, THE CONTRACTOR SHALL INSPECT THE
WORK CONDITIONS AND ARRANGE FOR CORRECTION AS REQUIRED OF DEFECTIVE
WORKMANSHIP OR MATERIAL THAT MAY AFFECT THE WORK TO BE INSTALLED.
- INSTALLATION OF NEW WORK CONSTITUTES ACCEPTANCE THAT THE WORK IN PLACES
IS IN PROPER CONDITIONS AND WAIVER OF CLAIM THAT THE WORK IN PLACE IS DEFECTIVE.
- ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ATTACHED
SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
- UNLESS OTHERWISE NOTED, ALL MATERIALS AND PRODUCTS SHALL BE NEW AND
SPECIFICALLY FOR THE USE IN THIS PROJECT.
- UNLESS OTHERWISE NOTED, CONSTRUCTION COST SHALL INCLUDE LABOR AND
MATERIALS.
SECTION 01 4523 - TESTING AND INSPECTING SERVICES
- THE OWNER WILL EMPLOY AND PAY FOR INDEPENDENT TESTING SERVICES.
- TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH
REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE
CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT
REQUIREMENTS.
- SPECIFIED TESTS, INSPECTIONS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S
OTHER QUALITY-ASSURANCE AND -CONTROL PROCEDURES THAT FACILITATE
COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS.
- THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR EXCESSIVE INSPECTION
COSTS INCURRED BY THE CONTRACTOR'S FAILURE TO COMPLETE THE WORK TIMELY,
DEFECTIVE WORK, OVERTIME FOR THE CONTRACTOR'S CONVENIENCE.
- THE CONTRACTOR SHALL PAY INSPECTION COSTS FOR ADDITIONAL TESTING DUE TO
FAILURE OF MATERIALS, TESTING TO SUBSTANTIATE PROPOSED SUBSTITUTIONS,
AND IF APPLICABLE, TESTING TO DETERMINE CODE COMPLIANCE FOR CONCRETE
MIX DESIGNS.
- THE CONTRACTOR SHALL FURNISH ALL SAMPLES FOR TESTING AS REQUIRED. INITIATE
AND COORDINATE ALL TESTING INSPECTIONS AS REQUIRED IN THE CBC, TITLE 24 AND
CONSTRUCTION DOCUMENTS.
- EACH SIGNED AND CERTIFIED TESTING REPORT SHALL BE COPIED TO THE OWNER,
CONTRACTOR AND INSPECTOR OF RECORD.
- THE OWNER RESERVES THE RIGHT TO REJECT MATERIALS AND WORKMANSHIP WHICH
ARE DEEMED DEFECTIVE OR REQUIRE CORRECTION.
SECTION 01 5000 - TEMPORARY FACILITIES
- REFER TO THE GENERAL CONDITIONS OR COORDINATE WITH THE OWNER FOR
TEMPORARY FACILITIES SUCH AS POWER, WATER, TELEPHONE, SANITARY FACILITIES,
FIRE AND SAFETY REQUIREMENTS, GUARDS AND BARRICADES.
SECTION 01 6600 - PRODUCT STORAGE AND HANDLING REQUIREMENTS
- TRANSPORT, DELIVER, HANDLE AND STORE MATERIALS AND EQUIPMENT AT THE
JOB SITE IN A MANNER THAT WILL PREVENT DAMAGE, INCLUDING INTRUSIONS
FROM FOREIGN MATTER AND MOISTURE.
- MAINTAIN PACKAGED MATERIALS FROM MANUFACTURER'S ORIGINAL CONTAINER
UNTIL SUCH TIME WHEN THEY WILL BE INSTALLED.
- PROVIDE BARRICADE AND SECURITY AS REQUIRED TO PROTECT PRODUCT.
- LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT.
SECTION 01 7329 - CUTTING AND PATCHING
- EXECUTE ALL CUTTING (INCLUDING EXCAVATION ), FITTING OR PATCHING TO MAKE
PARTS FIT PROPERLY, TO MATCH EXISTING WHERE APPLICABLE, TO REMOVE AND/ OR
REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT DOCUMENTS.
SECTION 01 7400 - CLEANING AND WASTE MANAGEMENT
- PREMISES SHALL BE MAINTAINED CLEAN OF WASTE, DEBRIS AND RUBBISH AT ALL TIMES.
- PROVIDE ON-SITE DUMP CONTAINERS DURING THE COURSE OF CONSTRUCTION.
- AT FINAL CLEANING REMOVE ALL DEBRIS FROM SITE, REMOVE ALL STAINS, MARKS,
PAINT SPOTS, DUST, AND OTHER BLEMISHES AND DEFECTS.
- USE ONLY CLEANING MATERIALS RECOMMENDED BY MANUFACTURERS.
SECTION 01 7800 - CLOSEOUT SUBMITTALS
- SUBMIT WRITTEN NOTICE TO THE ARCHITECT WHEN THE PROJECT IS SUBSTANTIALLY
COMPLETED WITH A LIST OF PENDING ITEMS.
- THE ARCHITECT WILL THEN MAKE INSPECTION AND DETERMINE THE EXTENT OF THE
SUBSTANTIAL COMPLETION.
- ANY DEFICIENCIES AND / OR INCOMPLETE WORK SHALL BE CORRECTED PRIOR TO
REQUEST OF FINAL COMPLETION.
- WHEN THE WORK IS CONSIDERED COMPLETE, THE CONTRACTOR SHALL SUBMIT A
WRITTEN CERTIFICATION THAT THE CONTRACT DOCUMENTS HAVE BEEN REVIEWED,
THE WORK HAS BEEN INSPECTED AND COMPLETED FOR COMPLIANCE WITH THE
CONTRACT DOCUMENTS.
- WHEN ACCEPTABLE, THE ARCHITECT WILL REQUEST THE CONTRACTOR TO SUBMIT
PROJECT CLOSE-OUT.
- FINAL CERTIFICATE OF PAYMENT WILL BE APPROVED AFTER THE CONTRACTOR
DELIVERS THE REQUIRED WARRANTIES / GUARANTEES, FINAL CLEAN UP, PROJECT
RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WATER PURITY
REPORT AND CERTIFICATE OF OCCUPANCY.
SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA
- THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A BINDER WHICH INCLUDES
ALL OPERATION MAINTENANCE MANUALS OF ALL PRODUCTS USED IN THE PROJECT.
- DELIVER ALL SPECIAL TOOLS, INSTRUMENTS, ACCESSORIES AND SPARE PARTS
FOR THE MAINTENANCE OF ALL PRODUCTS TO THE OWNER.
SECTION 01 7836 - WARRANTIES
- THE CONTRACTOR SHALL COLLECT ALL WRITTEN WARRANTIES AND GUARANTIES
AND GUARANTEES INTO A BOUND BOOK AND DELIVER TO THE ARCHITECT FOR
THE OWNER'S FINAL APPROVAL.
- ASSEMBLE ALL MANUFACTURERS' WARRANTIES AND GUARANTEES WITH THE
OWNER'S NAME AS THE BENEFICIARY , INCLUDING ALL EXTENDED WARRANTIES.
- ALL WARRANTEES AND GUARANTEES, OTHER THAN MANUFACTURER'S PRINTED
WARRANTEES AND GUARANTEES, SHALL BE SUBMITTED IN THE CONTRACTOR'S,
SUB-CONTRACTOR, MATERIALS, SUPPLIER OR MANUFACTURER'S LETTERHEAD,
STATING THE FOLLOWING INFORMATION:
- WARRANTY / GUARANTEE FOR
- NAME OF THE OWNER
- CONTRACTOR / SUBCONTRACT / SUPPLIER / MFR'S NAME
- CONTACT NAME
- STATE LICENSE NO.
- LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT
SECTION 01 7839 - PROJECT RECORD DOCUMENTS
- THE CONTRACTOR SHALL MAINTAIN ON SITE A SET OF CONSTRUCTION DOCUMENTS
FOR THE PURPOSE OF RECORDING AS-BUILT CONDITIONS.
- AT THE END OF THE PROJECT, ALL AS-BUILT DRAWINGS SHALL BE TURNED OVER
TO THE ARCHITECT FOR THE PRODUCTION OF RECORD DRAWINGS.
- THE ARCHITECT WILL ISSUE TO THE OWNER ONE (1) ELECTRONIC FILE OF THE
RECORD DRAWINGS.
DIVISION 2 - EXISTING CONDITIONS
SECTION 02 4119 - SELECTIVE DEMOLITION
- EXAMINE THE AREA AND CONDITIONS WHERE DEMOLITION IS TO OCCUR.
- IDENTIFY EXTENT OF SELECTIVE DEMOLITION AND ORGANIZE PLAN FOR DEMOLITION
AND REMOVAL.
- CORRECT ANY UNSATISFACTORY CONDITIONS PRIOR TO PROCEEDING WITH WORK.
- ANY UTILITY SHUT OFF SHALL BE COORDINATED WITH THE OWNER AND NOTIFY THE OWNER
IN WRITING A MIN. OF 7 DAYS IN ADVANCE.
- MATERIALS RESULTING FROM DEMOLITION THAT ARE NOT WANTED BY THE OWNER
BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS FOLLOWS, AND SHALL BE
PROMPTLY REMOVED FROM THE PROJECT SITE. STORAGE OR SALE OF REMOVED
MATERIALS WILL NOT BE PERMITTED ON PROJECT SITE OR WITHIN BUILDING. ITEMS NOT
BECOMING PROPERTY OF THE CONTRACTOR INCLUDE, BUT ARE NOT NECESSARILY
LIMITED TO THE FOLLOWING:
- OWNER HAS FIRST SALVAGE RIGHTS TO FIXTURES, EQUIPMENT, ACCESSORIES
AND DOORS REMOVED. ITEMS NOT WANTED BY THE OWNER ARE TO BE
DISCARDED OFF-SITE BY CONTRACTOR.
- EQUIPMENT BELONGING TO UTILITY OR PUBLIC SERVICE COMPANIES UNLESS
ABANDONED BY SUCH COMPANIES.
- HIDDEN VALUABLE ITEMS, BURIED ITEMS AND PROPERTY OF THIRD PERSONS.
- SALVAGED EQUIPMENT AND MATERIALS NOTED FOR REUSE.
OTHER ITEMS INDICATED OR OTHERWISE IDENTIFIED BY OWNER OR ARCHITECT
- DURING DEMOLITION OPERATIONS, SHOULD SUSPECT ASBESTOS OR ASBESTOS-CONTAINING
MATERIALS, OR OTHER MATERIAL LISTED AS A HAZARDOUS MATERIAL BY THE
ENVIRONMENTAL PROTECTION AGENCY (EPA) BE DISCOVERED, NOTIFY THE OWNER AND
ARCHITECT AND DISCONTINUE THAT PORTION OF WORK UNTIL FURTHER INSTRUCTED.
- CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS AND ADJACENT FACILITIES.
- DO NO CLOSE OR OBSTRUCT STREETS OR WALKS WITHOUT PERMISSION FROM AUTHORITIES
HAVING JURISDICTION. PROVIDE FLAGMAN WHERE PUBLIC THOROUGHFARES ARE USED FOR
DEBRIS REMOVAL. MAINTAIN THOROUGHFARES FREE OF DIRT AND DEBRIS CAUSED BY
DEMOLITION OR HAULING OPERATIONS.
- PROTECT PORTIONS OF EXISTING BUILDING INDICATED TO REMAIN. REPAIR OR REPLACE
PORTIONS OF BUILDING DAMAGED BY THIS WORK, AT NO ADDITIONAL COST.
- PROVIDE TEMPORARY ENCLOSURES OR OTHER METHODS TO LIMIT DUST TRANSMISSION TO
ADJACENT AREAS. PROVIDE TEMPORARY NOISE REDUCTION BARRIERS TO SEPARATE
WORK AREAS FROM ADJACENT OCCUPIED ARES.
- ITEMS TO BE REMOVED AND STORED DURING THE CONSTRUCTION PROCESS AS INDICATED
ON THE DRAWINGS SHALL BE STORED AT THE DIRECTION OF THE OWNER.
- REMOVE CONSTRUCTION AND FINISHES AS REQUIRED FOR NEW CONSTRUCTION AND
TO LIMITS INDICATED ON DRAWINGS.
- DURING DEMOLITION, PROTECT ADJOINING WORK FROM DAMAGE. OBSERVE AND MONITOR
ADJACENT STRUCTURAL ELEMENTS. STOP WORK AND NOTIFY ARCHITECT FOR
INSTRUCTIONS IF CHANGES ARE NOTED. CRACKS OR STRUCTURAL DAMAGE RESULTING
FROM DEMOLITION SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER AND TO THE
ARCHITECT'S/ENGINEER'S SATISFACTION.
- REMOVE EXISTING FINISHES TO LIMITS INDICATED ON THE DRAWINGS WITHOUT DAMAGES
TO SUBSTRATES OR ADJACENT SURFACES. INCLUDE REMOVAL OF MECHANICAL AND
ELECTRICAL WORK AS APPLICABLE.
- REMOVAL OF EXISTING RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND
ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S "RECOMMENDED WORK
PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR COVERS." DO NOT USE METHODS
REQUIRING SOLVENT-BASED ADHESIVE STRIPPERS.
- WHERE WORK IS TO BE CUT OR REMOVED TO ACCOMMODATE NEW WORK, FORM NEAT,
UNIFORM AND SMOOTH EDGES OR TERMINATIONS.
- PREPARE AN ITEMIZED LIST OF MATERIAL OR EQUIPMENT FOR REUSE OR STORAGE. LIST
QUANTITIES, CONDITION AND LOCATION. SUBMIT COPIES TO OWNER WITHIN
SEVEN (7) DAYS OF REMOVAL OF ITEM.
- REMOVE AND STORE (WHERE NOTED ON DRAWINGS) EXISTING MECHANICAL AND
ELECTRICAL EQUIPMENT, INCLUDING PLUMBING FIXTURES, AS INDICATED AND REQUIRED
TO COMPLETE WORK.
- REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS FROM PROJECT SITE. DO NOT STOCKPILE DEBRIS ON PROJECT SITE.
- BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE PERMITTED
ON THE PROJECT SITE.
- COMPLY WITH THE CITY'S REQUIREMENT FOR CONSTRUCTION WASTE RECYCLING.
- REPAIR DENTS, CRACKS, SCRATCHES AND HOLES IN EXISTING FINISHES TO REMAIN AS PART
OF THE FINISHED WORK.
DIVISION 3 - CONCRETE
(NO SECTIONS REQUIRED)
DIVISION 4 - MASONRY
(NO SECTIONS REQUIRED)
DIVISION 5 - METALS
(NO SECTIONS REQUIRED)
SECTION 06 2000 - FINISH CARPENTRY AND MILLWORK
PART 1 - GENERAL
1.1 SUMMARY:
A. WORK OF THIS SECTION INCLUDES FACTORY-FABRICATED WOODWORK AS FOLLOWS:
1. PLASTIC LAMINATE-SURFACED COUNTERS, BASE CABINETS, LOW WALLS,
WALL CABINETS, AND OPEN SHELVING.
2. ROUGH AND FINISHED HARDWARE FOR THIS WORK.
1.2 SUBMITTALS:
A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN.
B. SHOP DRAWINGS: SUBMIT FOR ARCHITECTURAL WOODWORK. INDICATE CONSTRUCTION
AND INSTALLATION DETAILS, SPECIES AND GRADES OF MATERIALS, FINISHES, AND
CABINET HARDWARE SELECTIONS.
C. PRODUCT DATA: SUBMIT FOR CABINET HARDWARE AND SIMILAR MANUFACTURED ITEMS.
SUBMIT WITH SHOP DRAWINGS.
D. SAMPLES; SUBMIT AS FOLLOWS:
1. FINISH SAMPLES: SUBMIT ONE SAMPLE OF EACH TYPE OF SELECTED FINISH ON
SAMPLES OF SPECIES AND GRADE MATERIAL SPECIFIED.
2. HARDWARE ITEMS: SUBMIT IF REQUESTED BY ARCHITECT. SAMPLES WILL BE
RETURNED TO SUPPLIER.
E. FIRE-RETARDANT TREATMENT CERTIFICATION: SUBMIT FOR ARCHITECT'S INFORMATION
ONLY. SUBMIT CERTIFICATION BY TREATING PLANT THAT FIRE RETARDANT TREATMENT
MATERIALS COMPLY WITH GOVERNING ORDINANCES AND THAT TREATMENT WILL NOT
BLEED THROUGH FINISHED SURFACES.
F. AWI CERTIFICATION: SUBMIT AWI QUALITY CERTIFICATION PROGRAM CERTIFICATES
INDICATING THAT THE WOODWORK PROVIDED FOR THIS PROJECT COMPLIES WITH THE
REQUIREMENTS OF THE AWI GRADES SPECIFIED.
1.3 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS; COMPLY WITH THE FOLLOWING:
1. STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN:
A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).
B. APA THE ENGINEERED WOOD ASSOCIATION (APA).
C. ASTM INTERNATIONAL (ASTM).
D. AMERICAN WOOD PROTECTION ASSOCIATION (AWPA).
E. HARDWOOD PLYWOOD AND VENEER ASSOCIATION (HPVA).
F. NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA).
G. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).
H. UNDERWRITERS LABORATORIES, INC., (UL).
2. WOOD PRODUCTS; STANDARDS OF THE U.S. DEPARTMENT OF COMMERCE,
NATIONAL INSTITUTE OF STANDARDS AND TESTING:
A. LUMBER: PS 20-10.
B. CONSTRUCTION AND INDUSTRIAL PLYWOOD: PS 1-95
3. STANDARDS FOR ARCHITECTURAL WOODWORK: ARCHITECTURAL WOODWORK
INSTITUTE (AWI), "ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE
SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM," 2005 EDITION,
HEREIN REFERRED TO AS AWI STANDARDS. WORK SHALL COMPLY WITH
APPLICABLE PORTIONS OF AWI STANDARDS.
B. GRADE MARKS: IDENTIFY LUMBER AND PLYWOOD BY OFFICIAL GRADE MARK.
1. LUMBER: GRADE STAMP SHALL CONTAIN SYMBOL OF GRADING AGENCY, MILL
NUMBER OR NAME, GRADE OF LUMBER, SPECIES OR SPECIES GROUPING OR
COMBINATION DESIGNATION, RULES UNDER WHICH GRADED WHERE
APPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE.
2. PLYWOOD: APPROPRIATE GRADE TRADEMARK OF THE APA. INDICATE TYPE,
GRADE, CLASS, IDENTIFICATION INDEX AND INSPECTION AND TESTING
AGENCY MARK.
3. PRESERVATIVE-TREATED WOOD PRODUCTS: PRESERVATIVE-TREATED LUMBER
AND PLYWOOD SHALL BEAR THE QUALITY STANDARD STAMP OF THE
APPLICATOR, INDICATING PRESERVATIVE TYPE, EXPOSURE CONDITIONS, YEAR
OF TREATMENT, TREATMENT PLANT AND TREATMENT SUPERVISING AGENCY.
4. FIRE-RETARDANT-TREATED WOOD PRODUCTS: FIRE-RETARDANT-TREATED
LUMBER AND PLYWOOD SHALL BEAR UL STAMP OR STAMP OF OTHER
APPROVED INDEPENDENT INSPECTION AGENCY, INDICATING TREATMENT
TYPE OR NAME, FLAME SPREAD AND TREATMENT PLANT.
5. ON COMPONENTS TO BE EXPOSED TO VIEW, GRADE MARKS SHALL BE LOCATED
SO AS TO BE CONCEALED IN FINISHED WORK.
C. FABRICATOR/INSTALLER QUALIFICATIONS:
1. ARCHITECTURAL WOODWORK SHALL BE FABRICATED AND INSTALLED BY A
SINGLE MANUFACTURER.
A. FABRICATOR/INSTALLER SHALL HAVE AT LEAST FIVE YEARS
SUCCESSFUL EXPERIENCE IN THE FABRICATION, FINISHING AND
INSTALLATION OF ARCHITECTURAL WOODWORK OF THE TYPE AND
QUANTITY REQUIRED AND, IF REQUESTED BY ARCHITECT, SHALL
SUBMIT EVIDENCE OF SUCH EXPERIENCE.
B. FABRICATOR/INSTALLER SHALL SUBMIT NEUTRAL PREQUALIFICATION
FORM FOUND IN APPENDIX IN AWI QUALITY STANDARDS.
2. FABRICATOR/INSTALLER SHALL BE A MEMBER OF AWI
3. CERTIFICATION SHALL BE EVIDENCED THROUGH APPLICATION OF AWI/QUALITY
CERTIFICATION PROGRAM LABELS AND/OR ISSUANCE OF AN AWI LETTER OF
LICENSING FOR THE PROJECT.
2.6 ADHESIVES:
A. ADHESIVES, GENERAL: ADHESIVES SHALL NOT CONTAIN UREA FORMALDEHYDE.
B. VOC LIMITS FOR INSTALLATION ADHESIVES: INSTALLATION ADHESIVES SHALL HAVE
A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL
COATINGS, RULES IN EFFECT JANUARY 1, 2004.
2.7 FABRICATION:
A. GENERAL:
1. QUALITY GRADE FOR ARCHITECTURAL WOODWORK SHALL BE AWI PREMIUM
GRADE, EXCEPT THAT OPAQUE-FINISHED WOODWORK SHALL BE CUSTOM
GRADE.
2. FABRICATE ARCHITECTURAL WOODWORK IN ACCORD WITH APPROVED
SHOP DRAWINGS.
3. SEAL FACES AND EDGES OF MEDIUM DENSITY FIBERBOARD INDICATED TO BE
SEALED OR FINISHED.
4. PERFORM VENEER OPERATIONS USING HOT PRESS METHOD USING
MOISTURE-RESISTANT, FIRE-RETARDANT ADHESIVES.
5. SHOP-ASSEMBLE FOR DELIVERY TO SITE IN UNITS EASILY HANDLED AND TO
PERMIT PASSAGE THROUGH BUILDINGS OPENINGS. ITEMS WHICH CANNOT
BE MANUFACTURED IN ONE PIECE SHALL HAVE JOINTS AT LOGICAL BREAKING
POINTS AND SHALL BE SO NOTED ON SHOP DRAWINGS.
6. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH
AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE
CUTTING.
7. SCRIBE, MITER AND ACCURATELY JOIN MEMBERS.
8. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASIOIN, TOOL MARKS,
OPEN JOINTS OR RAISED GRAIN ON EXPOSED SURFACES.
B. CASEWORK:
1. FIT SHELVES, DOORS AND EXPOSED EDGES WITH MATCHING VENEER EDGING.
USE ONE PIECE FOR FULL LENGTH ONLY.
2. WHERE COUNTERTOPS CAN NOT BE PROVIDED IN SINGLE LENGTH, JOIN
JOIN USING COMPRESSION TYPE FASTENERS.
3. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, OUTLET
BOXES, FIXTURES AND FITTINGS. VERIFY LOCATIONS OF CUTOUTS FROM
ONSITE DIMENSIONS. SEAL CONTACT SURFACES OF CUT EDGES.
PART 3 - EXECUTION
3.1 PREPARATION:
A. PRIOR TO PRE-INSTALLATION CONFERENCE, EXAMINE SUBSTRATES AND CONDITIONS
TO RECEIVE WORK. CHECK THAT FLOORS AND WALL SUBSTRATES ARE LEVEL, PLUMB
AND WITHIN TOLERANCES TO RECEIVE WORK SPECIFIED IN THIS SECTION.
B. VERIFY MECHANICAL, ELECTRICAL AND BUILDING ITEMS AFFECTING WORK OF THIS
SECTION ARE PLACED AND READY TO RECEIVE ARCHITECTURAL WOODWORK.
C. DO NOT BEGIN WORK UNTIL UNSATISFACTORY SUBSTRATES OR CONDITIONS HAVE
BEEN CORRECTED.
D. PRE-INSTALLATION CONFERENCE:
1. PRIOR TO BEGINNING WORK, A PRE-INSTALLATION CONFERENCE WILL BE
HELD TO REVIEW WORK TO BE ACCOMPLISHED.
2. CONTRACTOR, FABRICATOR/INSTALLER AND ARCHITECT SHALL BE PRESENT.
3. CONTRACTOR'S SUBMITTALS WILL BE REVIEWED.
4. SUBSTRATES AND CONDITIONS UNDER WHICH WOODWORK SHALL BE
INSTALLED WILL BE REVIEWED.
5. CONTRACTOR SHALL NOTIFY ALL PARTIES AT LEAST SEVEN DAYS PRIOR TO
TIME OF CONFERENCE.
6. CONTRACTOR SHALL RECORD MINUTES OF MEETING AND DISTRIBUTE TO
ALL PARTIES IN ATTENDANCE.
3.2 GENERAL WORKMANSHIP:
A. INSTALL WOODWORK IN A MANNER CONSISTENT WITH THE SPECIFIED QUALITY GRADE,
PLUMB, LEVEL, TRUE AND STRAIGHT WITHIN 1/8" IN 10'-0". SHIM AS REQUIRED USING
CONCEALED SHIMS.
B. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED
FASTENERS AND BLIND NAILING.
1. USE FIXTURE ATTACHMENTS IN CONCEALED LOCATIONS FOR WALL MOUNTED
COMPONENTS.
2. SECURE CABINET AND COUNTER BASE TO FLOOR USING ANGLES AND
ANCHORAGES.
C. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK, WITH MAXIMUM GAP
OF 1/32". DO NOT USE ADDITION OVERLAY TRIM TO CONCEAL LARGER GAPS.
D. USE CONCEALED JOINT FASTENERS TO ALIGN AND SECURE ADJOINING CABINET UNITS
AND COUNTERTOPS.
E. BEFORE MAKING CUTOUTS, DRILL PILOT HOLES AT CORNERS.
F. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MARKS, RAISED GRAIN
GRADE MARKINGS OR SIMILAR DEFECTS ON EXPOSED SURFACES.
G. DISTRIBUTE DEFECTS ALLOWED IN THE QUALITY GRADE SPECIFIED TO THE BEST
OVERALL ADVANTAGE WHEN INSTALLING JOB ASSEMBLED WORK. INSTALL WORK IN
ACCORD WITH APPROVED SHOP DRAWINGS.
H. TOUCH UP MILL FINISHED ITEMS, INCLUDING REFINISHING NECESSITATED BY JOB
FITTING OR ATTACHING AND REPAIR OF SCRATCHES AND SIMILAR DAMAGES. TOUCH
UP REPAIRS SHALL BE INDISCERNIBLE IN THE FINISHED WORK.
3.3 CLEANING AND PROTECTION:
A. PROTECT FINISHED AND PREFINISHED SURFACES FROM WORK OF OTHER TRADES.
B. PRIOR TO DATE OF SUBSTANTIAL COMPLETION, EXAMINE WORK FOR DAMAGES.
REPAIR OR REPLACE SUCH DAMAGED WORK TO ORIGINAL CONDITION.
C. CLEAN WOOD, METAL AND ACCESSORY ITEMS USING A NEUTRAL CLEANER. CHECK
AND CORRECT OPERATING MECHANISM FOR PROPER OPERATION. ADJUST AND
LUBRICATE HINGES, CATCHES AND OTHER OPERATING HARDWARE.
END OF SECTION
SECTION 06 6OOO - PLASTIC FABRICATIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS:
A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTION,
APPLY TO THIS SECTION.
1.2 SUMMARY:
A. THIS SECTION INCLUDES THE PLASTIC FABRICATION AS SHOWN AND SPECIFIED IN
THE DESCRIBED SYSTEM:
1. LOW WALL PARTITIONS
B. RELATED SECTIONS INCLUDE THE FOLLOWING:
1. SECTION 05 5000 METAL FABRICATIONS
2. SECTION 06 2000 FINISH CARPENTRY AND MILLWORK
3. SECTION 06 6116 SOLID SURFACING FABRICATIONS
1.3 SUBMITTALS:
A. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTACT
AND DIVISION 1 SPECIFICATIONS.
B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA; INCLUDE PRODUCT
DESCRIPTION, FABRICATION INFORMATION, AND COMPLIANCE WITH SPECIFIED
PERFORMANCE REQUIREMENTS.
C. SUBMIT PRODUCT TEST REPORTS FROM A QUALIFIED INDEPENDENT 3RD PARTY
TESTING AGENCY INDICATING EACH TYPE AND CLASS OF PANEL SYSTEM COMPLIES
WITH THE PROJECT PERFORMANCE REQUIREMENTS, BASED ON COMPREHENSIVE
TESTING OF CURRENT PROJECTS. PREVIOUSLY COMPLETED TEST REPORTS WILL BE
ACCEPTABLE IF FOR CURRENT MANUFACTURER AND INDICATIVE OF PRODUCTS USED
ON THIS PROJECT.
1. TEST REPORTS REQUIRED ARE:
A. RATE OF BURNING (ASTM D 635).
B. SELF-IGNITION TEMPERATURE (ASTM D 1929).
C. DENSITY OF SMOKE (ASTM D 2843).
D. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84).
E. ROOM CORNER BURN TEST (NFPA 286).
F. EXTENT OF BURNING (UL 94).
G. IMPACT STRENGTH (ASTM D 3763).
H. SAFETY GLAZING IMPACT RESISTANCE (ANSI Z97.1-2004).
I. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY.
J. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND
D 6670).
D. BUILDING APPROVALS: PLASTIC FABRICATIONS ARE TO HAVE BEEN EVALUATED AND
MUST BE REGISTERED WITH AND COMPLY TO REQUIREMENTS OF THE FOLLOWING
JURISDICTIONS:
1. NEW YORK DEPARTMENT OF BUILDINGS (PRODUCT MUST HAVE AN MEA
[MATERIALS AND EQUIPMENT ACCEPTANCE] NUMBER) FOR USE AS INTERIOR
FINISHES.
2. LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY (PRODUCT MUST
HAVE A LARR [ LOS ANGELES RESEARCH REPORT] NUMBER) FOR USE AS
LIGHT-TRANSMITTING PANELS.
E. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, PANEL DIMENSIONS,
DETAILS, AND ATTACHMENTS TO OTHER WORK.
D. SAMPLES FOR VERIFICATION:
1. SUBMIT MINIMUM 4-INCH BY 4-INCH SAMPLE FOR EACH TYPE, TEXTURE,
PATTERN AND COLOR OF SOLID PLASTIC FABRICATION.
H. MOCKUPS:
1. BUILD MOCKUPS TO VERIFY SELECTIONS MADE UNDER SAMPLE SUBMITTALS
AND TO DEMONSTRATE AESTHETIC EFFECTS.
2. BUILD MOCKUP OF EACH TYPE OF PLASTIC FABRICATION.
3. APPROVED MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF
UNDISTURBED AT TIME OF SUBSTANTIAL COMPLETION.
I. MAINTENANCE DATA: SUBMIT MANUFACTURER'S CARE AND MAINTENANCE DATA,
INCLUDING CARE, REPAIR AND CLEANING INSTRUCTIONS. INCLUDE IN PROJECT
CLOSEOUT DOCUMENTS.
1.4 QUALITY ASSURANCE:
A. MANUFACTURERS QUALIFICATIONS:
1. MATERIALS AND SYSTEMS SHALL BE MANUFACTURED BY A COMPANY
CONTINUOUSLY AND REGULARLY EMPLOYED IN THE MANUFACTURE OF
SPECIFIED MATERIALS FOR A PERIOD OF AT LEAST FIVE (5) CONSECUTIVE
YEARS AND WHICH CAN SHOW EVIDENCE OF THOSE MATERIALS BEING
SATISFACTORILY USED ON AT LEAST SIX (6) PROJECTS OF SIMILAR SIZE,
SCOPE AND LOCATION. AT LEAST THREE (3) OF THE PROJECTS SHALL HAVE
BEEN SUCCESSFUL FOR USE FIVE (5) YEARS OF LONGER.
2. MANUFACTURED PANELS MUST BE PRODUCED FROM A MINIMUM OF 40%
POST-INDUSTRIAL RECYCLE CONTENT. THIS RECYCLE CONTENT MUST BE
CERTIFIED BY A RECOGNIZED 3RD PARTY CERTIFICATION GROUP, SUCH AS
SCIENTIFIC CERTIFICATION SYSTEMS (SCS).
3. MANUFACTURER MUST OFFER A DOCUMENTED RECLAIM PROCESS THAT WILL
TAKE BACK, AT THE MANUFACTURERS COST, PANELS THAT ARE AT THEIR
END-OF LIFE CYCLE.
1.5 DELIVERY, STORAGE AND HANDLING
A. DELIVER PLASTIC FABRICATIONS, SYSTEMS AND SPECIFIED ITEMS IN
MANUFACTURER'S STANDARD PROTECTIVE PACKAGING.
B. DO NOT DELIVER PLASTIC FABRICATIONS, SYSTEMS, AND COMPONENTS AND
ACCESSORIES TO PROJECT SITE UNTIL AREAS ARE READY FOR INSTALLATION.
C. STORE MATERIALS IN A FLAT ORIENTATION IN A DRY PLACE THAT IS NOT EXPOSED TO
EXTERIOR ELEMENTS.
D. HANDLE MATERIALS TO PREVENT DAMAGE TO FINISHED SURFACES. PROVIDE
PROTECTIVE COVERINGS TO PREVENT DAMAGE OR STAINING FOLLOWING
INSTALLATION FOR DURATION OF PROJECT.
E. BEFORE INSTALLING PLASTIC FABRICATIONS, PERMIT THEM TO REACH ROOM
TEMPERATURE.
1.6 PROJECT CONDITIONS
A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL SOLID POLYMER FABRICATIONS UNTIL
SPACES ARE ENCLOSED AND WEATHERPROOF, AND AMBIENT TEMPERATURES AND
HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT
WHEN OCCUPIED FOR ITS INTENDED USE.
1.7 WARRANTY:
A. MANUFACTURER'S SPECIAL WARRANTY ON PLASTIC FABRICATIONS: MANUFACTURER'S
STANDARD FORM AGREEING TO REPAIR OR REPLACE UNITS THAT FAIL IN MATERIAL
OR WORKMANSHIP WITHIN THE SPECIFIED WARRANTY PERIOD.
B. WARRANTY PERIOD: 2 YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION.
C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS OR REMEDIES
THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS,
AND IS IN ADDITION TO AND RUNS CONCURRENT WITH OTHER WARRANTIES MADE BY
THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
PART 2 - PRODUCTS
2.1 MANUFACTURER:
A. MANUFACTURER: 3FORM, INC., SALT LAKE CITY, UTAH, USA / TELEPHONE 801-649-2500.
2.2 MATERIALS:
A. VARIA™ PRODUCED FROM ECORESING™ SHEET.
1. BASIS OF DESIGN PRODUCT: THE DESIGN OF PLASTIC FABRICATION IS BASED
ON VARIA™ PRODUCED WITH ECORESIN™ AS PROVIDED BY 3FORM, INC.
PRODUCTS FROM OTHER MANUFACTURERS MUST BE APPROVED BY THE
ARCHITECT OR DESIGNER.
2. ENGINEERED POLYESTER RESIN.
3. SHEET SIZE: 4' X 8'.
C. RESIN PANEL <RS-1> CHARACTERISTICS:
1. TYPE: STRATA WATER
2. GAUGE: 1/2"
3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE
4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WITH ROUNDED EDGES
5. ORIENTATION: VERTICAL
B. RESIN PANEL <RS-2> CHARACTERISTICS:
1. TYPE: TRIBE SEAGRASS+PUREWHITE+TRIBE SEAGRASS
2. GAUGE: 1/2"
3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE
4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WHT ROUNDED EDGES
5. ORIENTATION: VERTICAL
D. INTERLAYER MATERIALS: COMPATIBLE WITH POLYESTERS AND BONDING PROCESS TO
CREATE A MONOLITHIC SHEET OF MATERIAL WHEN COMPLETE.
E. SHEET MINIMUM PERFORMANCE ATTRIBUTES:
1. RATE OF BURNING (ASTM D 635). MATERIAL MUST ATTAIN CC1 RATING FOR A
NOMINAL THICKNESS OF 1.5mm (0.060 IN.) AND GREATER.
2. SELF-IGNITION TEMPERATURE GREATER THAN 650 DEGREES F.
3. DENSITY OF SMOKE (ASTM D 2843). MATERIAL MUST HAVE A SMOKE DENSITY
LESS THAN 75%.
4. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84). MATERIAL MUST
BE ABLE TO MEET A LEVEL OF CLASS A (FLAME SPREAD LESS THAN 25 AND
SMOKE LESS THAN 450) AT THICKNESS OF 1".
5. ROOM CORNER BURN TEST (NFPA 286). MATERIAL MUST MEET CLASS A
CRITERIA AT 1/4" THICKNESS AS DESCRIBED BY THE 2003 INTERNATIONAL
BUILDING CODE.
6. EXTENT OF BURNING (UL 94). MUST SUBMIT UL CARD.
7. IMPACT STRENGTH. MINIMUM IMPACT STRENGTH TEST AS MEASURED BY
ASTM D 3763 OF 20 FT. LBS. (FOR DURABILITY, SHIPPING, INSTALLATION, AND
USE).
8. SAFETY GLAZING. MATERIAL MUST ATTAIN A CLASS A IMPACT RATING IN
ACCORDANCE WITH ANSI Z97.1-2004 AT 1/8" THICKNESS.
9. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY: PRODUCT MUST BE
RECORDED AS "NOT MORE TOXIC THAN WOOD".
10. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND D 6670).
PANELS MUST NOT HAVE DETECTABLE VOC OFF-GASSING AGENTS.
11. PANELS MUST BE PRODUCED FROM A MINIMUM OF 40% POST-INDUSTRIAL
RECYCLE CONTENT. THIS RECYCLE CONTENT MUST BE CERTIFIED BY A
RECOGNIZED 3RD PARTY CERTIFICATION GROUP, SUCH AS SCIENTIFIC
CERTIFICATION SYSTEMS (SCS).
12. BUILDING APPROVALS: PLASTIC FABRICATIONS ARE TO HAVE BEEN EVALUATED
AND MUST BE REGISTERED WITH AND COMPLY TO REQUIREMENTS OF THE
FOLLOWING JURISDICTIONS:
a. LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY (PRODUCT
MUST HAVE
A LARR [LOS ANGELES RESEARCH REPORT] NUMBER) FOR USE AS
LIGHT-TRANSMITTING PANELS.
2.3 FABRICATION:
A. GENERAL: FABRICATE PLASTIC FABRICATIONS TO DESIGNS, SIZES AND THICKNESSES
INDICATED AND TO COMPLY WITH INDICATED STANDARDS. SIZES, PROFILES AND OTHER
CHARACTERISTICS ARE INDICATED ON THE DRAWINGS.
B. COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FABRICATION.
C. MACHINING: ACCEPTABLE MEANS OF MACHINING ARE LISTED BELOW. ENSURE THAT
MATERIAL IS NOT CHIPPED OR WARPED BY MACHINING OPERATIONS.
1. SAWING: SELECT EQUIPMENT AND BLADES SUITABLE FOR TYPE OF CUT
REQUIRED.
2. DRILLING: DRILLS SPECIFICALLY DESIGNED FOR USE WITH PLASTIC PRODUCTS.
3. MILLING: CLIMB CUT WHERE POSSIBLE.
4. ROUTING.
5. TAPPING.
D. FORMING: FORM PRODUCTS TO SHAPES INDICATED USING THE APPROPRIATE METHOD
LISTED BELOW. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. COLD BENDING.
2. HOT BENDING.
3. THERMOFORMING: ACCEPTABLE ONLY ON UNCOATED MATERIAL.
4. DRAPE FORMING.
5. MATCHED MOLD FORMING.
6. MECHANICAL FORMING.
E. LAMINATING: LAMINATE TO SUBSTRATES INDICATED USING ADHESIVES AND TECHNIQUES
RECOMMENDED BY MANUFACTURER.
2.4 MISCELLANEOUS MATERIALS:
A. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE REQUIRED FOR
APPLICATION INDICATES, AND WITH A PROVEN RECORD OF COMPATIBILITY WITH
SURFACES
CONTACTED IN INSTALLATION.
B. CLEANER: TYPE RECOMMENDED BY MANUFACTURER.
C. FASTENERS: USE SCREWS DESIGNED SPECIFICALLY FOR PLASTICS. SELF-THREADING
SCREWS ARE ACCEPTABLE FOR PERMANENT INSTALLATIONS.
D. BONDING CEMENTS: MAY BE ACHIEVED WITH SOLVENTS OR ADHESIVES, SUITABLE FOR
USE
WITH PRODUCT AND APPLICATION.
PART 3 - EXECUTION
3.1 EXAMINATION:
A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE INSTALLATION OF PLASTIC
FABRICATIONS WILL OCCUR, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH
MANUFACTURER'S REQUIREMENTS. VERIFY THAT SUBSTRATES AND CONDITIONS ARE
SATISFACTORY FOR INSTALLATION AND COMPLY WITH REQUIREMENTS SPECIFIED.
3.2 INSTALLATION:
A. GENERAL: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR THE
INSTALLATION OF PLASTIC FABRICATIONS.
B. MANUFACTURER'S SHOP TO FABRICATE ITEMS TO THE GREATEST DEGREE POSSIBLE.
C. UTILIZE FASTENERS, ADHESIVES AND BONDING AGENTS RECOMMENDED BY
MANUFACTURER FOR TYPE OF INSTALLATION INDICATED. MATERIAL THAT IS CHIPPED,
WARPED, HAZED OR DISCOLORED AS A RESULT OF INSTALLATION OR FABRICATION
METHODS WILL BE REJECTED.
D. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES,
IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA.
E. FORM FIELD JOINTS MANUFACTURER'S RECOMMENDED PROCEDURES. LOCATE SEAMS
IN PANELS SO THAT THEY ARE NOT DIRECTLY IN LINE WITH SEAMS IN SUBSTRATES.
3.3 CLEANING AND PROTECTION:
A. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COMPLETION. REPAIR
WORK OR REPLACE DAMAGED WORK, WHICH CANNOT BE REPAIRED TO ARCHITECT'S
SATISFACTION.
END OF SECTION
SECTION 06 6116 - SOLID SURFACING FABRICATIONS
PART 1 - GENERAL
1.1 REFERENCES:
A. APPLICABLE STANDARDS: STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN:
1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).
2. ASTM INTERNATIONAL (ASTM).
1.2 ACTION SUBMITTALS:
A. SHOP DRAWINGS: INDICATE DIMENSIONS, COMPONENT SIZES, FABRICATION DETAILS
ATTACHMENT PROVISIONS AND COORDINATION REQUIREMENTS WITH ADJACENT
WORK.
B. SAMPLES: SUBMIT MINIMUM 6" BY 6" SAMPLES. INDICATE FULL RANGE OF COLOR AND
PATTERN VARIATION. APPROVED SAMPLES WILL BE RETAINED AS A STANDARD FOR
WORK.
C. PRODUCT DATA: INDICATE PRODUCT DESCRIPTION, FABRICATION INFORMATION AND
COMPLIANCE WITH SPECIFIED PERFORMANCE REQUIREMENT.
1.3 CLOSEOUT SUBMITTALS:
A. MAINTENANCE DATA: SUBMIT MANUFACTURER'S CARE AND MAINTENANCE DATA,
INCLUDING REPAIR AND CLEANING INSTRUCTIONS. INCLUDE IN PROJECT CLOSEOUT
DOCUMENTS.
1.4 DELIVERY, STORAGE AND HANDLING:
A. DELIVER NO COMPONENTS TO PROJECT SITE UNTIL AREAS ARE READY FOR
INSTALLATION. STORE INDOORS.
B. HANDLE MATERIALS TO PREVENT DAMAGE TO FINISHED SURFACES. PROVIDE
PROTECTIVE COVERINGS TO PREVENT PHYSICAL DAMAGE OR STAINING FOLLOWING
INSTALLATION FOR DURATION OF PROJECT.
1.5 WARRANTY:
A. PROVIDE MANUFACTURER'S WARRANTY AGAINST DEFECTS IN MATERIALS. WARRANTY
SHALL PROVIDE FOR REPLACEMENT MATERIAL AND LABOR FOR A PERIOD OF FIVE
YEARS, BEGINNING AT DATE OF SUBSTANTIAL COMPLETION.
PART 2 - PRODUCTS
2.1 CAST ACRYLIC SURFACING MATERIAL:
A. ACCEPTABLE PRODUCTS:
1. BASIS OF DESIGN: E. I. DU PONT DE NEMOURS & CO., INC., CORIAN.
2. INPRO CORPORATION.
B. MATERIAL: CAST, 100% ACRYLIC RESIN, SOLID, STRUCTURAL SURFACING MATERIAL.
1. MATERIAL SHALL BE THROUGH-PATTERNED AND HOMOGENEOUS. NO
COATED MATERIALS NOR NON-HOMOGENEOUS MATERIALS ALLOWED.
2. HARDNESS: MINIMUM 55 BARCOL HARDNESS, TESTED IN ACCORD WITH ASTM
D2583-07, OR INIMUM 90 ROCKWELL HARDNESS, TESTED IN ACCORD WITH
ASTM D785-08.
3. TENSILE STRENGTH: MINIMUM 4,200 PSI, TESTED IN ACCORD WITH ASTM
D638-10.
4. ABRASION RESISTANCE: MAXIMUM 0.4 GRAMS AT 1,000 CYCLES, TESTED IN
ACCORD WITH ASTM C501-84(2009).
5. FIRE-RESISTANCE: FLAME SPREAD AND SMOKE DEVELOPED MEETING ASTM
E84-12C, CLASS I RATING.
6. COLOR STABILITY: NO CHANGE IN 200 HOURS, TESTED IN ACCORD WITH
NEMA LD3-2005.
7. WATER ABSORPTION: MAXIMUM 0.04% FOR 3/4" THICKNESS AND 0.06% FOR
1/2" THICKNESS, TESTED IN ACCORD WITH ASTM D570-98(2010).
8. FUNGAL RESISTANCE: NO ATTACK WHEN TESTED IN ACCORD WITH ASTM
G21-09.
9. BACTERIAL RESISTANCE: NO ATTACK WHEN TESTED IN ACCORD WITH ASTM
G22-76(1996)(WITHDRAWN 2002).
10. IMPACT RESISTANCE: NO FRACTURE WHEN TESTED IN ACCORD WITH NEMA
LD3-2005; SECTION 3.3, 144" DROP FOR 1/2" THICKNESS AND 204" DROP FOR
3/4" THICKNESS.
11. SUPERFICIAL DAMAGE TO A DEPTH OF 0.10" SHALL BE REPAIRABLE BY
SANDING AND POLISHING.
12. SURFACES SHALL BE UN AFFECTED BY CLASS I REAGENTS AND SHALL BE
REPAIRABLE AFTER EXPOSURE TO CLASS II REAGENTS. CLASS I AND II
REAGENTS SHALL BE AS IDENTIFIED IN BASIS OF DESIGN MANUFACTURER'S
PRODUCT DATA.
13. SURFACES AT DRUG COMPOUNDING COUNTER IN THE PHARMACY ARE TO BE
CHEMICAL RESISTANT.
C. FINISH: MATTE (GLOSS RATING OF 5-20).
D. COLOR: AS SELECTED BY ARCHITECT.
E. THICKNESS: AS INDICATED IN DRAWINGS.
2.2 ACCESSORY PRODUCTS:
A. JOINT ADHESIVE: MANUFACTURER'S STANDARD, TWO-PART ADHESIVE KIT TO CREATE
INCONSPICUOUS, NON-POROUS JOINTS, WITH A CHEMICAL BOND.
B. SEALANT: MANUFACTURER'S STANDARD MILDEW-RESISTANT, USDA/UL RECOGNIZED
SILICONE SEALANT IN COLOR MATCHING SURFACING OR CLEAR FORMULATIONS.
C. ADHESIVES AND SEALANTS VOC CONTENT: ADHESIVE AND SEALANTS SHALL HAVE A
VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST
AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, ADHESIVES AND
SEALANTS, AMENDED JANUARY 7, 2005.
2.3 FABRICATION:
A. FACTORY-FABRICATE COMPONENTS TO GREATEST EXTENT PRACTICABLE, TO SIZES
AND SHAPES INDICATED, IN ACCORD WITH APPROVED SHOP DRAWINGS.
B. FORM JOINTS BETWEEN COMPONENTS USING MANUFACTURER'S STANDARD JOINT
ADHESIVE; WITHOUT CONSPICUOUS JOINTS AND WITHOUT VOIDS. ATTACH A 2" WIDE
REINFORCING STRIP OF SOLID SURFACING UNDER EACH JOINT.
C. PROVIDE FACTORY CUTOUTS FOR PLUMBING FITTINGS AND ACCESSORIES AS INDICATED.
D. ROUT AND FINISH COMPONENT EDGES TO A SMOOTH, UNIFORM FINISH. ROUT CUTOUTS
AND SAND EDGES SMOOTH. MACHINE RADII AND CONTOURS TO TEMPLATE. REPAIR OR
REJECT DEFECTIVE AND INACCURATE WORK.
E. EDGE TREATMENT FOR TOPS: AS INDICATED ON DRAWINGS.
2.4 SOURCE QUALITY CONTROL:
A. ALLOWABLE TOLERANCES:
1. VARIATION IN COMPONENT SIZE: + -1/8".
2. LOCATION OF OPENINGS: + -1/8" FROM INDICATED LOCATION.
PART 3 - EXECUTION
3.1 INSTALLATION:
A. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES,
IN ACCORD WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA.
B. FORM FIELD JOINTS USING SPECIFIED ADHESIVE, WITH JOINTS INCONSPICUOUS IN
FINISHED WORK.
C. PROVIDE BACK AND END SPLASHES AS INDICATED. ADHERE TO COUNTERTOPS USING
SPECIFIED COLOR-MATCHED SILICONE ADHESIVE.
D. KEEP COMPONENTS CLEAN DURING INSTALLATION. REMOVE ADHESIVES, SEALANTS AND
OTHER STAINS. KEEP CLEAN UNTIL DATE OF SUBSTANTIAL COMPLETION. REPLACE
STAINED COMPONENTS.
E. MAKE PLUMBING CONNECTIONS TO SINKS IN ACCORD WITH DIVISION 22, PLUMBING.
3.2 PROTECTION:
A. PROTECT SURFACES FROM DAMAGE UNTIL DATE OF SUBSTANTIAL COMPLETION. REPAIR
OR REPLACE DAMAGED WORK WHICH CANNOT BE REPAIRED.
1.4 DELIVERY, STORAGE AND HANDLING:
A. DELIVER NO WOODWORK TO PROJECT SITE UNTIL AREAS ARE READY FOR WOODWORK
INSTALLATION.
B. IMMEDIATELY UPON DELIVERY TO JOB SITE, PLACE WOODWORK INDOORS, PROTECTED
FROM WEATHER.
C. STORE WOODWORK A MINIMUM OF 6" ABOVE FLOOR ON BLOCKING AND COVER WITH
WATERPROOF COVERING. PROVIDE FOR AIR CIRCULATION AND VENTILATION.
STORE IN DRY, CONDITIONED SPACE.
D. WRAP PREFINISHED WOODWORK IN PROTECTIVE COVERING FOR SHIPPING AND
STORAGE. PROTECT FROM SUNLIGHT EXPOSURE.
1.5 PROJECT CONDITIONS:
A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS TO ASCERTAIN EXACT WOODWORK
SIZES. INDICATE EXACT DIMENSIONS ON SHOP DRAWINGS.
B. INSTALL NO INTERIOR WOODWORK UNTIL SPACES ARE ENCLOSED, DRY AND
CONDITIONED. MAINTAIN TEMPERATURE BETWEEN 55 DEGREES F. AND 80 DEGREES F.
FOR 72 HOURS BEFORE BEGINNING INSTALLATION AND AFTERWARDS UNTIL DATE OF
SUBSTANTIAL COMPLETION.
C. MAINTAIN INTERIOR RELATIVE HUMIDITY AT THE SITE BETWEEN 25% AND 55% BEFORE,
DURING, AND AFTER INSTALLATION.
PART 2 - PRODUCTS
2.1 BASIC MATERIALS:
A. GENERAL: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF AWI'S QUALITY
STANDARD FOR EACH TYPE OF WOODWORK AND QUALITY GRADE SPECIFIED,
UNLESS OTHERWISE INDICATED.
B. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING:
1. RECYCLED CONTENT OF MEDIUM-DENSITY FIBERBOARD AND PARTICLEBOARD:
POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER
RECYCLED CONTENT NOT LESS THAN 30 PERCENT.
2. LOW-EMITTING MATERIALS:
A. HARDBOARD: AHA A135.4; 1/4" THICKNESS.
B. MEDIUM-DENSITY FIBERBOARD: MEETING ANSI A208.2, GRADE MD;
CLASS "C" FIRE HAZARD CLASSIFICATION FOR 3/4" THICKNESS,
MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE.
C. PARTICLEBOARD: MEETING ANSI A208.1, GRADE M-2 EXTERIOR GLUE;
MAT-FORMED, MANUFACTURED OF LONG FIBERED CUTTINGS,
WEIGHING MINIMUM OF 40 LBS./CU. FT.; FIRE-RETARDANT-TREATED
(FR), MEETING NFPA 101; MOISTURE-RESISTANT (MR); FILLED ON
FACES TO BE PAINTED, MADE WITH BINDER CONTAINING NO UREA
FORMALDEHYDE.
D. PLYWOOD:
1) VENEER-FACED PRODUCTS (HARDWOOD PLYWOOD):
HPVA HP-1 AND AWPA P17-02, MADE WITH ADHESIVE
CONTAINING NO UREA FORMALDEHYDE.
2) SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY
OVERLAY.
C. PLASTIC LAMINATES:
1. ACCEPTABLE PRODUCTS:
A. BASIS OF DESIGN: ARBORITE
B. BASIS OF DESIGN: WILSONART INTERNATIONAL, INC., WILSONART
2. CONFORMING TO NEMA STANDARD LD3-2005, AS FOLLOWS:
A. HORIZONTAL APPLICATIONS: GRADE HGS.
B. VERTICAL APPLICATIONS: GRADE VGS.
C. CABINET-LINER: GRADE CL-20.
D. BACKING SHEET: GRADE BKH, UNDECORATED PLASTIC LAMINATE.
E. POST-FORMING APPLICATIONS: GRADE VGP.
F. CHEMICAL RESISTANT APPLICATIONS: GRADE VGP.
G. SOLID COLOR APPLICATIONS: GRADE HGS.
H. PROVIDE ABUSE-RESISTANT LAMINATES FOR EXPOSED PORTIONS
OF THE WORK.
3. COLORS, TEXTURES AND PATTERNS: AS INDICATED IN FINISH SCHEDULE
IN DRAWINGS.
2.2 ARCHITECTURAL CABINETS:
A. ARCHITECTURAL CABINETS SHALL COMPLY WITH AWI STANDARDS, SECTION 400
B. PLASTIC LAMINATE CLAD CABINETS:
1. AWI QUALITY GRADE: CUSTOM.
2. PANEL CORE: PARTICLEBOARD OR HARDWOOD PLYWOOD.
3. FINISH ON EXPOSED SURFACES: PLASTIC LAMINATE AS SPECIFIED HEREIN.
4. FINISH ON SEMI-EXPOSED SURFACES: MELAMINE SPECIFIED HEREIN.
5. COMPONENT EDGES: PLASTIC LAMINATE FACED.
6. CABINET CONSTRUCTION: FLUSH OVERLAY.
C. COUNTER TOPS:
1. PLASTIC LAMINATE AND AS SPECIFIED HEREIN.
2. CORIAN AS SPECIFIED IN SOLID SURFACING FABRICATIONS SECTION.
2.3 MISCELLANEOUS WOODWORK:
A. COMPLY WITH AWI STANDARDS AS FOLLOWS:
1. SHELVING: SECTION 6, CUSTOM GRADE.
2. BACKSPLASH: SECTION 6, CUSTOM GRADE.
2.4 TREATED WOOD PRODUCTS:
A. PRESSURE-PRESERVATIVE-TREATED WOOD:
1. TREATMENT TYPE: WATER-BORNE PRESERVATIVE REGISTERED WITH EPA.
2. AWPA STANDARD:
A. LUMBER, TIMBER AND PLYWOOD SHALL CONFORM TO APPLICABLE
REQUIREMENTS OF AWPA STANDARD U1-07 AND T1-07 FOR
SPECIES, PRODUCT AND END USE.
B. HANDLING AND CARE OF PRESSURE TREATED WOOD PRODUCTS
SHALL CONFORM TO AWPA STANDARD M4-06.
C. PRESERVATIVES SHALL CONFORM TO AWPA P5-07
3. PRESERVATIVE RETENTION: AS REQUIRED BY TREATMENT TYPE IN ACCORD
WITH AWPA STANDARDS FOR BELOW- OR ABOVE-GROUND USE.
4. SEASONING; RE-DRY AFTER TREATMENT TO 19% MAXIMUM MOISTURE
CONTENT.
5. USE:
A. WOOD PRODUCTS IN CONTACT WITH CONCRETE SLABS-ON-GRADE
OR FOUNDATIONS.
B. NAILERS OR BLOCKING CAST OR BUILT INTO CONCRETE.
C. WOOD PRODUCTS IN CONTACT WITH EXTERIOR WALLS.
B. INTERIOR FIRE-RETARDANT-TREATED WOOD:
1. ACCEPTABLE PRODUCT; SUBJECT TO COMPLIANCE WITH SPECIFIED
REQUIREMENTS:
A. VIANCE, LLC, D-BLAZE.
B. HICKSON CORPORATION, DRICON.
C. HOOVER TREATED WOOD PRODUCTS, PYRO-GUARD.
2. DESCRIPTION: PRESSURE-IMPREGNATED WITH A CHEMICAL RETARDANT
TESTED AND LISTED BY UNDERWRITERS LABORATORIES, INC., (UL).
WHEN TESTED IN ACCORD WITH ASTM E84-10B TREATED PRODUCTS
SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SHOW NO EVIDENCE OF
SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS CONTINUED
FOR AN ADDITIONAL TWENTY MINUTE PERIOD. IN ADDITION, FLAME FRONT
SHALL NOT PROGRESS MORE THAN 10'-6" BEYOND CENTERLINE OF
BURNERS AT ANY TIME DURING TEST.
3. SURFACE BURNING CHARACTERISTICS: F.R.-S RATING IN ACCORD WITH
UNDERWRITERS LABORATORIES, INC. (UL).
4. AWPA STANDARD: AWPA U1-07, T1-07 AND P17-02
5. SEASONING; KILN-DRIED AFTER TREATMENT TO THE FOLLOWING MAXIMUM
MOISTURE CONTENT:
A. LUMBER: 19%
B. PLYWOOD: 15%
6. HYGROSCOPICITY: MAXIMUM 28% EQUILIBRIUM MOISTURE CONTENT WHEN
TESTED IN ACCORD WITH ASTM D3201-08A AT 92% RELATIVE HUMIDITY.
7. USE: AS REQUIRED BY CODES.
2.5 HARDWARE:
A. DOORS:
1. HINGES: BLUM No. 70T555, 120 DEGREE "CLIP" HINGE.
2. PULLS: BECKER #BP225-04, 96 MM WITH ALUMINUM FINISH.
3. LOCKS: 5-PIN TUMBLER TYPE BY NATIONAL LOCK WITH MASTER KEY, OR EQUAL
B. DRAWERS:
1. PULLS: BECKER #BP225-04, 96mm WITH ALUMINUM FINISH.
2. DRAWER AND FILE DRAWER SLIDES: KV MODEL #8400, 100 LB. CAPACITY,
OR EQUAL.
C. SHELVING:
1. ADJUSTABLE SHELVING: PRE-BORED 5mm DIAMETER AT 32mm ON CENTER.
2. SHELF CLIP: AMCO #11 EARTHQUAKE SAFETY WITH TWO 5mm PIN AT 32mm
ON CENTER.
D. GROMMETS: D. MOCKETT & CO., INC., SERIES 7G, BLACK COLOR AS SELECTED BY
ARCHITECT; LOCATIONS AS INDICATED ON THE DRAWINGS.
E. MAGNETIC CATCHES:
1. ACCEPTABLE MANUFACTURERS:
A. BASIS OF DESIGN: STANLEY WORKS #SP41.
B. EPCO, INC.
C. SUGATSUNE AMERICA, INC.
2. FINISH: FINISH SELECTED BY ARCHITECT.
F. RECESSED SHELF STANDARDS AND SUPPORTS:
1. ACCEPTABLE MANUFACTURERS:
A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #255 STANDARD WITH
#256 SUPPORT.
B. STANLEY WORKS.
C. JOHNSON HARDWARE, INC.
D. SUGATSUNE AMERICA, INC.
E. HAFELE AMERICA CO.
2. TYPE: STEEL.
3. FINISH: FINISH AS SELECTED BY ARCHITECT.
G. UNDERCARRIAGE DRAWER SLIDES:
1. ACCEPTABLE MANUFACTURERS:
A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #1500
B. ACCURIDE.
C. GRANT HARDWARE CO.
2. CAPACITY: 50 LB.
H. WIRE MANAGEMENT GROMMET:
1. ACCEPTABLE PRODUCTS:
A. BASIS OF DESIGN; DOUG MOCKETT & CO., AS INDICATED ON
DRAWINGS.
B. OUTWATER PLASTICS, INC., #31-2".
C. SUGATSUNE AMERICA, INC., #V60.
D. HAFELE AMERICA, INC., #429.93.313.
2. PROVIDE SET INCLUDING GROMMET, GROMMET CAP AND SLOT COVER;
COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD
SELECTION.
I. FASTENERS: PROVIDE BOLTS, NAILS, SCREWS, TOGGLE BOLTS AND SIMILAR
FASTENERS AS INDICATED OR REQUIRED TO ATTACH AND SECURE WORK.
1. FASTENERS FOR TRIM SHALL BE FINISHING NAILS FOR ATTACHMENT TO WOOD
FRAMING, TRIM-HEAD SCREWS FOR ATTACHMENT TO METAL FRAMING.
2. MATERIAL AND FINISH FOR NON-PRESSURE TREATED AND FIRE-RETARDANT-
TREATED COMPONENTS SHALL BE G90 HOT DIP GALVANIZED STEEL OR TYPE
304 STAINLESS STEEL, EXCEPT NAILS SHALL BE HOT DIP GALVANIZED.
3. MATERIAL AND FINISH FOR PRESSURE-TREATED COMPONENTS SHALL BE G185
HOT-DIP GALVANIZED STEEL OR TYPE 316L STAINLESS STEEL.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECTION 07 8400 - FIRESTOPPING
PART 1 - GENERAL
1.1 SUMMARY:
A. RELATED WORK:
1. METAL FABRICATIONS.
2. ROUGH CARPENTRY.
3. JOINT SEALANTS.
4. GYPSUM BOARD.
5. PLUMBING.
6. ELECTRICAL.
1.2 SYSTEM PERFORMANCE REQUIREMENTS:
A. FIRESTOPPING SYSTEMS SHALL PROVIDE RESISTANCE TO SPREAD OF FIRE, AND
PASSAGE OF SMOKE AND OTHER GASES ACCORDING TO REQUIREMENTS INDICATED,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1. FIRESTOP PENETRATIONS PASSING THROUGH FIRE RESISTANCE RATED WALL
AND FLOOR ASSEMBLIES AND OTHER LOCATIONS AS INDICATED ON DRAWINGS.
2. PENETRATION FIRESTOPPING SYSTEMS SHALL HAVE BEEN TESTED AND
APPROVED BY A THIRD PARTY TESTING AGENCY.
3. THROUGH-PENETRATION FIRESTOP SYSTEMS AND DEVICES SHALL RESIST
SPREAD OF FIRE, AND PASSAGE OF SMOKE AND OTHER GASES ACCORDING
TO REQUIREMENTS INDICATED, INCLUDING BUT NOT LIMITED TO THE
FOLLOWING:
A. F - RATING SHALL EQUAL OR EXCEED THE RATING OF THE
FIRE-RESISTIVE CONSTRUCTION ASSEMBLY THROUGH WHICH THE
PENETRATION IS MADE, AS DETERMINED BY ASTM E814-11A, BUT
SHALL NOT BE NOT LESS THAN 1-HOUR.
B. T- RATING, IN ADDITION TO F-RATING, AT PENETRATIONS LOCATED
OUTSIDE OF A WALL CAVITY, SHALL EQUAL FIRE-RESISTIVE RATING
OF FLOOR CONSTRUCTION, AS DETERMINED BY ASTM E814-11A,
BUT SHALL BE NOT LESS THAN 1-HOUR.
C. L - RATING: IN ADDITION TO F AND T RATINGS, FIRESTOPPING SHALL
HAVE AN L - RATING, AS DETERMINED BY UL 1479, WHERE INDICATED
BY CODE.
4. PERIMETER FIRE CONTAINMENT SYSTEMS (EXTERIOR CURTAINWALL/FLOOR
INTERSECTION): INTERIOR PERIMETER JOINT SYSTEMS WITH FIRE-RESISTANCE
RATINGS INDICATED, AS DETERMINED BY ASTM E2307-10, BUT NOT LESS THAN
FIRE-RESISTANCE RATING OF THE FLOOR CONSTRUCTION.
5. FIRE-RESISTIVE JOINTS SHALL HAVE FIRE-RESISTANCE RATINGS INDICATED,
AS DETERMINED BY UL 2079, BUT NOT LESS THAN FIRE-RESISTANCE RATING
OF CONSTRUCTION IN WHICH THE JOINT OCCURS.
6. FIRESTOP SYSTEMS USING CEMENTITIOUS FILL MATERIALS SHALL NOT BE
PERMITTED.
7. SYSTEMS SHALL BE FREE OF ASBESTOS AND VOLATILE ORGANIC COMPOUNDS
(VOCs).
8. WHERE THERE IS NO SPECIFIC THIRD PARTY TESTED AND CLASSIFIED
FIRESTOP SYSTEM AVAILABLE FOR A PARTICULAR FIRESTOP CONFIGURATIONS,
OBTAIN FROM FIRESTOP MANUFACTURER, AN ENGINEERING JUDGEMENT (EJ)
OR EQUIVALENT FIRE RESISTANCE RATED ASSEMBLY (EFFRA).
9. SYSTEMS USED WITHIN OR ADJACENT TO OCCUPIED SPACES SHALL BE FREE
OF VOLATILE SOLVENTS, NOXIOUS FUMES AND STRONG ODORS.
10. FIRESTOPPING USED FOR THIS PROJECT SHALL BE FMR APPROVED AS LISTED
IN THE CURRENT EDITION OF THE FMR BUILDING MATERIAL APPROVAL GUIDE.
1.3 ACTION SUBMITTALS:
A. SHOP DRAWINGS: SUBMIT DETAILED DRAWINGS OF EACH TYPE AND SIZE PENETRATION
THROUGH FIRE-RATED CONSTRUCTION, INDICATING MATERIALS, DIMENSIONS,
ASSEMBLY CONSTRUCTION AND RATING. INDICATE THROUGH-PENETRATION FIRESTOP
SYSTEM DESIGN LISTINGS, INCLUDING ILLUSTRATIONS FROM A QUALIFIED TESTING AND
INSPECTION AGENCY FOR EACH TYPE PENETRATION.
B. PRODUCT DATA: SUBMIT PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH
TYPE OF INSTALLATION. INCLUDE INSTALLATION DETAILS AND TEST REPORTS
INDICATING THAT FIRESTOPPING MATERIALS, SYSTEMS AND DEVICES MEET SPECIFIED
REQUIREMENTS AND DESIGN CRITERIA. INDICATE CLASSIFICATION MARKING OF
QUALIFIED TESTING AND INSPECTION AGENCY.
1.4 INFORMATIONAL SUBMITTALS:
A. CERTIFICATIONS:
1. SUBMIT WRITTEN CERTIFICATION THAT FIRESTOP MATERIALS ARE ASBESTOS
FREE AND THAT MATERIALS COMPLY WITH LOCAL REGULATIONS.
2. SUBMIT WRITTEN CERTIFICATION THAT FIRESTOP MATERIALS COMPLY WITH
LOCAL REGULATIONS CONTROLLING USE OF VOLATILE ORGANIC
COMPOUNDS (VOCs) AND ARE NON-TOXIC TO BUILDING OCCUPANTS.
1.5 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN:
1. ASTM INTERNATIONAL (ASTM).
2. FACTORY MUTUAL RESEARCH (FMR)
3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).
4. UNDERWRITERS LABORATORIES, INC. (UL).
R
No.
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STATE
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C AL IFORNIA
STEPHE WHITE
RENEWAL
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SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
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ISSUE / REVISION LOG
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AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:21 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G0-02
SPECIFICATIONS
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
B. FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE FIRESTOPPING SYSTEM DESIGN
LISTING BY A TESTING AND INSPECTION AGENCY IN ACCORD WITH THE SPECIFIED
UL STANDARDS.
C. ACCEPTABLE INSTALLER SHALL BE:
1. INSTALLER QUALIFICATIONS: A FIRM THAT HAS BEEN APPROVED BY FM
GLOBAL ACCORDING TO FM GLOBAL 4991, "APPROVAL OF FIRESTOP
CONTRACTOR," OR BEEN EVALUATED BY UL AND FOUND TO COMPLY WITH
UL's "QUALIFIED FIRESTOP CONTRACTOR PROGRAM REQUIREMENTS."
2. LICENSED BY STATE OR LOCAL AUTHORITY, WHERE APPLICABLE.
3. SUCCESSFULLY COMPLETED NOT LESS THAN 5 COMPARABLE SCALE
PROJECTS.
D. SINGLE SOURCE RESPONSIBILITY: OBTAIN FIRESTOP SYSTEMS FOR EACH KIND OF
PENETRATION AND CONSTRUCTION CONDITION INDICATED FROM A SINGLE PRIMARY
FIRESTOP SYSTEMS MANUFACTURER.
1. MATERIALS FROM DIFFERENT MANUFACTURER THAN ALLOWED BY TESTED
AND LISTED SYSTEM SHALL NOT BE INTERMIXED IN THE SAME FIRESTOP
SYSTEM OR OPENING.
2. INSTALL TESTED AND LISTED FIRESTOP SYSTEMS BEFORE INSTALLING AN
ENGINEERING JUDGEMENT OR EQUIVALENT FIRE RESISTANCE RATED
ASSEMBLY (EFFRA).
1.6 DELIVERY STORAGE AND HANDLING:
A. DELIVER FIRESTOPPING MATERIALS IN ORIGINAL, UNOPENED CONTAINERS OR PACKAGES
WITH INTACT AND LEGIBLE MANUFACTURER'S LABELS IDENTIFYING PRODUCT AND
MANUFACTURER.
B. STORE AND HANDLE FIRESTOPPING MATERIALS IN ACCORD WITH MANUFACTURER'S
PRODUCT DATA.
1.7 JOB CONDITIONS:
A. COORDINATE FIRESTOPPING INSTALLATION WITH OTHER WORK REQUIRING
PENETRATIONS THROUGH FIRE-RESISTIVE CONSTRUCTION. INSTALL PENETRATING
ELEMENTS PRIOR TO INSTALLATION OF FIRESTOPPING SYSTEMS OR DEVICES.
B. SECURE INSPECTION AND APPROVAL OF FIRESTOPPING WORK BY BUILDING OFFICIALS
PRIOR TO CONCEALMENT.
C. SUPPORT PENETRATING ELEMENTS INDEPENDENTLY OF FIRESTOPPING SYSTEMS OR
DEVICES.
D. DO NOT COVER UP FIRESTOPPING INSTALLATIONS UNTIL OWNER'S INSPECTION AGENCY
OR AUTHORITIES HAVING JURISDICTION HAVE EXAMINED EACH INSTALLATION.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL:
A. VOC CONTENT: PENETRATION FIRESTOPPING SEALANTS AND SEALANT PRIMERS SHALL
HAVE A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH
COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL
COATINGS, RULES IN EFFECT JANUARY 1, 2004.
2.2 THROUGH-PENETRATION FIRESTOP SYSTEMS:
A. ACCEPTABLE MANUFACTURERS; SUBJECT TO COMPLIANCE WITH SPECIFIED
REQUIREMENTS:
1. GRACE CONSTRUCTION PRODUCT.
2. HILTI USA.
3. 3M FIRE PROTECTION PRODUCTS.
4. NELSON FIRESTOP PRODUCTS.
5. RECTOR SEAL CORP.
6. SPECIFIED TECHNOLOGIES, INC. (STI).
7. TREMCO, INC.
B. SYSTEM DESCRIPTION: FIELD-CONSTRUCTED FIRESTOPPING FOR PENETRATIONS
THROUGH WALLS AND FLOORS COMPOSED OF SPECIFIED MATERIALS AND ACCESSORIES
ASSEMBLED IN ACCORD WITH THROUGH-PENETRATION FIRESTOPPING SYSTEM
NUMBERS, LISTED IN UL BUILDING MATERIALS DIRECTORY, CURRENT EDITION, AND
TESTED IN ACCORD WITH ASTM E814-11A.
C. MATERIALS: UL CLASSIFIED FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS.
1. FIRESTOP SEALANT: SINGLE-COMPONENT, ELASTOMERIC SILICONE OR
ENDOTHERMIC LATEX SEALANT COMPOUND; SELF-ADHERING, FLEXIBLE AND
WATERTIGHT; NON SAG AND SELF-LEVELING TYPES AS REQUIRED.
2. FIRESTOP FOAM: TWO-PART, ROOM TEMPERATURE VULCANIZING, SILICONE
ELASTOMER, NON-COMBUSTIBLE FOAM VOID SEAL.
3. INTUMESCENT SEALANTS AND PUTTIES: SINGLE-COMPONENT, SYNTHETIC,
ORGANIC/INORGANIC INTUMESCENT ELASTOMERS.
4. INTUMESCENT WRAP STRIPS: ONE-PART, ORGANIC/INORGANIC, INTUMESCENT
ELASTOMERIC SHEET; ALUMINUM FOIL-FACED ONE SIDE.
5. INTUMESCENT COMPOSITE SHEETS: COMPOSITE SHEETS COMPOSED OF
ORGANIC/INORGANIC INTUMESCENT ELASTOMERIC CORE BONDED ON ONE SIDE
TO 28 GA. GALVANIZED STEEL SHEET AND OTHER SIDE REINFORCED WITH
STEEL WIRE MESH, COVERED WITH ALUMINUM FOIL.
6. MINERAL WOOL OR CERAMIC FIBER SAFING: NON-COMBUSTIBLE FIBER TESTED
IN ACCORD WITH ASTM E136-12, WITH MELTING POINT IN EXCESS OF 2000
DEGREES F.; FLAME SPREAD OF 15 MAXIMUM AND 0 SMOKE DEVELOPMENT
WHEN TESTED IN ACCORD WITH ASTM E84-12C. THICKNESS AND DENSITY SHALL
BE AS REQUIRED BY THROUGH-PENETRATION FIRESTOP SYSTEM DESIGNS.
D. ACCESSORIES:
1. PRIMERS, ADHESIVES AND BACKER RODS: AS REQUIRED BY MANUFACTURER'S
PRODUCT DATA AND SYSTEM DESIGNS.
2. FORMING, DAMMING AND PACKING MATERIALS: TYPES AS INDICATED IN
THROUGH-PENETRATION FIRESTOP SYSTEMS.
3. RESTRICTING COLLARS: MANUFACTURER'S STANDARD DESIGN AS REQUIRED
FOR FIRESTOP SYSTEMS.
4. FASTENERS, ANCHOR CLIPS, SLEEVES, CLAMPS, SPACERS, TIES, COVER PLATES
AND MISCELLANEOUS ACCESSORIES: PROVIDE AS REQUIRED BY
MANUFACTURER'S PRODUCT DATA AND IN ACCORD WITH THROUGH-
PENETRATION FIRESTOP SYSTEM DESIGNS.
2.3 THROUGH-PENETRATION FIRESTOP DEVICES:
A. ACCEPTABLE MANUFACTURERS; SUBJECT TO COMPLIANCE WITH SPECIFIED
REQUIREMENTS:
1. GRACE CONSTRUCTION PRODUCTS.
2. HILTI USA.
3. ISOLATEK INTERNATIONAL, INC.
4. NELSON FIRESTOP PRODUCTS.
5. PROSET SYSTEMS, INC.
6. SPECIFIED TECHNOLOGIES, INC. (STI).
7. TREMCO, INC.
B. TYPES: FACTORY-ASSEMBLED, SELF-CONTAINED FIRESTOPPING DEVICES FOR
PENETRATIONS THROUGH WALLS AND FLOORS; UL CLASSIFIED FOR THROUGH-
PENETRATION FIRESTOP DEVICES AS LISTED IN UL BUILDING MATERIALS DIRECTORY,
CURRENT EDITION, AND TESTED IN ACCORD WITH ASTM E-814-11A.
C. ACCESSORIES: PROVIDE SEALANTS, ADHESIVES, FASTENERS, SLEEVES, CLAMPS,
SPACERS, ANCHOR CLIPS, TIES AND ACCESSORIES IN ACCORD WITH MANUFACTURER'S
PRODUCT DATA AND AS REQUIRED FOR COMPLETE INSTALLATION.
2.4 FIRESTOP SEALANTS:
A. ACCEPTABLE PRODUCTS; SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS:
1. GRACE CONSTRUCTION PRODUCTS, FLAMESAFE SILICONE SEALANT.
2. HILTI USA, CP 601S FIRESTOP SEALANT.
3. NELSON FIRESTOP PRODUCTS, CLK.
4. 3M FIRE PROTECTION PRODUCTS, FIRE BARRIER SILICONE SEALANT 2000 N/S
5. RECTOR SEAL CORP., METACAULK 835+.
6. SPECIFIED TECHNOLOGIES, INC. (STI), SPECSEAL PEN 300 SILICONE JOINT
SEALANT.
7. TREMCO, INC., FYRE-SIL.
B. CHARACTERISTICS: SINGLE-COMPONENT, SELF-ADHERING, FLEXIBLE, WATERTIGHT,
ELASTOMERIC SILICONE SEALANT COMPOUND; UL CLASSIFIED. PROVIDE SELF-LEVELING
TYPE FOR HORIZONTAL APPLICATIONS, NON-SAG TYPE FOR ALL OTHER APPLICATIONS.
2.5 SAFING:
A. ACCEPTABLE PRODUCTS; SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS:
1. GENERAL INSULATION COMPANY, FBX SAFING INSULATION.
2. THERMAL CERAMICS, CERABLANKET F.S.
3. THERMAFIBER INC., THERMAFIBER SAFING INSULATION.
B. CHARACTERISTICS:
1. MATERIAL: SEMI-RIGID MINERAL FIBER INSULATION, MEETING ASTM C665-12,
TYPE 1.
2. DENSITY: 4.0 PCF.
3. THICKNESS: AS INDICATED.
4. FACING: UNFACED OR REINFORCED FOIL FACING, BASED ON UL DESIGN
SELECTED.
5. FIRE RESISTANCE PROPERTIES:
A. MELTING POINT: MINIMUM OF 2000 DEGREES F. WHEN TESTED IN
ACCORD WITH ASTM C24-09.
B. NON-COMBUSTIBLE: AS DEFINED BY ASTM E136-12 AND NFPA.
C. FIRE HAZARD CHARACTERISTICS: MAXIMUM FLAME SPREAD OF 15
AND SMOKE DEVELOPMENT OF 5 WHEN TESTED IN ACCORD WITH
ASTM E84-12C (UNFACED).
6. FIRE SAFING: TESTED IN ACCORD WITH ASTM E119-12A WITHOUT
DETERIORATION FOR MINIMUM OF FIVE HOURS IN A SLAB EDGE/SPANDREL
CONFIGURATION.
C. ACCESSORIES:
1. CLIPS: INSULATION MANUFACTURER'S STANDARD GALVANIZED STEEL IMPALING
CLIPS FOR ATTACHMENT OF SAFING.
2. SEALANT: MANUFACTURER'S TESTED SEALANT MATERIAL FOR FOIL-FACED
SMOKE SEAL.
PART 3 - EXECUTION
3.1 PRE-INSTALLATION REQUIREMENTS:
A. PRE-INSTALLATION MEETING: PRIOR TO BEGINNING FIRESTOPPING WORK, A
PRE-INSTALLATION MEETING SHALL BE HELD TO REVIEW WORK TO BE ACCOMPLISHED.
1. CONTRACTOR, ARCHITECT, FIRESTOPPING SYSTEM MANUFACTURER'S
REPRESENTATIVES, INSTALLER AND OTHER SUBCONTRACTORS WHOSE WORK
INVOLVES FIRESTOPPING SHALL BE PRESENT.
2. CONTRACTOR SHALL NOTIFY ALL PARTIES AT LEAST SEVEN DAYS PRIOR TO
TIME FOR MEETING.
3. CONTRACTOR SHALL RECORD MINUTES OF MEETING AND DISTRIBUTE TO
ATTENDING PARTIES.
3.2 EXAMINATION:
A. EXAMINE AREAS TO RECEIVE FIRESTOPPING MATERIALS PRIOR TO BEGINNING WORK.
VERIFY THAT OPENING AREAS AND DIMENSIONS FOR PENETRATIONS TO RECEIVE
FIRESTOPPING SYSTEMS AND DEVICES DO NOT EXCEED DESIGN REQUIREMENTS.
B. REMOVE PROJECTIONS INTERFERING WITH INSTALLATION. PREPARE SURFACES IN
ACCORD WITH MANUFACTURER'S PRODUCT DATA AND UL THROUGH-PENETRATION
FIRESTOP DEVICES NUMBERS.
3.3 PREPARATION:
A. PRIMING: PRIME SUBSTRATES WHERE RECOMMENDED BY FIRESTOPPING MANUFACTURER
USING THAT MANUFACTURER'S RECOMMENDED PRODUCTS AND METHODS. CONFINE
PRIMERS TO AREAS OF BOND. DO NOT ALLOW SPILLAGE AND MIGRATION ONTO EXPOSED
SURFACES.
B. MASKING TAPE: USE MASKING TAPE TO PREVENT FIRESTOPPING FROM CONTACTING
ADJOINING SURFACES THAT WILL REMAIN EXPOSED UPON COMPLETION OF THE WORK.
REMOVE TAPE AS SOON AS IT IS POSSIBLE TO DO SO WITHOUT DISTURBING THE
FIRESTOPPING SEAL WITH SUBSTRATES.
3.4 INSTALLATION:
A. GENERAL:
1. COMPLY WITH MANUFACTURER'S PRODUCT DATA AND UL CLASSIFIED FOR
THROUGH-PENETRATION FIRESTOP DEVICES NUMBERS.
2. INSTALL FIRESTOPPING MATERIALS FITTED TO ADJACENT CONSTRUCTION
TO FILL VOIDS.
3. FIRESTOP PENETRATIONS THROUGH FIRE-RATED WALLS, PARTITIONS, FLOORS
AND FLOOR/CEILING ASSEMBLIES WITH TESTED ASSEMBLIES IN ACCORD WITH
UL 1479 OR WITH A THROUGH-PENETRATION FIRESTOP SYSTEM OR DEVICE
WHEN TESTED IN ACCORD WITH ASTM E814-11A.
4. FIRESTOPPING SHALL COMPLY WITH CODE REQUIREMENTS.
B. FIRE AND SMOKE BARRIER IDENTIFICATION:
1. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION.
2. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN
CONCEALED SPACES, AND NEAR THE TOP OF THE WALL OR BARRIER IN
UNFINISHED SPACES.
3. SUCH IDENTIFICATION SHALL BE LETTERS A MINIMUM OF 2" (51 mm) HIGH ON
A CONTRASTING BACKGROUND, SPACED AT 12'-0" O.C. MAXIMUM, WITH A
MINIMUM OF ONE PER WALL OR BARRIER. COMPLY WITH CODE REQUIREMENTS.
4. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: "______ HOUR FIRE
AND SMOKE BARRIER - PROTECT ALL OPENINGS."
C. THROUGH-PENETRATION FIRESTOP SYSTEMS AND DEVICES:
1. INSTALL AT PENETRATIONS THROUGH FIRE-RATED FLOOR AND WALL
CONSTRUCTION, INCLUDING PARTITIONS AND FLOOR/ CEILING ASSEMBLIES,
IN ACCORD WITH MANUFACTURER'S PRODUCT DATA AND UL SYSTEM NUMBERS.
PROVIDE MATERIALS AND ACCESSORIES AS REQUIRED.
2. INSTALL INTUMESCENT TYPE FIRESTOP SYSTEMS WHERE PLASTIC PIPING,
CABLE, CONDUIT AND OTHER COMBUSTIBLE ITEMS, INCLUDING INSULATED
METAL PIPES, PENETRATE FIRE-RATED CONSTRUCTION.
3. AT CONTRACTOR'S OPTION, THROUGH-PENETRATION FIRESTOP DEVICES OF
SIMILAR FUNCTION MAY BE INSTALLED IN LIEU OF FIRESTOP SYSTEMS.
4. DO NOT REMOVE FORMING MATERIALS UNLESS SPECIFIED IN SYSTEM DESIGNS.
D. FIRESTOP SEALANT: SEAL PERIMETERS, VOIDS AND JOINTS OF FIRE-RATED WALLS AND
PARTITIONS,INCLUDING ABUTMENT OF FLOOR AND ROOF OR CEILING STRUCTURE, AND
FLUTES OF METAL DECKING.
1. IF REQUIRED BY UL DESIGN, INSTALL MINERAL WOOL OR CERAMIC FIBER IN
CAVITIES, PACKED FULL AND TIGHT WITH ALLOWANCE FOR SEALANT
INSTALLATION.
2. SEAL BOTH FACES OF WALLS AND PARTITIONS WITH FIRESTOP SEALANT. TOOL
SEALANTFLUSH WITH ADJACENT FINISH.
3. IN ACCORD WITH UL FIRE RESISTANCE DIRECTORY DESIGNS, PACKED CONCRETE
AND MASONRY JOINTS SHALL BE SEALED USING FIRESTOP SEALANT OR USING
SEALANT AS SPECIFIED IN JOINT SEALANTS SECTION.
E. MINERAL FIBER SAFING:
1. INSTALL SAFING IN CAVITIES OF PENETRATIONS THROUGH NON-RATED FLOOR
AND WALL CONSTRUCTION, INCLUDING SPACES AROUND PIPING, CONDUITS,
CABLES AND DUCT PENETRATIONS.
2. INSTALL SAFING IN VOIDS AND JOINTS OF NON-RATED WALLS AND PARTITIONS
ABUTTING METAL DECKING OF FLOOR AND ROOD STRUCTURES. PACK FLUTES
OF METAL DECKING SOLID WITH SAFING MATERIAL.
3. SAFING SHALL BE INSTALLED AT JOINTS AND PENETRATIONS IN NON-RATED
CONSTRUCTION NOT EXPOSED TO VIEW AND CONCEALED IN FINISH WORK.
SECURE SAFING BY COMPRESSING INTO VOIDS OR JOINTS AND USING
MANUFACTURER'S STANDARD CLIPS OR CLOSURE PLATES AS REQUIRED.
F. SEAL VOIDS AND JOINTS OF NON-RATED WALLS AND PARTITIONS ABUTTING CONCRETE
FLOOR AND ROOF CONSTRUCTION USING SEALANT AS SPECIFIED IN OTHER SECTIONS.
3.5 FIELD QUALITY CONTROL:
A. INSPECTION: INDEPENDENT INSPECTION AGENCY EMPLOYED AND PAID BY OWNER , WILL
EXAMINE PENETRATION FIRESTOPPING IN ACCORD WITH ASTM E2174-10 AND
ASTM E2393-10A. INSPECTION AGENCY WILL EXAMINE FIRESTOPPING AND WILL
DETERMINE, IN GENERAL, THAT FIRESTOPPING HAS BEEN INSTALLED IN COMPLIANCE
WITH TESTED AND LISTED FIRESTOP SYSTEM, AND THAT INSTALLATION PROCESS
CONFORMS TO FM 4991 - STANDARD FOR APPROVAL OF FIRESTOP CONTRACTORS OR
UL QUALIFIED FIRESTOP CONTRACTOR PROGRAM.
B. INSPECTOR WILL ADVISE CONTRACTOR OF DEFICIENCIES NOTED WITHIN ONE WORKING
DAY.
C. DO NOT PROCEED TO ENCLOSE FIRESTOPPING WITH OTHER CONSTRUCTION UNTIL
INSPECTION AGENCY HAS VERIFIED FIRESTOP INSTALLATION COMPLIES WITH
REQUIREMENTS OF CONTRACT DOCUMENTS.
D. WHERE DEFICIENCIES ARE FOUND, REPAIR OR REPLACE FIRESTOPPING SO THAT IT
COMPLIES WITH REQUIREMENTS OF TESTED AND LISTED SYSTEM DESIGN.
3.6 CLEANING:
A. CLEAN OFF EXCESS FILL MATERIALS AND SEALANTS ADJACENT TO OPENINGS AND
JOINTS AS WORK PROGRESSES. USE METHODS AND CLEANING MATERIALS APPROVED
BY MANUFACTURERS OF FIRESTOPPING PRODUCTS AND OR ASSEMBLIES IN WHICH
OPENINGS AND JOINTS OCCUR.
B. PROTECT FIRESTOPPING DURING AND AFTER CURING PERIOD FROM CONTACT WITH
CONTAMINATING SUBSTANCES.
END OF SECTION
SECTION 07 9200 - JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY:
A. DEFINITIONS:
1. JOINT SEALANT COMPOUND: A MATERIAL USED IN FILLING JOINTS AND SEAMS,
HAVING PROPERTIES OF ADHESION AND COHESION; NOT REQUIRED TO HAVE
EXTENSIBILITY AND RECOVERY PROPERTIES, GENERALLY FOR APPLICATION IN
INTERIOR JOINTS NOT SUBJECT TO MOVEMENT.
2. CAULK: THE PROCESS OF FILLING JOINTS, WITHOUT REGARD TO TYPE OF
MATERIAL.
3. JOINT FAILURE: A CAULKED JOINT EXHIBITING ONE OR MORE OF THE FOLLOWING
CHARACTERISTICS:
A. AIR AND/OR WATER LEAKAGE.
B. MIGRATION AND/OR REVERSION.
C. LOSS OF ADHESION.
D. LOSS OF COHESION.
E. FAILURE TO CURE.
F. DISCOLORATION.
G. STAINING OF ADJACENT WORK.
H. DEVELOPMENT OF BUBBLES, AIR POCKETS OR VOIDS.
1.2 ACTION SUBMITTALS:
A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DESCRIPTION, INDICATING
CONFORMANCE WITH SPECIFIED REQUIREMENTS AND INSTALLATION INSTRUCTIONS
FOR EACH TYPE OF SEALANT. INDICATE PREPARATION AND PRIMING REQUIREMENTS
FOR EACH SUBSTRATE CONDITION.
B. COLOR SAMPLES:
1. SAMPLES FOR INITIAL INSPECTION: SAMPLES SHALL BE ACTUAL MATERIALS
OR LITERATURE DEPICTING ACTUAL COLORS OF STANDARD COLOR MATERIALS
SHOWING FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT EXPOSED
TO VIEW.
2. SUBMIT SAMPLES OF CUSTOM COLOR SEALANT MATERIALS MATCHING COLOR
SAMPLE PROVIDED BY ARCHITECT.
3. SAMPLES FOR VERIFICATION: FOR EACH KIND AND COLOR OF JOINT SEALANT
REQUIRED, PROVIDE SAMPLES WITH JOINT SEALANTS IN 1/2" WIDE JOINTS
FORMED BETWEEN TWO 6" LONG STRIPS OF MATERIAL MATCHING
APPEARANCE OF EXPOSED SURFACES ADJACENT TO JOINT SEALANTS.
1.3 INFORMATIONAL SUBMITTALS:
A. ADHESION COMPATIBILITY TEST RESULTS: SUBMIT A LETTER FROM SEALANT
MANUFACTURER INDICATING ADHESION AND COMPATIBILITY TESTING HAS BEEN
PERFORMED AND THAT MATERIALS ARE COMPATIBLE AND THAT ADHESION IS
ACCEPTABLE. INDICATE REQUIREMENTS FOR PRIMERS OR SPECIAL PREPARATION.
B. SUBSTRATE STAINING TEST RESULTS: SUBMIT A LETTER FROM SEALANT
MANUFACTURER INDICATING THAT SUBSTRATE STAIN TESTING HAS BEEN PERFORMED
ON ACTUAL SAMPLES OF SUBSTRATES INDICATED TO RECEIVE JOINT SEALANT AND
THAT SEALANT WAS FOUND TO BE NON-STAINING TO SUBSTRATE. INDICATE
REQUIREMENTS FOR PRIMERS OR SPECIAL PREPARATION TO MEET NON-STAINING
REQUIREMENTS.
C. JOINT SEALANT SCHEDULE: INCLUDE THE FOLLOWING INFORMATION:
1. JOINT-SEALANT APPLICATION, JOINT LOCATION, AND DESIGNATION.
2. JOINT-SEALANT MANUFACTURER AND PRODUCT NAME.
3. JOINT-SEALANT FORMULATION.
4. JOINT-SEALANT COLOR.
1.4 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS AS REFERENCED HEREIN:
1. ASTM INTERNATIONAL (ASTM).
2. UNITED STATES DEPARTMENT OF AGRICULTURE (USDA).
B. ADHESION COMPATIBILITY TESTS: PERFORM TESTS ON ACTUAL SAMPLES OF
ALUMINUM FRAMING SYSTEM COMPONENTS, TO DETERMINE THAT MATERIALS ARE
COMPATIBLE AND THAT ADHESION IS ACCEPTABLE. IDENTIFY REQUIREMENTS FOR
PRIMERS OR SPECIAL PREPARATION.
C. SUBSTRATE STAINING TEST RESULTS: PERFORM TEST ON ACTUAL SAMPLES OF
STONE VENEER TO RECEIVE JOINT SEALANT TO DETERMINE THAT SEALANT IS
NON-STAINING TO SUBSTRATE. IDENTIFY REQUIREMENTS FOR PRIMERS OR SPECIAL
PREPARATION TO MEET NON-STAINING REQUIREMENTS.
1. TEST POROUS SUBSTANCES IN ACCORD WITH ASTM C1248-08(2012).
2. TEST NON-POROUS SUBSTRATES IN ACCORD WITH ASTM D2203-01(2011).
D. VOC CONTENT OF INTERIOR SEALANTS: SEALANTS AND SEALANT PRIMERS USED
INSIDE THE WEATHERPROOFING SYSTEM SHALL HAVE A VOC CONTENT LESS THAN
THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATING, RULES IN EFFECT
JANUARY 1, 2004.
E. ARCHITECT RESERVES THE RIGHT TO REJECT WORK NOT IN CONFORMANCE WITH
SELECTED COLORS, BASED UPON SAMPLES SUBMITTED.
1.5 PROJECT/ SITE CONDITIONS:
A. PROTECTION OF ADJACENT SURFACES:
1. PROTECT BY APPLYING MASKING MATERIAL OR MANIPULATING APPLICATION
EQUIPMENT TO KEEP MATERIALS IN JOINT. IF MASKING MATERIALS ARE
USED, ALLOW NO TAPE TO TOUCH CLEANED SURFACES TO RECEIVE SEALANT.
REMOVE TAPE IMMEDIATELY AFTER CAULKING, BEFORE SURFACE SKIN
BEGINS TO FORM.
2. REMOVE MISAPPLIED MATERIALS FROM SURFACES BY USING SOLVENTS
AND METHODS RECOMMENDED BY MANUFACTURER.
3. AT SURFACES FROM WHICH MATERIALS HAVE BEEN REMOVED, RESTORE
TO ORIGINAL CONDITION AND APPEARANCE.
1.6 WARRANTIES:
A. INSTALLER'S WARRANTY: WARRANT WORK TO BE FREE FROM DEFECTS IN MATERIALS
AND WORKMANSHIP, INCLUDING JOINT FAILURE, FOR A PERIOD OF TWO YEARS.
B. WARRANTIES SHALL BEGIN AT DATE OF SUBSTANTIAL COMPLETION.
PART 2 - PRODUCTS
2.1 ONE-PART, NON-SAG POLYURETHANE SEALANT:
A. ACCEPTABLE PRODUCTS:
1. BASF BUILDING PRODUCTS, SONOLASTIC NP-1.
2. PECORA CORP., DYNATROL I-XL.
3. TREMCO, INC., AN RPM COMPANY, VULKEM 116
4. TREMCO, INC., AN RPM COMPANY, DYMONIC.
B. CHARACTERISTICS:
1. TYPE: ONE-PART, NON-SAG POLYURETHANE-BASED SEALANT; MEETING
ASTM C920-11, TYPE S, GRADE NS, CLASS 25, FOR USE NT.
2. COLORS: COLORS AS SELECTED BY ARCHITECT.
2.2 SILICONE BATH SEALANT FOR WET AREAS:
A. ACCEPTABLE PRODUCTS:
1. BASF BUILDING SYSTEMS, OMNIPLUS.
2. DOW CORNING CORP., 786 MILDEW-RESISTANT SILICONE SEALANT.
3. FRANKLIN INTERNATIONAL, TITEBOND KITCHEN & BATH SEALANT.
4. GE ADVANCED MATERIALS, SANITARY SCS1700.
5. PECORA CORP., #898NST SILICONE SANITARY SEALANT.
B. CHARACTERISTICS:
1. TYPE: ONE-PART SILICON RUBBER, MILDEW- AND STAIN-RESISTANT, ACID-
CURING SILICONE SEALANT; MEETING ASTM C920-11, TYPE S, GRADE NS,
CLASS 25, FOR USE NT.
2. COLOR: CLEAR, WHITE OR OFF-WHITE, AS SELECTED BY ARCHITECT.
2.3 TWO-PART POLYURETHANE SEALANT FOR HORIZONTAL TRAFFIC-BEARING PAVEMENTS:
A. ACCEPTABLE PRODUCTS:
1. BASF BUILDING SYSTEMS, SONOLASTIC SL 2.
2. PECORA CORP., UREXPAN NR-200.
3. TREMCO, INC., AN RPM COMPANY, 45 SSL.
B. CHARACTERISTICS:
1. TYPE: TWO-COMPONENT POLYURETHANE SEALANT FOR HORIZONTAL
TRAFFIC-BEARING SURFACES MEETING ASTM C920-11, TYPE M, GRADE P
OR NS, MINIMUM CLASS 25, FOR USE T; SELF-LEVELING FOR FLAT SURFACES
AND NON-SAG FOR SLOPED SURFACES.
2. COLORS: COLORS AS SELECTED BY ARCHITECT.
2.4 SOLVENT-RELEASE-CURING ACRYLIC SEALANT:
A. ACCEPTABLE PRODUCTS:
1. FRANKLIN INTERNATIONAL, TITEBOND PAINTERS PLUS CAULK.
2. SCHNEE-MOREHEAD, INC., ACRYL-R ACRYLIC SEALANT.
3. TREMCO, INC., AN RPM COMPANY, MONO 555.
B. CHARACTERISTICS:
1. TYPE: ONE-PART, ACRYLIC POLYMER SEALANT, MEETING ASTM C1311-11.
2. COLORS: STANDARD COLORS AS SELECTED BY ARCHITECT.
2.5 PAINTABLE ACRYLIC-LATEX JOINT SEALANT:
A. ACCEPTABLE PRODUCTS:
1. BASF BUILDING SYSTEMS, SONOLASTIC SONOLAC.
2. BOSTIK, CHEM-CALK 600.
3. FRANKLIN INTERNATIONAL, TITEBOND PAINTERS CAULK.
4. GE ADVANCED MATERIALS, RCS20.
5. PECORA CORP., AC-20 ACRYLIC LATEX.
6. TREMCO, INC., AN RPM COMPANY, TREMFLEX 834.
B. CHARACTERISTICS: FLEXIBLE, PAINTABLE, NON-STAINING, NON-BLEEDING ACRYLIC LATEX
OR SILICONIZED ACRYLIC EMULSION, MEETING ASTM C834-10, TYPE OP, GRADE NF.
2.6 ACCESSORY MATERIALS:
A. JOINT CLEANER: TYPE RECOMMENDED BY MATERIAL MANUFACTURER FOR
SUBSTRATES INDICATED.
B. JOINT PRIMER/SEALER: TYPE RECOMMENDED BY MATERIAL MANUFACTURER FOR
SUBSTRATES, CONDITIONS AND EXPOSURES INDICATED.
C. BOND BREAKER TAPE: PLASTIC TAPE APPLIED TO CONTACT SURFACES WHERE BOND
TO SUBSTRATE OR JOINT FILLER MUST BE AVOIDED FOR MATERIAL PERFORMANCE.
D. SEALANT BACKER ROD: COMPRESSIBLE ROD STOCK AS RECOMMENDED BY SEALANT
MANUFACTURER FOR COMPATIBILITY WITH SEALANT. PROVIDE SIZE AND SHAPE OF ROD
TO CONTROL JOINT DEPTH.
E. TOOLING AGENT: AGENT RECOMMENDED BY MATERIAL MANUFACTURER TO ENSURE
CONTACT OF MATERIAL WITH INNER JOINT FACES.
PART 3 - EXECUTION
3.1 JOB MOCK-UP:
A. PREPARE, CAULK AND FINISH ONE MOCK-UP SAMPLE OF EACH JOINT CONDITION.
B. SAMPLE JOINTS SHALL BE APPROVED BY ARCHITECT PRIOR TO BEGINNING WORK.
APPROVED, UNDAMAGED MOCK-UP JOINTS SHALL SERVE AS A STANDARD OF QUALITY
FOR THE REMAINDER OF THE WORK.
3.2 JOINT SURFACE PREPARATION:
A. CLEAN JOINTS OF DEBRIS AND PROJECTIONS INCLUDING SHIMS.
B. CLEAN JOINT SURFACES IMMEDIATELY BEFORE CAULKING JOINTS. REMOVE DIRT,
INSECURE COATINGS, MOISTURE AND OTHER SUBSTANCES WHICH WOULD INTERFERE
WITH BOND.
C. ROUGHEN JOINT SURFACES OF NON-POROUS MATERIALS, UNLESS MATERIAL
MANUFACTURER'S PRODUCT DATA INDICATES EQUAL BOND STRENGTH AS POROUS
SURFACES. RUB WITH FINE ABRASIVE CLOTH OR WOOL TO PRODUCE DULL SHEEN.
3.3 APPLICATION:
A. COMPLY WITH JOINT SEALANT MATERIAL MANUFACTURER'S PRODUCT DATA AND ASTM
C1193-09 EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.
B. PRIME JOINT SURFCES WHERE RECOMMENDED BY MATERIAL MANUFACTURER. DO
NOT ALLOW PRIMER/SEALER TO SPILL OR MIGRATE ONTO ADJACENT SURFACES.
C. INSTALL BACKER ROD FOR JOINT SEALANT MATERIALS, EXCEPT WHERE RECOMMENDED
BY MATERIAL MANUFACTURER TO BE OMITTED FOR APPLICATION INDICATED.
1. PLACE BACKER ROD TO MAINTAIN RECOMMENDED SEALANT THICKNESS AND
PROFILE.
2. PLACE ROD AT DEPTH TO PROVIDE SEALANT MANUFACTURER'S
RECOMMENDED SEALANT DEPTH.
3. DO NOT TWIST ROD DURING INSTALLATION.
4. PLACE ROD TO MINIMIZE POSSIBILITY OF EXTRUSION WHEN JOINT IS
COMPRESSED.
5. INSTALL BOND BREAKER TAPE IN LIEU OF BACKER ROD FOR SHALLOW, CLOSED
JOINTS AND AS RECOMMENDED BY MANUFACTURER'S PRODUCT DATA.
D. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE THAT MATERIALS ARE
DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS,
WITH COMPLETE WETTING OF JOINT BOND SURFACES. WHERE HORIZONTAL JOINTS
ARE BETWEEN A HORIZONTAL SURFACE AND A VERTICAL SURFACE, FILL JOINT TO FORM
SLIGHT COVE SO THAT JOINT WILL NOT TRAP MOISTURE AND DEBRIS.
E. DO NOT ALLOW MATERIALS TO OVERFLOW ONTO ADJACENT SURFACES. PREVENT
STAINING OF ADJACENT SURFACES.
F. REMOVE EXCESS AND MISPLACED MATERIALS AS WORK PROGRESSES. CLEAN THE
ADJOINING SURFACES TO REMOVE MISPLACED MATERIALS, WITHOUT DAMAGE TO
ADJACENT SURFACES OR FINISHES.
G. INTERIOR JOINTS: AT INTERIOR JOINTS AND SEAMS AT ABUTTING AND ADJACENT
MATERIALS, RECESS JOINT SEALANT 3/16" IN JOINTS WIDER THAN 1/4". AT JOINTS 1/4"
OR LESS IN WIDTH, TOOL JOINT SEALANT FLUSH.
H. TOOL JOINTS OF NON-SAG SEALANT TO CONCAVE PROFILE AND SMOOTH, UNIFORM
SURFACE, FLUSH WITH EDGES OF SUBSTRATE. MAINTAIN SEALANT DEPTH-TO-WIDTH
RATIO IN ACCORD WITH MANUFACTURER'S PRODUCT DATA.
I. CURE JOINT SEALANTS IN ACCORD WITH MANUFACTURER'S PRODUCT DATA TO OBTAIN
HIGH EARLY BOND STRENGTH, INTERNAL COHESIVE STRENGTH AND SURFACE
DURABILITY. PROTECT UNCURED SURFACES FROM CONTAMINATION AND PHYSICAL
DAMAGE.
3.4 JOINT SEALANT SCHEDULE:
A. INTERIOR JOINTS AT PERIMETER OF WINDOWS AND OF HOLLOW METAL FRAMING:
ONE-PART, NON-SAG POLYURETHANE SEALANT.
B. INTERIOR CONCEALED BEDDING JOINTS AND THRESHOLDS: SOLVENT-RELEASE-CURING
ACRYLIC SEALANT.
C. INTERIOR HORIZONTAL TRAFFIC-BEARING JOINTS, EXCLUDING TILE FLOOR JOINTS:
TWO-PART POLYURETHANE SEALANT.
D. FIRESTOPPED JOINTS: FIRESTOP SEALANT AS SPECIFIED IN FIRESTOPPING SECTION.
E. TYPICAL INTERIOR JOINTS AND SEAMS AT ABUTTING AND ADJACENT MATERIALS
EXCEPT AS SPECIFIED HEREIN: PAINTABLE ACRYLIC-LATEX JOINT SEALANT.
F. INTERIOR JOINTS IN CONJUNCTION WITH FIXTURES AND TILE FINISHES: SILICONE
BATH SEALANT.
END OF SECTION
SECTION 08 1416 - FLUSH WOOD DOORS
PART 1 - GENERAL
1.01 SUMMARY
A. SECTION INCLUDES:
1. WOOD DOORS.
B. RELATED REQUIREMENTS:
1. DIVISION 01 - GENERAL REQUIREMENTS.
2. SECTION 09 9000 - PAINTING AND COATING.
1.02 DESIGN REQUIREMENTS
A. DRAWINGS INDICATE SIZES, LOCATIONS AND GENERAL DETAILS OF WOOD DOOR
CONSTRUCTION AND INSTALLATION.
B. REGULATORY REQUIREMENTS:
1. FIRE RATED DOORS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING
AND CERTIFICATION AGENCY IN ACCORDANCE WITH LOCAL BUILDING CODES
AND ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION. THE LISTED
DOORS SHALL MEET OR EXCEED THE REQUIREMENTS OF UL10B, NFPA 252 AND
NFPA 80. ALL DOOR REQUIRING FIRE-RATING SHALL CARRY EITHER A UL OR
ITS (INTERTEK TESTING SERVICES-WARNOCK HERSEY) LABEL.
2. ASTM E2074 – STANDARD TEST METHOD FOR FIRE TESTS OF DOOR
ASSEMBLIES, INCLUDING POSITIVE PRESSURE ON SIDE-HINGED AND PIVOTED
SWINGING DOOR ASSEMBLIES.
1.03 SUBMITTALS
A. SHOP DRAWINGS: SUBMIT SCHEDULES, PLANS, ELEVATIONS AND DETAILS INDICATING
DOOR CONSTRUCTION DETAILS, OPENING IDENTIFICATION SYMBOLS, SIZES, DOOR
TYPE AND GRADE, FIRE CLASSIFICATION, SWING, LIGHT AND LOUVER CUTOUT SIZE
AND LOCATIONS, AND UNDERCUTS.
B. PRODUCT DATA: SUBMIT MANUFACTURERS TECHNICAL DATA FOR EACH SPECIFIED
DOOR TYPE, INCLUDING DETAILS OF WOOD SPECIES, DESIGN AND CONSTRUCTION,
FACTORY FINISHING SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.
C. COLOR/FINISH SAMPLES: SUBMIT SAMPLES OF NOT LESS THAN 4-INCH BY 6-INCH ON
REPRESENTATIVE DOOR FINISH AND SAMPLES OF 3-INCH BY 8-INCH FOR THE EXPOSED
EDGES. EACH SAMPLE SHALL BEAR A LABEL IDENTIFYING THE JOB NAME, ARCHITECT,
CONTRACTOR AND THE WOODWORK INSITUTE FINISH SYSTEM NUMBER.
1.04 QUALITY ASSURANCE
A. WOOD DOORS CONSTRUCTION, MANUFACTURE, AND FABRICATION SHALL CONFORM TO
ANSI/WDMA I.S. 1-A, CUSTOM GRADE, EXTRA HEAVY DUTY GRADE INCLUDING THE
LATEST REVISIONS, AND SPECIAL REQUIREMENTS SPECIFIED.
B. DOORS SHALL BE FABRICATED, HARDWARE FACTORY FITTED AND MACHINED, AND
FACTORY FINISHED, UNLESS NOTED OTHERWISE.
C. WOOD DOOR FINISHES SHALL COMPLY WITH THE ARCHITECTURAL WOODWORK
INSTITUTE STANDARDS.
D. DOORS SHALL BE PRODUCTS OF ONE MANUFACTURER.
E. DOOR MODIFICATIONS ARE NOT PERMITTED, UNLESS REVIEWED BY THE ARCHITECT OF
RECORD.
1.05 DELIVERY, STORAGE AND HANDLING
A. DELIVER MATERIALS IN MANUFACTURERS ORIGINAL, UNOPENED, UNDAMAGED
CONTAINERS WITH IDENTIFICATION LABELS INTACT.
B. DELIVER DOORS TO THE PROJECT SITE ONLY AFTER BUILDING HAS BEEN PROVIDED
WITH DESIGN TEMPERATURE AND HUMIDITY.
C. STORE AND HANDLE IN ACCORDANCE WITH ANSI/WDMA I.S.1-A. STORE DOORS
PROTECTED FROM EXPOSURE TO HARMFUL CONDITIONS AND AT TEMPERATURE AND
HUMIDITY CONDITIONS RECOMMENDED BY THE MANUFACTURER.
1.06 PROJECT CONDITIONS
A. DO NOT INSTALL DOORS UNTIL BUILDING IS ENCLOSED AND AMBIENT CONDITIONS ARE
WITHIN THE TEMPERATURE AND HUMIDITY RANGE RECOMMENDED BY DOOR
MANUFACTURER.
1.07 WARRANTY
A. MANUFACTURER SHALL PROVIDE A LIFE TIME MATERIAL WARRANTY FOR INTERIOR
DOORS.
B. INSTALLER SHALL PROVIDE A TWO YEAR FABRICATION AND INSTALLATION WARRANTY
FOR ALL DOORS.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. PROVIDE PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING:
1. ALGOMA HARDWOOD INC.
2. MARSHFIELD DOOR SYSTEMS.
3. EGGERS INDUSTRIES.
4. OR EQUAL.
2.02 DOOR CONSTRUCTION
A. LAMINATED, SHIELDED CORE, WXR&20PP, 20&MIN.
1. THICKNESS: 1-3/4 INCH.
A. CLEAR FINISH:
1) GRADE: PREMIUM.
2) FACE: PLAIN SLICED WHITE MAPLE.
2. CROSSBANDS: HARDWOOD VENEER OR ENGINEERED HIGH DENSITY
FIBERBOARD, 1/16 INCH THICK.
3. SIDE EDGES: 3/4 INCH, VENEER TO MATCH FACE VENEER, BONDED TO CORE.
FACTORY INSTALL CONCEALED INTUMESCENT SEALS PER UL 10C FOR
POSITIVE PRESSURE FIRE DOORS.
4. TOP AND BOTTOM EDGES: 1&1/8 INCH, BONDED TO CORE. FACTORY INSTALL
INTUMESCENT SEALS AT TOP RAIL PER UL 10C FOR POSITIVE PRESSURE FIRE
DOORS.
5. FACE ASSEMBLY ADHESIVE: TYPE I, WATERPROOF.
6. CORE ASSEMBLY ADHESIVE: TYPE II, WATER&RESISTANT.
7. CORE: BONDED LOW DENSITY STAVED WOOD.
8. MOISTURE STRIPPING: NOT APPLICABLE.
9. SHIELDING: SHEET LEAD BONDED ONE SIDE OR TWO SIDES TO CROSSBAND,
THICKNESS TO CONFORM TO SHIELDING REQUIREMENTS OF WALL IN WHICH
DOOR IS INSTALLED.
10. BLOCKING FOR HARDWARE: FLAME RESISTANT, 6 INCH TOP EDGE FOR
CLOSERS, 5.5 INCHES FOR BOTTOM HARDWARE OR AUTOMATIC CLOSERS
WHERE APPLICABLE, 5 X 18 INCH LOCK BLOCKS, 5.5 INCH CROSS BLOCKING
FOR PANIC HARDWARE, 5 X 12 INCH FOR FLOOR CLOSERS OR PIVOT HINGES
WHERE APPLICABLE.
11. ALGOMA HARDWOODS, INC.'S "ALGOMA GRADE LEAD LINED DOOR, FD 1/3
HOUR"; MARSHFIELD DOOR SYSTEMS, INC.'S "X-RAY DOOR WXR-20"; EGGERS
INDUSTRIES, "LEAD SHIELD DOOR & 20 MINUTE FIRE DOOR.
2.03 FABRICATION
A. FABRICATE FIRE&RATED DOORS IN ACCORDANCE WITH WI QUALITY STANDARDS AND
WDMAI.S.1 & A & LATEST EDITION AND TO UL OR WH REQUIREMENTS. ATTACH
PERMANENT METAL
FIRE & RATING LABEL TO DOOR EDGE, EITHER ON HINGE STILE OR TOP EDGE.
B. PRE & MACHINE DOORS AT FACTORY FOR FINISH HARDWARE. CUTOUTS FOR
HARDWARE IN DOORS HAVING A FIRE RATING OF 20 MINUTES OR MORE SHALL BE
ACCOMPLISHED AT THE FACTORY BEFORE LABELS ARE AFFIXED. PREPARATION SHALL
BE PERFORMED IN ACCORDANCE WITH MANUFACTURER’S INSPECTION SERVICE
PROCEDURE AND UNDER LABEL SERVICE.
C. VENEER: FACE VENEER GRAIN SHALL RUN VERTICALLY; CROSSBAND VENEER RUN
HORIZONTALLY.
2.04 FACTORY FINISH
A. FACTORY FINISH: PREMIUM FINISH, MEET OR EXCEED PERFORMANCE STANDARDS OF
WI SYSTEM CATALYZED POLYURETHANE. FACTORY & FINISHED DOORS SHALL BE
INSTALLED JUST PRIOR TO SUBSTANTIAL COMPLETION.
1. CLEAR FINISH: WI SYSTEM 5, CATALYZED POLYURETHANE.
PART 3 - EXECUTION
3.1 EXAMINATION
A. VERIFY THAT OPENINGS ARE READY TO RECEIVE WORK AND FIELD MEASUREMENTS
ARE AS INDICATED ON SHOP DRAWINGS.
B. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF EXISTING CONDITIONS.
C. PRODUCT SCHEDULE: FOR HOLLOW-METAL DOORS AND FRAMES, PREPARED BY OR
UNDER THE SUPERVISION OF SUPPLIER, USING SAME REFERENCE NUMBERS FOR
DETAILS AND OPENINGS AS THOSE ON DRAWINGS. COORDINATE WITH FINAL DOOR
HARDWARE SCHEDULE.
1.7 INFORMATIONAL SUBMITTALS
A. PRODUCT TEST REPORTS: FOR EACH TYPE OF HOLLOW-METAL DOOR AND FRAME
ASSEMBLY, FOR TESTS PERFORMED BY A QUALIFIED TESTING AGENCY.
B. OVERSIZE CONSTRUCTION CERTIFICATION: FOR ASSEMBLIES REQUIRED TO BE
FIRE-RATED AND EXCEEDING LIMITATIONS OF LABELED ASSEMBLIES.
1.8 DELIVERY, STORAGE, AND HANDLING
A. DELIVER HOLLOW-METAL DOORS AND FRAMES PALLETIZED, PACKAGED, OR CRATED TO
PROVIDE PROTECTION DURING TRANSIT AND PROJECT-SITE STORAGE. DO NOT USE
NONVENTED PLASTIC.
1. PROVIDE ADDITIONAL PROTECTION TO PREVENT DAMAGE TO
FACTORY-FINISHED UNITS.
B. DELIVER WELDED FRAMES WITH TWO REMOVABLE SPREADER BARS ACROSS BOTTOM
OF FRAMES, TACK WELDED TO JAMBS AND MULLIONS.
C. STORE HOLLOW-METAL DOORS AND FRAMES VERTICALLY UNDER COVER AT PROJECT
SITE WITH HEAD UP. PLACE ON MINIMUM 4-INCH- HIGH WOOD BLOCKING. PROVIDE
MINIMUM 1/4-INCH SPACE BETWEEN EACH STACKED DOOR TO PERMIT AIR CIRCULATION.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE
PRODUCTS BY ONE OF THE FOLLOWING:
1. CECO DOOR; ASSA ABLOY.
2. CURRIES COMPANY; ASSA ABLOY.
3. REPUBLIC DOORS AND FRAMES.
4. OR APPROVED EQUAL
B. SOURCE LIMITATIONS: OBTAIN HOLLOW-METAL DOOR AND FRAMES FROM SINGLE
SOURCE FROM SINGLE MANUFACTURER.
2.2 PERFORMANCE REQUIREMENTS
A. FIRE-RATED ASSEMBLIES: COMPLYING WITH NFPA 80 AND LISTED AND LABELED BY A
QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR
FIRE-PROTECTION RATINGS AND TEMPERATURE-RISE LIMITS INDICATED, BASED ON
TESTING AT POSITIVE PRESSURE ACCORDING TO NFPA 252 OR UL 10C.
1. SMOKE- AND DRAFT-CONTROL ASSEMBLIES: PROVIDE ASSEMBLIES WITH
GASKETS LISTED AND LABELED FOR SMOKE AND DRAFT CONTROL BY A
QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION, BASED ON TESTING ACCORDING TO UL 1784 AND INSTALLED
IN COMPLIANCE WITH NFPA 105.
B. FIRE-RATED, BORROWED-LITE ASSEMBLIES: COMPLYING WITH NFPA 80 AND LISTED
AND LABELED BY A QUALIFIED TESTING AGENCY ACCEPTABLE TO AUTHORITIES
HAVING JURISDICTION, FOR FIRE-PROTECTION RATINGS INDICATED, BASED ON
TESTING ACCORDING TO NFPA 257 OR UL 9.
2.3 INTERIOR STANDARD STEEL DOORS AND FRAMES
A. CONSTRUCT HOLLOW-METAL DOORS AND FRAMES TO COMPLY WITH STANDARDS
INDICATED FOR MATERIALS, FABRICATION, HARDWARE LOCATIONS, HARDWARE
REINFORCEMENT, TOLERANCES, AND CLEARANCES, AND AS SPECIFIED.
B. HEAVY-DUTY DOORS AND FRAMES: SDI A250.8, LEVEL 2; SDI A250.4, LEVEL B PROVIDE
AT ALL SCHEDULED INTERIOR DOOR LOCATIONS EXCEPT STAIRWELLS.
1. DOORS:
A. TYPE: AS INDICATED IN THE DOOR SCHEDULE.
B. THICKNESS: AS INDICATED IN THE DOOR SCHEDULE.
C. FACE: AS INDICATED IN THE DOOR SCHEDULE.
D. EDGE CONSTRUCTION: MODEL 2, SEAMLESS.
E. EDGE BEVEL: PROVIDE MANUFACTURER'S STANDARD BEVELED OR
SQUARE EDGES.
F. CORE: MANUFACTURER'S STANDARD.
G. FIRE-RATED CORE: MANUFACTURER'S STANDARD CORE FOR
FIRE-RATED AND TEMPERATURE-RISE-RATED DOORS.
2. FRAMES:
A. MATERIALS: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF
0.059 INCH.
B. SIDELITE AND TRANSOM FRAMES: FABRICATED FROM SAME
THICKNESS MATERIAL AS ADJACENT DOOR FRAME.
C. CONSTRUCTION: FULL PROFILE WELDED.
3. EXPOSED FINISH: PRIME.
2.4 FRAME ANCHORS
A. JAMB ANCHORS:
1. TYPE: ANCHORS OF MINIMUM SIZE AND TYPE REQUIRED BY APPLICABLE
DOOR AND FRAME STANDARD, AND SUITABLE FOR PERFORMANCE LEVEL
INDICATED.
2. QUANTITY: MINIMUM OF THREE ANCHORS PER JAMB, WITH ONE ADDITIONAL
ANCHOR FOR FRAMES WITH NO FLOOR ANCHOR. PROVIDE ONE ADDITIONAL
ANCHOR FOR EACH 24 INCHES OF FRAME HEIGHT ABOVE 7 FEET.
B. FLOOR ANCHORS: PROVIDE FLOOR ANCHORS FOR EACH JAMB AND MULLION THAT
EXTENDS TO FLOOR.
C. FLOOR ANCHORS FOR CONCRETE SLABS WITH UNDERLAYMENT: ADJUSTABLE-TYPE
ANCHORS WITH EXTENSION CLIPS, ALLOWING NOT LESS THAN 2-INCH HEIGHT
ADJUSTMENT. TERMINATE BOTTOM OF FRAMES AT TOP OF UNDERLAYMENT.
D. MATERIAL: ASTM A 879/A 879M, COMMERCIAL STEEL (CS), 04Z COATING DESIGNATION;
MILL PHOSPHATIZED.
1. FOR ANCHORS BUILT INTO EXTERIOR WALLS, STEEL SHEET COMPLYING WITH
ASTM A 1008/A 1008M OR ASTM A 1011/A 1011M; HOT-DIP GALVANIZED
ACCORDING TO ASTM A 153/A 153M, CLASS B.
2.5 MATERIALS
A. COLD-ROLLED STEEL SHEET: ASTM A 1008/A 1008M, COMMERCIAL STEEL (CS), TYPE B;
SUITABLE FOR EXPOSED APPLICATIONS.
B. HOT-ROLLED STEEL SHEET: ASTM A 1011/A 1011M, COMMERCIAL STEEL (CS), TYPE B;
FREE OF SCALE, PITTING, OR SURFACE DEFECTS; PICKLED AND OILED.
C. METALLIC-COATED STEEL SHEET: ASTM A 653/A 653M, COMMERCIAL STEEL (CS), TYPE B.
D. INSERTS, BOLTS, AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO
ASTM A 153/A 153M.
E. POWER-ACTUATED FASTENERS IN CONCRETE: FASTENER SYSTEM OF TYPE
SUITABLE FOR APPLICATION INDICATED, FABRICATED FROM CORROSION-RESISTANT
MATERIALS, WITH CLIPS OR OTHER ACCESSORY DEVICES FOR ATTACHING
HOLLOW-METAL FRAMES OF TYPE INDICATED.
F. MINERAL-FIBER INSULATION: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE
FACING); CONSISTING OF FIBERS MANUFACTURED FROM SLAG OR ROCK WOOL;
WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50,
RESPECTIVELY; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS.
G. GLAZING: COMPLY WITH REQUIREMENTS IN SECTION 088000 "GLAZING."
H. DOOR SILENCERS: 1/2 INCH DIAMETER TAMPER-PROOF GREY RUBBER CONE-SHAPED
PLUGS.
2.6 FABRICATION
A. HOLLOW-METAL FRAMES: FABRICATE IN ONE PIECE EXCEPT WHERE HANDLING AND
SHIPPING LIMITATIONS REQUIRE MULTIPLE SECTIONS. WHERE FRAMES ARE
FABRICATED IN SECTIONS, PROVIDE ALIGNMENT PLATES OR ANGLES AT EACH
JOINT, FABRICATED OF METAL OF SAME OR GREATER THICKNESS AS FRAMES.
1. PROVIDE COUNTERSUNK, FLAT- OR OVAL-HEAD EXPOSED SCREWS AND BOLTS
FOR EXPOSED FASTENERS UNLESS OTHERWISE INDICATED.
2. DOOR SILENCERS: EXCEPT ON WEATHER-STRIPPED FRAMES, DRILL STOPS
TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING
CONSTRUCTION.
A. SINGLE-DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE
THREE DOOR SILENCERS.
B. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW-METAL DOORS AND FRAMES
TO RECEIVE TEMPLATED CYLINDRICAL HARDWARE, AND ELECTRICAL WIRING; INCLUDE
CUTOUTS, REINFORCEMENT, DRILLING, AND TAPPING ACCORDING TO
SDI A250.6, THE DOOR HARDWARE SCHEDULE, AND TEMPLATES.
1. REINFORCE DOORS AND FRAMES TO RECEIVE NONTEMPLATED, CYLINDRICAL,
AND SURFACE-MOUNTED DOOR HARDWARE.
2. COMPLY WITH BHMA A156.115 FOR PREPARING HOLLOW-METAL DOORS AND
FRAMES FOR HARDWARE.
2.7 STEEL FINISHES
A. PRIME FINISH: CLEAN, PRETREAT, AND APPLY MANUFACTURER'S STANDARD PRIMER.
1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST-CURING, LEAD- AND
CHROMATE-FREE PRIMER COMPLYING WITH SDI A250.10; RECOMMENDED
BY PRIMER MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITH
SUBSTRATE AND FIELD-APPLIED COATINGS DESPITE PROLONGED EXPOSURE.
PART 3 - EXECUTION
3.1 PREPARATION
A. REMOVE WELDED-IN SHIPPING SPREADERS INSTALLED AT FACTORY. RESTORE
EXPOSED FINISH BY GRINDING, FILLING, AND DRESSING, AS REQUIRED TO MAKE
REPAIRED AREA SMOOTH, FLUSH, AND INVISIBLE ON EXPOSED FACES. TOUCH UP
FACTORY-APPLIED FINISHES WHERE SPREADERS ARE REMOVED.
B. DRILL AND TAP DOORS AND FRAMES TO RECEIVE NONTEMPLATED, CYLINDRICAL,
AND SURFACE-MOUNTED DOOR HARDWARE.
3.2 INSTALLATION
A. GENERAL: INSTALL HOLLOW-METAL DOORS AND FRAMES PLUMB, RIGID, PROPERLY
ALIGNED, AND SECURELY FASTENED IN PLACE. COMPLY WITH APPROVED SHOP
DRAWINGS AND WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
B. HOLLOW-METAL FRAMES: COMPLY WITH SDI A250.11OR NAAMM-HMMA 840.
1. SET FRAMES ACCURATELY IN POSITION; PLUMBED, ALIGNED, AND BRACED
SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL
CONSTRUCTION IS COMPLETE, REMOVE TEMPORARY BRACES WITHOUT
DAMAGE TO COMPLETED WORK.
A. WHERE FRAMES ARE FABRICATED IN SECTIONS, FIELD SPLICE AT
APPROVED LOCATIONS BY WELDING FACE JOINT CONTINUOUSLY;
GRIND, FILL, DRESS, AND MAKE SPLICE SMOOTH, FLUSH, AND
INVISIBLE ON EXPOSED FACES. TOUCH-UP FINISHES.
B. INSTALL FRAMES WITH REMOVABLE STOPS LOCATED ON
SECURE SIDE OF OPENING.
2. FLOOR ANCHORS: SECURE WITH POSTINSTALLED ANCHORS.
A. FLOOR ANCHORS MAY BE SET WITH POWER-ACTUATED FASTENERS
INSTEAD OF POSTINSTALLED EXPANSION ANCHORS IF SO
INDICATED AND APPROVED ON SHOP DRAWINGS.
3. SOLIDLY PACK MINERAL-FIBER INSULATION INSIDE FRAMES.
4. INSTALLATION TOLERANCES: ADJUST HOLLOW-METAL FRAMES TO THE
FOLLOWING TOLERANCES:
A. SQUARENESS: PLUS OR MINUS 1/16 INCH, MEASURED AT DOOR
RABBET ON A LINE 90 DEGREES FROM JAMB PERPENDICULAR
TO FRAME HEAD.
B. ALIGNMENT: PLUS OR MINUS 1/16 INCH, MEASURED AT JAMBS ON A
HORIZONTAL LINE PARALLEL TO PLANE OF WALL.
C. TWIST: PLUS OR MINUS 1/16 INCH, MEASURED AT OPPOSITE FACE
CORNERS OF JAMBS ON PARALLEL LINES, AND PERPENDICULAR
TO PLANE OF WALL.
D. PLUMBNESS: PLUS OR MINUS 1/16 INCH, MEASURED AT
JAMBS AT FLOOR.
C. HOLLOW-METAL DOORS: FIT AND ADJUST HOLLOW-METAL DOORS ACCURATELY IN
FRAMES, WITHIN CLEARANCES SPECIFIED BELOW.
1. NON-FIRE-RATED STEEL DOORS: COMPLY WITH SDI A250.8 OR NAAMM-HMMA
841 AND NAAMM-HMMA GUIDE SPECIFICATION INDICATED.
D. GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN SECTION 088000
"GLAZING" AND WITH HOLLOW-METAL MANUFACTURER'S WRITTEN INSTRUCTIONS.
3.3 CLEANING AND TOUCHUP
A. PRIME-COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR
DAMAGED AREAS OF PRIME COAT AND APPLY TOUCHUP OF COMPATIBLE AIR-DRYING,
RUST-INHIBITIVE PRIMER.
B. TOUCHUP PAINTING: CLEANING AND TOUCHUP PAINTING OF ABRADED AREAS OF
PAINT ARE SPECIFIED IN PAINTING SECTIONS.
END OF SECTION
DIVISION 8 - OPENINGS
SECTION 08 1113 - HOLLOW METAL FRAMES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL
AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS,
APPLY TO THIS SECTION.
1.2 SUMMARY
A. SECTION INCLUDES:
1. INTERIOR STANDARD STEEL DOORS AND FRAMES.
1.3 DEFINITIONS
A. MINIMUM THICKNESS: MINIMUM THICKNESS OF BASE METAL WITHOUT COATINGS
ACCORDING TO NAAMM-HMMA 803 OR SDI A250.8.
1.4 COORDINATION
A. COORDINATE ANCHORAGE INSTALLATION FOR HOLLOW-METAL FRAMES. FURNISH
SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLING ANCHORAGES,
INCLUDING SLEEVES, CONCRETE INSERTS, ANCHOR BOLTS, AND ITEMS WITH
INTEGRAL ANCHORS. DELIVER SUCH ITEMS TO PROJECT SITE IN TIME FOR
INSTALLATION.
B. COORDINATE REQUIREMENTS FOR INSTALLATION OF DOOR HARDWARE, ELECTRIFIED
DOOR HARDWARE, AND ACCESS CONTROL AND SECURITY SYSTEMS.
1.5 PREINSTALLATION MEETINGS
A. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE.
1.6 ACTION SUBMITTALS
A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.
1. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE
DESCRIPTIONS, FIRE-RESISTANCE RATINGS, TEMPERATURE-RISE RATINGS,
AND FINISHES.
B. SHOP DRAWINGS: INCLUDE THE FOLLOWING:
1. ELEVATIONS OF EACH DOOR TYPE.
2. DETAILS OF DOORS, INCLUDING VERTICAL- AND HORIZONTAL-EDGE DETAILS
AND METAL THICKNESSES.
3. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILES
AND METAL THICKNESSES.
4. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE.
5. DETAILS OF EACH DIFFERENT WALL OPENING CONDITION.
6. DETAILS OF ELECTRICAL RACEWAY AND PREPARATION FOR ELECTRIFIED
HARDWARE, ACCESS CONTROL SYSTEMS, AND SECURITY SYSTEMS.
7. DETAILS OF ANCHORAGES, JOINTS, FIELD SPLICES, AND CONNECTIONS.
8. DETAILS OF ACCESSORIES.
9. DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING.
DIVISION 9 - FINISHES
SECTION 09 2900 - GYPSUM BOARD
PART 1 - GENERAL
1.1 SUMMARY:
A RELATED WORK:
1. ROUGH CARPENTRY.
2. FINISH CARPENTRY AND MILLWORK.
3. PAINTING AND COATING.
4. WALL COVERINGS.
5. ELECTRICAL.
1.2 ACTION SUBMITTALS:
A. PRODUCT DATA: INDICATE PRODUCT DESCRIPTION, INCLUDING COMPLIANCE WITH
SPECIFIED REQUIREMENTS AND INSTALLATION REQUIREMENTS. INCLUDE SPECIFIC
REQUIREMENTS FOR FIRE-RATED AND ACOUSTICALLY RATED PARTITIONS AND CEILING
ASSEMBLIES. MARK MANUFACTURER'S BROCHURES TO INCLUDE ONLY THOSE PRODUCTS
PROPOSED FOR USE. INCLUDE COMPLETE DETAILS OF SHAFTWALL SYSTEM. INCLUDE
DETAILS FOR SUPPLEMENTARY FIRE PROTECTION AT PENETRATIONS AND LOCATIONS OF
ACOUSTICAL SEALANT.
1.3 INFORMATIONAL SUBMITTALS:
A. STRUCTURAL DESIGN CALCULATIONS: SUBMIT FOR ARCHITECT'S INFORMATION ONLY.
INDICATE COMPLIANCE WITH SPECIFIED DESIGN CRITERIA. CALCULATIONS SHALL BEAR
THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA.
1.4 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING:
1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).
2. ASTM INTERNATIONAL (ASTM) AS REFERENCED HEREIN.
3. ASSOCIATION OF THE WALL AND CEILING INDUSTRIES - INTERNATIONAL (AWCI).
4. CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA).
5. GYPSUM ASSOCIATION (GA).
6. STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)
7. UNDERWRITERS LABORATORIES, INC. (UL)
8. INTERTEK TESTING SERVICES/WARNOCK HERSEY, INC. (WHI).
9. "RECOMMENDED SPECIFICATION, AWCI, CISCA AND PDCA.
10. PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA).
B. DESIGN CRITERIA:
1. SOUND RATING: CONSTRUCT DESIGNATED PARTITIONS IN ACCORD WITH
MANUFACTURER'S PRODUCT DATA, AS SUBMITTED, FOR OBTAINING SOUND
TRANSMISSION CLASS (STC) RATINGS AS INDICATED ON THE DRAWINGS, IN
ACCORD WITH ASTM E90-09.
2. FIRE-RESISTANCE: COMPLY WITH FIRE-RESISTANCE DESIGNS INDICATED ON
THE DRAWINGS. USE ONLY MANUFACTURERS AND TYPES OF MATERIALS AS
REQUIRED BY INDICATED DESIGNS. DESIGNS WITH TESTS BY OTHERTHAN
TESTING AGENCY LISTED MAY BE SUBMITTED FOR ARCHITECT'S ACCEPTANCE,
SUBJECT TO PRIOR ACCEPTANCE BY GOVERNING AUTHORITIES.
1.5 DELIVERY, STORAGE AND HANDLING:
A. DELIVERY: DELIVER MATERIALS IN ORIGINAL PACKAGES, CONTAINERS OR BUNDLES
BEARING BRAND NAME, APPLICABLE STANDARD DESIGNATION AND NAME OF
MANUFACTURER OR SUPPLIER.
B. STORAGE:
1. STACK GYPSUM BOARD INSIDE BUILDING, OFF FLOOR ON PALLETS OR SIMILAR
PLATFORMS PROVIDING CONTINUOUS SUPPORT FOR GYPSUM BOARD AND TO
PREVENT SAGGING. STACK GYPSUM BOARD FLAT AND SO THAT LONG LENGTHS
ARE NOT OVER SHORT LENGTHS.
2. PROTECT GYPSUM BOARD FROM DIRECT EXPOSURE TO RAIN, SUNLIGHT OR
OTHER EXCESSIVE WEATHER CONDITIONS.
3. DO NOT OVERLOAD FLOOR SYSTEMS.
1.6 PROJECT/SITE CONDITIONS:
A. ENVIRONMENTAL CONDITIONS:
1. DURING MECHANICAL APPLICATION OF GYPSUM BOARD, MAINTAIN ROOM
TEMPERATURE AT NOT LESS THAN 40 DEGREES F.
2. DURING ADHESIVE APPLICATION OF GYPSUM BOARD, JOINT TREATMENT,
TEXTURING, AND DECORATION, MAINTAIN ROOM TEMPERATURE NOT LESS
THAN
50 DEGREES F FOR 48 HOURS PRIOR TO APPLICATION AND CONTINUOUSLY
THEREAFTER UNTIL COMPLETELY DRY AND UNTIL PERMANENT HEATING
SYSTEM IS IN OPERATION OR BUILDING IS OCCUPIED.
B. VENTILATION:
1. PROVIDE VENTILATION DURING AND FOLLOWING ADHESIVE AND JOINT
TREATMENT APPLICATIONS, AND DRYING AND CURING PERIODS.
2. USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL
VENTILATION.
3. UNDER SLOW DRYING CONDITIONS, ALLOW ADDITIONAL DRYING TIME
BETWEEN
COATS OF JOINT TREATMENT.
4. PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT, DRY WEATHER.
C. WHEN RECOMMENDATIONS OF MANUFACTURER'S PRODUCT DATA EXCEED THE
ABOVE, COMPLY WITH REQUIREMENTS OF MANUFACTURER'S PRODUCT DATA.
PART 2 - PRODUCTS
2.1 FRAMING MEMBERS:
A. GYPSUM BOARD STUDS: MEETING REQUIREMENTS OF ASTM C645-11; CHANNEL TYPE,
ROLL-FORMED FROM DIP GALVANIZED STEEL COMPLYING WITH ASTM A1003-09 AND
WITH ASTM A653-11, G40 MINIMUM.
1. STUD SIZE: AS INDICATED ON DRAWINGS, EXCEPT MINIMUM 3-5/8" DEPTH
WHERE PARTITION IS INDICATED TO RECEIVE TILE CLADDING FINISH.
A. WALL: METAL STUDS, GALVANIZED STEEL.
B. SHAFT WALLS: "C-H" STUDS, HOT-DIPPED GALVANIZED, GAUGES AS
REQUIRED TO SUIT VARIOUS CLEAR-SPAN CONDITIONS.
C. "KING STUDS": INDICATED ON DRAWINGS.
2. STUD GAUGE: AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY
MANUFACTURER'S PRODUCT DATA FOR HEIGHTS AND CONDITIONS OF USE,
WITH MAXIMUM ALLOWABLE DEFLECTIONS AS FOLLOWS:
A. VERTICAL SHAFTS: L/120 AT 10 PSF.
B. ALL OTHER PARTITIONS: L/240 AT 5 PSF.
3. COMPLY WITH SUBMITTED DESIGN CALCULATIONS.
B. FLOOR AND CEILING RUNNERS: HOT DIP GALVANIZED STEEL, 1" DEEP, MINIMUM,
BY WIDTHS TO RECEIVE STUDS, SAME GAUGE AS STUDS. RUNNER TRACKS SHALL HAVE
SLOTTED HOLES FOR ATTACHMENT TO STRUCTURE AND STUDS, FOR SLIP JOINTS
WHERE REQUIRED BY MANUFACTURER'S PRODUCT DATA.
1. WALL: RUNNERS, GALVANIZED STEEL, SIZES AND SHAPES COMPATIBLE WITH
METAL STUD SYSTEM.
2. SHAFT WALL: STEEL "J" RUNNERS, GALVANIZED STEEL.
C. HEADER: BRADY CONSTRUCTION INNOVATIONS, INC., PRO-X HEADER, 54 MIL AND PRO-X
CLIP, 54 MIL.
2.2 GYPSUM BOARD:
A. REGULAR BOARD: MEETING ASTM C1396-11, THICKNESS INDICATED, TAPERED ROUNDED
EDGES.
B. FIRE-RETARDANT BOARD: MEETING ASTM C1396-11, TYPE X, THICKNESS INDICATED,
TAPERED ROUNDED EDGES.
C. INTERIOR CEILING BOARD: MEETING ASTM C1396-11, 5/8" THICKNESS, REGULAR GRADE,
TAPERED EGDES.
D. COREBOARD: MEETING ASTM C1396-11, 1" THICKNESS, SQUARE EDGES,
FIRE-RETARDANT BOARD.
E. MOLD AND MOISTURE RESISTANT BOARD: TREATED PAPER-FACED GYPSUM BOARD.
1. ACCEPTABLE PRODUCTS:
A. AMERICAN GYPSUM, M-BLOC.
B. NATIONAL GYPSUM, XP GYPSUM BOARD AND XP FIRE-SHIELD
GYPSUM BOARD.
C. UNITED STATES GYPSUM (USG), SHEETROCK MOLD TOUGH GYPSUM
PANELS.
2. THICKNESS: 5/8" THICKNESS TYPE X GRADE FIRE-RATED BOARD, TAPERED
EDGES.
3. DESCRIPTION: MOLD AND MOISTURE RESISTANT GYPSUM CORE ENCASED
IN MOLD AND MOISTURE RESISTANT FACERS, WITH TAPERED LONG EDGES.
PANELS SHALL COMPLY WITH ASTM C1396-11.
4. MOLD RESISTANCE: RESISTANT TO MOLD GROWTH WHEN TESTED IN ACCORD
WITH ASTM D3273-12, SCORE OF 10.
5. WATER ABSORPTION: LESS THAN 5% OF BOARD WEIGHT WHEN TESTED IN
ACCORD WITH ASTM C473-12.
6. JOINT TAPE: AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER.
7. LIMITATIONS: DO NOT USE AS A TILE BACKER BOARD.
2.3 TILE BACKER BOARD:
A. WATER-RESISTANT, COATED GLASS MAT BACKER BOARD FOR TILE:
1. ACCEPTABLE PRODUCT: G-P GYPSUM PRODUCTS, DENS-SHIELD FIREGUARD
TILE BACKER.
2. CHARACTERISTICS: MEETING ASTM C1178-11, MINIMUM 1/2" THICKNESS,
NON-COMBUSTABLE, 5/8" THICKNESS TYPE X, WATER-RESISTANT, SILICON
BASED GYPSUM CORE, FIBERGLASS SURFACE MATS, FRONT AND BACK,
COATED WITH WATER AND VAPOR RETARDANT COATING.
3. JOINT TAPE: FIBERGLASS MESH JOINT TAPE AS RECOMMENDED BY GYPSUM
BOARD MANUFACTURER.
2.4 GYPSUM SHAFTWALL SYSTEM:
A. ACCEPTABLE PRODUCTS; SUBJECT TO COMPLIANCE WITH SPECIFIED REQUIREMENTS:
1. AMERICAN GYPSUM, M-BLOC SHAFT LINER.
2. G-P GYPSUM PRODUCTS, DENSGLASS SHAFTLINER.
3. NATIONAL GYPSUM CO., EXP EXTENDED EXPOSURE SHAFTLINER.
4. TEMPLE-INLAND, GREENGLASS LINER BOARD.
5. U.S. GYPSUM CO., SHEETROCK GLASS-MAT LINER PANELS.
B. MATERIALS: MOISTURE- AND MOLD-RESISTANT, NONCOMBUSTIBLE, TYPE X GYPSUM
SHAFTLINER COREBOARD COATED WITH GLASS MAT FACINGS, METAL FRAMING
MEMBERS, AND FIBER-REINFORCED GYPSUM BOARD WITH FIBERGLASS MAT FACE ON
UNEXPOSED SIDE AND PAPER FACE ON EXPOSED SIDE.
C. FIRE-RESISTIVE RATING: IN ACCORD WITH FIRE-RATED ASSEMBLY DESIGN INDICATED.
2.5 SOUND CONTROL MATERIALS:
A. CONTRACTOR'S OPTION: BASED ON SOUND RATINGS AND FIRE-RESISTANCE RATINGS
REQUIRED FOR ASSEMBLIES, CONTRACTOR MAY SELECT GLASS FIBER OR MINERAL
WOOL SOUND ATTENUATION MATERIALS AS FOLLOWS:
1. GLASS FIBER SOUND ATTENUATION BATTS:
A. ACCEPTABLE MANUFACTURERS:
1) CERTAINTEED CORP.
2) KNAUF INSULATION.
3) JOHNS MANVILLE CORP.
4) OWENS-CORNING CORP.
B. CHARACTERISTICS:
1) TYPE: UNFACED FIBERGLASS BATTS FOR FRICTION FIT
BETWEEN STUDS, COMPLYING WITH ASTM C665-12, TYPE1.
2) SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME
SPREAD AND 50 SMOKE DEVELOPMENT WHEN TESTED IN
ACCORD WITH ASTM E84-12C.
3) ASSEMBLY STC: AS INDICATED ON DRAWINGS.
4) THICKNESS: AS INDICATED ON DRAWINGS, BUT MINIMUM
3-1/2" THICK TO ACHIEVE R-13.
2. MINERAL WOOL SOUND ATTENUATION BLANKETS:
A. ACCEPTABLE MANUFACTURERS:
1) IIG, MINWOOL, LLC, MINWOOL SOUND ATTENUATION FIRE
BATTS.
2) OWENS-CORNING CORP., SOUND ATTENUATION FIRE BATT.
3) U.S. GYPSUM CO., THERMAFIBER SAFB (SOUND
ATTENUATION FIRE BLANKETS). OWENS-CORNING CORP.
B. CHARACTERISTICS:
1) TYPE: PAPERLESS, SEMI-RIDIG MINERAL WOOL FIBER
BLANKET COMPLYING WITH ASTM C665-12, TYPE 1.
2) DENSITY: MAXIMUM 4.0 PCF FOR 1" THICKNESS, AND
MAXIMUM 2.5 PCF. FOR GREATER THICKNESSES.
3) SURFACE BURNING CHARACTERISTICS: MAXIMUM 15 FLAME
SPREAD AND 5 SMOKE DEVELOPMENT WHEN TESTED IN
ACCORD WITH ASTM E84-12C.
4) ASSEMBLY STC: AS INDICATED ON DRAWINGS.
5) THICKNESS: AS INDICATED ON DRAWINGS, BUT MINIMUM
REQUIRED THICKNESS TO ACHIEVE R-13
B. ACOUSTICAL TAPE: CLOSED CELL POLYVINYL CHLORIDE FOAM TAPE, 1/4" THICKNESS
BY 1" WIDE.
C. ACOUSTICAL JOINT SEALANT: MANUFACTURER'S STANDARD NON-SAG, PAINTABLE,
NON-STAINING LATEX SEALANT COMPLYING WITH ASTM C834-10. PRODUCT EFFECTIVELY
REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND
OPENINGS IN BUILDING CONSTRUCTION AS DEMOSTRATED BY TESTING
REPRESENTATIVEASSEMBLIES ACCORDING TO ASTM E90-09.
1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE
OF THE FOLLOWING:
A. ACCUMETRIC LLC; BOSS 824 ACOUSTICAL SOUND SEALANT.
B. GRABBER CONSTRUCTION PRODUCTS; ACOUSTICAL SEALANT GSC.
C. PECORA CORPORATION; AC-20 FTR.
D. SPECIFIED TECHNOLOGIES, INC.; SMOKE N SOUND ACOUSTICAL
SEALANT.
E. USG CORPORATION; SHEETROCK ACOUSTICAL SEALANT.
2. ACOUSTICAL JOINT SEALANT SHALL HAVE A VOC CONTENT OF LESS THAN THE
CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT (SCAQMD) RULE #1168, ADHESIVES AND SEALANTS, AMENDED
JANUARY 7, 2005.
2.6 FASTENERS:
A. FASTENERS FOR METAL FRAMING, CORROSION-RESISTANT:
1. FOR FASTENING FRAMING MEMBERS TO CONCRETE SURFACES: FASTENERS
SHALL BE BEADED DRIVE PINS OR THREADED STUDS DRIVEN BY POWER
ACTUATED TOOLS. FASTENERS SHALL RESIST DESIGN LOADS IN ACCORD
WITH REQUIREMENTS OF ASTM E1190-11.
2. FOR FASTENING TO METAL DECKING AND FOR FASTENING FRAMING MEMBERS
TOGETHER: TYPE S, PAN HEAD SCREWS, IN SIZES RECOMMENDED BY GYPSUM
BOARD MANUFACTURER FOR APPLICATIONS INDICATED.
3. PROVIDE SLOTTED, STAND-OFF WASHERS FOR SLIP JOINT ATTACHMENTS.
4. REFER TO DETAILS INDICATED IN DRAWINGS.
B. SCREWS FOR GYPSUM BOARD AND ACCESSORY APPLICATION: MEETING ASTM C1002-07,
CORROSION-RESISTANT.
1. FOR APPLICATION OF SINGLE LAYER OR BASE LAYER OF GYPSUM BOARD TO
METAL FRAMING: 1", TYPE S, BUGLE HEAD.
2. FOR APPLICATION OF FACE LAYER OF GYPSUM BOARD TO METAL FRAMING IN
DOUBLE LAYER CONSTRUCTION: 1-5/8", TYPE S, BUGLE HEAD.
3. FOR GYPSUM BOARD TO GYPSUM BOARD APPLICATION: 1-1/2", TYPE G, BUGLE
HEAD.
C. SCREWS FOR GLASS MAT FACED BOARD APPLICATION: CORROSSION RESISTANT SHEET
METAL SCREWS WITH HEAD DIAMETER PROVIDING 125 LB. FASTENER PULL-THROUGH
AND PULL-OUT RESISTANCE. SCREW LENGTH SHALL PROVIDE 1/4" MINIMUM THREAD
ENGAGEMENT.
R
No.
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STATE
D
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A RCHITECT
C AL IFORNIA
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DATE
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N
08/31/25
SHEET TITLE
PROJECT
FACILITY
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SOCC 2023 R RAD SAN 1ST FLOOR
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CA361 1
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SECTION 095113 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO
THIS SECTION.
1.2 SUMMARY
A. SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS FOR
INTERIOR CEILINGS.
B. PRODUCTS FURNISHED, BUT NOT INSTALLED UNDER THIS SECTION, INCLUDE
ANCHORS, CLIPS, AND OTHER CEILING ATTACHMENT DEVICES TO BE CAST IN
CONCRETE.
1.3 ACTION SUBMITTALS
A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.
1.4 DELIVERY, STORAGE, AND HANDLING
A. DELIVER ACOUSTICAL PANELS, SUSPENSION-SYSTEM COMPONENTS, AND ACCESSORIES
TO PROJECT SITE AND STORE THEM IN A FULLY ENCLOSED, CONDITIONED SPACE WHERE
THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, HUMIDITY,
TEMPERATURE EXTREMES, DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND OTHER
CAUSES.
B. BEFORE INSTALLING ACOUSTICAL PANELS, PERMIT THEM TO REACH ROOM
TEMPERATURE AND A STABILIZED MOISTURE CONTENT.
1.5 FIELD CONDITIONS
A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL ACOUSTICAL PANEL CEILINGS UNTIL
SPACES ARE ENCLOSED AND WEATHERTIGHT, WET-WORK IN SPACES IS COMPLETE
AND DRY, WORK ABOVE CEILINGS IS COMPLETE, AND AMBIENT TEMPERATURE AND
HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN
OCCUPIED FOR ITS INTENDED USE.
1. PRESSURIZED PLENUMS: OPERATE VENTILATION SYSTEM FOR NOT LESS THAN
48 HOURS BEFORE BEGINNING ACOUSTICAL PANEL CEILING INSTALLATION.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF ACOUSTICAL CEILING PANEL AND ITS
SUPPORTING SUSPENSION SYSTEM FROM SINGLE SOURCE FROM SINGLE
MANUFACTURER.
2.2 PERFORMANCE REQUIREMENTS
A. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A
QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF
APPLICABLE TESTING AGENCY.
1. FLAME-SPREAD INDEX: CLASS B ACCORDING TO ASTM E 1264.
2. SMOKE-DEVELOPED INDEX: 450 OR LESS.
B. FIRE-RESISTANCE RATINGS: COMPLY WITH ASTM E 119; TESTING BY A QUALIFIED
TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE
TESTING AGENCY.
1. INDICATE DESIGN DESIGNATIONS FROM UL OR FROM THE LISTINGS OF
ANOTHER QUALIFIED TESTING AGENCY.
2.3 ACOUSTICAL PANELS
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS
BY ONE OF THE FOLLOWING:
1. ARMSTRONG WORLD INDUSTRIES, INC.
2. OR EQUAL
B. REFER TO FINISH SCHEDULE
2.4 METAL SUSPENSION SYSTEM
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS
BY ONE OF THE FOLLOWING:
1. ARMSTRONG WORLD INDUSTRIES, INC.
2. OR EQUAL
B. METAL SUSPENSION-SYSTEM STANDARD: PROVIDE MANUFACTURER'S STANDARD,
DIRECT-HUNG, METAL SUSPENSION SYSTEM AND ACCESSORIES ACCORDING TO ASTM
C 635/C 635M AND DESIGNATED BY TYPE, STRUCTURAL CLASSIFICATION, AND FINISH
INDICATED.
C. WIDE-FACE, CAPPED, DOUBLE-WEB ALUMINUM SUSPENSION SYSTEM: MAIN AND CROSS
RUNNERS ROLL FORMED FROM ALUMINUM SHEET; PREPAINTED, WITH PREFINISHED
15/16-INCH- WIDE ALUMINUM CAPS ON FLANGES.
1. STRUCTURAL CLASSIFICATION: HEAVY-DUTY SYSTEM.
2. END CONDITION OF CROSS RUNNERS: BUTT-EDGE TYPE.
3. FACE DESIGN: FLAT, FLUSH.
4. CAP MATERIAL: ALUMINUM.
5. CAP FINISH: PAINTED WHITE.
2.5 ACCESSORIES
A. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C
635/C 635M, TABLE 1, "DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH
SEISMIC DESIGN REQUIREMENTS.
B. WIRE HANGERS, BRACES, AND TIES: PROVIDE WIRES AS FOLLOWS:
1. STAINLESS-STEEL WIRE: ASTM A 580/A 580M, TYPE 304, NONMAGNETIC, AT
KITCHENS AND LAUNDRY.
2. SIZE: WIRE DIAMETER SUFFICIENT FOR ITS STRESS AT THREE TIMES
HANGER DESIGN LOAD (ASTM C 635/C 635M, TABLE 1, "DIRECT HUNG") WILL
BE LESS THAN YIELD STRESS OF WIRE, BUT NOT LESS THAN 0.135-INCH-
DIAMETER WIRE.
C. HANGER RODS: MILD STEEL, ZINC COATED OR PROTECTED WITH RUST-INHIBITIVE PAINT.
D. ANGLE HANGERS: ANGLES WITH LEGS NOT LESS THAN 7/8 INCH WIDE; FORMED WITH
0.04-INCH- THICK, GALVANIZED-STEEL SHEET COMPLYING WITH ASTM A 653/A 653M,
G90 COATING DESIGNATION; WITH BOLTED CONNECTIONS AND 5/16-INCH- DIAMETER
BOLTS.
2.6 METAL EDGE MOLDINGS AND TRIM
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS
BY ONE OF THE FOLLOWING:
1. ARMSTRONG WORLD INDUSTRIES, INC.
2. OR EQUAL
B. ROLL-FORMED, SHEET-METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE
INDICATED OR, IF NOT INDICATED, MANUFACTURER'S STANDARD MOLDINGS FOR EDGES
AND PENETRATIONS THAT COMPLY WITH SEISMIC DESIGN REQUIREMENTS; FORMED
FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR
EXPOSED FLANGES OF SUSPENSION-SYSTEM RUNNERS.
1. EDGE MOLDINGS SHALL FIT ACOUSTICAL PANEL EDGE DETAILS AND
SUSPENSION SYSTEMS INDICATED AND MATCH WIDTH AND CONFIGURATION OF
EXPOSED RUNNERS UNLESS OTHERWISE INDICATED.
2. FOR LAY-IN PANELS WITH REVEAL EDGE DETAILS, PROVIDE STEPPED EDGE
MOLDING THAT FORMS REVEAL OF SAME DEPTH AND WIDTH AS THAT FORMED
BETWEEN EDGE OF PANEL AND FLANGE AT EXPOSED SUSPENSION MEMBER.
3. FOR CIRCULAR PENETRATIONS OF CEILING, PROVIDE EDGE MOLDINGS
FABRICATED TO DIAMETER REQUIRED TO FIT PENETRATION EXACTLY.
PART 3 - EXECUTION
3.1 EXAMINATION
A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, INCLUDING STRUCTURAL FRAMING TO
WHICH ACOUSTICAL PANEL CEILINGS ATTACH OR ABUT, WITH INSTALLER PRESENT, FOR
COMPLIANCE WITH REQUIREMENTS SPECIFIED IN THIS AND OTHER SECTIONS THAT
AFFECT CEILING INSTALLATION AND ANCHORAGE AND WITH REQUIREMENTS FOR
INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF
ACOUSTICAL PANEL CEILINGS.
B. EXAMINE ACOUSTICAL PANELS BEFORE INSTALLATION. REJECT ACOUSTICAL PANELS
THAT ARE WET, MOISTURE DAMAGED, OR MOLD DAMAGED.
C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN
CORRECTED.
3.2 PREPARATION
A. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO
BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING
LESS-THAN-HALF-WIDTH PANELS AT BORDERS UNLESS OTHERWISE INDICATED, AND
COMPLY WITH LAYOUT SHOWN ON REFLECTED CEILING PLANS.
B. LAYOUT OPENINGS FOR PENETRATIONS CENTERED ON THE PENETRATING ITEMS.
3.3 INSTALLATION
A. INSTALL ACOUSTICAL PANEL CEILINGS ACCORDING TO ASTM C 636/C 636M, AND
MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. FIRE-RATED ASSEMBLY: INSTALL FIRE-RATED CEILING SYSTEMS ACCORDING
TO TESTED FIRE-RATED DESIGN.
B. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS AND AS
FOLLOWS:
1. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR
OTHER OBJECTS WITHIN CEILING PLENUM THAT ARE NOT PART OF
SUPPORTING STRUCTURE OR OF CEILING SUSPENSION SYSTEM.
2. SPLAY HANGERS ONLY WHERE REQUIRED AND, IF PERMITTED WITH
FIRE-RESISTANCE-RATED CEILINGS,TO MISS OBSTRUCTIONS; OFFSET
RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR
OTHER EQUALLY EFFECTIVE MEANS.
3. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM
PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS
AT SPACINGS REQUIRED TO SUPPORT STANDARD SUSPENSION-SYSTEM
MEMBERS, INSTALL SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN
FORM OF TRAPEZES OR EQUIVALENT DEVICES.
4. SECURE WIRE HANGERS TO CEILING-SUSPENSION MEMBERS AND TO
SUPPORTS ABOVE WITH A MINIMUM OF THREE TIGHT TURNS. CONNECT
HANGERS DIRECTLY TO STRUCTURE OR TO INSERTS, EYE SCREWS, OR OTHER
DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE AND THAT
WILL NOT DETERIORATE OR OTHERWISE FAIL DUE TO AGE, CORROSION, OR
ELEVATED TEMPERATURES.
5. SECURE FLAT, ANGLE, CHANNEL, AND ROD HANGERS TO STRUCTURE,
INCLUDING INTERMEDIATE FRAMING MEMBERS, BY ATTACHING TO INSERTS,
EYE SCREWS, OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR
BOTH THE STRUCTURE TO WHICH HANGERS ARE ATTACHED AND THE TYPE OF
HANGER INVOLVED. INSTALL HANGERS IN A MANNER THAT WILL NOT CAUSE
THEM TO DETERIORATE OR FAIL DUE TO AGE, CORROSION, OR ELEVATED
TEMPERATURES.
6. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS OR
FLOORDECK. FASTEN HANGERS TO CAST-IN-PLACE HANGER INSERTS, POST-
INSTALLED MECHANICAL OR ADHESIVE ANCHORS, OR POWER-ACTUATED
FASTENERS THATEXTENDTHROUGH FORMS INTO CONCRETE.
7. WHEN STEEL FRAMING DOES NOT PERMIT INSTALLATION OF HANGER WIRES
AT SPACING REQUIRED, INSTALL CARRYING CHANNELS OR OTHER
SUPPLEMENTAL SUPPORT FOR ATTACHMENT OF HANGER WIRES.
8. DO NOT ATTACH HANGERS TO STEEL DECK TABS.
9. DO NOT ATTACH HANGERS TO STEEL ROOF DECK. ATTACH HANGERS TO
STRUCTURALMEMBERS.
10. SPACE HANGERS NOT MORE THAN 48 INCHES O.C. ALONG EACH MEMBER
SUPPORTED DIRECTLY FROM HANGERS UNLESS OTHERWISE INDICATED;
PROVIDE HANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER.
11. SIZE SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS TO SUPPORT
CEILING LOADS WITHIN PERFORMANCE LIMITS ESTABLISHED BY REFERENCED
STANDARDS.
C. SECURE BRACING WIRES TO CEILING SUSPENSION MEMBERS AND TO SUPPORTS WITH A
MINIMUM OF FOUR TIGHT TURNS. SUSPEND BRACING FROM BUILDING'S STRUCTURAL
MEMBERS AS REQUIRED FOR HANGERS, WITHOUT ATTACHING TO PERMANENT METAL
FORMS, STEEL DECK, OR STEEL DECK TABS. FASTEN BRACING WIRES INTO CONCRETE
WITH CAST-IN-PLACE OR POSTINSTALLED ANCHORS.
D. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL
CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS.
1. APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON
BACK OF VERTICAL LEGS OF MOLDINGS BEFORE THEY ARE INSTALLED.
2. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT MORE THAN
16 INCHES O.C. AND NOT MORE THAN 3 INCHES FROM ENDS. MITER CORNERS
ACCURATELY AND CONNECT SECURELY.
3. DO NOT USE EXPOSED FASTENERS, INCLUDING POP RIVETS, ON MOLDINGS
AND TRIM.
E. INSTALL SUSPENSION-SYSTEM RUNNERS SO THEY ARE SQUARE AND SECURELY
INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR
KINKED MEMBERS.
F. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO
SUSPENSION-SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT
BORDERS AND PENETRATIONS TO PROVIDE PRECISE FIT.
1. ARRANGE DIRECTIONALLY PATTERNED ACOUSTICAL PANELS AS FOLLOWS:
A. INSTALL PANELS WITH PATTERN RUNNING IN ONE DIRECTION
PARALLEL TO SHORT AXIS OF SPACE.
2. FOR SQUARE-EDGED PANELS, INSTALL PANELS WITH EDGES FULLY HIDDEN
FROM VIEW BY FLANGES OF SUSPENSION-SYSTEM RUNNERS AND MOLDINGS.
3. FOR REVEAL-EDGED PANELS ON SUSPENSION-SYSTEM RUNNERS, INSTALL
PANELS WITH BOTTOM OF REVEAL IN FIRM CONTACT WITH TOP SURFACE OF
RUNNER FLANGES.
4. FOR REVEAL-EDGED PANELS ON SUSPENSION-SYSTEM MEMBERS WITH
BOX-SHAPED FLANGES, INSTALL PANELS WITH REVEAL SURFACES IN FIRM
CONTACT WITH SUSPENSION-SYSTEM SURFACES AND PANEL FACES FLUSH
WITH BOTTOM FACE OF RUNNERS.
5. PAINT CUT EDGES OF PANEL REMAINING EXPOSED AFTER INSTALLATION;
MATCH COLOR OF EXPOSED PANEL SURFACES USING COATING
RECOMMENDED IN WRITING FOR THIS PURPOSE BY ACOUSTICAL PANEL
MANUFACTURER.
6. INSTALL HOLD-DOWN AND IMPACT CLIPS IN AREAS INDICATED; SPACE
ACCORDING TO PANEL MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS
OTHERWISE INDICATED.
A. HOLD-DOWN CLIPS: SPACE 24 INCHES O.C. ON ALL CROSS RUNNERS.
7. PROTECT LIGHTING FIXTURES AND AIR DUCTS ACCORDING TO REQUIREMENTS
INDICATED FOR FIRE-RESISTANCE-RATED ASSEMBLY.
3.4 ERECTION TOLERANCES
A. SUSPENDED CEILINGS: INSTALL MAIN AND CROSS RUNNERS LEVEL TO A TOLERANCE OF
1/8 INCH IN 12 FEET, NON-CUMULATIVE.
B. MOLDINGS AND TRIM: INSTALL MOLDINGS AND TRIM TO SUBSTRATE AND LEVEL WITH
CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 FEET, NON-
CUMULATIVE.
3.5 FIELD QUALITY CONTROL
A. SPECIAL INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED SPECIAL INSPECTOR TO
PERFORM THE FOLLOWING SPECIAL INSPECTIONS:
1. PERIODIC INSPECTION DURING THE INSTALLATION OF SUSPENDED CEILING
GRIDS ACCORDING TO ASCE/SEI 7.
B. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM
TESTS AND INSPECTIONS.
C. PERFORM THE FOLLOWING TESTS AND INSPECTIONS OF COMPLETED INSTALLATIONS
OF ACOUSTICAL PANEL CEILING HANGERS AND ANCHORS AND FASTENERS IN
SUCCESSIVE STAGES AND WHEN INSTALLATION OF CEILING SUSPENSION SYSTEMS ON
EACH FLOOR HAS REACHED 20 PERCENT COMPLETION, BUT NO PANELS HAVE BEEN
INSTALLED. DO NOT PROCEED WITH INSTALLATIONS OF ACOUSTICAL PANEL CEILING
HANGERS FOR THE NEXT AREA UNTIL TEST RESULTS FOR PREVIOUSLY COMPLETED
INSTALLATIONS OF ACOUSTICAL PANEL CEILING HANGERS SHOW COMPLIANCE WITH
REQUIREMENTS.
1. WITHIN EACH TEST AREA, TESTING AGENCY WILL SELECT ONE OF EVERY 10
POWER-ACTUATED FASTENERS AND POSTINSTALLED ANCHORS USED TO
ATTACH HANGERS TO CONCRETE AND WILL TEST THEM FOR 200 LBF OF
TENSION; IT WILL ALSO SELECT ONE OF EVERY TWO POSTINSTALLED ANCHORS
USED TO ATTACH BRACING WIRES TO CONCRETE AND WILL TEST THEM FOR
440 LBF OF TENSION.
2. WHEN TESTING DISCOVERS FASTENERS AND ANCHORS THAT DO NOT COMPLY
WITH REQUIREMENTS, TESTING AGENCY WILL TEST THOSE ANCHORS NOT
PREVIOUSLY TESTED UNTIL 20 PASS CONSECUTIVELY AND THEN WILL RESUME
INITIAL TESTING FREQUENCY.
D. PREPARE TEST AND INSPECTION REPORTS.
3.6 CLEANING
A. CLEAN EXPOSED SURFACES OF ACOUSTICAL PANEL CEILINGS, INCLUDING TRIM, EDGE
MOLDINGS, AND SUSPENSION-SYSTEM MEMBERS. COMPLY WITH MANUFACTURER'S
WRITTEN INSTRUCTIONS FOR CLEANING AND TOUCHUP OF MINOR FINISH DAMAGE.
B. REMOVE AND REPLACE CEILING COMPONENTS THAT CANNOT BE SUCCESSFULLY
CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE.
SECTION 09 6500 - RESILIENT FLOORING
PART 1 - GENERAL
1.1 ACTION SUBMITTALS:
A. PRODUCT DATA: INDICATE PRODUCT CHARACTERISTICS AND INSTALLATION
REQUIREMENTS, INCLUDING MANUFACTURER'S RECOMMENDED ADHESIVES AND
MAINTENANCE INSTRUCTIONS.
B. SAMPLES: SUBMIT FULL SIZE SAMPLES FOR EACH TYPE COLOR AND PATTERN OF
FLORRING AND ACCESSORY REQUIRED.
1.2 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS, AS REFERENCED HEREIN: ASTM INTERNATIONAL (ASTM).
1.3 PROJECT/SITE CONDITIONS:
A. ENVIRONMENTAL REQUIREMENTS:
1. MAINTAIN TEMPERATURE IN SPACE TO RECEIVE RESILIENT MATERIALS AT NOT
LESS THAN 70 DEGREES F. FOR NOT LESS THAN 24 HOURS BEFORE, DURING
AND FOR 48 HOURS AFTER INSTALLATION.
2. MAINTAIN MINIMUM TEMPERATURE OF 55 DEGREES F. AFTER FLOORING IS
INSTALLED, EXCEPT AS SPECIFIED ABOVE, FOR DURATION OF PROJECT.
B. DELIVER VINYL FLOORING AND BASE PRODUCTS TO JOBSITE A MINIMUM OF 24 HOURS
PRIOR TO USE. UNROLL VINYL BASE AND LOW PERCENTAGE RUBBER AND ALLOW TO
RELAX FOR 24 HOURS PRIOR TO USING.
C. PROTECTION: PROTECT FINISHED FLOORING, BASE AND ACCESSORIES FROM
STAINING, MARRING OR OTHER PHYSICAL DAMAGE BY WORK OF OTHER TRADES.
COVER OR MASK SURFACES AS REQUIRED.
PART 2 - PRODUCTS
2.1 RUBBER BASE:
A. ACCEPTABLE MANUFACTURERS:
1. BASIS OF DESIGN; JOHNSONITE, INC.
2. ROPPE CORP.
3. BURKE FLOORING, A DIV. OF BURKE INDUSTRIES
B. CHARACTERISTICS:
1. TYPE: MINIMUM 48% RUBBER, 100% VULCANIZED; MEETING ASTM
F1861-08(2012), TYPE TS THERMOSET VULCANIZED RUBBER SBR.
2. LENGTH: MINIMUM 120'-0" ROLLS.
3. THICKNESS: 1/8".
4. HEIGHT: 4"; TOP SET COVE BASE.
5. STYLE AND COLOR: AS INDICATED IN FINISH SCHEDULE IN DRAWINGS.
2.2 SHEET FLOORING WITH BACKING:
A. ACCEPTABLE MANUFACTURERS:
1. NORA SYSTEMS.
2. ARMSTRONG WORLD INDUSTRIES, INC.
3. SHAW CONTRACT.
4. TARKETT.
B. TYPE: MEETING ASTM F1303-04(2009).
1. TYPE: HETEROGENEOUS, TYPE I, GRADE 1
2. WEAR-LAYER THICKNESS: 0.022 IN.
3. OVERALL THICKNESS: 0.080 IN.
4. BACKING CLASS: CLASS A.
5. FINISH: UV-CURED POLYURETHANE.
6. SIZE: 6 FT. X 82 FT.
7. COLORS AND PATTERNS: AS INDICATED IN FINISH SCHEDULE IN DRAWINGS.
C. FIRE RESISTANCE: CRITICAL RADIENT FLUX MEETING CLASS I, 0.45 WATTS/CM^2 WHEN
TESTED IN ACCORD WITH ASTM E648-10. SMOKE DEVELOPMENT OF 450 OR LESS WHEN
TESTED IN ACCORD WITH ASTM E662-12.
2.3 ACCESSORIES:
A. ACCEPTABLE MANUFACTURERS:
1. BURKE FLOORING PRODUCTS, A DIV. OF BURKE INDUSTRIES.
2. MARLEY FLEXCO (USA), INC.
3. JOHNSONITE, INC.
4. R. C. MUSSON RUBBER CO.
5. ROPPE CORP.
B. REDUCERS:
1. MATERIAL: RUBBER
2. THICKNESS: SAME AS ABUTTING FLOOR MATERIALS.
3. WIDTH(S): 1", UNLESS INDICARTED OTHERWISE.
4. EDGES: TAPERED.
5. COLORS: SUBMIT SAMPLE FOR ARCHITECT'S APPROVAL
2.4 INSTALLATION MATERIALS:
A. LEVELING COMPOUND: ACCEPTABLE PRODUCTS: AS SPECIFIED IN SECTION 03 8215.
B. ADHESIVES: WATER-RESISTANT TYPES AND BRANDS OF ADHESIVE RECOMMENDED BY
FLOORING MATERIAL MANUFACTURER'S PRODUCT DATA FOR INSTALLATION
CONDITIONS INDICATED.
1. VOC CONTENT: ADHESIVES SHALL HAVE A VOC CONTENT LESS THAN THE
CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATINGS, RULES IN
EFFECT JANUARY 1, 2004.
C. CHEMICAL-BONDING COMPOUND: MANUFACTURER'S PRODUCT FOR CHEMICALLY
BONDING SEAMS.
1. VOC CONTENT: VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS
OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113,
ARCHITECTURAL COATINGS, RULES IN EFFECT JANUARY 1, 2004.
PART 3 - EXECUTION
3.1 PREPARATION:
A. PREPARE SURFACES TO RECEIVE RESILIENT MATERIAL IN ACCORD WITH FLOORING
MANUFACTURER'S INSTRUCTIONS.
B. GRIND HIGH AREAS AND FILL DEPRESSIONS WITH LEVELING COMPOUND WHERE
REQUIRED TO PRODUCE SMOOTH INSTALLATION AND FOR PROPER ALIGNMENT OF
RESILIENT FLOORING WITH ADJACENT FLOORING MATERIALS.
C. PERFORM BOND AND MOISTURE TESTS ON SUBFLOORS IN ACCORD WITH ASTM F2170-11
AND RESILIENT FLOORING MANUFACTURER'S PRODUCT DATA, TO DETERMINE IF
SURFACES ARE ACCEPTABLE TO RECEIVE SPECIFIED RESILIENT FLOORING PRODUCTS.
CORRECT CONDITIONS DETRIMENTAL TO RESILIENT FLOORING INSTALLATION PRIOR
TO STARTING INSTALLATION.
D. REMOVE DIRT, OIL, GREASE OR OTHER FOREIGN MATTER FROM SURFACES TO RECEIVE
FLOOR COVERING OR ACCESSORIES.
3.2 APPLICATION OF ADHESIVES:
A. MIX AND APPLY ADHESIVES IN ACCORD WITH RESILIENT MATERIAL MANUFACTURER'S
PRODUCT DATA. APPLY WITH NOTCHED TROWEL OR OTHER TOOLS AS RECOMMENDED
BY ADHESIVE MANUFACTURER.
2.7 JOINT MATERIALS AND ADHESIVES:
A. STANDARD GYPSUM BOARD PRODUCTS:
1. JOINT TAPE: MEETING ASTM C475-12, PERFORATED PAPER TYPE.
2. JOINT COMPOUND: MEETING ASTM C475-12, READY-MIXED TAPE EMBEDMENT
AND TOPPING COMPOUNDS, VINYL-BASED.
B. MOLD AND MOISTURE RESISTANT PAPER FACED GYPSUM BOARD: JOINT TAPE AND
JOINT COMPOUND SHALL BE IN ACCORD WITH RECOMMENDATIONS OF BOARD
MANUFACTURER'S PRODUCT DATA.
C. JOINT TAPE FOR GLASS MAT-FACED BOARD: FIBERGLASS TAPE, AS HEREIN SPECIFIED.
2.8 ACCESSORIES:
A. ACCESSORIES SHALL COMPLY WITH ASTM C1047-10A
B. CORNER REINFORCEMENT: VINYL CORP., "RIGID VINYL DRYWALL & VENEER
ACCESSORIES, MODEL CBD125 CORNER BEADS"; LEAD-FREE, VIRGIN VINYL COMPOUNDS
CORNER BEADS WITH 1-1/4" X 1-1/4" PERFORATED FLANGES.
C. METAL JAMB, CEILING AND CASING TRIM: MANUFACTURER'S STANDARD "L" AND "U"
SHAPED GALVANIZED MEMBERS WITH FINE EXPANDED MESH FLANGES; "MUD-IN" TYPE
FOR FINISHING WITH JOINT COMPOUNDS.
D. TIE WIRE: MINIMUM 18 GA. GALVANIZED, ANNEALED STEEL WIRE.
E. SPECIAL TRIM SHAPES:
1. ACCEPTABLE MANUFACTURERS; SUBJECT TO COMPLIANCE WITH SPECIFIED
REQUIREMENTS:
A. FRY REGLET CORP.
B. GORDON, INC.
C. PITTCON INDUSTRIES, INC.
2. CHARACTERISTICS:
A. MATERIAL: MANUFACTURER'S STANDARD ALUMINUM ALLOW.
B. FINISH: PAINTED FINISH, COLOR SELECTED BY ARCHITECT.
C. SHAPES: AS INDICATED ON DRAWINGS.
PART 3 - EXECUTION
3.1 FRAMING AND FURRING INSTALLATION:
A. EXCEPT WHERE STRINGENT REQUIREMENTS ARE SPECIFIED, INSTALL FRAMING AND
FURRING IN ACCORD WITH ASTM C754-11, GYPSUM ASSOCIATION REQUIREMENTS AND
MANUFACTURER'S PRODUCT DATA.
B. RUNNERS:
1. ATTACH RUNNER TRACKS AT FLOOR AND UNDERSIDE OF STRUCTURAL DECK
WITH SPECIFIED FASTENERS. PROVIDE SLIP JOINT ATTACHMENTS TO MEET
DEFLECTION CRITERIA AND MANUFACTURER'S CALCULATIONS AT THE
FOLLOWING LOCATIONS:
A. TALL PARTITIONS.
B. FULL-HEIGHT, FLOOR-TO-FLOOR OR FLOOR-TO-DECK PARTITIONS.
C. ALL PARTITIONS SUBJECT TO DEFLECTION.
2. WHERE PARTITIONS ARE INDICATED TO STOP AT FINISH CEILING, ATTACH TO
CEILING SUSPENSION SYSTEM USING 1/8" TOGGLE BOLTS OR SHEET METAL
SCREWS SPACED AT 1'-4" O.C., MAXIMUM, WHERE PARTITION ALIGNS WITH
CEILING GRID. WHERE PARTITION DOES NOT ALIGN WITH GRID, ATTACH AT
EACH INTERSECTION WITH GRID.
C. STUDS:
1. POSITION FULL LENGTH STUDS VERTICALLY, ENGAGING FLOOR AND CEILING
RUNNERS.
A. SPACE STUDS AS INDICATED ON DRAWINGS.
B. SPACE STUDS NOT TO EXXCEED 1'-4" O.C. FOR PARTITIONS TO FRP
PANELS.
2. PROVIDE JUMBO STUDS AT INTERIOR AND EXTERIOR CORNERS, PARTITION
TERMINATION AND ADJACENT TO DOOR AND BORROWED LITE OPENINGS IN
PARTITIONS.
3. SECURE ABUTTING AND INTERSECTING WALLS WITH FASTENERS THROUGH
STUD FLANGES.
4. FOR HORIZONTAL REINFORCEMENT AT DOOR AND BORROWED LITE FRAMES,
INSTALL CUT-TO-LENTH RUNNER SECTIONS WITH SLIT FLANGES SECURED TO
STUDS.
5. INSTALL ACOUSTICAL TAPE ON METAL STUDS WHICH ABUT OTHER STUDS OR
DISSIMILAR SURFACES IN WALLS TO RECEIVE SOUND ATTENUATION BLANKETS.
D. AT LOCATIONS OF ATTACHMENTS TO METAL-FRAMED GYPSUM BOARD PARTITIONS,
PROVIDE MINIMUM 16GA. STEEL PLATE FOR ATTACHMENT. ATTACH TO METAL FRAMING
AS INDIACTED ON DRAWINGS.
3.2 GENERAL BOARD APPLICATION:
A. EXCEPT WHERE MORE STRINGENT REQUIREMENT ARE SPECIFIED, INSTALL GYPSUM
BOARD IN ACCORD WITH ASTM C840-11, GA-216 AND MANUFACTURER'S PRODUCT DATA.
B. INSTALL CEILING PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END
JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREA OF EACH CEILING.
STAGGER ABUTTING END JOINTS OF ADJACENT PANELS NOT LESS THAN ONE FRAMING
MEMBER.
C. USE GYPSUM BOARD OF MAXIMUM LENGTHS TO MINIMIZE END JOINTS. STAGGER END
JOINTS.
D. ABUT GYPSUM BOARDS WITHOUT FORCING. FIT ENDS AND EDGES OF BOARD. DO NOT
PLACE BUTT ENDS AGAINST TAPERED EDGES.
E. SUPPORT ENDS AND EDGES OF GYPSUM BOARD PANELS ON FRAMING OR FURRING
MEMBERS, EXCEPT FOR FACE LAYER OF DOUBLE LAYER WORK.
F. INSTALL GYPSUM BOARD ACCESSORIES IN ACCORD WITH GYPSUM BOARD
MANUFACTURER'S PRODUCT DATA AND AS FOLLOWS:
1. CORNER BEAD: INSTALL VINYL CORNER BEADS AT EXTERNAL CORNERS.
2. METAL TRIM SHAPES: AT EXPOSED EDGE OF GYPSUM BOARD AT DOOR AND
WINDOW OPENINGS, AT INTERSECTIONS WITH OTHER MATERIALS AND AT
INTERSECTION OF WALLS WITH CEILINGS.
3. INSTALL CORNER BEADS AND METAL TRIM SHAPES TO FRAMING SYSTEM WITH
MECHANICAL ANCHORS.
G. INSTALL ACOUSTICAL SEALANT AT SOUND-RATED PARTITIONS:
1. SEAL PARTITION PERIMETER WITH CONTINUOUS 1/4" MINIMUM ROUND BEAD OF
ACOUSTICAL SEALANT APPLIED TO EACH LEG OF RUNNERS, INCLUDING THOSE
USED AT PARTITION INTERSECTIONS WITH DISSIMILAR WALL CONSTRUCTION.
2. INSTALL GYPSUM BOARD WITH 1/8" PERIMETER RELIEF COMPRESSING SEALANT
TO FORM PERMANENT AIRTIGHT SEAL.
3. WHERE SLIP JOINT ATTACHMENTS ARE REQUIRED AT TOP OF PARTITIONS, FILL
RESULTING JOINT BETWEEN DRYWALL AND ADJACENT STRUCTURE WITH
ACOUSTICAL SEALANT TO FORM PERMANENT AIR TIGHT SEAL.
4. APPLY ACOUSTICAL SEALANT AROUND CUTOUTS SUCH AS AT ELECTRICAL
BOXES, PLUMBING PENETRATIONS, MEDICINE CABINETS, HEATING DUCTS AND
COLD AIR RETURNS TO FORM PERMANENT AIRTIGHT SEAL. (SEALANT SHALL
NOT BE USED AS A FIRE STOPPING MATERIAL.)
H. INSTALL MOLD-MOISTURE RESISTANT GYPSUM BOARD IN DAMP, MOIST LOCATIONS.
I. CONTINUE REQUIRED COMPONENTS OF FIRE-RATED AND ACOUSTICALLY RATED WALL
ASSEMBLY TO OVERHEAD STRUCTURE. APPLY JOINT TAPE AND ONE COAT OF
COMPOUND TO GYPSUM BOARD JOINTS CONCEALED FROM VIEW IN COMPLETED WORK.
J. IDENTIFICATION:
1. FIRE, WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR
STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION.
2. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN
CONCEALED SPACES.
3. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: "_____ HOUR FIRE AND
SMOKE BARRIER - PROTECT ALL OPENINGS."
K. ALLOWABLE TOLERANCES IN FRAMED GYPSUM BOARD CONSTRUTION.
1. POSITION: + - 1/4" MAXIMUM VARIATION FROM DESIGN POSITIOIN.
2. ALIGNMENT: 1/8" IN 8'-0"; 1/4" MAXIMUM IN ANY CONTINOUS WALL, LINE OR
SURFACE.
3. SURFACE PLANE: 1/8" IN 12-0"; 1/16" IN 1'-0", MAXIMUM VARIATION IN TRUE
SURFACE
PLANE.
4. SURFACE SMOOTHNESS: NO JOINT OR FASTENER LOCATION, ROUGHNESS OR
BLEMISH DISCERNIBLE AFTER APPLICATION OF FINISH WHEN VIEWED AT ANY
ANGLE FROM A DISTANCE OF 5'-0" UNDER OCCUPANCY LIGHTING CONDITIONS,
WITH SURFACE PREPARATION AS SPECIFIED IN PAINTING AND COATING
SECTION.
L. ALLOWABLE TOLERANCES IN SUSPENDED GYPSUM BOARD FURRING SYSTEM CEILINGS:
1. DEFLECTION: SUSPENSION SYSTEM COMPONENTS, HANGERS AND FASTENING
DEVICES SUPPORTING LIGHTING FIXTURES, CEILING GRILLES AND ACOUSTICAL
UNITS SHALL HAVE MAXIMUM DEFLECTION OF 1/360 OF SPAN WHEN TESTED IN
ACCORD WITH ASTM C635-07.
2. BOW, CAMBER AND TWIST: NOT EXCEEDING TOLERANCES ESTABLISHED BY
ASTM C635-07.
3. VARIATION FROM LEVEL IN FINISHED CEILING: 1/8" IN 12'-0".
4. VARIATION IN PLANE OF ADJACENT GYPSUM BOARD PANELS PRIOR TO JOINT
TREATMENT: 1/16".
3.3 SINGLE LAYER APPLICATION:
A. CEILING: APPLY GYPSUM BOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING.
TERMINATE EDGES OF GYPSUM BOARD RUNNING PARALLEL TO FRAMING ON FRAMING
MEMBERS.
B. WALLS:
1. APPLY GYPSUM BOARD VERTICALLY AND HORIZONTALLY AT CONTRACTOR'S
OPTION, EXCEPT AS REQUIRED BY GYPSUM BOARD MANUFACTURER'S
PRODUCT DATA FOR SYSTEM DESIGNS, INCLUDING FIRE-RATED AND
ACOUSTICALLY-RATED
PARTITIONS.
2. STAGGER END JOINTS IN OPPOSITE SIDES OF PARTITIONS.
3. TERMINATE EDGES OF GYPSUM BOARD RUNNING PARALLEL TO FRAMING,
FURRING ON FRAMING OR FURRING MEMBERS.
C. FASTENING: ATTACH GYPSUM BOARD USING FASTENERS SPECIFIED AT SPACING
REQUIRED BY MANUFACTURER'S PRODUCT DATA.
3.4 JOINT TREATMENT:
A. FINISH LEVELS SHALL BE IN ACCORD WITH THE "RECOMMENDED SPECIFICATON: LEVELS
OF GYPSUM BOARD FINISH" AS PUBLISHED JOINTLY BY THE GYPSUM ASSOCIATION,
AWCI, CISCA, AND PDCA.
B. FINISH LEVEL 1; JOINT TREATMENT FOR NON-PUBLIC, NON-SERVICE AREAS TO RECEIVE
NO FURTHER FINISH, INCLUDING STORAGE AREAS: APPLY JOINT COMPOUND TO JOINTS
AND ANGLES IN GYPSUM BOARD AND EMBED JOINT TAPE. SURFACE SHALL BE FREE OF
EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE.
C. FINISH LEVEL 2; JOINT TREATMENT FOR AREAS INDICATED TO RECEIVE NO FURTHER
FINISH; APPLY JOINT COMPOUND TO JOINTS, ANGLES, FASTENER HEADS AND
ACCESSORIES. EMBED JOINT TAPE. APPLY ONE ADDITIONAL COAT OR COMPOUND OVER
TAPE. APPLY ONE COAT OF COMPOUND TO FASTENER DEPRESSIONS. SURFACES SHALL
BE FREE OF EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE.
D. FINISH LEVEL 4; JOINT TREATMENT FOR AREAS INDICATED TO RECEIVE SEMI-GLOSS AND
EGGSHELL PAINT FINISHES:
1. APPLY JOINT COMPOUND TO JOINTS, ANGLES, FASTENER HEADS AND
ACCESSORIES. EMBED JOINT TAPE. APPLY THREE ADDITIONAL COATS OF
COMPOUND OVER TAPE, FEATHEREDGING AND SANDING EACH COAT.
2. APPLY MINIMUM OF THREE COATS OF COMPOUND TO FASTENER DEPRESSIONS,
SANDING EACH COAT AND BRINGING TO LEVEL PLANE WITH GYPSUM BOARD
SURFACE.
3. ALL JOINT COMPOUND SHALL BE FREE OF TOOL MARKS AND RIDGES.
E. FASTENER POP: DRIVE NEW FASTENER APPROXIMATELY 1-1/2" FROM POPPED FASTENER
AND REPAIR TO MATCH GYPSUM BOARD FINISH.
F. FILL CRACKS WITH JOINT COMPOUND AND SAND SMOOTH AND FLUSH.
G. DUST SURFACES AND LEAVE READY FOR DECORATION. JOINT AND FASTENER
TREATMENT SHALL BE INDISTINGUISHABLE IN FINISHED WORK.
END OF SECTION
B. PROVIDE SAFETY PRECAUTIONS DURING MIXING AND APPLICATIONS AS RECOMMENDED
BY ADHESIVE MANUFACTURER.
C. APPLY ADHESIVE TO ONLY THAT AREA WHICH CAN BE COVERED BY RESILIENT
MATERIAL WITHIN THE RECOMMENDED WORKING TIME OF THE ADHESIVE.
1. REMOVE ADHESIVE WHICH DRIES OR FILMS OVER.
2. DO NOT SOIL WALLS, BASES OR ADJACENT AREAS WITH ADHESIVES.
3. REMOVE SPILLED OR MISPLACED MATERIALS.
3.3 INSTALLATION OF VINYL SHEET FLOORING:
A. WORKMANSHIP:
1. INSTALL SHEET MATERIAL IN ACCORD WITH RFCI SPECIFICATIONS IS-1 AND
WITH FLOORING MANUFACTURER'S PRODUCT DATA.
2. CUT SHEET MATERIAL IN LENGTHS AND SIZES REQUIRED; COMPLY WITH
MANUFACTURER'S CUTTIG AND FITTING INSTRUCTIONS.
3. LAY CUT SHEETS FLAT AND ALLOW TO ACCLIMATIZE TO ROOM TEMPERATURE
PRIOR TO SECURING IN PLACE.
B. APPLY FULL BED OF ADHESIVE UNIFORMLY OVER EXPOSED SUBFLOOR. TURN SHEET
BACK INTO WET ADHESIVE.
C. WORK OUT WRINKLES AND AIR POCKETS. ROLL MATERIAL IN TWO DIRECTIONS
STARTING AT CENTER OF SHEET.
3.4 INSTALLATION OF BASE:
A. WORKMANSHIP:
1. UNROLL BASE MATERIAL AND ALLOW TO RELAX FOR 24 HOURS, MINIMUM,
PRIOR TO INSTALLATION. CUT INTO LENGTHS FOR MINIMUM NUMBER OF
JOINTS. DOUBLE-CUT ADJOINING LENGTHS.
2. INSTALL WITH TIGHT BUTT JOINTS WITH NO JOINT WIDTHS GREATER THAN
1/64".
B. TOP-SER BASE:
1. APPLY ADHESIVE AND ADHERE TO VERTICAL SURFACES.
2. PRESS DOWN SO THAT BOTTOM EDGE FOLLOWS FLOOR PROFILE.
3. FORM INTERNAL CORNERS USING PREMOLDED CORNERS.
4. FORM EXTERNAL CORNERS USING PREMOLDED CORNERS.
5. SCRIBE BASE TO ABUTTING MATERIALS.
3.5 ACCESSORY INSTALLATION:
A. CUT MATERIALS TO LENGTHS AND SIZES INDICATED.
B. RESILIENT REDUCERS:
1. APPLY ADHESIVES AND BOND TO SUBSTRATE.
2. CENTER AND REDUCERS IN DOOR OPENINGS.
3. FIT EDGE TO DOOR FRAME JAMBS WITHOUT VISIBLE GAPS OR CRACKS.
4. FIT EDGES TO ABUTTING FLOOR MATERIALS FOR FLUSH FIT.
3.6 CLEANING:
A. UPON COMPLETION OF INSTALLATION, CLEAN SURFACES USING A NEUTRAL CLEANER
ACCEPTABLE TO MATERIAL MANUFACTURER.
B. JUST PRIOR TO DATE OF SUBSTANTIAL COMPLETION, BUFF NO-WAX FLOORS USING
BUFFING COMPOUND FOR NO-WAX FINISH. FOR INDICATED FLOORING TYPES, APPLY
TWO COATS OF NON-SLIP WAX TO CLEAN WAXABLE FLOOR SURFACES AND BUFF.
3.7 MAINTENANCE MATERIAL:
A. SALVAGE SCRAPS FROM INSTALLATION OF SHEET FLOORING GOODS OVER THREE SQ.
FT. IN AREA AND OVER 1'-0" IN WIDTH FOR OWNER'S USE.
END OF SECTION
SECTION 09 9000 - PAINTING AND COATING
PART 1 - GENERAL
1.1 SUMMARY:
A. WORK OF THIS SECTION INCLUDES:
1. TOUCHING UP OF SHOP-APPLIED PRIME COATS.
2. PREPARATION OF SURFACES TO RECEIVE FINISHES.
3. PAINTING, OR OTHERWISE FINISHING OF SURFACES, EXCEPT AS OTHERWISE
INDICATED.
B. RELATED WORK SPECIFIED ELSEWHERE:
1. SHOP-APPLIED PRIMER COATS.
2. JOINT SEALANTS.
3. PIPING IDENTIFICATON.
4. PREFINISHED ITEMS.
1.2 DEFINITIONS:
A. STANDARD COATING TERMS: AS DEFINED IN ASTM D16-12.
B. COMMERCIAL: PAINTER GRADE PRODUCTS.
C. DFT: DRY FILM THICKNESS OF THE COATING.
D. PREMIUM: BEST QUALITY PRODUCT (TOP OF THE LINE):
E. VOC: VOLATILE ORGANIC COMPOUNDS FOUND IN PRIMERS, PAINTS, SEALERS AND
STAINS. VOC LEVELS ARE DESIGNATED IN GRAMS PER LITER (g/L).
1.3 PERFORMANCE REQUIREMENTS:
A. DFT FOR EACH PRIMER, PAINT, SEALER AND STAIN SHALL BE AS RECOMMENDED BY
PRODUCT MANUFACTURER'S PRODUCT DATA.
B. VOC CONTENT: PAINTS, PRIMERS, AND SEALERS SHALL HAVE A VOC CONTENT LESS
THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY
MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL COATINGS, RULES IN
EFFECT JANUARY 1, 2004.
1.4 ACTION SUBMITTALS:
A. PRODUCT DATA:
1. SUBMIT COMPLETE LIST OF PRODUCTS PROPOSED FOR USE AT LEAST 30 DAYS
PRIOR TO COMMENCEMENT OF PAINTING WORK.
2. INDICATE MANUFACTURER, BRAND NAME, QUALITY, TYPE, AND SHEEN FOR
EACH TYPE OF PAINT AND FOR EACH SURFACE TO BE FINISHED. INDICATE VOC
RATING AND COMPLIANCE WITH APPLICABLE REGULATIONS.
3. INDICATE MANUFACTURER'S INSTRUCTIONS REGARDING MIXING, SURFACE
PREPARATION AND APPLICATION. INCLUDE APPLICATION RATES, FILM
THICKNESS AND REQUIRED PRIMERS.
4. INTENT OF CONTRACTOR TO USE PRODUCTS SPECIFIED DOES NOT RELIEVE
HIM FROM HIS RESPONSIBILITIES OF SUBMITTING PRODUCT LIST.
B. VERIFICATION SAMPLES: SUBMIT TWO SETS OF SELECTED COLOR SAMPLES FROM
PAINT MANUFACTURER FOR ARCHITECT'S REVIEW AND ACCEPTANCE.
1.5 QUALITY ASSURANCE:
A. APPLICABLE STANDARDS:
1. ASTM INTERNATIONAL (ASTM), AS REFERENCED HEREIN.
2. ENVIRONMENTAL PROTECTION AGENCY (EPA), VOLATILE ORGANIC
COMPOUNDS (VOC) STANDARDS AS REQUIRED BY LOCAL CODES AND
REGULATIONS.
1.6 DELIVERY, STORAGE AND HANDLING:
A. DELIVERY: DELIVER MATERIALS TO PROJECT SITE READY-MIXED IN ORIGINAL
CONTAINERS WITH LABELS INTACT; LABELS BEARING MANUFACTURER'S NAME, PAINT
TYPE, COLOR AND RECOMMENDED INSTALLATION AND REDUCING PROCEDURES.
B. STORAGE AND HANDLING:
1. STORE MATERIALS IN LOCATION ACCEPTABLE TO ARCHITECT.
2. MAINTAIN NEAT, CLEAN CONDITIONS IN STORAGE AREA; REMOVE RAGS AND
WASTE MATERIALS AT END OF EACH DAY'S WORK.
3. CLOSE CONTAINERS AT END OF DAY'S WORK. LEAVE NO MATERIALS OPEN.
1.7 PROJECT/ SITE CONDITIONS:
A. ENVIRONMENTAL REQUIREMENTS:
1. COMPLY WITH MANUFACTURER'S PRODUCT DATA AS TO ENVIRONMENTAL
CONDITIONS UNDER WHICH MATERIALS MAY BE APPLIED.
2. APPLY NO MATERIALS IN SPACES WHERE DUST IS BEING GENERATED.
3. COMPLY WITH APPLICABLE VOC REGULATIONS.
B. PROTECTION: COVER FINISHED WORK OF OTHER TRADES AND SURFACES NOT BEING
PAINTED CONCURRENTLY AND PREFINISHED ITEMS.
C. SAFETY PRECAUTIONS:
1. PROVIDE TEMPORARY FIRE PROTECTION EQUIPMENT IN MATERIALS STORAGE
AREA.
2. PROHIBIT SMOKING IN STORAGE AREA.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. ACCEPTABLE MANUFACTURERS: EXCEPT AS OTHERWISE NOTED, PRODUCTS SPECIFIED
AS A STANDARD OF QUALITY ARE MANUFACTURED BY BENJAMIN MOORE CO.
PRODUCTS OF THE FOLLOWING MANUFACTURERS SIMILAR IN TYPE AND QUALITY ARE
ACCEPTABLE FOR USE, SUBJECT TO APPROVAL OF PRODUCT LIST:
1. FRAZEE PAINT.
2. DUNN-EDWARDS CORPORATION.
3. SHERWIN-WILLIAMS.
B. WHERE PRODUCTS OTHER THAN THOSE OF THE MANUFACTURER LISTED AS THE
STANDARD OF QUALITY ARE SPECIFIED IN PAINTING SCHEDULE, SUCH PRODUCTS HAVE
BEEN SELECTED TO ACHIEVE SPECIFIC RESULTS AND SUBSTITUTIONS WILL BE
ALLOWED ONLY IN ACCORD WITH PRODUCT SUBSTITUTION PROCEDURES SECTION.
2.2 PAINTING MATERIALS:
A. MISCELLANEOUS MATERIALS:
1. PAINT THINNERS AND TINTS SHALL BE PRODUCTS OF SAME MANUFACTURER
AS PAINTS OR APPROVED BY HIM FOR USE WITH HIS PRODUCTS.
2. SHELLAC, TURPENTINE, PATCHING COMPOUNDS AND SIMILAR MATERIALS
REQUIRED FOR EXECUTION OF WORK SHALL BE PURE, BEST QUALITY
PRODUCTS.
B. PAINT AND STAIN COLORS SHALL BE AS INDICATED ON FINISH SCHEDULE WITH FINAL
APPROVAL BASED ON BRUSH-OUT SUBMITTAL.
PART 3 - EXECUTION
3.1 PREPARATION:
A. INCLUDE PAINTING REQUIRED BY PROJECT EXCEPT FOR PREFINISHED ITEMS AND
SPECIAL FINISHES AS SPECIFIED IN OTHER SECTIONS.
B. EXISTING SURFACES:
1. FOR PREVIOUSLY PAINTED SURFACES, REMOVE DIRT, DEBRIS AND CHALK BY
WASHING WITH DETERGENT AND WATER.
2. PREVIOUSLY PAINTED METAL SURFACES TO REMAIN SHALL BE WIRE-BRUSHED
AND CLEANED OF EXISTING PAINT AND RUST.
3. TREAT MILDEWED SURFACES WITH A SOLUTION OF ONE QUART
HYPOCHLORITE BLEACH TO A HALF CUP OF DETERGENT TO ONE GALLON
WATER. RINSE AND ALLOW TO DRY PRIOR TO PAINTING.
4. SCRAPE OR USE APPROPRIATE MEANS TO REMOVE ALL LOOSE, PEELING,
FLAKING, OR MARGINALLY ADHERING PAINT FROM THE SURFACE. FEATHER
SAND EDGES AS NECESSARY.
5. REPAIR OR REPLACE CAULKING WHERE NEEDED.
6. AFTER CLEANING, GLOSSY SURFACES SHALL BE DULLED BY SANDING.
REMOVE ALL SANDING DUST FROM THE SURFACE AFTER SANDING HAS TAKEN
PLACE.
7. PREPARE BARE AREAS AS NEW SURFACES, AND STOP PRIME OR FILL THOSE
AREAS WITH THE APPROPRIATE PRIMER OR FILLER.
8. PATCH OR REPAIR ALL CRACKS OR VOIDS WITH THE APPROPRIATE PATCHING
COMPOUND AND SAND SMOOTH AS NECESSARY.
9. SPOT PRIME ALL PATCHED AREAS WITH THE APPROPRIATE PRIMER PRIOR TO
FINISHING.
10. IF AFTER CLEANING CHALKY SURFACES CHALK RESIDUE IS STILL PRESENT,
PRIME THE ENTIRE SURFACE WITH THE PROPER BONDING PRIMER TO INSURE
GOOD ADHESION OF THE TOPCOAT TO THE SUBSTRATE.
C. WHERE FINISH MATERIALS ABUT OR ARE ABUTTED BY DISSIMILAR MATERIALS, CAULK
JOINTS IN ACCORD WITH JOINT SEALANTS SECTION.
D. GYPSUM BOARD:
1. FILL NARROW, SHALLOW CRACKS AND SMALL HOLES WITH PATCHING
COMPOUND, ALLOW TO DRY AND SAND SMOOTH WITHOUT RAISING NAP OF
GYPSUM BOARD PAPER.
2. GYPSUM BOARD SHALL BE FINISHED AS SPECIFIED IN GYPSUM BOARD
SECTION PRIOR TO PAINTING.
E. FERROUS METALS:
1. WIRE-BRUSH OR SANDPAPER TO REMOVE RUST AND MILL SCALE.
2. SOLVENT-CLEAN WITH XYLOL TO REMOVE GREASE, OIL AND CONTAMINANTS.
WIPE DRY WITH CLEAN CLOTH.
3.2 APPLICATIOIN:
A. APPLY PAINT ONLY WHEN MOISTURE CONTENT OF SURFACES IS WITHIN LIMITS
RECOMMENDED IN PRODUCT DATA. APPLY PAINT MATERIALS USING CLEAN BRUSHES,
ROLLERS OR SPRAYING EQUIPMENT.
B. APPLY MATERIALS AT RATE NOT EXCEEDING THAT RECOMMENDED IN PRODUCT DATA
FOR SURFACE BEING PAINTED, LESS TEN PERCENT FOR LOSSES.
C. COMPLY WITH PRODUCT DATA FOR DRYING TIME BETWEEN COATS.
D. SAND AND DUST BETWEEN COATS TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF
5'-0".
E. FINISH COATS SHALL BE SMOOTH, FREE OF BRUSH MARKS, STREAKS, LAPS OR PILE-UP
OF PAINT, SKIPPED OR MISSED AREAS.
F. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS CLEAN AND SHARP
WITHOUT OVERLAPPING.
G. PRIMER COATS MAY BE OMITTED FOR SURFACES SPECIFIED TO RECEIVE FACTORY-
APPLIED PRIMER, IF PRIMER IS COMPATIBLE WITH FINISH COATS. IF PRIMER COATS ARE
NOT COMPATIBLE, SUBSTITUTE A BOND COAT AS RECOMMENDED BY PAINT
MANUFACTURER FOR SPECIFIED PRIMER COAT.
H. WHERE TWO-COAT FINISH IS SPECIFIED, PRIME COAT SHALL BE TINTED TO
APPROXIMATE FINISH COLOR.
I. WHERE PORTION OF FINISH ON GYPSUM BOARD PARTITION IS DAMAGED OR
UNACCEPTABLE, REFINISH ENTIRE SURFACE OF PARTITION.
J. SEAL TOPS AND BOTTOMS OF INTERIOR DOORS WITH PRIME COAT ONLY; SIDE EDGES
SAME AS FACES.
K. REMOVE AND PROTECT HARDWARE, ACCESSORIES, DEVICE PLATES, LIGHTING
FIXTURES, FACTORY-FINISHED WORK AND SIMILAR ITEMS, OR PROVIDE IN-PLACE
PROTECTION. UPON COMPLETION OF EACH SPACE, REPLACE REMOVED ITEMS.
L. PAINT EXPOSED PIPING AND DUCKWORK IN PAINTED SPACES SAME AS ADJACENT
WALL SURFACES.
M. THE FOLLOWING SURFACES DO NOT REQUIRE PAINTING:
1. PREFINISHED AND FACTORY-FINISHED SURFACES AND ITEMS, EXCEPT WHERE
INDICATED OTHERWISE.
2. CONCEALED DUCKWORK, CONDUIT AND PIPING.
3.3 PAINT SCHEDULES:
A. INTERIOR PAINT SCHEDULE:
1. GYPSUM BOARD: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER INTERIOR
GYPSUM BOARD SURFACES:
A. LOW-LUSTER ACRYLIC EGGSHELL FINISH:
1) FIRST COAT OVER BARE DRYWALL: MOORE #023 FRESH START
ACRYLIC LATEX PRIMER 50 g/L 1.3 MILS DFT.
2) FIRST COAT OVER PREVIOUSLY PAINTED DRYWALL: MOORE
#SXA-110 STIX WATERBORNE BONDING PRIMER 40% VOL
SOLIDS, 2.1 MILS DFT.
3) SECOND COAT: MOORE #N538 ULTRA SPEC 500, ZERO VOC,
ACRYLIC EGGSHELL ENAMEL, 1.8 MILS DFT.
4) THIRD COAT: MOORE #N538 ULTRA SPEC 500, ZERO VOC,
ACRYLIC EGGSHELL ENAMEL, 1.8 MILS DFT.
2. FERROUS METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW AND
PREVIOUSLY PAINTED FERROUS METAL:
A. SEMI-GLOSS ACRYLIC ENAMEL FINISH:
1) FIRST COAT: MOORE #P04 SUPER SPEC HP ACRYLIC METAL
PRIMER 54 g/L, 2.3 MILS DFT.
2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
3. ZINC-COATED METAL: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW
AND PREVIOUSLY PAINTED INTERIOR ZINC-COATED METAL SURFACES:
A. SEMI-GLOSS ACRYLIC ENAMEL FINISH:
1) FIRST COAT: MOORE #P04 SUPER SPEC HP ACRYLIC METAL
PRIMER 54 g/L, 2.3 MILS DFT.
2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
4. ALUMINUM: PROVIDE THE FOLLOWING FINISH SYSTEMS OVER NEW AND
PREVIOUSLY PAINTED INTERIOR ALUMINUM METAL SURFACES:
A. SEMI-GLOSS ACRYLIC ENAMEL FINISH:
1) FIRST COAT: MOORE #SXA-110 STIX BONDING PRIMER 40%
VOL. SOLIDS, 2.1 MILS DFT.
2) SECOND COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
3) THIRD COAT: MOORE #P29 SUPER SPEC HP ACRYLIC DTM
SEMI-GLOSS ENAMEL, 206 g/L, 2.5 MILS DFT.
END OF SECTION
DIVISION 10 - SPECIALTIES
SECTION 10 2123 - CUBICLE TRACK AND CURTAINS
PART 1 - GENERAL
1.1 SUMMARY:
A. WORK OF THIS SECTION INCLUDES CUBICLE CURTAIN TRACK, CURTAINS AND
ACCESSORIES.
B. RELATED WORK SPECIFIED ELSEWHERE:
1. ROUGH CARPENTRY.
2. ACOUSTICAL CEILINGS.
1.2 SUBMITTALS:
A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN.
B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION
INSTRUCTIONS FOR EACH TYPE OF CUBICLE CURTAIN TRACK, CURTAIN AND
INSTALLATION ACCESSORY REQUIRED. INCLUDE METHODS OF INSTALLATION FOR EACH
TYPE OF SUPPORTING STRUCTURE.
1.3 QUALITY ASSURANCE:
A. MANUFACTURER QUALIFICATIONS: FABRICATOR WITH NOT LESS THAN 3 YEARS OF
PRODUCTION EXPERIENCE WITH CUBICLE CURTAIN TRACK, CURTAIN SIMILAR TO
REQUIREMENTS OF THIS PROJECT.
B. INSTALLER QUALIFICATIONS: FIRM SPECIALIZING IN CUBICLE CURTAIN TRACKS WITH NOT
LESS THAN 2 YEARS OF EXPERIENCE IN INSTALLATION OF PRODUCTS SIMILAR TO THAT
REQUIRED FOR THIS PROJECT.
1.4 DELIVERY, STORAGE AND HANDLING:
A. COMPLY WITH INSTRUCTIONS AND RECOMMENDATIONS OF MANUFACTURER FOR
SPECIAL DELIVERY, STORAGE, AND HANDLING REQUIREMENTS.
B. DELIVER MATERIAL TO PROJECT SITE ON PROTECTIVE WRAPPINGS AND CONTAINERS,
CLEARLY LABELED WITH IDENTIFICATION OF MANUFACTURER. STORE MATERIALS IN
PACKAGES, INSIDE WELL-VENTILATED AREA PROTECTED FROM WEATHER, MOISTURE,
SOILING, AND TEXTURE TEMPERATURE AND HUMIDITY.
1.5 SEQUENCING AND SCHEDULING:
A. SEQUENCE CUBICLE CURTAIN TRACK, CURTAIN INSTALLATION WITH OTHER WORK TO
MINIMIZE POSSIBILITY OF DAMAGE AND SOILING DURING REMAINDER OF CONSTRUCTION
PERIOD.
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE
PRODUCTS OF ONE OF THE FOLLOWING:
1. BASIS OF DESIGN: GENERAL CUBICLE COMPANY, INC.
2. KIRSCH.
3. INPRO CORP.
4. AR NELSON.
2.2 TRACK MATERIALS:
A. PROVIDE CUBICLE CURTAIN TRACK CONFIGURATIONS AS SHOWN ON DRAWINGS,
EQUIPPED WITH HARDWARE AS SCHEDULED.
B. EXTRUDED-ALUMINUM TRACK: NOT LESS THAN 1-1/4" WIDE BY 3/4" HIGH; WITH MINIMUM
WALL THICKNESS OF 0.058".
1. CURVED TRACK: FACTORY FABRICATED 14" RADIUS BENDS.
2. TRACK FINISH: WHITE BAKED ENAMEL.
C. PROVIDE TRACK ACCESSORIES AS REQUIRED.
D. TRACK ACCESSORIES: FABRICATE SPLICES, END CAPS, CONNECTORS, END STOPS,
COUPLING AND JOINING SLEEVES, WALL FLANGES, BRACKETS, CEILING CLIPS, AND
OTHER ACCESSORIES FROM SAME MATERIAL AND WITH SAME FINISH AS TRACK.
1. SUSPENDED TRACK SUPPORT: NOT LESS THAN 7/8" O.D. TUBE.
2. END STOP: REMOVABLE WITH CARRIER HOOK.
3. SPLICING CLAMP: ANODIZED SLEEVE SECURING JOINED SECTIONS OF TRACK.
4. CURVES: TRACK CHANNEL BENT TO 12" RADIUS.
5. SPLICE LOCATIONS: PROVIDE CONTINUOUS TRACK ASSEMBLIES WITHOUT
SPLICES WHEREVER POSSIBLE. WHERE SPLICES ARE UNAVOIDABLE, LOCATE
SPLICES NO CLOSER THAN 12" FROM THE END OF A CURVED SECTION, NOR
CLOSER THAN 12" TO THE END OF THE TRACK.
6. ROLLER CARRIER: BASIS OF DESIGN IS GENERAL IFC-100.
7. CURTAIN ACCESSORIES: PROVIDE TRACK ACCESSORIES TO FACILITATE USE OF
CURTAINS.
2.3 CUBICLE CURTAINS:
A. CUBICLE CURTAIN:
1. BASIS OF DESIGN: ICP MEDICAL
2. ALTERNATE: OWNER APPROVED EQUAL.
PART 3 - EXECUTION
3.1 EXAMINATION:
A. EXAMINE AREAS AND CONDITIONS WHERE CURTAIN TRACK, CURTAIN WILL BE
INSTALLED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN
CORRECTED. ONCE THE CONTRACTOR ACCEPTS AND COMMENCES THE INSTALLATION
IN A ROOM OR AREA, THE CONTRACTOR SHALL REPAIR AND CORRECT DAMAGES TO THE
BUILDING CONSTRUCTION RESULTING FROM HIS INSTALLATION OPERATIONS.
3.2 PREPARATION:
A. PRIOR TO INSTALLATION OF CUBICLE CURTAIN TRACK AND CURTAINS, CLEAN
SUBSTRATE TO REMOVE DUST, DEBRIS, AND LOOSE PARTICLES.
B. COORDINATE MOUNTING OF TRACK WITH REFLECTED CEILING PLAN TO AVOID CONFLICT
WITH LIGHTS, AND OTHER CEILING MOUNTED DEVICES.
C. VERIFY THAT MATERIALS ARE THOSE SPECIFIED BEFORE INSTALLING.
3.3 INSTALLATION:
A. INSTALL CUBICLE CURTAIN TRACK, CURTAIN UNITS IN MANNER INDICATED TO COMPLY
WITH FABRICATOR'S INSTRUCTIONS. SECURE AT PROPER HEIGHT AND LOCATION
RELATIVE TO ADJOINING RELATED WORK. SECURELY ANCHOR UNITS WITH PROPER
ANCHORAGES, SUITED TO CEILING LEVEL, SURFACE MOUNTING.
B. SECURE TRACK TO CEILING WITH FASTENERS APPROPRIATE FOR SUBSTRATE AT
MINIMUM 3'-0" INTERVALS. PROVIDE TRACK ACCESSORIES AS REQUIRED.
C. MAKE PROVISIONS FOR UNENCUMBERED OPERATION OF HARDWARE.
3.4 FIELD QUALITY CONTROL:
A. TEST OPERATION OF EACH CUBICLE CURTAIN TRACK, CURTAIN AND ADJUST THOSE
WHICH DO NOT OPERATE SMOOTHLY.
3.5 ADJUSTING:
A. RETURN TO PROJECT SITE 6 MONTHS AFTER THE ARCHITECT'S FINAL CERTIFICATE, RE-
HANG ANY CUBICLE CURTAIN UNITS WHICH REQUIRE MINOR ADJUSTMENT; RE-HEM
CUBICLE CURTAIN UNITS WHICH HAVE STRETCHED.
3.6 CLEANING AND PROTECTION:
A. REMOVE SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM INSTALLATION
UPON COMPLETION OF WORK, AND LEAVE AREAS OF INSTALLATION IN NEAT, CLEAN
CONDITION.
B. PROTECT TESTED AND INSTALLED UNITS TO ENSURE OPTIMUM OPERATING CONDITIONS
WITHOUT DAMAGE, BLEMISHES OR INDICATION OF USE AT COMPLETION OF PROJECT.
REPAIR OR REPLACE DAMAGED, SOILED OR OTHERWISE DEFECTED UNITS.
END OF SECTION
SECTION 10 2600 - WALL PROTECTION
PART 1 - GENERAL
1.1 SUMMARY:
A. WORK OF THIS SECTION INCLUDES:
1. WALL PROTECTION
B. RELATED WORK SPECIFIED ELSEWHERE: GYPSUM BOARD.
1.2 REFERENCES:
A. ASTM INTERNATIONAL (ASTM)
B. INTERNATIONAL BUILDING CODE (IBC)
C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); LIFE SAFETY CODE.
D. UNDERWRITERS LABORATORIES (UL).
1.3 ACTION SUBMITTALS:
A. PRODUCT DATA: SUBMIT PRODUCT DATA AND DETAILED SPECIFICATIONS FOR EACH
SYSTEM COMPONENT AND INSTALLATION ACCESSORY REQUIRED, INCLUDING
INSTALLATION METHODS FOR EACH TYPE OF SUBSTRATE.
B. SAMPLES: SAMPLES FOR VERIFICATION PURPOSES: SUBMIT 12" LONG SAMPLE OF EACH
MODEL SPECIFIED AND AS PROPOSED FOR THIS WORK, FOR VERIFICATION OF GUARD.
1.4 QUALITY ASSURANCE:
A. INSTALLER QUALIFICATIONS: ENGAGE AN INSTALLER WHO HAS NO LESS THAN 3 YEARS
EXPERIENCE IN INSTALLATION OF SYSTEMS SIMILAR IN COMPLEXITY TO THOSE
REQUIRED FOR THIS PROJECT.
B. MANUFACTURER'S QUALIFICATIONS: NOT LESS THAN 5 YEARS EXPERIENCE IN THE
PRODUCTION OF SPECIFIED PRODUCTS AND A RECORD OF SUCCESSFUL IN-SERVICE
PREFORMANCE.
C. CODE COMPLIANCE: ASSEMBLIES SHALL CONFORM TO APPLICABLE CODES INCLUDING
IBC, AND LIFE SAFETY.
D. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE WALL PROTECTION SYSTEM
COMPONENTS WITH UL LABEL INDICATING THAT THEY ARE IDENTICAL TO THOSE TESTED
IN ACCORD WITH ASTM E84-12A FOR CLASS 1 CHARACTERISTICS LISTED BELOW"
1. FLAME SPREAD: 25 OR LESS
2. SMOKE DEVELOPED: 450 OR LESS.
E. IMPACT STRENGTH: PROVIDE ASSEMBLED WALL PROTECTION UNITS THAT HAVE BEEN
TESTED IN ACCORD WITH THE APPLICABLE PROVISIONS OF ASTM F476-84(2002)
F. CHEMICAL AND STAIN RESISTANCE: PROVIDE WALL PROTECTION SYSTEM COMPONENTS
WITH CHEMICAL AND STAIN RESISTANCE IN ACCORDANCE WITH ASTM D1308-02(2007).
G. COLOR MATCH: PROVIDE WALL PROTECTION COMPONENTS THAT ARE COLOR MATCHED
IN ACCORDANCE WITH THE FOLLOWING:
1. DELTA ECMC OF NO GREATER THAN 1.0 USING CIELAB COLOR SPACE.
H. SINGLE SOURCE RESPONSIBILITY: PROVIDE ALL COMPONENTS OF THE WALL
PROTECTION SYSTEM MANUFACTURED BY THE SAME COMPANY TO ENSURE
COMPATIBILITY OF COLOR, TEXTURE AND PHYSICAL PROPERTIES.
1.5 DELIVERY, STORAGE AND HANDLING:
A. DELIVER MATERIALS TO THE PROJECT SITE IN UNOPENED ORIGINAL FACTORY
PACKAGING CLEARLY LABELED TO SHOW MANUFACTURER.
B. STORE MATERIALS IN ORIGINAL, UNDAMAGED PACKAGING IN A COOL, DRY PLACE OUT
OF DIRECT SUNLIGHT AND EXPOSURE TO THE ELEMENTS. MAINTAIN A MINIMUM ROOM
TEMPERATURE OF 40 DEGREES F. AND A MAXIMUM TEMPERATURE OF 100 DEGREES F.
C. STORE MATERIAL FLAT.
1.6 PROJECT CONDITIONS:
A. ACCLIMATE MATERIALS IN AN ENVIRONMENT OF 65 DEGREES TO 75 DEGREES FOR AT
LEAST 24 HOURS PRIOR TO BEGINNING INSTALLATION.
B. INSTALLATION AREAS SHALL BE ENCLOSED AND WEATHERPROOFED BEFORE
INSTALLATION COMMENCES.
PART 2 - PRODUCTS
2.1 CORNER GUARDS:
A. ENGINEERING PETG: HIGH IMPACT ACROVYN 4000 WITH NOMINAL .040" THICKNESS.
B. ALUMINUM EXTRUSIONS: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER
FOR TYPE OF USE AND FINISH INDICATED, BUT WITH NOT LESS THAN STRENGTH AND
DURABILITY PROPERTIES SPECIFIED IN ASTM B221-12A FOR ALLOY 6063-T5.
C. FASTENERS: ALUMINUM, NONMAGNETIC STAINLESS-STEEL, OR OTHER NONCORROSIVE
METAL SCREWS, BOLTS, AND OTHER FASTENERS COMPATIBLE WITH ITEMS BEING
FASTENED. USE SECURITY-TYPE FASTENERS WHERE EXPOSED TO VIEW.
D. ADHESIVE: AS RECOMMENDED BY IMPACT-RESISTANT PLASTIC WALL PROTECTION
MANUFACTURER'S PRODUCT DATA AND WITH A VOC CONTENT LESS THAN THE CURRENT
VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)
RULE #1113, ARCHITECTURAL COATINGS, RULES IN EFFECT JANUARY 1, 2004.
E. REFER TO FINISH SCHEDULE.
2.2 FABRICATION:
A. FABRICATE IMPACT-RESISTANT WALL PROTECTION UNITSTO COMPLY WITH
REQUIREMENTS INDICATED FOR DESIGN, DIMENSIONS, AND MEMBER SIZES,
INCLUDING THICKNESSES OF COMPONENTS.
B. ASSEMBLE COMPONENTS IN FACTORY TO GREATEST EXTENT POSSIBLE TO MINIMIZE
FIELD ASSEMBLY. DISASSEMBLE ONLY AS NECESSARY FOR SHIPPING AND HANDLING.
C. FABRICATE COMPONENTS WITH TIGHT SEAMS AND JOINTS WITH EXPOSED EDGES
ROLLED. PROVIDE SURFACES FREE OF WRINKLES, CHIPS, DENTS, UNEVEN COLORATION,
AND OTHER IMPERFECTIONS. FABRICATE MEMBERS AND FITTINGS TO PRODUCE FLUSH,
SMOOTH, AND RIGID HAIRLINE JOINTS.
PART 3 - EXECUTION
3.1 EXAMINATION:
A. EXAMINE SUBSTRATES AND WALL AREAS, WITH INSTALLER PRESENT, FOR
COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER
CONDITIONS AFFECTING PERFORMANCE OF WORK.
B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN
CORRECTED.
3.2 PREPARATION:
A. COMPLETE FINISHING OPERATIONS, INCLUDING PAINTING , BEFORE INSTALLING
IMPACT-RESISTANT WALL PROTECTION SYSTEM COMPONENTS.
B. BEFORE INSTALLATION, CLEAN SUBSTRATE TO REMOVE DUST, DEBRIS, AND LOOSE
PARTICLES.
3.3 INSTALLATION:
A. GENERAL: INSTALL IMPACT-RESISTANCE HANDRAILS UNITS LEVEL, PLUMB, AND TRUE
TO LINE WITHOUT DISTORTIONS. DO NOT USE MATERIALS WITH CHIPS, CRACKS, VOIDS,
STAINS, OR OTHER DEFECTS THAT MIGHT BE VISIBLE IN THE FINISHED WORK.
3.4 CLEANING:
A. IMMEDIATELY AFTER COMPLETION OF INSTALLATION, CLEAN PLSTIC COVERS AND
ACCESSORIES USING A STANDARD, AMMONIA-BASED, HOUSEHOLD CLEANING AGENT.
B. REMOVE EXCESS ADHESIVE USING METHODS AND MATERIALS RECOMMENDED IN
MANUFACTURER'S PRODUCT DATA.
END OF SECTION
DIVISION 11 THRU 21
(NO SECTIONS REQUIRED)
DIVISION 22
PROVIDED ON PLUMBING DRAWINGS
DIVISION 23
PROVIDED ON MECHANICAL DRAWINGS
DIVISION 24
(NO SECTIONS REQUIRED)
DIVISION 25
(NO SECTIONS REQUIRED)
DIVISION 26
PROVIDED ON ELECTRICAL DRAWINGS
DIVISION 27 THRU 49
(NO SECTIONS REQUIRED)
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
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THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:29 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G0-04
SPECIFICATIONS
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
DIVISION 14
(NO SECTIONS REQUIRED)
DIVISION 15
(NO SECTIONS REQUIRED)
DIVISION 16
(NO SECTIONS REQUIRED)
DIVISION 17
(NO SECTIONS REQUIRED)
DIVISION 18
(NO SECTIONS REQUIRED)
DIVISION 19
(NO SECTIONS REQUIRED)
DIVISION 20
(NO SECTIONS REQUIRED)
DIVISION 21
(NO SECTIONS REQUIRED)
DIVISION 22
PROVIDED ON PLUMBING DRAWINGS
DIVISION 23
PROVIDED ON MECHANICAL DRAWINGS
DIVISION 24
(NO SECTIONS REQUIRED)
DIVISION 25
(NO SECTIONS REQUIRED)
DIVISION 26
PROVIDED ON ELECTRICAL DRAWINGS
DIVISION 27 THRU 49
(NO SECTIONS REQUIRED)
DIVISION 13 - SPECIAL CONSTRUCTION
SECTION 13 4900 - RADIATION PROTECTION
1.1 SUMMARY
A. SECTION INCLUDES
1. LEAD SHEET, STRIP, AND PLATE
2. LEAD-LINED GYPSUM BOARD.
3. LEAD GLASS
4. LEAD-LINED FLUSH WOOD DOORS
5. LEAD-LINED HOLLOW METAL FRAME
1.2 SUBMITTALS
A. PRODUCT DATA
B. SHOP DRAWINGS SHOWING INSTALLATION CONDITIONS FOR DUCTS, PIPES, CONDUIT,
AND OTHER OBJECTS THAT PENETRATE RADIATION PROTECTION.
C. QUALIFICATION DATA:
1. FOR INSTALLER
2. FOR FLUSH WOOD DOOR MANUFACTURER QUALIFICATIONS
2.1 PERFORMANCE REQUIREMENTS
A. PROVIDE MATERIALS AND WORKMANSHIP, INCLUDING JOINTS AND FASTENERS, THAT
MAINTAIN CONTINUITY OF RADIATION PROTECTION AT ALL POINTS AND IN ALL DIRECTIONS
EQUIVALENT TO MATERIALS SPECIFIED IN THICKNESSES AND LOCATIONS INDICATED.
1. MATERIALS, THICKNESSES, AND CONFIGURATIONS INDICATED ARE BASED ON
RADIATION PROTECTION DESIGN PREPARED BY OWNER'S RADIATION HEALTH
PHYSICIST.
2.2 MATERIALS
A. LEAD SHEET, STRIP, AND PLATE: ASTM B 749, ALLOY UNS NO. L51121 (CHEMICAL COPPER
LEAD).
B. LEAD-LINED GYPSUM BOARD: 5/8-INCH THICK GYPSUM BOARD COMPLYING WITH SECTION
09 2900 "GYPSUM BOARD," OF WIDTH AND LENGTH REQUIRED FOR SUPPORT SPACING
AND TO PREVENT CRACKING DURING HANDLING, AND WITH A SINGLE SHEET OF LEAD
LAMINATED TO THE BACK OF THE BOARD.
1. FURNISH 3" WIDE LEAD STRIPS FOR WRAPPING METAL STUD FLANGES
2. FURNISH 2" WIDE LEAD STRIPS FOR BACKING JOINTS
3. FURNISH 5/8" DIAMETER LEAD DISKS FOR COVERING SCREW HEADS
C. LEAD GLASS: LEAD-BARIUM, POLISHED GLASS CONTAINING NOT LESS THAN 60 PERCENT
HEAVY METAL OXIDES, INCLUDING NOT LESS THAN 48 PERCENT LEAD OXIDE BY WEIGHT.
D. LEAD-LINED, HOLLOW-METAL DOOR FRAMES
1. GENERAL: STEEL DOOR FRAMES COMPLYING WITH NAAMM-HMMA 861, ]LINED WITH
LEAD SHEET OF THICKNESS NOT LESS THAN THAT REQUIRED FOR DOORS AND
WALLS WHERE FRAMES ARE USED.
2. FURNISH WITH ADDITIONAL REINFORCEMENTS AND INTERNAL SUPPORTS TO
ADEQUATELY CARRY THE WEIGHT OF LEAD-LINED DOORS. INSTALL
REINFORCEMENTS AND SUPPORTS BEFORE INSTALLING LEAD LINING.
3. FORM LEAD SHEET TO MATCH FRAME CONTOUR, CONTINUOUS IN EACH JAMB
AND ACROSS THE HEAD, LAPPING THE STOPS. FORM LEAD SHIELDS AROUND
AREAS PREPARED TO RECEIVE HARDWARE. FABRICATE LEAD LINING WIDE
ENOUGH TO MAINTAIN AN EFFECTIVE LAP WITH LEAD OF ADJACENT SHIELDING.
E. LEAD-LINED FLUSH WOOD DOORS
1. LEAD-LINED FLUSH WOOD DOORS: SOLID-CORE WOOD DOORS WITH LEAD LINING,
THICKNESS NOT LESS THAN THAT REQUIRED FOR PARTITION IN WHICH DOOR IS
INSTALLED
2. GRADE: CUSTOM
3. FACE VENEER SPECIES AND CUT: MATCH WOOD DOORS THAT ARE NOT LEAD
LINED
4. COLOR, PATTERNS, AND FINISHES: AS SELECTED BY ARCHITECT FROM
MANUFACTURER'S FULL RANGE
5. FACTORY FIT DOORS TO SUIT FRAME OPENINGS INDICATED WITH 1/16-INCH
CLEARANCE AT HEADS AND JAMBS AND MINIMUM CLEARANCE AT BOTTOM.
FACTORY MACHINE DOORS FOR HARDWARE NOT SURFACE APPLIED.
3.1 INSTALLATION OF LEAD-LINED GYPSUM BOARD
A. INSTALL WITH LONG EDGE PARALLEL TO SUPPORTS AND LEAD LINING FACING SUPPORTS.
PROVIDE BLOCKING AT END JOINTS.
B. FASTENING TO METAL SUPPORTS: USE STEEL DRILL SCREWS SPACED AS RECOMMENDED
IN WRITING BY GYPSUM BOARD MANUFACTURER.
1. INSTALL LEAD STRIPS, 2 INCHES (50 MM) WIDE AND SAME THICKNESS AS LEAD
LINING, TO FACE OF SUPPORTS AND BLOCKING WHERE JOINTS OCCUR. SECURE
LEAD STRIPS WITH CONSTRUCTION ADHESIVE. PROVIDE SHIMS AT FACE OF
SUPPORTS AND BLOCKING WHERE JOINTS DO NOT OCCUR.
C. OPENINGS: EXTEND LEAD-LINED GYPSUM BOARD INTO FRAMES OF OPENINGS, LAPPING
LEAD LINING WITH LEAD FRAMES OR FRAME LININGS AT LEAST 1 INCH (25 MM). ARRANGE
BOARD AROUND OPENINGS SO NEITHER HORIZONTAL NOR VERTICAL JOINTS OCCUR AT
CORNERS OF OPENINGS.
D. FINISH LEAD-LINED GYPSUM BOARD TO COMPLY WITH SECTION 092900 "GYPSUM BOARD."
3.2 INSTALLATION OF LEAD-LINED DOORS AND DOOR FRAMES
A. INSTALL LEAD-LINED STEEL DOOR FRAMES ACCORDING TO SECTION 08 1113
1. COMPLY WITH HMMA 840 UNLESS OTHERWISE INDICATED. EXCEPT FOR FRAMES
LOCATED IN EXISTING WALLS OR PARTITIONS, PLACE FRAMES BEFORE
CONSTRUCTING WALLS. SET FRAMES ACCURATELY IN POSITION, PLUMB, AND
BRACE SECURELY UNTIL PERMANENT ANCHORS ARE SET.
2. PROVIDE THREE ANCHORS PER JAMB, LOCATED ADJACENT TO HINGE ON HINGE
JAMB AND AT CORRESPONDING HEIGHTS ON STRIKE JAMB.
3. IN MASONRY CONSTRUCTION, USE WIRE OR T-STRAP ANCHORS AND APPLY A
COAT OF ASPHALT MASTIC OR PAINT TO LEAD LINING WHERE LEAD COMES IN
CONTACT WITH MASONRY OR GROUT.
4. IN METAL STUD CONSTRUCTION, USE WALL ANCHORS ATTACHED TO STUDS WITH
SCREWS.
5. LEAD LINING OF FRAMES: LINE INSIDE OF FRAMES WITH LEAD OF THICKNESS NOT
LESS THAN THAT REQUIRED IN DOORS AND WALLS WHERE FRAMES ARE USED.
FORM LEAD TO MATCH FRAME CONTOUR, CONTINUOUS IN EACH JAMB AND
ACROSS THE HEAD, LAPPING THE STOPS. FORM LEAD SHIELDS AROUND AREAS
PREPARED TO RECEIVE HARDWARE. LAP LINING OVER LINING IN WALLS AT LEAST
1 INCH
B. INSTALL LEAD-LINED WOOD DOORS ACCORDING TO SECTION 08 1416
1. INSTALL DOORS IN FRAMES LEVEL AND PLUMB, ALIGNED WITH FRAMES AND WITH
UNIFORM CLEARANCE AT EACH EDGE.
2. HARDWARE: LINE COVERS, ESCUTCHEONS, AND PLATES TO PROVIDE EFFECTIVE
SHIELDING AT CUTOUTS AND PENETRATIONS OF FRAMES AND DOORS. SEE
SECTION 08 7100 "DOOR HARDWARE" FOR OTHER INSTALLATION REQUIREMENTS.
3. OPERATION: REHANG OR REPLACE DOORS THAT DO NOT SWING OR OPERATE
FREELY. CHECK AND READJUST OPERATING HARDWARE ITEMS, LEAVING DOORS
AND FRAMES UNDAMAGED AND IN PROPER OPERATING CONDITION.
C. GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN SECTION 08 8000
3.3 INSTALLATION OF PENETRATING ITEMS
A. AT PENETRATIONS OF LEAD LININGS, PROVIDE LEAD SHIELDS TO MAINTAIN CONTINUITY OF
PROTECTION.
B. PROVIDE LEAD LININGS, SLEEVES, SHIELDS, AND OTHER PROTECTION IN THICKNESS NOT
LESS THAN THAT REQUIRED IN ASSEMBLY BEING PENETRATED.
C. SECURE SHIELDS AT PENETRATIONS USING ADHESIVE OR WIRE TIES BUT NOT PENETRATING
FASTENERS UNLESS INDICATED ON DRAWINGS.
D. OUTLET BOXES AND CONDUIT: COVER OR LINE WITH LEAD SHEET LAPPED OVER ADJACENT
LEAD LINING AT LEAST 1 INCH (25 MM). WRAP CONDUIT WITH LEAD SHEET FOR A DISTANCE
OF NOT LESS THAN 10 INCHES (250 MM) FROM BOX.
E. DUCT OPENINGS: UNLESS OTHERWISE INDICATED, LINE OR WRAP DUCTS WITH LEAD SHEET
FOR DISTANCE FROM PARTITION/CEILING EQUAL TO THREE TIMES THE LARGEST OPENING
DIMENSION. LAP LEAD SHEET WITH ADJACENT LEAD LINING AT LEAST 1 INCH.
F. PIPING: UNLESS OTHERWISE INDICATED, WRAP PIPING WITH LEAD SHEET FOR A DISTANCE
OF NOT LESS THAN 10 INCHES (250 MM) FROM POINT OF PENETRATION.
3.4 FIELD QUALITY CONTROL
A. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS
AND INSPECTIONS AFTER RADIOLOGY EQUIPMENT HAS BEEN INSTALLED AND PLACED IN
OPERATING CONDITION.
B. CORRECT DEFICIENCIES IN OR REMOVE AND REPLACE RADIATION PROTECTION THAT
INSPECTION REPORTS INDICATE DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS.
C. PREPARE TEST AND INSPECTION REPORTS
END OF SECTION
SECTION 28 1000 ACCESS CONTROL AND ALARM MONITORING SYSTEM
PART 1 - GENERAL
1. SECTION INCLUDES
A. MATERIALS, EQUIPMENT, FABRICATION, INSTALLATION AND TESTS IN
CONFORMITY WITH APPLICABLE CODES AND AUTHORITIES HAVING
JURISDICTION FOR THE FOLLOWING:
1. A COMPLETE ACCESS CONTROL AND ALARM MONITORING SYSTEM
AS DESCRIBED IN THE SPECIFICATIONS AND AS SHOWN IN DETAIL
ON THE DRAWINGS.
2. COMPLETE SYSTEM IS DEFINED AS ALL LABOR AND MATERIALS
REQUIRED TO COMPLETE THE WORK DESCRIBED HEREIN AND ON
THE DRAWINGS INCLUDING BUT NOT LIMITED TO: CONDUIT,
RACEWAYS, CABLES, CABLING, CONNECTORS, RISERS, NETWORK
INTERFACES, BACK BOXES, CARD READERS, CARDS, REQUEST TO
EXIT SENSORS, MOTION DETECTORS, ALARM CONTACTS,
CONTROLLERS, SPECIFIC ALARM PANELS, ACCESS CONTROL
PANELS, POWER SUPPLIES, TRANSFORMERS, UPS’S, PRINTERS,
INTERCOMS, INTERCOM HEAD-END EQUIPMENT AND
PROGRAMMING, TELEPHONES, PROGRAMMING, LABOR, HARD
DRIVES, SOFTWARE UPGRADES, LICENSE UPGRADES, SOFTWARE
SUPPORT LICENSES AND ACCESS CONTROL HEAD END
SOFTWARE. ALSO PROVIDE AND INSTALL REQUIRED
COMMUNICATION EQUIPMENT AND GEAR, PHONE LINE
MONITORING, POWER FILTERING, ENCLOSURES, TAMPER
SWITCHES, LATCHES AND LOCKS, MOUNTS, HOUSINGS, STANDS,
INTERFACES TO NEW AND EXISTING ELECTRIFIED DOOR
HARDWARE, INTERFACES TO AUTOMATIC DOOR OPERATORS AND
INTERFACES TO EQUIPMENT FURNISHED BY OTHERS.
3. PRODUCTS, EQUIPMENT, MATERIALS, SYSTEMS, ASSEMBLIES,
SOFTWARE AND ACCESSORIES AS SPECIFIED HEREIN DEFINE THE
MINIMUM STANDARDS. SPECIFICATIONS AND DRAWINGS DO NOT
SHOW OR LIST EVERY ITEM, ACCESSORY, FASTENER, BRACKET,
SUB-ASSEMBLY AND APPURTENANCE TO BE PROVIDED. WHEN AN
ITEM NOT SHOWN OR LISTED IS CLEARLY NECESSARY FOR
PROPER INSTALLATION, OPERATION AND FUNCTIONING OF THE
EQUIPMENT AND SYSTEMS THE SECURITY CONTRACTOR SHALL
PROVIDE, INSTALL, TEST AND CERTIFY THE ITEM AT NO INCREASE
IN CONTRACT PRICE.
4. THE LENEL ACCESS CONTROL SERVER WILL COMMUNICATE TO
THE ACCESS CONTROL FIELD PANELS VIA A NETWORK
CONNECTION OVER THE OWNER’S LAN/WAN. SECURITY
CONTRACTOR SHALL COORDINATE IP ADDRESSES, LAN DROPS,
NETWORK CONNECTIVITY AND BANDWIDTH ALLOCATION AND
USAGE WITH THE OWNER’S IT DEPARTMENT.
5. PROVIDE ALL SOFTWARE, HARDWARE, AND PROGRAMMING FOR
INSTALLATION, CONNECTION AND OPERATION OF THE NEW
SECURITY SYSTEM EQUIPMENT.
6. SECURITY CONTRACTOR IS RESPONSIBLE FOR FULLY
IMPLEMENTING THE FUNCTIONS DESCRIBED IN THE
SPECIFICATIONS AND SHOWN ON THE DRAWINGS.
7. COORDINATE ALL TELEPHONE AND DATA NETWORK
CONNECTIONS, PROGRAMMING, AND REQUIREMENTS WITH
OWNER’S IT DEPARTMENT.
8.FURNISH AND INSTALL ANY INTERFACE RELAYS, MATERIALS, AND
CABLING REQUIRED FOR CONNECTION TO THE FIRE ALARM CONTROL
PANEL (FACP).
1. RELATED SECTIONS
A. CONDUIT, WIRE AND CABLE INSTALLATIONS PERFORMED UNDER THIS
DIVISION SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE LOCAL
BUILDING CODES, CALIFORNIA ELECTRICAL CODE AND DIVISION 26
REQUIREMENTS.
B.COORDINATE DOOR HARDWARE WITH THE DIVISION 8 HARDWARE
CONTRACTOR.
C.COORDINATE ALL ELECTRICAL POWER AND CONDUIT REQUIREMENTS WITH
THE DIVISION 26 ELECTRICAL CONTRACTOR AND THE OWNER. ALL SECURITY
SYSTEMS SHALL BE ON AN EMERGENCY POWER BRANCH CIRCUIT.
1. REFERENCES
A. PUBLISHED SPECIFICATIONS, STANDARDS, TESTS AND CODES AND
RECOMMENDED STANDARDS OF TRADE, INDUSTRY OR GOVERNMENTAL
ORGANIZATIONS APPLY TO WORK IN THIS SECTION INCLUDING:
1. ADA – TITLE 3 OF THE AMERICANS WITH DISABILITIES ACT
2. ASCII – AMERICAN STANDARD CODE FOR INFORMATION
INTERCHANGE
3. ASTM – AMERICAN SOCIETY FOR TESTING AND MATERIALS
4. CCR – TITLES 19 AND 24 OF THE CALIFORNIA CODE OF
REGULATIONS
5. EIA – ELECTRONIC INDUSTRY ASSOCIATION
6. NEMA – NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION
7. NFPA – 2002 NATIONAL FIRE PROTECTION ASSOCIATION
STANDARDS
8. CEC – 2005 NATIONAL ELECTRICAL CODE WITH 2007 CA
AMENDMENTS
9. CBC – 2006 INTERNATIONAL BUILDING CODE WITH 2007 CA
AMENDMENTS
10. CFC – 2006 INTERNATIONAL FIRE CODE WITH 2007 CA
AMENDMENTS
11. CMC – 2006 INTERNATIONAL MECHANICAL CODE WITH 2007 CA
AMENDMENTS
12. UL – UNDERWRITERS LABORATORIES, INC.
B.ELECTRONIC DEVICES RADIATING "RF" ENERGY SHALL COMPLY WITH
FEDERAL COMMUNICATION COMMISSION REGULATIONS, PARTICULARLY PART
FIFTEEN, AND SHALL MEET MINIMUM CLASS "B" REQUIREMENTS. PROVIDE FCC
CERTIFICATE NUMBERS INDICATING THAT THE FCC HAS APPROVED THE PRODUCTS.
1. QUALITY ASSURANCE
A. SECURITY CONTRACTOR SHALL BE CAPABLE OF PERFORMING SERVICE OR
MAINTENANCE WORK ON THE SPECIFIED SYSTEMS. SECURITY
CONTRACTOR’S LEAD TECHNICIAN SHALL BE FACTORY-CERTIFIED BY THE
SECURITY SYSTEM MANUFACTURER.
B.SECURITY CONTRACTOR TO PROVIDE AS PART OF THEIR QUOTE
DOCUMENTATION OF NATIONAL SOURCING AGREEMENTS (NSA) DISCOUNTS FOR
LENEL EQUIPMENT. DOCUMENTATION SHALL INCLUDE LENEL MSRP PRICE, KAISER
NSA DISCOUNT PERCENTAGE AND REVISED PRICE.
C.SECURITY CONTRACTOR MUST BE A LENEL AUTHORIZED DEALER. THE
SECURITY CONTRACTOR SHALL POSSESS ALL REQUIRED CONTRACTOR'S LICENSES.
1. SUBMITTALS
A. SUBMIT THE FOLLOWING TO THE ARCHITECT FOR APPROVAL PRIOR TO
COMMENCEMENT OF WORK:
1. MANUFACTURER'S NAME, BRAND NAME, EXACT PART NUMBER,
OPTIONS, ACCESSORIES AND CATALOG REFERENCES FOR ALL
EQUIPMENT SUPPLIED. INDICATE UL LISTINGS FOR ALL SYSTEM
COMPONENTS.
2. COMPLETE WIRING DIAGRAMS FOR ALL COMPONENTS, INCLUDING
CABLE TYPES AND QUANTITIES, ROUTINGS, FLOOR PLANS
INDICATING DEVICE LOCATIONS, CONDUIT SIZES, POINT- TO-POINT
TERMINATION AND RISER DIAGRAMS.
B.SUBMITTALS MUST BE COMPLETE. ALL SECURITY SYSTEM SUBMITTALS
SHALL BE IN A SIMILAR FORMAT FOR EASE OF REVIEW. THE ARCHITECT AND
SECURITY CONSULTANT RESERVE THE RIGHT TO REJECT ANY SUBMITTALS
DETERMINED TO BE INCOMPLETE. REJECTION OF SUBMITTALS FOR FAILURE TO
MEET THESE REQUIREMENTS SHALL NOT BE CONSIDERED GROUNDS FOR CLAIMS
OF DELAY.
PART 2 - PRODUCTS
2.1 ACCESS CONTROL AND ALARM MONITORING SYSTEM PRODUCTS
A. CARD READER DOORS
1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL 12 INCH BY 12
INCH SECURITY JUNCTION BOX IN THE ACCESSIBLE CEILING
SPACE ABOVE OR NEAR EACH CARD READER DOOR. INSTALL THE
JUNCTION BOX SO THAT IT IS ACCESSIBLE FROM THE SECURED
SIDE OF THE DOOR AND NOT BLOCKED BY EXIT LIGHTING, AIR
GRILLS, VENTS, SPRINKLERS OR SMOKE DETECTORS.
a. SECURITY CONTRACTOR TO INSTALL THE LNL-1300 OR
LNL-1320 READER INTERFACE MODULE IN THE SECURITY
JUNCTION BOX ASSOCIATED WITH EACH CARD READER
DOOR.
b. LABEL ALL WIRES AND CABLES WITH MACHINE-
GENERATED LABELS AS CLOSE AS POSSIBLE TO THEIR
TERMINATION POINT. ALL LABELS SHALL BE CLEARLY
VISIBLE WITHOUT THE NEED TO MOVE OTHER CABLES OR
REMOVE ANY CABLE MANAGEMENT DEVICES SUCH AS
TIE WRAPS.
c. INSTALL SUFFICIENT TERMINAL BLOCKS IN THE SECURITY
JUNCTION BOX TO MAKE UP ALL WIRE-TO-WIRE
CONNECTIONS. NO WIRE-NUT CONNECTIONS ARE
PERMITTED.
d. ALL WIRING WITHIN THE SECURITY JUNCTION BOX SHALL
BE DRESSED NEATLY AND PROFESSIONALLY.
e. PROVIDE SUFFICIENT SPARE CABLE LENGTH FOR EACH
CABLE TO FORM A SERVICE LOOP TO ENABLE IT TO
REACH ANY POINT WITHIN THE SECURITY JUNCTION BOX
WITHOUT THE NEED FOR SPLICING ADDITIONAL WIRE OR
PULLING ADDITIONAL CABLE IN FROM OUTSIDE THE
SECURITY JUNCTION BOX.
f. ALL SECURITY JUNCTION BOXES SHALL BE CLEARLY
MARKED ON THE OUTSIDE COVER SO THAT THEY CAN BE
IDENTIFIED FROM THE FLOOR BELOW WITHOUT THE USE
OF A LADDER WHEN THE ACCESSIBLE CEILING SPACE IS
OPEN. MARKINGS SHALL REFLECT THE DOOR NUMBER AS
WELL AS THE ACCESS CONTROL PANEL NUMBER AND
PORT ASSOCIATED WITH THAT CARD READER DOOR.
G.ALL INITIATING CIRCUITS SHALL BE WIRED NORMALLY
CLOSED WITH A 5-STATE SUPERVISION 1K/2K RESISTOR
INSTALLED AT THE END-OF-LINE DEVICE.
B.CARD READER DOOR DEVICES
1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL HID CORPORATION
THINLINE II CLASSIC STYLE CARD READERS. NO SUBSTITUTIONS WILL
BE ACCEPTED.
a. THE CARD READER SHALL COMMUNICATE IN A WIEGAND
PROTOCOL INTERFACE AND BE COMPATIBLE WITH ALL
STANDARD ACCESS CONTROL SYSTEMS.
b. CARD READERS INSTALLED AT INTERIOR LOCATIONS SHALL
BE WHITE IN COLOR.
2. SECURITY CONTRACTOR TO PROVIDE AND INSTALL DETECTION
SYSTEMS DS160 REQUEST-TO- EXIT MOTION DETECTOR AND TP160
MOUNTING PLATE AT ALL CARD READER DOOR LOCATIONS. NO
SUBSTITUTIONS WILL BE ACCEPTED.
a. REQUEST-TO-EXIT MOTION DETECTORS SHALL BE WIRED
NORMALLY CLOSED WITH A 5-STATE SUPERVISION 1K/2K
RESISTOR INSTALLED AT THE END-OF-LINE DEVICE.
3. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL
1076(D) CONCEALED ALARM CONTACT IN DOOR FRAMES AND
CONCEALED MAGNETS IN DOOR LEAFS AT ALL CARD READER DOOR
LOCATIONS.
a. CONTACT SHALL CONSIST OF 2 SPDT CONTACTS IN ONE
SWITCH.
b. CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO
MORE THAN 1/2 INCH.
c. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH
A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE
END-OF-LINE DEVICE.
d. CONTACT COLOR SHALL BE PROVIDED TO BEST MATCH
DOOR FRAME FINISH.
e. CONTACT SHALL NOT BE LARGER THAN 3/4 INCH.
f. PAIRS OF DOORS SHALL HAVE ALARM CONTACTS ON EACH
DOOR LEAF AND THE ALARM CONTACTS WILL BE WIRED IN A
SERIES CIRCUIT.
4. SECURITY CONTRACTOR TO PROVIDE SWITCHED LOCK POWER TO
ELECTRIFIED LOCKS AND STRIKES.
a. LOCKS SHALL UNLOCK WHEN 24 VDC POWER IS APPLIED FOR
A “FAIL SECURE” OPERATION.
b. THE LNL-1300 OR LNL-1320 READER INTERFACE MODULE
SHALL BE USED TO SWITCH THE LOCK POWER TO THE
LOCKS.
5. THE SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL A LABEL
AT EACH READER LOCATION. LABELS SHALL BE MACHINE GENERATED
AND BE ON THE BOTTOM OF THE READER INDICATING THE READER
NUMBER IN THE SYSTEM.
C.POWER SUPPLIES
1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL ALTRONIX
AL1012ULX16CB AND AL1024ULX16CB POWER SUPPLIES WITH POWER
DISTRIBUTION MODULES TO POWER ALL ACCESS CONTROL PANELS,
INTRUSION ALARM PANELS, ELECTRICALLY CONTROLLED DOOR LOCKS
AND DOOR STRIKES, REQUEST TO EXITS AND PERIPHERAL DEVICES AT
LOCATIONS AS SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS WILL
BE ACCEPTED.
a. POWER SUPPLY/CHARGER UNITS SHALL BE CLASS 2 RATED.
b. INSTALL EACH INDIVIDUAL LOCK, REQUEST TO EXIT AND
PERIPHERAL DEVICE ON A SEPARATE OUTPUT OF THE
POWER DISTRIBUTION MODULE.
c. PROVIDE SUFFICIENT QUANTITY OF POWER SUPPLIES WITH
FACTORY-INSTALLED POWER DISTRIBUTION MODULES TO
PERMIT SIMULTANEOUS CONTINUOUS-DUTY ACTIVATION OF
ALL DOOR LOCKS WITH AN ADDITIONAL MINIMUM 20 PERCENT
CAPACITY ON EACH SUPPLY.
d. CALCULATE VOLTAGE DROP TO LOCKS AND SIZE LOCK
CONTROL WIRING TO PROVIDE PROPER LOCK OPERATION.
e. PROVIDE BATTERY BACK-UP SUFFICIENT FOR FOUR HOURS
STANDBY PLUS TWENTY-FIVE ACTIVATIONS FOR ALL DC
LOCKS. BATTERIES SHALL BE 12V 7AHR.
f. MONITOR THE AC FAIL RELAY FOR POWER FAILURE AND THE
LOW BATTERY RELAY FOR LOW BATTERY. THESE ALARMS
SHALL HAVE INDIVIDUAL MONITOR POINTS ON THE ACCESS
CONTROL SYSTEM.
g. FURNISH AND INSTALL NOISE SUPPRESSION DIODES ON ALL
LOCKS AS CLOSE AS POSSIBLE TO THE LOCK AND AT THE
CONTROL RELAY COIL.
h. FURNISH AND INSTALL TAMPER SWITCHES ON EACH POWER
SUPPLY ENCLOSURE. TAMPER SWITCHES SHALL BE WIRED
TO MONITOR POINTS ON THE ACCESS CONTROL PANEL AND
SHALL BE CONFIGURED FOR TWENTY-FOUR HOUR ALARM
SUPERVISION.
i. PROVIDE AND INSTALL CABINET LOCKS ON EACH POWER
SUPPLY ENCLOSURE. SECURITY CONTRACTOR TO PROVIDE
LOCKS KEYED ALIKE FOR ALL POWER SUPPLY ENCLOSURES.
j. CONTRACTOR TO PROVIDE A MACHINE GENERATED LABEL
ON THE EXTERIOR OF ALL POWER SUPPLIES AND
TRANSFORMERS IDENTIFYING THE EQUIPMENT SERVED.
D.ELECTRIFIED LOCKS AND HARDWARE
1. ELECTRIFIED LOCKS, STRIKES, DOOR HARDWARE, “PANIC BAR” EXIT
DEVICES AND LOCAL ELECTRIFIED DOOR HARDWARE POWER
SUPPLIES TO BE USED IN CONJUNCTION WITH CARD READER ACCESS
DOORS SHALL BE FURNISHED AND INSTALLED BY THE DIVISION 8
HARDWARE CONTRACTOR. THE SECURITY CONTRACTOR IS
RESPONSIBLE FOR ALL LOW VOLTAGE WIRING AND TERMINATIONS TO
ELECTRIFIED LOCKS, ELECTRIFIED DOOR HARDWARE AND ELECTRIC
TRANSFER HINGE HARDWARE.
a. SEQUENCING, SCHEDULING AND COORDINATING WITH THE
DIVISION 8 HARDWARE CONTRACTOR AND THE OWNER IS
THE RESPONSIBILITY OF THE SECURITY CONTRACTOR.
b. PROGRAMMING, INTERFACING AND TESTING OF SYSTEMS
INTEGRATION OF CONTROLLED HARDWARE IS THE
RESPONSIBILITY OF THE SECURITY CONTRACTOR.
c. PULLING, INSTALLING, DRESSING, TERMINATING AND
CONNECTING WIRING TO THE ELECTRIFIED LOCKS AND
HARDWARE IS THE RESPONSIBILITY OF THE SECURITY
CONTRACTOR.
D.SECURITY CONTRACTOR SHALL COORDINATE WITH DIVISION
16 ELECTRICAL CONTRACTOR FOR 120VAC POWER AND INTERFACE OF
CONTROLLED HARDWARE WITH THE FIRE ALARM CONTROL PANEL
(FACP).
E.ALL ELECTRIFIED LOCKS AND HARDWARE USED IN
CONJUNCTION WITH CARD READER ACCESS DOORS SHALL BE “FAIL
SECURE” UNLESS OTHERWISE NOTED OR REQUIRED BY LAW TO BE
“FAIL SAFE”.
E.ALARM CONTACTS
1. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL
1076C(D) CONCEALED ALARM CONTACT IN DOOR FRAMES AND
CONCEALED MAGNETS IN DOOR LEAFS AT LOCATIONS SHOWN ON THE
DRAWINGS INCLUDING ALL DOORS WITH CARD READERS OR EXIT
ALARMS.
a. CONTACT SHALL CONSIST OF 2 SPDT CONTACTS IN ONE
SWITCH.
b. CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO
MORE THAN 1/2 INCH.
c. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH
A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE
END-OF-LINE DEVICE.
d. CONTACT COLOR SHALL BE PROVIDED TO BEST MATCH
DOOR FRAME FINISH.
e. CONTACT SHALL NOT BE LARGER THAN 3/4 INCH.
f. PAIRS OF DOORS SHALL HAVE ALARM CONTACTS ON EACH
DOOR LEAF AND THE ALARM CONTACTS WILL BE WIRED IN A
SERIES CIRCUIT.
2. SECURITY CONTRACTOR TO PROVIDE AND INSTALL GE SENTROL 2505A
SURFACE-MOUNTED ALARM CONTACT WITH 1092-A ROLL-UP DOOR
MOUNTING BRACKET FOR ROLL-UP DOORS AT LOCATIONS SHOWN ON
THE DRAWINGS.
a. THE CONTACT SHALL HAVE AN ALARM GAP DISTANCE OF NO
MORE THAN 2 INCHES.
b. DOOR CONTACTS SHALL BE WIRED NORMALLY CLOSED WITH
A 5-STATE SUPERVISION 1K/2K RESISTOR INSTALLED AT THE
END-OF-LINE DEVICE.
c. CONTACT AND MAGNETS SHALL BE IN BRUSHED ANODIZED
ALUMINUM TUBE HOUSING AND BE SEALED WITH
POLYURETHANE POTTING COMPOUND.
d. CONTACT SHALL HAVE 3 FEET OF PERMANENTLY ATTACHED
FLEX STAINLESS STEEL CONDUIT.
2.2 WIRE AND CABLE
A. WIRE AND CABLE SPECIFICATIONS
1. SECURITY CONTRACTOR SHALL FOLLOW THE MANUFACTURERS'
RECOMMENDATION FOR CABLING OR THE MINIMUM REQUIREMENTS
OF THE SPECIFICATIONS AND DRAWINGS, WHICHEVER PROVIDES
FOR THE MOST STRINGENT REQUIREMENTS.
2. WIRE AND CABLE SIZES, NUMBER OF CONDUCTORS, SHIELDING, OR
OTHER DATA LISTED IN THIS SPECIFICATION OR SHOWN ON
DRAWINGS ARE A GUIDE TO THE CORRECT PRODUCT REQUIRED TO
ACHIEVE A WORKING SYSTEM AND REPRESENT THE MINIMUM
ACCEPTABLE EQUIPMENT.
3. CABLES ARE TO BE SHIELDED AS NECESSARY TO PRECLUDE ANY
OUTSIDE NOISE OR INTERFERENCE FROM ENTERING THE CABLE AND
DEGRADING SYSTEM PERFORMANCE. ALL CABLES SHALL BE U.L.
LISTED, AND APPROPRIATE FOR THE APPLICATION.
4. USE PROPER GROUNDING PRACTICES TO ELIMINATE SHORTS,
GROUND FAULTS, GROUND LOOPS, RF INTERFERENCE, VOLTAGE
FLUCTUATIONS, FOREIGN VOLTAGES AND OPEN CIRCUITS.
5. COORDINATE WITH THE OWNER’S IT DEPARTMENT FOR TELEPHONE
LINE REQUIREMENTS AND LOCATION FOR OFF-SITE MONITORING.
PROVIDE RJ31X PHONE JACKS FOR TELEPHONE SYSTEM
CONNECTIONS.
6. CABLES RUN UNDERGROUND, UNDER SLAB, OR IN SLAB SHALL BE
INSTALLED IN CONDUIT AND RATED FOR DIRECT-BURIAL
APPLICATION. CABLES ABOVE HARD CEILING OR INACCESSIBLE
AREAS SHALL BE INSTALLED IN CONDUIT. STUB UP CONDUITS FROM
WITHIN WALLS INTO ACCESSIBLE SPACES.
7. ALL CABLES RUN IN ENVIRONMENTAL AIR HANDLING SPACES SHALL
BE PLENUM RATED. PROVIDE PROPER J-HOOKS FOR CABLES NOT
RUN IN CONDUIT. CABLES NOT REQUIRED TO BE IN CONDUIT SHALL
BE RUN ALONG BUT NOT IN TEL/DATA CABLE TRAYS.
8. ALL CABLE SHALL BE RUN IN UNBROKEN LENGTHS OF 1000 FEET OR
LESS. NO COAXIAL OR POWER CABLES LESS THAN 1000 FEET SHALL
BE SPLICED. WHEN CABLE CANNOT BE RUN IN UNBROKEN LENGTHS
DUE TO CABLE SPOOL LIMITATIONS, SPLICES SHALL BE MADE IN
JUNCTION BOXES WITH TERMINAL BLOCKS OR TERMINAL STRIPS AND
FORK SPADE LUGS. ALL SPLICES AND JUNCTION BOXES SHALL BE
CLEARLY MARKED ON THE “AS-BUILT” RECORD DRAWINGS.
9. ALL WIRE TO WIRE SPLICES NOT UTILIZING TERMINAL BLOCKS OR
TERMINAL STRIPS SHALL BE DONE WITH ELECTRICAL TAPE. WIRES
SHALL BE INDIVIDUALLY TAPED, THEN NEATLY TAPED TOGETHER TO
FORM THE NARROWEST SPLICE POSSIBLE FOR EASE OF
INSTALLATION AND REMOVAL, AS WELL AS OVERALL PROTECTION OF
THE SPLICE. THE USE OF ALL CRIMP TYPE AND SCREW TYPE
CONNECTORS I.E. BEANS, TOP HATS, BUTT CONNECTORS, SNAP
CAPS, WIRE NUTS, AND THE “TWIST AND TAPE” METHOD ARE
PROHIBITED.
10. ALL END-OF-LINE SUPERVISION RESISTORS SHALL BE INSTALLED AT
THE INDIVIDUAL PROTECTION DEVICES, AND NOT IN THE CONTROL
PANELS.
11. ALL 24VAC POWER CABLING SHALL BE OF STRANDED
CONSTRUCTION. FOR CONNECTIONS REQUIRING PRESSURE CAPTIVE
CONNECTION, WIRE SHALL BE SOLDER TINNED PRIOR TO INSERTION
INTO PRESSURE CONNECTORS.
12. WIRING SHALL BE GROUPED AND HARNESSED TO FACILITATE
ACCESS TO ALL EQUIPMENT, AS WELL AS MAINTENANCE AND
REPLACEMENT OF EQUIPMENT.
13. ALL CABLE SHALL BE LABELED AT ORIGIN AND TERMINATION,
REFERENCING TO A MASTER LEGEND SCHEDULE AS SHOWN ON “AS-
BUILT” RECORD DRAWINGS. LABELING AND ANY SPLICE LOCATIONS
SHALL BE NOTED ON “AS-BUILT” RECORD DRAWINGS. ALL LABELS
SHALL BE DONE USING MACHINE GENERATED CABLE TAGS IN THE
“FLAGGED” POSITION. HAND WRITTEN LABELS ARE NOT ACCEPTABLE
14. CABLING SHALL BE SIZED AND INSTALLED ACCORDING TO
CALIFORNIA ELECTRIC CODE REQUIREMENTS.
15. ANY CABLING OR RACEWAY EXPOSED TO WEATHER SHALL BE
RATED F OR THAT USE.
16.STUB UP CONDUITS FROM OUTLETS INTO ACCESSIBLE SPACES.
CABLES SHALL BE RUN WITH BUT NOT IN THE TEL/DATA CABLE TRAY. MIXING
OF SECURITY LOW VOLTAGE CABLES WITH TEL/DATA CABLES WILL NOT BE
PERMITTED. UTILIZE APPROVED CLIPS OR MOUNTING TO SECURELY MOUNT
SECURITY CABLE TO THE RACK FRAMEWORK OR HANGERS.
17.CABLE NOT RUN WITH THE CABLE TRAY SHALL BE RUN ALONG THE
WALL USING J-HOOK HANGERS. HANGERS SHALL BE SUFFICIENT TO
PROPERLY SUPPORT CABLE.
18.CABLING SHALL BE WEST PENN, BELDEN, WINDY CITY WIRE OR
APPROVED EQUAL.
19.ALL FINAL LABELING SHALL BE WITH MACHINE-GENERATED PRINTED
LABELS, SPECIFICALLY MADE FOR CABLE LABELING. NO HANDWRITTEN LABELS
WILL BE ACCEPTED. ALL WIRING INCLUDING POWER CORDS AND FEEDS,
NETWORK CONNECTIONS, AND SYSTEM CABLING SHALL BE FITTED WITH A
MACHINE GENERATED LABEL IDENTIFYING THE DEVICE OR POINT SERVED.
THE ID MARKER FOR EACH LABEL SHALL HAVE THE DEVICE NUMBER AND
NAME.
20.EACH ENCLOSURE SHALL HAVE A SECURITY AS-BUILT DRAWING WITH
POINT LIST AND NAMING / NUMBERING TO MATCH THE MACHINE GENERATED
LABELING ON CABLES TERMINATED TO THE PANELS AND POWER SUPPLIES.
PART 3 - EXECUTION
3.1 REQUIREMENTS
A. SYSTEMS SHALL BE COMPLETE AND OPERATIONAL IN ALL RESPECTS.
B.SECURITY CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT FOR
ALL BUILDING SECURITY SYSTEMS.
C.WIRING AND CONDUIT SHOWN ON DRAWINGS REPRESENTS A MINIMUM
REQUIREMENT. SECURITY CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING
RECOMMENDED BY SUBMITTED SYSTEM MANUFACTURERS FOR OPTIMUM SYSTEM
PERFORMANCE AT NO INCREASE IN CONTRACT PRICE.
D.ALL WALL, FLOOR, AND CEILING PENETRATIONS, REGARDLESS OF THE FIRE
RATING OF THE PARTITION, MUST BE PROPERLY SLEEVED WITH CONDUIT AND
PROPERLY SEALED USING APPROVED FIRE STOPPING MATERIALS AND SEALANTS.
E.CONNECT POWER TO SECURITY SYSTEMS AS REQUIRED AND COORDINATE
WITH THE DIVISION 16 ELECTRICAL CONTRACTOR.
F.ALL SECURITY EQUIPMENT, JUNCTION BOXES, AND TERMINAL CANS INSTALLED
IN PUBLIC ACCESSIBLE AREAS SHALL BE INSTALLED UTILIZING TAMPER PROOF
MOUNTING HARDWARE. PROVIDE A MINIMUM OF TWO DRIVER BITS OR HAND TOOLS TO
THE OWNER’S REPRESENTATIVE FOR EACH TYPE AND SIZE OF SECURITY FASTENER
PROVIDED.
G.PROVIDE SEISMIC RESTRAINT FOR ALL EQUIPMENT, INCLUDING EQUIPMENT
RACKS AND CONSOLES.
H.SECURITY CONTRACTOR SHALL PROVIDE THE OWNER WITH A MINIMUM OF
FOUR COMPLETE SETS OF KEYS FOR ALL EQUIPMENT INSTALLED IN THIS PROJECT
PRIOR TO THE CLOSE OF THE PROJECT. ALL KEYS RELATING TO THE SECURITY
SYSTEMS SHALL BE KEPT SEPARATE FROM THE BUILDING SYSTEMS AND DELIVERED TO
THE OWNER’S REPRESENTATIVE.
3.2 RECORD DRAWINGS
A. MAINTAIN A COMPLETE SET OF “AS-BUILT” RECORD DRAWINGS UPDATED WITH
MARK-UPS INSERTED AS THE WORK IS PERFORMED. AS WORK IS INSTALLED
CAREFULLY MARK ON “AS-BUILT” RECORD DRAWINGS IN COLORED PENCIL THE
CORRECT LOCATION OF ALL WORK INCLUDING DEPTH OF UNDERGROUND
RUNS AND CONCEALED WORK WITH THEIR DIMENSIONS FROM CLEARLY
IDENTIFIED POINTS ON PERMANENT BUILDINGS, FIXTURES, WALLS, OR WALKS.
WIRING DIAGRAMS, RISERS AND DETAILS SHALL BE INCLUDED.
B.UPON COMPLETION OF THE PROJECT TRANSFER HAND-DRAWN INFORMATION
TO CAD DRAWINGS THEN COPY UPDATED CAD DRAWINGS ONTO COMPACT DISC AND
SUBMIT TO THE OWNER, ARCHITECT AND SECURITY CONSULTANT. NO HAND-DRAWN
“AS-BUILT” RECORD DRAWINGS WILL BE ACCEPTED.
C.“AS-BUILT” RECORD DRAWINGS SHALL BE PROVIDED IN FOUR PLOTTED SETS
AS WELL AS ONE SET OF CAD DRAWINGS ON COMPACT DISC TO THE OWNER,
ARCHITECT AND SECURITY CONSULTANT. ONE ADDITIONAL COMPLETE HALF-SIZE
PLOTTED SET SHALL REMAIN ON THE PROJECT SITE IN FOLDERS SECURED INSIDE THE
ELECTRONIC RACKS.
3.3 TESTS AND REPORTS
A. PERFORM SYSTEMS TESTS USING PERSONNEL WHO HAVE ATTENDED A
MANUFACTURER'S TRAINING SCHOOL FOR INSTALLATION AND TESTING OF THE
SYSTEMS AS DESCRIBED ABOVE. PERFORM TESTING WITH THE TEST
INSTRUMENTS AS REQUIRED BY THE MANUFACTURER; TESTING BY MEANS
OTHER THAN THE MANUFACTURER'S PROCEDURES WILL NOT BE ACCEPTABLE
UNLESS AGREED TO BY THE OWNER, ARCHITECT, SECURITY CONSULTANT AND
MANUFACTURER.
B.THE SECURITY CONTRACTOR SHALL TEST THE FOLLOWING SYSTEM AND
DOCUMENT THESE TESTS FOR THE OWNER, ARCHITECT AND SECURITY CONSULTANT
PRIOR TO FINAL COMMISSIONING;
1. CARD READERS
a. THE CARD READER LED IS RED WHEN THE DOOR IS SECURE.
b. THE CARD READER LED IS SOLID GREEN WHEN THE DOOR IS
PLACED IN AN UNLOCKED MODE.
c. THE CARD READER BEEPS AND THE LED FLASHES GREEN
AND WHEN A VALID CARD IS PRESENTED.
d. THE CARD READER WILL READ THE ACCESS CARDS AS
SPECIFIED FOR THIS PROJECT WHEN PRESENTED TO THE
READER AT THE RANGE AS SPECIFIED BY THE
MANUFACTURER.
e. THE CARD READER PRODUCES AN OFFLINE SIGNAL ON THE
SYSTEM WHEN POWER OR COMMUNICATION TO THE
READER IS LOST.
f. THE CARD READER WILL PRODUCE ALARMS FROM DENIED
ACCESS AND EXPIRED CARDS ON THE SYSTEM.
2. DOOR ALARM CONTACT
a. THE CONTACT IS FREE FROM FAULTS AND TROUBLE
CONDITIONS.
b. THE CONTACT PRODUCES A DOOR FORCED OPEN ALARM ON
THE SYSTEM WHEN THE DOOR IS OPENED WITHOUT A VALID
CARD READ OR WITH A KEY.
c. THE CONTACT PRODUCES A DOOR HELD OPEN ALARM ON
THE SYSTEM 15 SECONDS FOR PERIMETER DOORS AND 30
SECONDS FOR INTERIOR DOORS AFTER THE DOOR IS
OPENED.
3. REQUEST-TO-EXIT
a. THE REQUEST-TO-EXIT IS FREE FROM FAULTS AND TROUBLE
CONDITIONS.
b. THE REQUEST-TO-EXIT SHUNTS THE DOOR ALARM CONTACT
UPON ACTIVATION FROM A USER EXITING THE ROOM.
c. THE REQUEST-TO-EXIT BEEPS WHEN A HELD OR FORCED
OPEN ALARM IS CREATED ON THE CORRESPONDING DOOR.
4. ELECTRIFIED HARDWARE
a. THE ELECTRIFIED HARDWARE UNLOCKS WHEN A VALID CARD
IS PRESENTED TO THE CORRESPONDING READER.
b. THE ELECTRIFIED HARDWARE UNLOCKS WHEN AN UNLOCK
COMMAND IS SENT FROM THE SYSTEM.
c. THE ELECTRIFIED HARDWARE STAYS UNLOCKED FOR A
MAXIMUM OF 10 SECONDS ON PERIMETER DOORS AND 20
SECONDS ON INTERIOR DOORS AFTER A VALID CARD IS
PRESENTED. FAILURE TO OPEN THE DOOR WITHIN THE
STATED TIME WILL RESULT IN RELOCKING OF THE DOOR.
d. THE ELECTRIFIED HARDWARE RE-LOCKS AFTER A VALID
CARD IS PRESENTED AND THE DOOR IS OPENED.
5. ALARM CONTACTS
a. THE ALARM CONTACT IS FREE FROM FAULTS AND TROUBLE
CONDITIONS.
B.THE ALARM CONTACT GENERATES AND ALARM ON THE
SYSTEM WHEN THE ASSOCIATED DOOR IS OPENED WITHIN THE
SPECIFIED GAP DISTANCE.
C.THE ALARM CONTACT GENERATES A RESET OR CLEAR
ALARM ON THE SYSTEM WHEN THE DOOR IS CLOSED AND LATCHED.
D.THE ALARM CONTACT DOES NOT PRODUCE ALARMS ON THE
SYSTEM WHEN THE DOOR IS SHUT AND MOVED BACK AND FORTH
INSIDE THE FRAME.
C.UPON COMPLETION OF THE INSTALLATION OF THE SECURITY SYSTEMS
SECURITY CONTRACTOR SHALL SUBMIT WRITTEN REPORTS INCLUDING BUT NOT
LIMITED TO THE FOLLOWING INFORMATION:
1. A COMPLETE LIST OF ALL EQUIPMENT INSTALLED INCLUDING SERIAL
NUMBERS OF MAJOR COMPONENTS.
2. CERTIFICATION THAT ALL EQUIPMENT IS PROPERLY INSTALLED,
PROGRAMMED, FUNCTIONAL, 100 PERCENT OPERATIONAL AND
CONFORMS TO SPECIFICATIONS AND DRAWINGS.
3. TEST REPORTS OF ALL ZONES, DEVICES, AND EQUIPMENT.
4. TEST TECHNICIAN'S NAME, COMPANY AND DATE OF TEST.
END OF SECTION
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:32 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G0-05
SPECIFICATIONS
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
CR
CR
RE
X
T
ACCESSIBLE PATH OF TRAVEL
(E) INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED ON
THE PAVED SURFACE OF EACH ACCESSIBLE PARKING STALL
(E) 1-HR RATED FIRE BARRIER FOR SHAFTS
PER CBC 407.4.3 GROUP I-2 CARE SUITES, 707 FIRE BARRIERS, 707.3.9 SEPERATED OCCUPANCIES
45 MIN OPENINGS PER TABLE 716.5
10
9
8
7
6
5
4
1
3
L M N P QABCDEFGHJK
2
1
03
G1-00
1
1
2
3
4
5 5
5 5566
7
8
9
9
4
2
NOT APPLICABLE
CBC 2022: FIGURE 11B-703.7.2.1 - INTERNATIONAL SYMBOL OF ACCESSIBILITY
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH FIGURE 11B-703.7.2.1
THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL
APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C.
EXCEPTIONS:
1. THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS
PROVIDED THE SYMBOL CONTRAST IS LIGHT ON DARK OR DARK ON LIGHT.
2. ON ACCESSIBILITY FUNCTION BUTTON ON HALL CALL CONSOLES IN A
DESTINATION-ORIENTED ELEVATOR SYSTEM THE INTERNATIONAL SYMBOL
ACCESSIBILITY SHALL BE A WHITE SYMBOL ON A BLACK BACKGROUND.FIGURE 11B-308.2.1
UNOBSTRUCTED FORWARD REACH
1'
-
3
"
M
I
N
.
4'
-
0
"
M
A
X
.
(a)
4'
-
0
"
M
A
X
.
1' - 8" MAX.
(b)
3'
-
8
"
M
A
X
.
>20"- 2' - 1" MAX.
10" MAX.
1'
-
3
"
M
I
N
.
4'
-
0
"
M
A
X
.
FIGURE 11B-308.3.1
UNOBSTRUCTED SIDE REACH
(a)
2'
-
1
0
"
M
A
X
.
4'
-
0
"
M
A
X
.
10" MAX.
FIGURE 11B-308.3.2
OBSTRUCTED HIGH SIDE REACH
(b)
2'
-
1
0
"
M
A
X
.
3'
-
1
0
"
M
A
X
.
> 10"- 2' - 0" MAX.
FIGURE 11B-308.2.2
OBSTRUCTED HIGH FORWARD REACH
10/ G1-00
15
/
G
1
-00
20
/
G
1
-00
25/ G1-00
1518
TOILET/LAV, GENERAL
TLGEN
1'
-
1
1
5
/
8
"
4' - 8"
5'
-
0
"
3' - 6"1' - 0"
8"
1'
-
6
"
2'
-
9
"
1'
-
8
"
14
15
16
1'
-
6
"
2'
-
9
"
3'
-
4
"
10
11
13
2'
-
1
0
"
3' - 0"
1' - 0"2' - 0"
1415
1' - 6"
1094
3'
-
2
3
/
4
"
2'
-
1
0
"
10
11
12
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:08:48 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G1-00
PLAN - SITE ACCESSIBLITY
CA361 1 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/16" = 1'-0"PLAN - SITE ACCESSIBILITY 01
N
N/AINTERNATIONAL SYMBOL OF ACCESSIBILITY 02NTSREACH RANGES 09
1/2" = 1'-0"PLAN - 1518 (E) ACCESSIBLE TOILET/ LAV 031/2" = 1'-0"RM 1518 - NORTH ELEVATION 101/2" = 1'-0"RM 1518 - EAST ELEVATION 151/2" = 1'-0"RM 1518 - WEST ELEVATION 201/2" = 1'-0"RM 1518 - SOUTH ELEVATION 25
1 (E) ACCESSIBLE PUBLIC ENTRANCE. (COMPLIES WITH 11B-404)
2 (E) ACCESSIBLE ROUTE FROM THE PUBLIC WAY TO THE BUILDING ENTRANCE.
3 (E) PUBLIC WAY.
4 (E) "UNATHORIZED VEHICLES" WARNING SIGN AT PARKING AREA ENTRANCE (COMPLIES WITH CBC
11B-502.8.2)
5 (E) ACCESSIBLE PARKING (COMPLIES WITH CBC 11B-208)
6 (E) VAN ACCESSIBLE PARKING (COMPLIES WITH CBC 11B-502)
7 (E) DETECTABLE WARNING SURFACE (COMPLIES WITH 11B-247)
8 (E) DROP OFF AREA
9 (E) AMBULANCE PARKING
10 (E) ACCESSIBLE LAVATORY WITH ADA PIPE WRAP AND KNEE CLEARANCE PER CBC 11B-606.
11 (E) SOAP DISPENSER.
12 (E) PAPER TOWEL DISPENSER.
13 (E) MIRROR.
14 (E) WALL HUNG TOILET.
15 (E) TOILET PAPER DISPENSER.
16 (E) TOILET SET COVER DISPENSER.
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
CR
T
EGRESS PATH OF TRAVEL
TRAVEL DISTANCE / COMMON PATH OF TRAVEL
EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2)
I-2 = 200'-0"
B = 300'-0"
COMMON PATH OF EGRESS TRAVEL (CBC 1006.2.1)
I-2 = 75'-0"
B = 100'-0"
TD:
CPT:
200'-0"
75'-0"
(E) 1-HR RATED FIRE BARRIER FOR SHAFTS
PER CBC 407.4.4 GROUP I-2 AND I-2.1 CARE SUITES, 707 FIRE BARRIERS, 707.3.9 SEPERATED OCCUPANCIES
45 MIN OPENINGS PER TABLE 716.5
(E) NON-RATED PARTITION
Area Name
150 SF
A-1 300
100 OCC
AREA TAG
AREA
OCCUPANCY GROUP / OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
EXIT SIGN
NON-RATED CORRIDOR
PER CBC 1020.2 B-OCCUPANCY FULLY SPRINKLERED
PER TABLE 1020.2
EGRESS DOOR TAG
NUMBER OF OCCUPANTS
PROVIDED EGRESS WIDTH
REQUIRED EGRESS WIDTH
100
33"34"
10
9
8
7
6
5
4
1
3
L M N P QABCDEFGHJK
2
CONFERENCE ROOMS
PEDIATRICS OBSTETRICS / GYNECOLOGY
PEDIATRICS
RADIOLOGY - GENERAL
BLOOD DRAW LAB
MHW MENTAL HEALTH/
PSYCHIATRY
MEDICAL OFFICE
ADMINISTRATION
O/P PHARMACY
PRIMARY CARE
FAMILY MEDICINE
MEMBER SERVICE
CENTER
MEDICAL OFFICE
ADMINISTRATION
MEDICAL OFFICE
ADMINISTRATION
MATERIAL MGMT-ADMIN
ENVIRONMENTAL
SERVICES
ENVIRONMENTAL SERVICES
ENVIRONMENTAL
SERVICES
OBSTETRICS / GYNECOLOGY
2
2
1
3
3
TD:
CPT:
133' - 6"
23' - 8"
TD:
CPT:
205' - 6"
15' - 6"4,223 SF
MEDICAL OFFICES
B 150
29 OCC
32"66"
20
70"
32"34"
20
32"70"
7
32"70"
7
7
32"39"
32"34"
9
1,045 SF
MEDICAL OFFICES
B 150
7 OCC
MEANS OF EGRESS:
1. PROVIDE ILLUMINATED EXIT SIGN AND TACTILE EXIT SIGN AT EACH EXIT ACCESS DOOR WITHIN
THE HALLWAY WHERE REQUIRED TWO MEANS OF EGRESS.
2. FOR THE PURPOSE OF SECTION 1013.4, THE TERM "TACTILE EXIT SIGNS" SHALL MEAN THOSE
REQUIRED SIGNS THAT COMPLY WITH CHAPTER 11B, SECTION 11B-703.1, 11B-703.2, 11B-703.3
OR 11B-703.5
3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL
OF NOT LESS THAN ONE-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING
SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES.
EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE CONNECTED TO AN EMEGRENCY POWER
SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN IN-SITE GENERATOR) THAT WILL AUTOMATICALY
ILLUMINATE THE EXIT SIGN FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE
OF PRIMARY POWER LOSS.
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:08:59 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
G1-11
PLAN - CODE ANALYSIS 1ST FLR
CA361 1 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/16" = 1'-0"PLAN - CODE ANALYSIS 1ST FLR 01
N
1 EXISTING TACTILE SIGN "EXIT"
2 EXISTING TACTILE SIGN "EXIT ROUTE"
3 (N) TACTILE SIGN "EXIT ROUTE" SEE SHEET SG5-01 FOR ADDITIONAL INFORMATION.
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
CR
CR
CR
IC
10
9
8
7
6
5
4
1
3
L M N P Q
A B C D E F G H J K
2
CONFERENCE ROOMS
PEDIATRICS OBSTETRICS / GYNECOLOGY
PEDIATRICS
RADIOLOGY - GENERAL
BLOOD DRAW LAB MHW MENTAL HEALTH/
PSYCHIATRY
MEDICAL OFFICE
ADMINISTRATION
O/P PHARMACY
PRIMARY CARE
FAMILY MEDICINE
MEMBER SERVICE
CENTER
MEDICAL OFFICE
ADMINISTRATION
MEDICAL OFFICE
ADMINISTRATION
MATERIAL MGMT-ADMIN
ENVIRONMENTAL
SERVICES
ENVIRONMENTAL SERVICES
ENVIRONMENTAL SERVICES
OBSTETRICS / GYNECOLOGY
01
A0-13
1507
IMAMO
1509
SGENL
1529
EVSRM
1506
IGENL
1617
OPROV
1504A
VESTI
1518
TLGEN
1517
TLGEN
1514
WSGEN 1513
DRSSA
1505
SHELL
1108
TRASH
1105
SLINC
1014
OPROV
1013
WSGEN
1012
EXROM
1011
OPROV
1104
HALLW
1015
EXROM
1017
WSGEN
1310W01
WSGEN
1018
WSGEN
1010
EXROM
1009
EXROM 1150
HALLW
1109
EQRTR
1107A
SGENL
1103
SEQGN
1102
WRGEN
1016
EXROM
1019
EXROM1008
EXROM
1154A
SCLOS
1101
CORRD
1020
TLSTF1007
EXROM 1153A
VESTI
1153
SGENL
1154
TLPUB
1155
TLPUB
1150B
ADRFT
1021
TLPAT
1033
EQELC 1030
HALLW
1211
CONFR
1213
UTILC
1214
EXROM
1224
TLSTF
1215
AMENR1024
UTILC
1022
PRMIN
1023
UTILS
1006
OPROV
1005
EXROM
1209
HALLW
1025
AMENR
1029
HALLW
1004
EXROM
1203
OPROV
1217
WACPF
1216
OGENL
1223
EXROM
1026
AAMEN1003
WACPF
1204
OPROV
1217W01
WSGEN 1217W02
WSGEN
1217W03
WSGEN
1217W04
WSGEN 1217W05
WSGEN
1217W06
WSGEN
1210
HALLW
1027
WSGEN1002
OGENL
1028
WSGEN
1200
WTAGN
1222
EXROM
1221
EXROM
1220
EXROM
1218
UTILS
1300
CORRD
1001
WTAGN
1219
MEDPR
1201
RECEP 1212
HALLW
1206
EXROM
1207
EXROM
1208
EXROM
1202
SGENL
1312
WAGEN
1312W01
WSGEN
1301
WTAGN
1302
RECEP
1311B
WACPF
1311A
WACPF 1311
HALLW
1316
WTAGN1310
RECEP
1315
OGENL
1314
OGENL
1313
OGENL
102
WSGEN
1406
SMEDS
1408
OGENL
1407
OGENL
1409
EQMEC
1410
EQELV
1405
SGENL
1500
COORD
1404
TLSTF
1403
WADIS
1401
WTAGN
1402
CONSR
1205
OPROV
1031
HALLW
1411
EQMEC
1498
ATELE
1499
OGENL
1501
LOBBY
EL01
ELEVA
1528
SEQGN
1527
OGENL
1535
SSUPP
1502
CORRD
1616
EXROM
1620
WSGEN
1621
WSGEN
1622
TLPUB
1623
WSGEN
1624
AGENL
1625
EXROM
1630
EXROM
1626
EXROM
1627
EXROM
1628
OGENL
1629
TLGEN
1615
EXROM
1614
EXROM
1613
OPROV
1612
EXROM
1611
EXROM
1610
OPROV
1609
OPROV
1608
UTILC
1608A
WSGEN
1602
HALLW
1605
EXROM
1606
EXROM
1607
EXROM
1808
TLPUB
1809
CORRD
1810
SGENL
1807
SGENL
1805
CONFR
1800A
CORRD
1800
CORRD
1804
LNGST
1802
KITCH
1801
EVSRM
1800C
VESTI
1706
EXROM
1707
EXROM
1708
UTILS
1704
HALLW
1704A
UTILG
1726
OPROV
1711
EXROM
1709
PRMIN
1601
HALLW
1600
HALLW
1710
OGENL
1712
EXROM
1713
WSGEN
1714
WSGEN
1715
WRGEN
1716
TLPUB
1717
WSGEN
1718
WSGEN
1725
EXROM
1724
OPROV
1723
EXROM
1722
OPROV
1721
EXROM
1720
OPROV
1719
EXROM
1531
LNGST
1530
WAGEN
1532
OBSRM
1536
VESTI
1538
TLPTS
1534
LBTRY
1533
BLDDR
1537
TLPTS
1534B
BLDDR
1534C
BLDDR
1534D
BLDDR
1701
WTAGN
1702
RECEP
1703
WTAGN
1604
WTAGN
1800B
VESTI
1803
TLPUB
1705
HALLW
1507A
DRSSA
NOT APPLICABLE
AREA OF
WORK
(E) PARTITION
DEPARTMENT BOUNDRY
DEMO PARTITION
NOT APPLICABLE
GENERAL NOTES
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:21:15 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A0-11
PLAN - DEMO OVERALL 1ST FLR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/16" = 1'-0"PLAN - DEMO OVERALL 1ST FLR 01
N
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
C
CC
C
PA
PA
10
9
8
7
6
5
4
1
3
L M N P Q
A B C D E F G H J K
2
CONFERENCE ROOMS
PEDIATRICS OBSTETRICS / GYNECOLOGY
PEDIATRICS
RADIOLOGY - GENERAL
BLOOD DRAW LAB MHW MENTAL HEALTH/
PSYCHIATRY
MEDICAL OFFICE
ADMINISTRATION
O/P PHARMACY
PRIMARY CARE
FAMILY MEDICINE
MEMBER SERVICE
CENTER
MEDICAL OFFICE
ADMINISTRATION
MEDICAL OFFICE
ADMINISTRATION
MATERIAL MGMT-ADMIN
ENVIRONMENTAL
SERVICES
ENVIRONMENTAL SERVICES
ENVIRONMENTAL SERVICES
OBSTETRICS / GYNECOLOGY
03
A0-13
1108
TRASH
1105
SLINC
1014
OPROV
1013
WSGEN
1012
EXROM
1011
OPROV
1104
HALLW1015
EXROM1017
WSGEN
1310W01
WSGEN
1018
WSGEN
1010
EXROM
1009
EXROM 1150
HALLW
1109
EQRTR
1107A
SGENL
1103
SEQGN
1102
WRGEN
1016
EXROM1019
EXROM
1008
EXROM
1154A
SCLOS
1101
CORRD1020
TLSTF
1007
EXROM
1153A
VESTI
1153
SGENL
1154
TLPUB
1155
TLPUB
1150B
ADRFT
1021
TLPAT1033
EQELC
1030
HALLW
1211
CONFR
1213
UTILC
1214
EXROM
1224
TLSTF
1215
AMENR1024
UTILC
1022
PRMIN
1023
UTILS
1006
OPROV
1005
EXROM
1209
HALLW
1025
AMENR
1029
HALLW
1004
EXROM
1203
OPROV
1217
WACPF
1216
OGENL
1223
EXROM
1026
AAMEN
1003
WACPF
1204
OPROV
1210
HALLW
1027
WSGEN1002
OGENL
1028
WSGEN
1200
WTAGN
1222
EXROM
1221
EXROM
1220
EXROM
1218
UTILS
1300
CORRD
1001
WTAGN
1219
MEDPR
1201
RECEP 1212
HALLW
1206
EXROM
1207
EXROM
1208
EXROM
1202
SGENL
1312
WAGEN
1312W01
WSGEN
1301
WTAGN
1302
RECEP
1311B
WACPF
1311A
WACPF
1311
HALLW
1316
WTAGN1310
RECEP
1315
OGENL
1314
OGENL
1313
OGENL
102
WSGEN
1406
SMEDS
1408
OGENL
1407
OGENL
1409
EQMEC
1410
EQELV
1405
SGENL
1500
COORD
1404
TLSTF
1403
WADIS
1401
WTAGN
1402
CONSR
1205
OPROV
1031
HALLW
1411
EQMEC
1498
ATELE
1499
OGENL
1501
LOBBY
EL01
ELEVA
1528
SEQGN
1529
EVSRM
1527
OGENL
1535
SSUPP
1509
SGENL
1507
IMAMO
1506
IGENL
1513
DRSSA 1502
CORRD
1514
WSGEN
1517
TLGEN
1518
TLGEN
1505
SHELL
1504A
VESTI
1617
OPROV
1616
EXROM
1620
WSGEN
1621
WSGEN
1622
TLPUB
1623
WSGEN
1624
AGENL
1625
EXROM
1630
EXROM
1626
EXROM
1627
EXROM
1628
OGENL
1629
TLGEN
1615
EXROM
1614
EXROM
1613
OPROV
1612
EXROM
1611
EXROM
1610
OPROV
1609
OPROV
1608
UTILC
1608A
WSGEN
1602
HALLW
1605
EXROM
1606
EXROM
1607
EXROM
1808
TLPUB
1809
CORRD
1810
SGENL
1807
SGENL
1805
CONFR
1800A
CORRD
1800
CORRD
1804
LNGST
1802
KITCH
1801
EVSRM
1800C
VESTI
1706
EXROM
1707
EXROM
1708
UTILS
1704
HALLW
1704A
UTILG
1726
OPROV
1711
EXROM
1709
PRMIN
1601
HALLW
1600
HALLW
1710
OGENL
1712
EXROM
1713
WSGEN
1714
WSGEN
1715
WRGEN
1716
TLPUB
1717
WSGEN
1718
WSGEN
1725
EXROM
1724
OPROV
1723
EXROM
1722
OPROV
1721
EXROM
1720
OPROV
1719
EXROM
1531
LNGST
1530
WAGEN
1532
OBSRM
1536
VESTI
1538
TLPTS
1534
LBTRY
1533
BLDDR
1537
TLPTS
1534B
BLDDR
1534C
BLDDR
1534D
BLDDR
1701
WTAGN
1702
RECEP
1703
WTAGN
1604
WTAGN
1800B
VESTI
1803
TLPUB
1705
HALLW
1. U.N.O., DEMO EXISTING CEILING TILES, T-BAR, SUPPORT SYSTEM, AND UNISTRUT SYSTEM IN
ROOM 1505.
2. U.N.O., DEMO ALL CEILING LIGHT FIXTURES, HVAC REGISTERS/ DIFFUSERS LOCATED IN
CEILINGS INDICATED AS DEMO.
NOT APPLICABLE
AREA OF
WORK
(E) PARTITION
DEPARTMENT BOUNDRY
DEMO PARTITION
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:21:36 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A0-12
PLAN - DEMO OVERALL RCP 1ST
FLR
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/16" = 1'-0"PLAN - DEMO OVERALL RCP 1ST FLR 01
N
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
J
1
EP
O
EPO
D
D
D
D
PS
CR
CR
CR
IC
C
CC
C
PA
PA
C
2.7
2.5
2.3
1.4
F G H J K
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN
1518
TOILET/LAV, GENERAL
TLGEN
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
1
2 3 4 5
6
7
4
4
3
3
3
3
3
2
1
67
7
6
4
4
4
1
4
8
9
6
6
10
11
11
12
12
4
11
7
13
14
14 14
14
16 16
1717
186
16
19 19
19
19
20
10
21
22
61
23
28
24
27 25
26
1515
DRESSING ROOM
DRESSB
1516
DRESSING ROOM
DRSSB
19
32
1512
DRESSING BOOTH
DRSSB
15
20
20
11
20
1510
SUBWAIT ROOM
14
1508
HALLWAY
HALLW
36
36
36
36
36
36
36
36
36
36
37
38
39
40
41
42
WORK AREA, TECHNICIAN
WATEC
1506
IMAGING GENERAL
IGENL
1505
VESTIBULE
VESTI
1504A HALLWAY
HALLW
1504
ACCESSIBLE DRESSING
BOOTH
DRSSA
1513
VESTIBULE
VESTI
1511
DRESSING BOOTH
DRSSB
1514
32
45
45
16
43
44
44
49
48
16
NOT APPLICABLE
GENERAL NOTES
F G H J K
2
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN
1518
TOILET/LAV, GENERAL
TLGEN
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
29
30
1515
DRESSING ROOM
DRESSB1516
DRESSING ROOM
DRSSB
33
33
303030
30 30
30
30
30
34
35
(E) +9' - 5"AFF
(E) +9' - 0"AFF
(E) +9' - 0"AFF
(E) +8' - 0"AFF(E) +8' - 0"AFF
(E) +8' - 0"AFF (E) +9' - 0"AFF (E) +8' - 0"AFF
(E) +9' - 0"AFF
(E) +9' - 0"AFF
SUBWAIT ROOM
1510
HALLWAY
HALLW
1508
HALLWAY
HALLW
1504
VESTIBULE
VESTI
1504A
DRESSING BOOTH
DRSSB
1512
VESTIBULE
VESTI
1511 ACCESSIBILE DRESSING
BOOTH
DRSSA
1513
DRESSING BOOTH
DRSSB
1514
IMAGINE GENERAL
IGENL
1505
WORK AREA, TECHNICIAN
WATEC
1506
31
46
46
46
46
46
47
(E) +8' - 0"AFF
DEMOLITION OF NON-RATED PARTITION
AREA OF WORK
(E) +1'-0"AFF CEILING HEIGHT TAG
DEMO T-BAR CEILING
DEMO GYP. BD. CEILING
(E) 1-HR RATED FIRE PARTITION (CORRIDORS)
PER CBC 708 FIRE PARTITIONS
20 MIN OPENINGS PER TABLE 716.5
(E) NON-RATED PARTITION
DEMO DIFFUSERS / REGISTERS
DEMO RECESSED LIGHT FIXTURE
DEMO RECESSED SPEAKER
DEMO WALL MOUNTED NURSE CALL LIGHT & PULL STRING
DEMO FIRE ALARM DEVICE (DEFERRED APPROVAL)
DEMO EXIT SIGN
DEMO FIRE SPRINKLER
EXTENT OF (E) FLOOR FINISH DEMO
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:21:44 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A0-13
PLAN - DEMO 1ST FLR
CA361 1 01 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SHEET KEYNOTES
LEGEND
1/4" = 1'-0"PLAN - DEMO 1ST FLR 01
N
1/4" = 1'-0"PLAN - DEMO RCP 1ST FLR 03
1 REMOVE (E) SINK AND/OR COUNTER. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
2 REMOVE (E) COMPUTER WORK STATION.
3 REMOVE (E) CHAIR.
4 REMOVE (E) WASTE RECEPTACLE.
5 REMOVE (E) WORKSTATION PRINTER.
6 REMOVE ALL (E) BASE AND UPPER CABINET.
7 REMOVE (E) WALL MOUNTED BOARD.
8 REMOVE (E) CR READER MACHINE.
9 REMOVE (E) SHELF CABINET.
10 REMOVE (E) WORKSTATION.
11 REMOVE (E) WALL MOUNTED SOAP OR DEGERMER.
12 REMOVE (E) WALL MOUNTED GLOVE DISPENSER.
13 DEMO (E) PONY WALL.
14 REMOVE (E) CORNER GUARDS.
15 DEMO (E) LEAD-LINED DOOR
16 DEMO (E) NURSE CALL LIGHT AND PULL STRING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
17 REMOVE (E) DRESSING RM BENCH.
18 REMOVE (E) DRESSING RM CASEWORK.
19 DEMO (E) WALL.
20 EXTENT OF (E) FLOOR DEMO.
21 REMOVE (E) BUCKY WALL STAND.
22 REMOVE (E) PATIENT TABLE.
23 REMOVE (E) CONTROL CABINET.
24 REMOVE (E) STEP STOOL.
25 REMOVE (E) WALL MOUNTED APRON RACK.
26 REMOVE (E) WALL MOUNTED SIGN AND SAVE FOR REUSE.
27 REMOVE (E) STAND.
28 REMOVE (E) EXAM STOOL.
29 REMOVE (E) CEILING MOUNTED PATIENT SCANNER.
30 DEMO (E) CEILING AND COMPONENTS.
31 REMOVE & REPLACE CEILING TILES & GRID IN CORRIDOR 1502 AS NECESSARY TO COMPLETE DEMO
WORK SHOWN ON SHEET M0-12
32 DEMO (E) GYP BD TO PREP WALL FOR INSTALL OF NEW LEAD SHIELDING.
33 EXTENTS OF CEILING DEMO.
34 DEMO GYP. BOARD SOFFIT.
35 DEMO T-BAR GRID AND TILES AS SHOWN.
36 DEMO EXISTING SIGNAGE. PROTECT EXISTING SUBSTRATE TO REMAIN IN PLACE.
37 DEMO EXISTING CARD READER.
38 DEMO (E) WALL MOUNTED XCEL X-RAY MACHINE
39 CAREFULLY REMOVE & STORE WOOD TRIM & BASE FOR REUSE. SEE INTERIOR ELEVATIONS FOR
REINSTALLATION LOCATION.
40 (E) CARD READER TO REMAIN
41 DEMO (E) ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
42 DEMO (E) SURGE PROTECTION DEVICE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
43 REMOVE (E) CARD READER & SALVAGE. SEE SHEET A1-13 & SECURITY SHEETS FOR REMODEL WORK.
44 DEMO (E) DUKANE DEVICE
45 REMOVE (E) WALL DUCT
46 DEMO (E) STRUCTURAL STEEL ABOVE CEILING AND INSIDE WALLS
47 DEMO (E) LEAD-LINED GYP BOARD ABOVE CEILING
48 DEMO (E) LEAD-LINED GYP BOARD ON WALLS. PROTECT FRAMING TO REMAIN IN PLACE
49 REMOVE & STORE (E) FIRE EXTINGUISHER. SEE REMODEL PLAN FOR REINSTALLATION LOCATION
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
2.7
2.5
2.3
1.4
F G H J K
1
1'
-
8
"
11"
4'
-
0
"
1'
-
9
"
1'
-
6
"
10
'
-
1
1
/
2
"
8' - 2 1/4"
3' - 0"3"
4' - 0"
4'
-
0
"
3'
-
9
1
/
2
"
2 2
3
1518
TOILET/LAV, GENERAL
TLGEN
1517
TOILET/LAV, GENERAL
TLGEN
1515
DRESSING ROOM
DRESSB
1516
DRESSING ROOM
DRSSB
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA 1510
SUBWAIT ROOM
1502
CORRIDOR
CORRD
1509
STORAGE, GENERAL
SGENL
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
1507
IMAGING, MAMMOGRAPHY
IMAMO
1508
HALLWAY
HALLW
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
IMAGINE GENERAL
IGENL
1505
WORK AREA, TECHNICIAN
WATEC
1506
DRESSING BOOTH
DRSSB
1512
DRESSING BOOTH
DRSSB
1514
HALLWAY
HALLW
1504
VESTIBULE
VESTI
1504A
VESTIBULE
VESTI
1511
7' - 2"
5' - 0"
2'
-
6
"
N
NOT APPLICABLE
GENERAL NOTES
DEMOLITION OF NON-RATED PARTITION
AREA OF WORK
(E) NON-RATED PARTITION
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
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-
0
"
IF
T
H
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S
S
H
E
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I
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N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:24:29 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A0-14
PLAN - DEMO CONCRETE 1ST FLR
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1/4" = 1'-0"PLAN - DEMO CONCRETE 1ST FLR 01
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO: FLOOR LEV: SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
5
0
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1
/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:24:29 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A0-14
PLAN - DEMO CONCRETE 1ST FLR
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
N
KEY PLAN
LEGEND
1 SAWCUT (E) SLAB FOR NEW CONDUIT TRENCH. SEE 24/S5-01 FOR ADDITIONAL INFORMATION.
2 SAWCUT (E) SLAB. SEE 11/S5-01 FOR TABLE & 21/S5-01 FOR WALL STAND.
3 SAWCUT (E) SLAB FOR CONNECTION OF (N) LAVATORY WASTE TO (E) 2" WASTE. SEE PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION.
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
E A S T F O U R T H S T R E E T
CR
CR
RE
X
T
AREA OF WORK
(E) PARTITION
DEPARTMENT BOUNDRY
(N) PARTITION
LEGEND
NOT APPLICABLE
NOT APPLICABLE
10
9
8
7
6
5
4
1
3
L M N P Q
A B C D E F G H J K
2
1108
TRASH1105
SLINC
1014
OPROV
1013
WSGEN
1012
EXROM1011
OPROV
1104
HALLW1015
EXROM1017
WSGEN
1310W01
WSGEN
1018
WSGEN
1010
EXROM
1009
EXROM 1150
HALLW
1109
EQRTR1107A
SGENL
1103
SEQGN
1102
WRGEN
1016
EXROM1019
EXROM
1008
EXROM
1154A
SCLOS
1101
CORRD1020
TLSTF
1007
EXROM
1153A
VESTI
1153
SGENL
1154
TLPUB
1155
TLPUB
1150B
ADRFT
1021
TLPAT1033
EQELC
1030
HALLW
1211
CONFR
1213
UTILC
1214
EXROM
1224
TLSTF
1215
AMENR
1024
UTILC
1022
PRMIN
1023
UTILS1006
OPROV
1005
EXROM
1209
HALLW
1025
AMENR
1029
HALLW1004
EXROM
1203
OPROV1217
WACPF
1216
OGENL
1223
EXROM
1026
AAMEN1003
WACPF
1204
OPROV
1217W01
WSGEN
1217W02
WSGEN
1217W03
WSGEN
1217W04
WSGEN
1217W05
WSGEN
1217W06
WSGEN
1210
HALLW
1027
WSGEN1002
OGENL
1028
WSGEN
1200
WTAGN1222
EXROM1221
EXROM
1220
EXROM
1218
UTILS
1300
CORRD
1001
WTAGN
1219
MEDPR
1201
RECEP 1212
HALLW
1206
EXROM1207
EXROM
1208
EXROM
1202
SGENL
1312
WAGEN
1312W01
WSGEN
1301
WTAGN1302
RECEP
1311B
WACPF
1311A
WACPF 1311
HALLW
1316
WTAGN1310
RECEP
1315
OGENL
1314
OGENL
1313
OGENL
102
WSGEN
1406
SMEDS
1408
OGENL
1407
OGENL
1409
EQMEC
1410
EQELV
1405
SGENL
1500
COORD
1404
TLSTF1403
WADIS
1401
WTAGN
1402
CONSR
1205
OPROV
1031
HALLW
1411
EQMEC
1498
ATELE
1499
OGENL
1501
LOBBY
EL01
ELEVA
1528
SEQGN
1529
EVSRM
1527
OGENL
1535
SSUPP
1509
SGENL
1507
IMAMO
1513
DRSSA
1502
CORRD
1514
WSGEN1517
TLGEN
1518
TLGEN
1505
SHELL
1504A
VESTI
1617
OPROV
1616
EXROM
1620
WSGEN
1621
WSGEN
1622
TLPUB
1623
WSGEN
1624
AGENL
1625
EXROM
1630
EXROM
1626
EXROM
1627
EXROM
1628
OGENL
1629
TLGEN
1615
EXROM
1614
EXROM
1613
OPROV1612
EXROM
1611
EXROM1610
OPROV
1609
OPROV
1608
UTILC
1608A
WSGEN
1602
HALLW
1605
EXROM
1606
EXROM
1607
EXROM
1808
TLPUB
1809
CORRD
1810
SGENL
1807
SGENL
1805
CONFR
1800A
CORRD
1800
CORRD
1804
LNGST
1802
KITCH
1801
EVSRM
1800C
VESTI
1706
EXROM
1707
EXROM
1708
UTILS
1704
HALLW
1704A
UTILG
1726
OPROV
1711
EXROM
1709
PRMIN
1601
HALLW
1600
HALLW
1710
OGENL
1712
EXROM
1713
WSGEN
1714
WSGEN
1715
WRGEN
1716
TLPUB
1717
WSGEN
1718
WSGEN
1725
EXROM 1724
OPROV
1723
EXROM
1722
OPROV
1721
EXROM
1720
OPROV
1719
EXROM
1531
LNGST
1530
WAGEN
1532
OBSRM
1536
VESTI
1538
TLPTS
1534
LBTRY
1537
TLPTS
1534B
BLDDR
1534C
BLDDR
1534D
BLDDR
1701
WTAGN
1702
RECEP
1703
WTAGN
1604
WTAGN
1800B
VESTI
1803
TLPUB
1705
HALLW
1507A
DRSSA
1506
IGENL
1511
DRSSB
PEDIATRICS OBSTETRICS / GYNECOLOGY
PEDIATRICS
RADIOLOGY - GENERAL
BLOOD DRAW LAB
PRIMARY CARE
MEMBER SERVICE
CENTERENVIRONMENTAL SERVICESOBSTETRICS / GYNECOLOGY
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:21:57 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A1-11
PLAN - REMODEL OVERALL 1ST FLR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
N
1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLOOR 01
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
C
RE
X
T-BAR CEILING
GYP. BD. CEILING
AREA OF WORK
(E) PARTITION
DEPARTMENT BOUNDRY
(N) PARTITION
10
9
8
7
6
5
4
1
3
L M N P QABCDEFGHJK
2
CONFERENCE ROOMS
PEDIATRICS OBSTETRICS / GYNECOLOGY
PEDIATRICS
RADIOLOGY - GENERAL
BLOOD DRAW LAB MHW MENTAL HEALTH/
PSYCHIATRY
MEDICAL OFFICE
ADMINISTRATION
O/P PHARMACY
PRIMARY CARE
FAMILY MEDICINE
MEMBER SERVICE
CENTER
MEDICAL OFFICE
ADMINISTRATION
MEDICAL OFFICE
ADMINISTRATION
MATERIAL MGMT-ADMIN
ENVIRONMENTAL
SERVICES
ENVIRONMENTAL SERVICES
ENVIRONMENTAL SERVICES
OBSTETRICS / GYNECOLOGY
03
A1-13
1108
TRASH1105
SLINC
1014
OPROV
1013
WSGEN
1012
EXROM1011
OPROV
1104
HALLW1015
EXROM1017
WSGEN
1310W01
WSGEN
1018
WSGEN
1010
EXROM
1009
EXROM 1150
HALLW
1109
EQRTR1107A
SGENL
1103
SEQGN
1102
WRGEN
1016
EXROM1019
EXROM
1008
EXROM 1154A
SCLOS1101
CORRD1020
TLSTF
1007
EXROM
1153A
VESTI
1153
SGENL
1154
TLPUB
1155
TLPUB
1150B
ADRFT
1021
TLPAT1033
EQELC
1030
HALLW
1211
CONFR
1213
UTILC
1214
EXROM
1224
TLSTF
1215
AMENR
1024
UTILC
1022
PRMIN
1023
UTILS1006
OPROV
1005
EXROM
1209
HALLW
1025
AMENR
1029
HALLW1004
EXROM
1203
OPROV1217
WACPF
1216
OGENL
1223
EXROM
1026
AAMEN1003
WACPF
1204
OPROV
1217W01
WSGEN1217W02
WSGEN
1217W03
WSGEN
1217W04
WSGEN
1217W05
WSGEN
1217W06
WSGEN
1210
HALLW
1027
WSGEN1002
OGENL
1028
WSGEN
1200
WTAGN1222
EXROM1221
EXROM
1220
EXROM
1218
UTILS
1300
CORRD
1001
WTAGN
1219
MEDPR
1201
RECEP 1212
HALLW
1206
EXROM1207
EXROM
1208
EXROM
1202
SGENL
1312
WAGEN
1312W01
WSGEN
1301
WTAGN1302
RECEP
1311B
WACPF
1311A
WACPF
1311
HALLW
1316
WTAGN
1310
RECEP
1315
OGENL
1314
OGENL
1313
OGENL
102
WSGEN
1406
SMEDS
1408
OGENL
1407
OGENL
1409
EQMEC1410
EQELV
1405
SGENL
1500
COORD
1404
TLSTF1403
WADIS
1401
WTAGN
1402
CONSR
1205
OPROV
1031
HALLW
1411
EQMEC
1498
ATELE
1499
OGENL
1501
LOBBY
EL01
ELEVA
1528
SEQGN
1529
EVSRM
1527
OGENL
1535
SSUPP
1509
SGENL
1507
IMAMO
1506
IGENL
1513
DRSSA
1502
CORRD1514
WSGEN
1517
TLGEN
1518
TLGEN
1505
SHELL
1504A
VESTI
1617
OPROV
1616
EXROM
1620
WSGEN
1621
WSGEN1622
TLPUB
1623
WSGEN
1624
AGENL
1625
EXROM
1630
EXROM
1626
EXROM
1627
EXROM
1628
OGENL
1629
TLGEN
1615
EXROM
1614
EXROM
1613
OPROV
1612
EXROM1611
EXROM1610
OPROV
1609
OPROV
1608
UTILC
1608A
WSGEN
1602
HALLW
1605
EXROM
1606
EXROM
1607
EXROM
1808
TLPUB
1809
CORRD
1810
SGENL
1807
SGENL
1805
CONFR
1800A
CORRD
1800
CORRD
1804
LNGST
1802
KITCH
1801
EVSRM
1800C
VESTI
1706
EXROM
1707
EXROM
1708
UTILS
1704
HALLW
1704A
UTILG
1726
OPROV
1711
EXROM
1709
PRMIN
1601
HALLW
1600
HALLW
1710
OGENL
1712
EXROM
1713
WSGEN
1714
WSGEN
1715
WRGEN
1716
TLPUB
1717
WSGEN
1718
WSGEN
1725
EXROM 1724
OPROV
1723
EXROM
1722
OPROV
1721
EXROM
1720
OPROV
1719
EXROM
1531
LNGST
1530
WAGEN
1532
OBSRM
1536
VESTI
1538
TLPTS
1534
LBTRY
1533
BLDDR
1537
TLPTS
1534B
BLDDR
1534C
BLDDR
1534D
BLDDR
1701
WTAGN
1702
RECEP
1703
WTAGN
1604
WTAGN
1800B
VESTI
1803
TLPUB
1705
HALLW
1507A
DRSSA
NOT APPLICABLE
NOT APPLICABLE
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:22:04 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A1-12
PLAN - REMODEL OVERALL RCP
1ST FLR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/16" = 1'-0"PLAN - REMODEL OVERALL RCP 1ST FLR 01
N
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
J
1
D
D
PS
EPO
ESES
PS
PS
D
D
CR
CR
EP
O
RE
X
PS
T
C
RE
X
OS
OS
OS OS
OS
OS
C
J
2
J
1
D
2.7
2.5
2.3
1.4
F G H J K
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA 1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN
1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
30"X36" CLR
1
2
3
4
1506A
CONTROL ROOM
CRRAD
1514
TECH WORKSTATION
WSGEN
1504B
HALLWAY
HALLW
15
0
5
1504 15
0
6
15
1
1
65
74
1511
DRESSING BOOTH
DRSSB
8 8
15
1
3
1504A
HALLWAY
HALLW
10
10
10
11
12
4
1510
SUBWAIT ROOM
1508
HALLWAY
HALLW
13
1
15
17
1. U.N.O., ALL ITEMS ARE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED (C.F.C.I.).
2. FOR MEDICAL EQUIPMENT & FURNITURE INFORMATION, SEE
3. FOR INTERIOR FINISH INFORMATION, SEE
4. U.N.O., ALL CEILING MOUNTED EQUIPMENT AND DEVICES ARE EXISTING AND SHOWN FOR
REFERENCE ONLY.
5. U.N.O., ALL ITEMS ARE CONTRACTOR FURNISHED, CONTRACTOR INSTALLED (C.F.C.I.).
6. U.N.O., CENTER ACOUSTICAL CEILING TILES WITHIN ROOM.
7. U.N.O., CEILING MOUNTED DEVICES ARE CENTERED IN CEILING TILE.
8. U.N.O., ALL CEILING TILE, T-BAR, HVAC DIFFUSERS/ REGISTERS, AND LIGHT FIXTURES ARE
NEW IN ROOMS 1504, 1504A, 1505, 1506, 1513, 1514, 1515, 1516.
9. U.N.O., (N) NURSE CALL LIGHTS SHOULD BE CENTERED ABOVE THE DOOR OPENING.
01 /Q1-11
01/I1-11
2.7
2.5
2.3
1.4
F G H J K
2
1529
ENVIRONMENTAL
SERVICES CLOSET
1509
STORAGE, GENERAL
1507
IMAGING, MAMMOGRAPHY
1506
IMAGING, GEN
1513
ACCESSIBLE DRESSING
BOOTH
1502
CORRIDOR
1517
TOILET/LAV, GENERAL1518
TOILET/LAV, GENERAL
1505
SHELL SPACE
1617
OFFICE, PROVIDER
1602
HALLWAY
1701
WAITING AREA, GENERAL
1507A
ACCESSIBLE DRESSING
BOOTH
(E) +9' - 0"AFF
(E) +9' - 0"AFF
(E) +9' - 0"AFF
(E) +9' - 0"AFF
NOTE: PER IMAGING EQUIPMENT VENDOR
DRAWINGS, "IN THIS RECTANGULAR SHADED
AREA, NOTHING CAN EXTEND BELOW THE
FINISHED CEILING TO ALLOW FREE MOVEMENT
OF THE CEILING X-RAY TUBE STAND."
1514
TECH WORKSTATION
WSGEN
1504B
HALLWAY
HALLW
1511
DRESSING BOOTH
DRSSB
9
+9' - 0"AFF +9' - 0"AFF
(E) +9' - 0"AFF
+9' - 0"AFF
4'
-
7
1
/
2
"
3'
-
9
"
1508
HALLWAY
1510
SUBWAIT ROOM
1504A
HALLWAY
16' - 0"
14
+9' - 0"AFF
11 15/16"
2'
-
0
"
16
18
+9' - 0"AFF
1' - 8"1' - 8"2' - 2"2' - 2"2' - 2"2' - 2"2' - 2"1' - 0"3 1/4"
3'
-
0
"
1'
-
0
"
1'
-
0
"
4'
-
0
"
3'
-
0
"
1'
-
0
"
1'
-
0
"
RAUN 216-9
RAUN 216-10
2
5
/
8
"
6' - 4"5' - 4"
+1'-0"AFF CEILING HEIGHT TAG
DIFFUSERS / REGISTERS
RECESSED LIGHT FIXTURE
RECESSED SPEAKER
SPRINKLER (DEFERRED APPROVAL)
RECESSED ELECTRICAL JUNCTION BOX
SMOKE DETECTOR (DEFERRED APPROVAL)
WALL MOUNTED NURSE CALL LIGHT
FIRE ALARM DEVICE (DEFERRED APPROVAL)
(N) NON-RATED PARTITION
AREA OF WORK
(E) NON-RATED PARTITION
(E) 1-HR RATED FIRE BARRIER FOR SHAFTS
PER CBC 407.4.4 GROUP I-2 AND I-2.1 CARE SUITES, 707 FIRE BARRIERS, 707.3.9 SEPERATED OCCUPANCIES
45 MIN OPENINGS PER TABLE 716.5
CEILING ACCESS PANEL
EXIT SIGN
DATA OUTLET (MODTAP) -SINGLE GANG BOX
DATA OUTLET (MODTAP) -DOUBLE GANG BOX
DATA -CEILING MOUNTED WIRELESS ACCESS POINT
FLUSH MOUNTED ENCLOSURE
JUNCTION BOXES (NUMBER DESIGNATES GANG SIZE)
SWITCH -DIMMER -SINGLE GANG BOX
SURFACE MOUNTED ENCLOSURE
ELECTRICAL RECEPTICAL, SINGLE
ELECTRICAL RECEPTICAL, DUPLEX
ELECTRICAL RECEPTICAL, QUADRAPLEX
NEW LEAD-LINED GYP CEILING
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO:BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jguevara\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jguevaraY9UQJ.rvt
5/20/2024 1:57:52 PM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A1-13
PLAN - REMODEL 1ST FLR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/4" = 1'-0"PLAN - REMODEL 1ST FLR 01
N
1 INSTALL (N) PATIENT TABLE.
2 INSTALL (N) WALL STAND WITHN FIXED DETECTOR.
3 INSTALL (N) FLOOR DUCT. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
4 INFILL FRAMING PER DETAIL 13/A5-02.
5 INSTALL (N) LAVATORY. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
6 INSTALL (N) BASE & UPPER CABINETS.
7 INSTALL (N) GENERATOR CABINET.
8 INSTALL (N) DRESSING ROOM BENCH.
9 INSTALL (N) GYP BOARD SOFFIT. SEE 17/A5-04 FOR ADDITIONAL INFORMATION.
10 EXTENTS OF (N) FLOORING.
11 INSTALL (N) LEAD-LINED WINDOW. REFER TO PHYSICIST REPORT ON SHEET Q8-11 FOR ADDITIONAL
INFORMATION
12 INSTALL (N) DISCONNECT SWITCH. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
13 INSTALL (E) CARD READER. SEE SECURITY SHEETS FOR ADDITIONAL INFORMATION.
14 INSTALL (N) CEILING MOUNTED PULL BOX. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
15 INSTALL (E) FIRE EXTINGUISHER IN (N) SEMI-RECESSED FIRE EXTINGUISHER CABINET
16 REMOVE & REPLACE CEILING TILES & GRID HALLWAY 1602 AS NECESSARY TO COMPLETE REMODEL
WORK SHOWN ON SHEET M1-12
17 INSTALL (E) THERMOSTAT AT THIS LOCATION. SEE SHEET M1-12 FOR ADDITIONAL INFORMATION
18 INSTALL (N) CEILING ACCESS PANEL TO ACCESS THE VOLUME DAMPERS. SEE SHEET M1-12 FOR
ADDITIONAL INFORMATION.
1/4" = 1'-0"PLAN - REMODEL RCP 1ST FLR 03
N
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
J
1
D
D
PS
EPO
ESES
PS
PS
D
D
CR
CR
EP
O
PS
T
2.7
2.5
2.3
1.4
F G H J K
05/ A2-01
04
/
A
2
-01
03/ A2-01
02/ A2-01
12
/
A
2
-01
13
/
A
2
-01
14/ A2-01
20
/
A
2
-01
15/ A2-01
01/ A2-02
02
/
A
2
-02
03/ A2-02
13/ A2-02
04
/
A
2
-02
02/ A2-03
05
/
A
2
-03
04/ A2-03
07/ A2-03
08
/
A
2
-03
09/ A2-03
12
/
A
2
-02
07/ A2-02
09/ A2-02
06
/
A
2
-02
11/ A2-02
06
/
A
2
-0301/ A2-03
11/ A2-03
08
/
A
2
-02
03
/
A
2
-0310
/
A
2
-03
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA 1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
30"X36" CLR
1506A
CONTROL ROOM
CRRAD
1514
TECH WORKSTATION
WSGEN
1504B
HALLWAY
HALLW
15
0
5
1504
15
0
6
15
1
1
1511
DRESSING BOOTH
DRSSB
15
1
3
1504A
HALLWAY
HALLW
B3
-
B3
-
B3
-
B4
-
B3
-
B3
-
B3
-
B3
-
B3
-
B3
-
B3
-
B3
-
3'
-
9
"
3'
-
1
1
"
14
/
A
2
-02
05
/
A
2
-02
1508
HALLWAY
HALLW
1510
SUBWAIT ROOM
10/ A2-02
AL
I
G
N
ALIGN
AL
I
G
N
AL
I
G
N
AL
I
G
N
AL
I
G
N
4' - 5"7' - 5"
6'
-
5
7
/
8
"
2'
-
7
1
/
2
"
6 5/8"
4'
-
3
1
/
4
"
5' -
8
5
/
8
"
7' - 4 3/8"
16
'
-
0
"
C6
-
B6
-
1
2
TYP
TYP
12
/
A
2
-03
135°
C2
-
4"
5'
-
0
"
3' - 0"
1'
-
8
1
/
2
"
1'
-
1
1
1
/
2
"
N
DEMOLITION OF NON-RATED PARTITION
AREA OF WORK
(E) NON-RATED PARTITION
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:28 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A1-14
PLAN - REMODEL ENLARGED -
DIMENSION & PARTITION TYPE
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1/4" = 1'-0"PLAN - REMODEL ENLARGED - 1ST FLR 01
GENERAL NOTES
SHEET KEYNOTES
LEGEND
KEY PLAN
NOT APPLICABLE
1 (N) HSS INSIDE PARTIAL HEIGHT WALL. SEE 19/S5-01 FOR ADDITIONAL INFORMATION.
2 (N) HSS INSIDE FULL HEIGHT WALL. SEE 13/S5-01 FOR ADDITIONAL INFORMATION.
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
(N) DATA PORT
(N) ELECTRICAL RECEPTACLE.
1001A DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6-01
W
2400 L
LOCK
CASEWORK TAG
KAISER VERNON MODEL NUMBER - LETTER DESIGNATOR FOR HINGE LOCATION, WHERE OCCURS
COMMENT ( "M" INDICATES MODIFICATION TO STANDARDIZED MODEL.)
(N) DIMMABLE LIGHT SWITCH.
CHTK 800E-AA
FURNITURE TAG - SEE FURNITURE SCHEDULE ON SHEET Q1-11
MODO 800E EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON SHEET Q1-11
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE)
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT)
ACCESSORIES TAG - SEE ACCESSORIES SCHEDULE ON SHEET Q1-11
SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES)
MODO 800E
(N) EMERGENCY SHUT OFF BUTTON.
(N) NURSE PULL CORD
SURFACE MOUNTED WIREWAY
(N) THERMOSTAT
2'
-
1
0
"
1'
-
8
"
2'
-
6
"
1' - 7"1' - 3"10"5' - 8"
2' - 0"
MW
3600
MB
3620
1506
PTD
DG
SD
4' - 7"
1
9
8
4'
-
0
"
1'
-
0
"
OPEN
COSH 518 DIGL 211
MW
3600
MB
3620
1' - 5"
1' - 3"
1
7'
-
0
"
9 3/4"
OPEN TO
CONTROL RM
9"
1
2
3
4'
-
0
"
7'
-
0
"
3' - 1"
1
STDO 274
STIV 216
TRCY 215
SHRA 204
1
COWA 202
PUIN 242
RAUN 216-7
RAUN 216-6
6' - 7"
RAUN 216-9
RAUN 216-10
RAUN 216-8
STST 216
RAUN 216-6
RAUN 216-7
1
4
RAUN 216-11
4' - 0"
2'
-
3
"
6
1' - 11"3' - 10"11"
BOTR 203
5'
-
1
"
6'
-
1
"
6
CHSM 803
SHRA 204
1 MOPE 800
PRIN 200
1' - 8"6"
6
3'
-
1
0
"
3'
-
0
"
BOBU 805
6RAAL 224
6' - 4"2' - 0"1' - 0"6"6"3' - 2"
6
APLE 203
4'
-
2
"
5'
-
0
"
1
PRIN 200
MOPE 800
5
1' - 6"
OPEN
TEPH 200
TAAM 802
1'
-
3
"
6"
1
7
COTE 200
EGRK 801
1' - 8"6"
OPEN TO X-RAY
ROOM
RAUN 216-3
RAUN 216-4
TAAM 802
7'
-
0
"
M
A
X
RAUN 216-13
RAUN 216-1
1'
-
3
"
6"
2' - 6"6"
1
2
3
BACS 200 7
1
SCAN 200
COMPLY W/ SIDE REACH AT OBSTR.
46" MAX. TO TOP OF BOX
HIGH ELECTRICAL RECEPTACLES /
MODTAP (VOICE/DATA) OUTLETS,
LIGHTING CONTROLS
LOW ELECTRICAL
RECEPTACLES / MODTAP
(VOICE/DATA) OUTLETS
TO BOT. OF BOX
15" MIN.
COUNTER
WHERE
OCCURS
34" MAX.
WALL HUNG SINK W/
PIPE WRAP
PAPER
TOWEL
DISPENSER
SOAP
DISPENSER /
DEGERMER
COSH
SHARPS
CONTAINER
46" MAX. TO TOP OF BOX
HIGH RECEPTACLES,
VOICE/DATA OUTLETS &
LIGHTING CONTROLS/ CARD
READER
ELECTRICAL PANEL
MAX.
46"
THERMOSTAT
56" MAX
FULL LENGTH MIRROR
STANDARD
BACKING. SEE
DETAIL 10/A5-02
MAX.
1' - 8"
40" MAX
72"
NOTE: INSTALL OUTLET
AS CLOSE TO SINK AS
POSSIBLE TO HIDE
FROM VIEW
1. U.N.O., POWER OUTLETS, J-BOXES, MOD-TAPS, SECURITY DEVICES, FIRE ALARM DEVICES
AND LIGHTING CONTROLS ARE NEW.
2. U.N.O., DIMENSION SHOWN ARE FOR NEW POWER OUTLETS, J-BOXES, MOD-TAPS, LIGHTING
CONTROLS AND SECURITY DEVICES. HORIZONTAL DIMENSIONS ARE SHOWN FOR
REFERENCE AND CONTRACTOR TO COORDINATE FINAL LOCATIONS IN THE FIELD.
3. U.N.O., DIMENSIONS ARE TO CENTER OF DEVICES.
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:53:13 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A2-01
ELEVATIONS - INTERIOR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
011/2" = 1'-0"TYPICAL MOUNTING HEIGHTS
1/2" = 1'-0"1506 - IGENL - SOUTH ELEVATION 05
1/2" = 1'-0"1506 - IGENL - EAST ELEVATION 04
1/2" = 1'-0"1506 - IGENL - SOUTHEAST ELEVATION 03
1/2" = 1'-0"1506 - IGENL - NORTH ELEVATION 021/2" = 1'-0"1506 - IGENL - WEST ELEVATION 12
1/2" = 1'-0"1506 - IGENL - EAST ELEVATION 2 13
1/2" = 1'-0"1506A - CRRAD - SOUTH ELEVATION 14
1/2" = 1'-0"1506A - CRRAD - WEST ELEVATION 20 1/2" = 1'-0"1506A - CRRAD - EAST ELEVATION 15
LEGEND
NOT USED
NOT USED
NOT USED
NOT USED
1 NEW RUBBER TOPSET BASE. SEE FINISH LIST ON I1-11 FOR ADDITIONAL INFORMATION.
2 NEW CORNER GUARD.SEE FINISH LIST ON I1-11 FOR ADDITIONAL INFORMATION.
3 NEW LEAD-LINED WINDOW. SEE A6-01 FOR ADDITIONAL INFORMATION.
4 NEW 24"W X 60"H X 10"D PULL BOX. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
5 NEW DISCONNECT SWITCH. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
6 NEW BACKING PER 10/A5-02.
7 NEW SURFACE-MOUNTED HORIZONTAL DUCT. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
8 NEW COAT HOOKS
9 NEW CLEAN OUT COVER. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
1. U.N.O., POWER OUTLETS, J-BOXES, MOD-TAPS, SECURITY DEVICES, FIRE ALARM DEVICES,
AND LIGHTING CONTROLS ARE EXISTING.
2. U.N.O., PROVIDE BACKING FOR WALL MOUNTED/ WALL ANCHORED EQUIPMENT.
3. U.N.O., DIMENSIONS SHOWN ARE FOR NEW POWER OUTLETS, J-BOXES, MOD-TAPS,
LIGHTING CONTROLS, THERMOSTAT/ HUMIDSTAT, AND SECURITY DEVICES. HORIZONTAL
DIMENSIONS ARE SHOWN FOR THESE DEVICES ARE FOR REFERENCE AND FINAL LOCATIONS
ARE TO BE COORDINATED IN THE FIELD BY THE CONTRACTOR.
4. U.N.O., MOUNTING HEIGHTS ARE FOR POWER AND MOD-TAP DEVICES AS PER
5. U.N.O., DIMENSIONS ARE TO CENTER OF DEVICES.
22/G0-01
(N) DATA PORT
(N) ELECTRICAL RECEPTACLE.
1001A DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6-01
W
2400 L
LOCK
CASEWORK TAG
KAISER VERNON MODEL NUMBER - LETTER DESIGNATOR FOR HINGE LOCATION, WHERE OCCURS
COMMENT ( "M" INDICATES MODIFICATION TO STANDARDIZED MODEL.)
(N) DIMMABLE LIGHT SWITCH.
CHTK 800E-AA
FURNITURE TAG - SEE FURNITURE SCHEDULE ON SHEET Q1-11
MODO 800E EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON SHEET Q1-11
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE)
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT)
ACCESSORIES TAG - SEE ACCESSORIES SCHEDULE ON SHEET Q1-11
SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES)
MODO 800E
(N) EMERGENCY SHUT OFF BUTTON.
(N) NURSE PULL CORD
SURFACE MOUNTED WIREWAY
(N) THERMOSTAT
1
1506
2
3
2
3
11' - 4"
1
OPEN
3
9"
1
3
1
2
4'
-
0
"
OPEN
1
55
EQ EQ EQ EQ
2
4'
-
0
"
1513 1511
OPEN OPEN
2
3
3
1
1504
3 3
4
3' - 1"4' - 8"6"
SFDP 801
CHSM 803
COTE 200
EGRK 801
TAAM 800
CHTK 802
EQ EQ
2"
1
OPEN 2
1
3
2' - 8"
OPEN
SFDP 801 SFDP 801
SFDP 802
1
OPEN
2
1
N
7
6
1
2
OPEN
OPEN
COTE 200
BACS 200 SCAN 200
TEPH 200
TAAM 800
SFDP 801 SFDP 801
SFDP 802
EGRK 801
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:37 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A2-02
ELEVATIONS - INTERIOR
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/2" = 1'-0"1504B - HALLW - NORTH ELEVATION 01
1/2" = 1'-0"1504B - HALLW - EAST ELEVATION 04
1/2" = 1'-0"1504B - HALLW - SOUTH ELEVATION 13 1/2" = 1'-0"1504B - HALLW - WEST ELEVATION 08 1/2" = 1'-0"1504B - HALLW - SOUTH ELEVATION 2 03
1/2" = 1'-0"1504B - HALLW - WEST ELEVATION 2 021/2" = 1'-0"1514 - WORK STATION - EAST ELEVATION 12 1/2" = 1'-0"1514 - WORK STATION - SOUTH ELEVATION 07
1/2" = 1'-0"1504B - HALLW - SOUTH ELEVATION 3 09
1/2" = 1'-0"1504B - HALLW - EAST ELEVATION 2 061/2" = 1'-0"1504B - HALLW - NORTH ELEVATION 2 11
KEY PLAN
1/2" = 1'-0"1602 HALLW - EAST ELEVATION 14
1/2" = 1'-0"1508 - HALLW - WEST ELEVATION 3 051/2" = 1'-0"1514 - WSGEN - NORTH ELEVATION 10
1 NEW RUBBER TOPSET BASE. SEE FINISH LIST ON I1-11 FOR ADDITIONAL INFORMATION.
2 NEW CORNER GUARD.SEE FINISH LIST ON I1-11 FOR ADDITIONAL INFORMATION.
3 NEW SIGN. SEE SIGNAGE PACKAGE FOR ADDITIONAL INFORMATION.
4 NEW REQUEST TO EXIT. SEE SECURITY DWGS FOR ADDITIONAL INFORMATION.
5 NEW WALL-MOUNTED CORRIDOR LIGHT.
6 REINSTALL (E) SALVAGED BASE.
7 REINSTALL (E) SALVAGED WOOD TRIM. ALIGN WITH (E) WOOD TRIM ON ADJACENT WALLS.
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
1. U.N.O., POWER OUTLETS, J-BOXES, MOD-TAPS, SECURITY DEVICES, FIRE ALARM DEVICES,
AND LIGHTING CONTROLS ARE EXISTING.
2. U.N.O., PROVIDE BACKING FOR WALL MOUNTED/ WALL ANCHORED EQUIPMENT.
3. U.N.O., DIMENSIONS SHOWN ARE FOR NEW POWER OUTLETS, J-BOXES, MOD-TAPS,
LIGHTING CONTROLS, THERMOSTAT/ HUMIDSTAT, AND SECURITY DEVICES. HORIZONTAL
DIMENSIONS ARE SHOWN FOR THESE DEVICES ARE FOR REFERENCE AND FINAL LOCATIONS
ARE TO BE COORDINATED IN THE FIELD BY THE CONTRACTOR.
4. U.N.O., MOUNTING HEIGHTS ARE FOR POWER AND MOD-TAP DEVICES AS PER
5. U.N.O., DIMENSIONS ARE TO CENTER OF DEVICES.
22/G0-01
(N) DATA PORT
(N) ELECTRICAL RECEPTACLE.
1001A DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6-01
W
2400 L
LOCK
CASEWORK TAG
KAISER VERNON MODEL NUMBER - LETTER DESIGNATOR FOR HINGE LOCATION, WHERE OCCURS
COMMENT ( "M" INDICATES MODIFICATION TO STANDARDIZED MODEL.)
(N) DIMMABLE LIGHT SWITCH.
CHTK 800E-AA
FURNITURE TAG - SEE FURNITURE SCHEDULE ON SHEET Q1-11
MODO 800E EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE ON SHEET Q1-11
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE)
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT)
ACCESSORIES TAG - SEE ACCESSORIES SCHEDULE ON SHEET Q1-11
SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES)
MODO 800E
(N) EMERGENCY SHUT OFF BUTTON.
(N) NURSE PULL CORD
SURFACE MOUNTED WIREWAY
(N) THERMOSTAT
1
1505
3
5' - 0"
7
1
1' - 5"1' - 5"
2
1513
1
3' - 6"1' - 7"
1
06
A5-03
5'
-
0
"
3
4
4' - 0"
1
4
1' - 8"
1
1511
4"3' - 0"
1
4
06
A5-03
3
4
1
BEHIND BENCH
5'
-
0
"
EQEQ
2' - 3"
1
2
4
1
3 3
3
5"
7'
-
0
"
1' - 3"
3'
-
4
"
1
1504
EQ EQ
3
5
N
6
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:22 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A2-03
ELEVATIONS - INTERIOR
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
LEGEND
1/2" = 1'-0"1504A - HALLW - NORTH ELEVATION 01
1/2" = 1'-0"1513 - DRSSA - NORTH ELEVATION 02
1/2" = 1'-0"1513 - DRSSA - EAST ELEVATION 03
1/2" = 1'-0"1513 - DRSSA - SOUTH ELEVATION 04
1/2" = 1'-0"1513 - DRSSA - WEST ELEVATION 05
1/2" = 1'-0"1511 - DRSSB - NORTH ELEVATION 07
1/2" = 1'-0"1511 - DRSSB - EAST ELEVATION 08
1/2" = 1'-0"1511 - DRSSB - SOUTH ELEVATION 09
1/2" = 1'-0"1511 - DRSSB - WEST ELEVATION1 10
1/2" = 1'-0"1504A - HALLW - SOUTH ELEVATION 11 1/2" = 1'-0"1504A - HALLW - EAST ELEVATION 06
KEY PLAN
1/2" = 1'-0"1517 - TLGEN - EAST ELEVATION 12
1 NEW RUBBER TOPSET BASE. SEE FINISH LIST ON I1-11 FOR ADDITIONAL INFORMATION.
2 NEW FULL LENGTH MIRROR. SEE 01/A2-01 FOR ADDITIONAL INFORMATION.
3 NEW SIGN. SEE SIGNAGE PACKAGE FOR ADDITIONAL INFORMATION.
4 NEW DRESSING BENCH WITH DRAWER
5 NEW CARD READER. SEE SECURITY DRAWINGS FOR ADDITIONAL INFORMATION.
6 INSTALL (N) BLANK COVER PLATE AT REMOVED PULL STRING
7 PROVIDE MAKE READY J-BOX FOR FUTURE CARD READER
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
CONCRETE FLOORS:
UL-CLASSIFIED
TYPE OF PENETRANT SYSTEM F-RATING (HR)T-RATING (HR)
CIRCULAR BLANK
OPENING
2
3
1.5
3
C-AJ-0090
C-AJ-0086
SINGLE METAL PIPE
OR CONDUIT
2 0C-AJ-1126
SINGLE OR
BUNDLED CABLES
2 0C-AJ-3095
GYPSUM WALLBOARD ASSEMBLIES:
UL-CLASSIFIED
TYPE OF PENETRANT SYSTEM F-RATING (HR)L-RATING
METAL PIPES OR
CONDUIT
1
2
W-L-1054
W-L-1054
NON-METALLIC
PIPE OR CONDUIT
1
2
W-L-2128
W-L-2128
SINGLE OR
BUNDLED CABLES
1
2
W-L-3065
W-L-3065
CABLE TRAY 1
2
W-L-4011
W-L-4011
INSULATED PIPES 1
2
W-L-5028
W-L-5028
1 CFM / SF
1 CFM / SF
8 CFM / SF
8 CFM / SF
5 CFM / SF
5 CFM / SF
1 CFM / SF
1 CFM / SF
CONTRACTOR TO PROVIDE FIRESTOPPING SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW AND APPROVAL.
SUBMITTAL SHALL INCLUDE FIRESTOPPING DETAILS (WITH APPROVED UL REFERENCE) COORDINATED WITH A LOCATION
FLOOR PLAN. SUBMITTAL TO INCLUDE ENGINEERING JUDGEMENT IF REQUIRED. SIMILAR FOR FIRE-PROOFING
PROVISIONS IF NECESSARY. (IN OSHPD APPLICATIONS, THIS SUBMITTAL SHALL BE REVIEWED IN THE FIELD FOR
CONCURRENCE BY THE FLSO)
1. CERTIFIED SINGLE-AND DOUBLE-GANG METALLIC OUTLET AND SWITCH BOXES WITH METALLIC OR
NONMETALLIC COVER PLATES MAY BE USED IN NONBEARING STEEL STUD WALLS WITH RATINGS NOT
EXCEEDING 2 HR. THE METALLIC OUTLET OR SWITCH BOXES SHOULD BE SECURELY FASTENED TO THE STUDS
AND THE OPENING IN THE WALLBOARD FACING SHOULD BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX
AND THE WALLBOARD DOES NOT EXCEED 1/8 IN. THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR
SWITCH BOXES SHOULD NOT EXCEED 16 SQIN. THE AGGREGATE SURFACE AREA OF THE BOXES SHOULD NOT
EXCEED 100 SQ IN. PER 100 SQ FT OF WALL SURFACE. THE AGGREGATE SURFACE AREA OF THE BOXES MAY BE
EXCEEDED WHEN WALL-OPENING PROTECTIVE MATERIALS (PER UL CLIV) ARE INSTALLED ACCORDING TO THE
REQUIREMENTS OF THEIR CERTIFICATION.
2. METALLIC BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHOULD BE SEPARATED BY A
MINIMUM HORIZONTAL DISTANCE OF 24 IN. THIS MINIMUM SEPARATION DISTANCE BETWEEN METALLIC BOXES
MAY BE REDUCED WHEN WALL-OPENING PROTECTIVE MATERIALS (PER UL CLIV) ARE INSTALLED ACCORDING TO
THE REQUIREMENTS OF THEIR CERTIFICATION.
FIRE-STOPPING SUBMITTAL
METAL BACK BOX PROTECTION
FLEXIBLE CONDUIT
OR PIPE
1
2
W-L-1243
W-L-1243
5 CFM / SF
5 CFM / SF
WHERE THE PENETRATING ITEM IN THE INDIVIDUAL DESIGN IS INDICATED AS A METALLIC PIPE, CONDUIT, TUBE, DUCT OR
CABLE, AND THE FIRESTOP SYSTEM CONSISTS AT MINIMUM OF A FILL MATERIAL (SUCH AS SEALANTS, PUTTY OR
MORTAR) , THE PENETRANT MAY PASS THROUGH THE OPENING IN THE WALL OR FLOOR ASSEMBLY AT ANY ANGLE,
PROVIDED THE ANNULAR SPACE IS MAINTAINED ON BOTH SIDES OF THE WALL OR FLOOR ASSEMBLY AND ALL OTHER
SPECIFICATIONS IN THE DESIGN ARE SATISFIED . IN ALL OTHER CASES, EXCEPT WHERE OTHERWISE INDICATED IN THE
SYSTEM, THE PENETRATING ITEM SHOULD PENETRATE THE WALL OR FLOOR ASSEMBLY AT A 90° ANGLE.
THROUGH-PENETRATION FIRESTOP SYSTEMS
PARTITION TYPE TAG
MODIFIER (ADDITIONAL DESIGNATIONS)
STUD SIZE
PARTITION TYPE
HOURLY FIRE RATING (A DASH (-) INDICATES A NON-RATED PARTITION.)
1. PARTITION TYPES SHOWN THIS SHEET REFER TO BASE WALL ONLY. REFER TO OTHER SCHEDULES
AND DETAILS FOR FINISHES.
2. REFER TO FLOOR PLANS FOR LOCATIONS AND IDENTIFICATION OF ALL FIRE RESISTANCE AND / OR
SMOKE RATED PARTITIONS.
3. IDENTIFY ALL FIRE RESISTANCE AND / OR SMOKE RATED PARTITIONS WITH LABELS 12 INCHES
ABOVE THE CEILING OR 10 FEET MAX. ABOVE THE FLOOR IF NO CEILING. USE 1 1/2" HIGH LETTERS,
CLEARLY LEGIBLE & READABLE AGAINST A CONTRASTING BACKGROUND.
4. UL DESIGN NUMBERS REFER TO THE UNDERWRITERS FIRE LABORATORY RESISTANCE DIRECTORY,
LATEST EDITION.
5. FIRE RESISTANCE RATED PARTITIONS TO HAVE FIRESTOPPING SEALANT AT THE HEAD, SILL, AND
JUNCTURES WITH DISSIMILAR MATERIALS, SUCH AS PIPES, DUCTS, CONDUITS, ETC.
6. NON-RATED PARTITIONS TO HAVE ACOUSTICAL SEALANT CONTINUOUS AT THE HEAD, SILL, AND
JUNCTURES WITH DISSIMILAR MATERIALS AND ALL AROUND PENETRATIONS AND OPENINGS.
7. REFER TO THE GYPSUM BOARD MATERIAL SCHEDULE THIS SHEET FOR A DESCRIPTION OF THE TYPE
OF GYPSUM BOARD PANELS AND WHERE THEY ARE USED.
8. STC RATINGS SHOWN ARE BASED ON LABORATORY TESTED ASSEMBLIES AND WILL NOT
NECESSARILY REFLECT THE ACTUAL PERFORMANCE OF THE COMPLETED PARTITIONS.
9. LIMITING HEIGHT INDICATES GIVE THE MAXIMUM UNSUPPORTED HEIGHT FOR THAT PARTITION TYPE
BASED ON A DEFLECTION CRITERIA RATION OF L/240. WHERE FLOOR TO STRUCTURE HEIGHT OF
PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDE SUPPLEMENTAL BRACING TO THE
STRUCTURE OVERHEAD AS REQUIRED TO MAINTAIN DEFLECTION RATIO WITHIN L/240.
10. FOR PARTITION WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE, DESIGN PARTITION
SYSTEM TO MAINTAIN DEFLECTION RATIO WITH L/360.
1. ADDITIONAL DESIGNATION 'X' TO PARTITION TYPE INDICATES ADDITIONAL LAYER 5/8" GYP. BD. EACH
FINISHED SIDE.
2. ADDITIONAL DESIGNATION 'S' TO PARTITION TYPE INDICATES ACCOUSTICAL INSULATION IN STUD SPACE
FULL HEIGHT.
3. ADDITIONAL DESIGNATION 'L' TO PARTITION TYPE INDICATES LEAD SHIELDING REQUIREMENT WITH
THICKNESS PER PHYSICIST REPORT.
PARTITION TYPE MODIFIER NOTES:
PARTITION NOTES:
GYPSUM WALL BOARD SCHEDULE
5/8" TYPE "X" GYPSUM BOARD ALL PARTITIONS UNO BELOW, OR OTHERWISE ON FLOOR PLANS
PROVIDE BEHIND ALL PLUMBING FIXTURES (WATER CLOSETS,
URINALS, LAVATORIES, EWC'S, ETC) TO A HEIGHT OF 4' AFF
AND 8' WIDE (CENTER ON FIXTURE)
PARTITIONS EXPOSED DIRECTLY TO RUNNING WATER &
SCHEDULED TO RECEIVE TILE. EXAMPLES: SHOWERS,
BATHTUB ENCLOSURE
USE AT ALL TOILET ROOMS, HOUSEKEEPING / JANITOR
CLOSETS.
5/8" MOLD, WATER, ABUSE & FIRE
RESISTANT GYPSUM BOARD
1/2" CEMENTITIOUS OR
5/8" TILE BACKER BOARD
5/8" TYPE "X"
MOISTURE RESISTANT
5/8" ABUSE & FIRE RESISTANT
GYPSUM BOARD
AS INDICATED ON PLANS
5/8" THICK LEAD BACKED GYP. BD
(RAY-BAR TYPE "RB-LBG"
INSTALLED VERTICALLY, OR
EQUAL)
AS INDICATED ON PLANS. SEE LEAD SHIELDING SHEET Q8-11
1
A4L
(NON-STRUCTURAL INTERIOR PARTITION)
PARTIAL HEIGHT GYP. BD. EACH SIDE WITH OPTIONS FOR FULL HEIGHT STUD
(BRACING CAN BE USED AS AN ALTERNATE WHERE FIELD CONDITIONS DO NOT
ALLOW FULL HEIGHT STUDS)
TYPE B
PARTITION
TYPE
LIMITING HT
16" OC
B1
B2
B3
B4
B6
3/
4
"
CONT ACOUS SEALANT
TYP. BOTH SIDES
OVERHEAD STRUCTURE
RUNNER
TOP OF METAL STUD
4"
.
.
.
5 1/4"
.
B6
B4
B3
B2
B1
2 1/2" 18 GA METAL STUD (250S162-43) @ 16" O.C.
3 5/8" 16 GA METAL STUD (362S162-54) @ 16" O.C.
4" 16 GA METAL STUD (400S162-54) @ 16" O.C.
1 5/8" 20 GA METAL STUD (162S162-33) @ 16" O.C.
9'-6"
12'-6"
16'-0"
17'-3"
20'-0"
02
A5-02
07
A5-02
08
A5-02
03
A5-02
ALT.
ALT.
4 7/8"
3 3/4"
7 1/4"
2 7/8"
5/8" THICK LEAD BACKED GYP. BD.
(WHERE OCCURS - SEE WALL TYPE MODIFIERS)
ACOUSTICAL BATT INSULATION
(WHERE OCCURS - SEE WALL TYPE MODIFIERS)
6" 16 GA METAL STUD (600S162-54) @ 16" O.C.
(NON-STRUCTURAL INTERIOR FURRING)
PARTIAL HEIGHT GYP. BD. WITH OPTIONS FOR FULL HEIGHT STUD (BRACING CAN
BE USED AS AN ALTERNATE WHERE FIELD CONDITIONS DO NOT ALLOW FULL
HEIGHT STUDS)
TYPE C
PARTITION
TYPE
LIMITING HT
16" OC
C1
C2
C3
C4
C6
3/
4
"
CONT ACOUS SEALANT
TYP. BOTH SIDES
OVERHEAD STRUCTURE
RUNNER
TOP OF METAL STUD
4"
.
.
.
.
.
C6
C4
C3
C2
C1
2 1/2" 16 GA METAL STUD (250S162-54) @ 16" O.C.
3 5/8" 16 GA METAL STUD (362S162-54) @ 16" O.C.
4" 16 GA METAL STUD (400S162-54) @ 16" O.C.
6" 16 GA METAL STUD (600S162-54) @ 16" O.C.
1 5/8" 16 GA METAL STUD (162S162-54) @ 16" O.C.
9'-6"
12'-6"
16'-0"
17'-3"
20'-0"
3 1/8"
2 1/4"
4 5/8"
02
A5-02
07
A5-02
08
A5-02
02
A5-03
ALT.
ALT.
5/8" THICK LEAD BACKED GYP. BD. (WHERE
OCCURS, SEE LEAD SHIELDING SHEET Q8-11)
ACOUSTICAL BATT INSULATION
(WHERE INDICATED)
6 5/8"
4 1/4"
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:22:45 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A5-01
DETAILS - PARTITION TYPES
CA361 1 - -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
N/ATHROUGH PENETRATION FIRESTOPS 03
N/APARTITION TYPE NOTES 013" = 1'-0"PARTITION TYPE B 06
3" = 1'-0"PARTITION TYPE C 08
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
NOTE:
1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS WITH NO
FINISH, OR WHERE INDICATED ON THE PLANS.
2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY
CONDITION
WHERE BRACING TERMINATES @ BUILT
UP JAMB, EXTEND CRC INTO PUNCH
OUT
1 1/2"x2"x16 GA. CLIP ANGLE @ EA.
STUD - ANGLE TO BE 1/4" LESS THAN
STUD WIDTH W/ (2) #8 SMS, EA. LEG,
TYP.
LATERAL BRACING: CONT. 1-1/2"
16 GA. COLD ROLLED CHANNEL
(CRC) @ 48" O.C. MAX
LATERAL BRACING SPLICE: 12"
LONG CRC INVERTED OVER
CENTER OF SPLICE W/ (3) #8 SMS
EA. SIDE OF SPLICE
METAL STUD 16" O.C. PER
PARTITION TYPE, TYP.
MAX. 1/4"
WHERE OPENINGS
INTERRUPT 16 GA
BACKING STUDS,
TREAT SILL AS
LINTEL PER
SEAL ALL
OPENINGS AROUND
DUCT
PENTRATIONS
THRU RATED
PARTITIONS
LATERAL BRACING
WHERE REQUIRED
BACKING PLATE,
TYP
DUCT OPENING
DOOR OPENING
SERVICE
BOX
OPENING
WINDOW OPENING
SC
H
E
D
U
L
E
D
C
E
I
L
I
N
G
H
E
I
G
H
T
6"
NOTES:
1. MANY TYPICAL PARTITION
FRAMING CONDITIONS ARE SHOWN IN
COMPOSITE FORM, BUT NOT ALL.
FULL HEIGHT WALL BRACED WALL
CEILING LINE
PROVIDE WALL
BRACE AT ALL JAMB
CONDITIONS, TYP.
WALL BRACE @ 48"
O.C., TYP.
EXTEND GYP. BD.
ABOVE CEILING
LINE
09
A5-02
14
A5-02
TYPE 'X'
GYP.
BD.
TYP.
11
A5-02
07
A5-02
06
A5-02
PROVIDE 16 GA.
STUDS AT
BACKING
LOCATIONS, TYP.
11
A5-02
11
A5-02
CEMCO 16 GA. UNPUNCHED KING STUD WITH
3" WIDE FLANGE AND 7/8" STIFFENING LIP -
WIDTH TO MATCH WALL TYPE (ICC ESR-3016)
DOOR FRAME FLOOR ANCHOR WITH (2) 0.157
DIA. HILTI X-U SHOTPINS WITH 1" EMBED
(ESR-2269)
ALTERNATE FLOOR ANCHOR: (2) 1/4" DIA.
HILTI KH-EZ SCREWS WITH 1-5/8" EMBED
(ESR-3027)
DOOR FRAME JAMB ANCHOR - PROVIDE (1)
ANCHOR FOR EVERY 2'-0" OF JAMB LENGTH -
ANCHOR WITH (2) #10 SMS
WELDED HOLLOW METAL FRAME - SEE DOOR
SCHEDULE
(2) #10 SMS EACH SIDE
1/2" MINIMUM PER NFPA 80
CONT. METAL TRACK
ANCHOR WITH (2) 0.157 DIA. HILTI X-U
SHOTPINS WITH 1" EMBED (ESR-2269) -
MAINTAIN MIN. EDGE DISTANCES
LWC OVER SLAB ON GRADE
2"
4"
MA
X
I
M
U
M
O
F
1
2
"
3"
3"
(4) #10 SMS EACH SIDE OF SPLICE
CENTERLINE OF TOP TRACK SPLICE
(6) #10 SMS
1"
1"
1"
CUT BRACE FLANGE AND BEND WEB
NESTED TRACK OF SAME THICKNESS FOR SPLICING
ALTERNATE BRACES IF POSSIBLE
METAL STUD 16" O.C. PER
PARTITION TYPE, TYP.
#10 SMS EA SIDE @ EA. STUD
CONT. TOP TRACK
362S162-43 METAL STUD BRACE 48"
O.C. SPACING AND AT ALL JAMB
STUDS AND TRACK SPLICES
9'-0"
MAX S
P
A
N
1"
08
A5-02
FOR TOP
CONNECTION SEE
DETAIL:
CRIPPLE STUD - ATTACH
TO JAMB WITH (3) #10 SMS
UNPUNCHED TRACK - SIZE AND
GAUGE TO MATCH WALL STUD
CEMCO 16 GA. UNPUNCHED KING
STUD WITH 3" WIDE FLANGE AND 7/8"
STIFFENING LIP - WIDTH TO MATCH
WALL TYPE (ICC ESR-3016)
CONT. METAL TRACK
PROVIDE 0.157 DIA HILTI X-U
SHOTPIN WITH 1" EMBED @ EACH
JAMB STUD, TYP.
CRIPPLE STUDS - ANCHOR TO TRACK
WITH #10 SMS EACH FACE, TOP AND
BOTTOM
(2) #10 SMS EA SIDE
PRO-X SILL PER SCHEDULE
(ICC ESR-1765)
3"x16 GA. UNPUNCHED KING STUD,
TYP.
PRO-X CLIP -ATTACH TO
JAMB WITH (4) #10 SMS
(2) #10 SMS TO PRO-X
CLIP
(2) #10 SMS EACH SIDE
TO PRO-X CLIP
PRO-X HEADER PER SCHEDULE
(ICC ESR-1765)
3"x16 GA. UNPUNCHED KING STUD,
TYP.
PRO-X CLIP -ATTACH TO JAMB
WITH (4) #10 SMS FOR 3-5/8" AND
4" STUDS. PROVIDE (6) #10 SMS
FOR 6" AND 8" STUDS
(2) #10 SMS TO PRO-X CLIP
(2) #10 SMS EACH SIDE
TO PRO-X CLIP
PRO-X HEADER AND INSERT
PER SCHEDULE (ICC ESR-1765)
3"x16 GA. UNPUNCHED KING
STUD, TYP.
PRO-X CLIP -ATTACH TO JAMB
WITH (4) #10 SMS FOR 3-5/8" AND
4" STUDS. PROVIDE (6) #10 SMS
FOR 6" AND 8" STUDS
(2) #10 SMS TO PRO-X CLIP
(2) #10 SMS EACH SIDE
TO PRO-X CLIP
HEADER WITH INSERT TO JAMB
HEADER WITHOUT INSERT TO JAMB
SILL TO JAMB
#10 SMS @ 8" O.C. TO CONNECT
INSERT TO HEADER
STYLE: 'X'
STYLE: 'XT'
STYLE: 'XTC'
STYLE: 'CLIP'
NOTES:
• MAX WALL HEIGHT FOR THIS SYSTEM IS 16'-0"
• HEADERS HEIGHTS TO BE 7'-2" OR GREATER
• USE 54 MIL. MATERIAL THICKNESS FOR HEADERS -SILLS TO MATCH WALL STUD GAUGE.
• USE CHART ABOVE TO SELECT HEADER SIZE BASED ON WALL STUD WIDTHS AND OPENING SPAN.
• FOR WINDOWS AND OVERHEAD HVAC OPENING USE SAME MEMBER SELECTION AS DOORS.
• PRO-X HEADER SYSTEM BY BRADY CONSTRUCTION INNOVATIONS INC. CONFORMS TO ICC ESR-1765
• ALL PRO-X CLIPS ARE 54 MIL.
• MAXIMUM GAP BETWEEN END OF PRO-X HEADER AND JAMB TO BE 3/8" EACH SIDE.
• ALL FASTENERS CAN BE INSTALL IN EITHER DIRECTION (I.E. CLIP TO JAMB OR JAMB TO CLIP)
• SCREWS SHALL BE #10 SMS WITH SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STEEL STUD BY
AT LEAST 3 FULL DIAMETER THREADS
HEADER / SILL SCHEDULE FOR WALLS (NON-RATED AND 1-HOUR)
I = 1.0, L/240 LATERAL LOADS MIN. 5 PSF PER 2016 CBC 1607.14 or 1607A.14
STUD SIZE
MODEL TYPE
ALLOW. SPAN
MODEL
UP TO 4'-6"4'-7" TO 6'-6"
ALLOW. SPAN
MODEL
6'-7" TO 8'-6"
ALLOW. SPAN
MODEL
8'-7" TO 10'-6"
ALLOW. SPAN
MODEL
10'-7" TO 12'-0"
ALLOW. SPAN
MODEL
3-5/8" = 362
4" = 400
6" = 600
8" = 800
362X425-33
400X425-33
600X425-33
800X425-33
362X425-54
400X425-54
600X425-43
800X425-43
362X425-68
400X425-68
600X425-54
800X425-54
362XTC425-54
400XTC425-54
600X425-68
800X425-68
362XTC425-68
400XTC425-68
600XTC425-54
800XTC425-54
(E) FULL HEIGHT WALL (E) BRACED WALL
PROVIDE (N) WALL BRACE AT
ALL JAMB CONDITIONS, TYP.
(E) WALL BRACE
07
A5-02
(N) DOOR OPENING
14
A5-02
11
A5-02
(E) METAL STUD
FRAMING
(E) STRUCTURE
(E) GYP. BD. FINISH
LINE OF (E) CEILING
SUPPORT (E) FRAMING UNTIL
(N) HEADER IS INSTALLED
(N) HEADER
(E) HEADER
(E) CONT. METAL TRACK
(E) CONT. METAL TRACK
(E) GYP. BD. FINISH
(N) GYP. BD. FINISH TO
MATCH THICKNESS OF (E)
(E) METAL STUD
FRAMING
(N) METAL STUD FRAMING @
16" O.C. TO MATCH WIDTH OF
(E) METAL STUD FRAMING
(N) METAL TRACK TO MATCH
THICKNESS OF (E) - ATTACH
TO STRUCT. W/ 0.157" DIA.
HILTI X-U SHOTPINS @ 24"
O.C. AND 6" FROM ENDS
(N) METAL TRACK TO MATCH
THICKNESS OF (E) - ATTACH
TO (E) HEADER WITH (2) #10
SMS @ 12" O.C.
CUT BACK (E) GYP. BD. TO
CENTERLINE OF (E) KING
STUD AND RE-FASTEN
EDGE
ATTACH (N) STUD TO (E)
WITH (2) #10 SMS @ 16" O.C.
REMOVE AND RE-
INSTALL GYP. BD. FINISH
AS NECESSARY TO
INSTALL NEW FRAMING
MEMBERS
NOTE:
1. MAY BE USED FOR ATTACHMENT OF CABINETS OR EQUIPMENT DISTRIBUTING 80# OR LESS TO EACH
STUD, OR GRAB BARS LOADS OF 250# APPLIED IN ANY DIRECTION.
2. NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN
3. EXTEND BACKING ONE STUD BAY BEYOND END OF CABINET OR EQUIPMENT
METAL STUD 16" O.C. PER
PARTITION TYPE, TYP.
(3) #10 SMS @ EACH END OF
BACKING TRACK @ EACH STUD
(3) #10 SMS @ EACH STUD
CUT TOOP AND BOTTOM FLANGES OF
TRACK AT EACH STUD, TYP.
MIN. 600T150-54 UNPUNCHED BACKING
TRACK.
EXTEND BACKING
TO NEXT STUD
ST
U
D
S
H
A
L
L
B
E
I
N
D
E
X
E
D
10
"
M
I
N
.
LWC OVER SLAB ON GRADE
SECURE MTL. STUD TO TRACK W/
#10 S.M.S., TYP.
CONT. METAL TRACK TO MATCH STUD
GAUGE AND SIZE W/ 0.157 DIA HILTI X-U
SHOTPINS WITH 1" EMBED @ 8" O.C.
(ICC ESR-2269)
METAL STUD 16" O.C.
5/8" GYP. BD.
FOR WALL WITH CASEWORK ON
ONE OR BOTH SIDES USE 3/8" DIA.
HILTI KB TZ 2 WITH 2" EMBED @ 24"
O.C. (ICC ESR-4266)
THERMAL OR BATT INSULATION WHERE
OCCURS -SEE PARTITION TYPES
AT RATED WALLS PROVIDE FIRE
SEALANT PER UL JOINT ASSEMBLY
BW-S-0001
CONT. ACOUSTIC SEALANT
PER PLANS
PARTITION TYPE
6" X 16 GA. METAL
STUD EACH SIDE
PARTITION WALL
STUD @ 16" O.C.
(2) ROWS OF #10 SMS @ 4" O.C.
TOP AND BOTTOM,
STAGGERED
#10 SMS EACH SIDE @ 16 O.C.
#10 SMS EACH SIDE
@ EACH STUD
B. HEAD AT OPENING 4'-0" TO 10'-0" MAX.
PARTITTION WALL
STUD @ 16" O.C.
20 GA. UNPUNCHED TRACK
#10 SMS EACH SIDE
@ EACH STUD
16GA UNPUNCHED
STUD TRACK
16GA HEADER STUD
#10 SMS EA.
SIDE @ 16" O.C.
A. HEAD AT OPENING 4'-0" MAX.
TRACK WHERE OCCURS
16GA UNPUNCHED TRACK
PARTITION TYPE
SEE PLAN FOR
16GA UNPUNCHED TRACK
PARTITION TYPE
SEE PLAN FOR
(2) ROWS OF #10 SMS @ 4" O.C.
STAGGERED
#10 S.M.S. TYP.
BOXED HEADER
SEE OPTION A ON DETAIL
CUT STUD FLANGE & BEND WEB TO FORM
1 1/4" RETURN AT BOTTOM OF HEADER
CRIPPLE WALL STUD
CUT TRACK FLANGE & BEND WEB TO
FORM 1 1/4" RETURN AT TOP OF HEADER.
FASTEN (2) #10 SMS, TYP.
SE
E
N
O
T
E
1
"H
E
A
D
E
R
Z
O
N
E
"
NOTE 1: NO STUD PUNCHES OR HOLES SHALL OCCUR WITHIN 10" ABOVE OR
BELOW THE HEADER OR SILL OR INSIDE THE HEADER OR SILL ZONE.
JAMB STUD PER
DETAIL
#10 S.M.S. TYP.
BOXED HEADER
SEE OPTION B ON DETAIL
CUT TRACK FLANGE & BEND WEB TO FORM
1 1/4" RETURN AT BOTTOM OF HEADER
CRIPPLE WALL STUD
CUT TRACK FLANGE & BEND WEB TO
FORM 1 1/4" RETURN AT TOP OF HEADER.
FASTEN (2) #10 SMS, TYP.
SE
E
N
O
T
E
1
"H
E
A
D
E
R
Z
O
N
E
"
(3) #10
S.M.S. EACH
SIDE OF
HEADER
WEB.
JAMB STUD PER DETAIL
15
A5-02
15
A5-02
14
A5-02
14
A5-02
CONT. RUNNER TRACK
SECURE TO MTL.
STUD W/ #10 S.M.S.
SECURE TOP TRACK TO NEW
2X4 W/ (2) #12 FHWS, 16" O.C.
(E) STRUCTURE,
PERPENDICULAR, @ 16" O.C.2x4 W/ (2) #12 x 1-1/2" FHWS
EA END TO (E) FLOOR JOIST
OR TJI @ 16" O.C.
1-HR RATED PARTITION
PER UL U465
4X14 (E) STRUCTURE
CONT. RUNNER TRACK
SECURE TO MTL.
STUD W/ #10 S.M.S.
SECURE TOP TRACK TO (E) TJI
OR NEW 2X4 W/ (2) #12 FHWS,
16" O.C.
(E) TJI, PARALLEL, @ 16"
O.C.
2x4 W/ (2) #12 x 1-1/2"
FHWS EA END TO (E)
FLOOR JOIST OR TJI @
16" O.C.
(E) TJI, PERPENDICULAR, @
16" O.C.
NOTE:
COAT ALL COMBUSTIBLE MATERIAL WITHIN THE PLENUM SPACE WITH
FLAME STOP IM INTUMESCENT PAINT TO COMPLY WITH CMC 602.2
4" X 18 GA. MTL.
STUD BRACE AT 4'-0"
O.C. MAX., CUT
FLANGE AND BEND
WEB
CONT. RUNNER TRACK
SECURE TO MTL.
STUD W/ #10 S.M.S.
SECURE BRACE TO TOP
TRACK W/ (2) #10 S.M.S.
ALT. POSITION
SECURE 4" x 18 GA. MTL STUD BRACE
TO 2x4 W/ (2) #12x2" FHWS, OR 16 GA.
L3x3x1'-8" LONG W/ (3) #10 SMS.
(E) TJI, PERPENDICULAR, @
16" O.C.
BRACE TO
ANGLE ATTACHMENT
OPTION
(3) #10 SMS.
SEE PARTITION TYPES FOR INSULATION REQUIREMENTS
5/8" LEAD LINED GYPSUM BOARD - LEAD
SHIELDING PER PLAN AND PHYSICISTS
RECOMMENDATIONS
PROVIDE SHEET LEAD SHIELDING TO
MATCH THICKNESS OF ADJACENT WALLS
ELECTRICAL DEVICE BOX AND FACEPLATE
2X
T
H
E
D
E
P
T
H
2X
T
H
E
D
E
P
T
H
DE
P
T
H
SECTION DETAIL AT LEAD SHIELDED DEVICE BOX
PLAN DETAIL AT LEAD SHIELDED DEVICE BOX
2X DEPTH2X DEPTH
SEE PARTITION TYPES FOR
INSULATION REQUIREMENTS
5/8" LEAD LINED GYPSUM BOARD - LEAD
SHIELDING PER PLAN AND PHYSICISTS
RECOMMENDATIONS
PROVIDE SHEET LEAD SHIELDING
TO MATCH THICKNESS OF
ADJACENT WALLS
ELECTRICAL DEVICE BOX AND
FACEPLATE
DEPTH
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:22:49 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A5-02
DETAILS - TYPICAL FRAMING
CA361 1 - -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
NTSTYPICAL LATERAL BRACING 09 1/2" = 1'-0"TYPICAL FRAMING ELEVATION 01
NTSTYPICAL DOOR JAMB - AXON 14
3" = 1'-0"WALL BRACE BASE ANCHORAGE 07
NTSTYPICAL WINDOW SILL 06
NTSTYPICAL HEADER FRAMING 11
1/2" = 1'-0"TYPICAL (E) FRAMING ELEVATION 13
NTSTYPICAL BACKING DETAILS 10 3" = 1'-0"TYPICAL WALL BASE ANCHORAGE 02
3" = 1'-0"ALT. HEADER FRAMING 15
1 1/2" = 1'-0"ALT. HEADER FRAMING @ JAMB 16
3" = 1'-0"TYPICAL WALL TOP ANCHORAGE 03
3" = 1'-0"TOP OF WALL ATTACHMENT (PERP. TO JOIST)043" = 1'-0"WALL BRACE TOP ANCHORAGE 08
3" = 1'-0"DEVICE BOX @ LEAD LINED WALLS 18
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
EQ EQ
1' - 0"
2'
-
1
0
"
2'
-
8
3
/
8
"
PROVIDE (N) 6" 16 GA. NOTCHED TRACK
BACKING PER DETAIL 10/A5-02
(N) 16 GA. METAL STUDS AT 16" O.C. WITH
5/8" GYP. BD. EA. SIDE
2'
-
1
0
"
CONCEALED CARRIER ARM,ZURN Z1251 OR
EQUAL, CONTRACTOR TO VERIFY EXISTING
SINK TYPE AND MODEL
PROVIDE (N) 1/4" GYP BD. OVER
MOUNTING PLATE TO CREATE A
FLUSH SURFACE FOR THE FIXTURE
MOUNTING
ANCHORED TO
WALL USING (1) #12
HILTI SELF-
DRILLING SCREW X
3" LONG @ 12" OC,
TYP (ICC ESR -
2196)
16 GA. X 6" TRACK
BACKING
PER
4"
16 GA. X 6" TRACK
BACKING PER
JOINT SEALANT, TYP.
PLAM OVER 3/4"
PARTICLE BOARD
FRONT , 105
GRAM PAPER
WITH RESIN ON
1/2" PARTICLE
BOARD SIDES
AND BACK, 1/4"
MDF BOTTOM
FLOORING WITH TOP
SET RUBBER BASE -
WRAP BASE AT END
PANELS
(E) GYP.BD
PARTITION WITH
METAL STUD
FRAMING 16"0.C. (20
GA. MINIMUM, VIF)
105 GRAM PAPER
WITH RESIN TOP
COAT ON 3/4"
PARTICLE
BOARD,
ADJUSTABLE
SHELVES, TYP.
2X4 BASE
SUPPORT
SATIN FINISH,
STAINLESS STEEL
DOOR
HANDLE/PULL, TYP.
1' - 9 3/8"
NO DRIP EDGE AND
RADIUSED CORNERS
3/4" THICK SOLID SURFACE
COUNTER TOP - SEE FINISH
SCHEDULE
3/4" PLYWOOD
SUBSTRATE
4" H. SOLID SURFACE SPLASH, TYP.
SE
E
E
L
E
V
A
T
I
O
N
S
2' - 0"
ANCHORED TO
WALL USING (1) #12
HILTI SELF-
DRILLING SCREW X
3" LONG @ 12" OC,
TYP (ICC ESR -
2196)
20°
MATCH EXISTING
1' - 2" F.V.
SE
E
E
L
E
V
A
T
I
O
N
S
ANCHORED TO WALL
USING (1) #12 HILTI
SELF-DRILLING
SCREW X 3" LONG @
12" OC, TYP ( ICC
ESR - 2196)
(N) STUD WALL WITH
16 GA MIN STUDS @
16" OC ANCHORED TO
TOP TRACK PER
03/A5-02 AND BOTTOM
TRACK PER 02/A5-02
16 GA. X 6" TRACK
BACKING PER DETAIL
SATIN FINISH,
STAINLESS STEEL
DOOR HANDLE/PULL,
TYP.
PLAM-2 OVER 3/4"
PARTICLE BOARD DOORS.
SEE FINISH SCHEDULE.
105 GRAM PAPER WITH
RESIN TOP COAT ON
3/4" PARTICLE BOARD,
ADJUSTABLE SHELVES,
TYP.
SLOPED OR FULL-HEIGHT
SOFFIT PER ELEVATION.
SEE FINISH SCHEDULE.
PROVIDE 1X4 CONT.
WOOD BLOCKING
WITH (1) #14 HEX
HEAD SMS @12" O.C.,
TYP.
SELF EDGE, TYP.
SATIN FINISH STAINLESS
STEEL DOOR HANDLE
PLASTIC LAMINATE OVER 3/4"
PARTICLE BOARD COUNTER
DRAWER UNIT W/ FULL
EXTENSION SLIDES, PLASTIC
LAMINATE OVER 3/4"
PARTICAL BOARD FRONT, 105
GRAM PAPER W/ RESIN ON
1/2" PARTICLE BOARD SIDES
AND BACK, 1/4" MDF BOTTOM
WALL BASE
PROVIDE BACKING
PER
3/4" CLEAT DOWELED AND
GLUDED TO ENDS.
FASTEN TO BACKING W/ #
14 X 3" SELF DRILLING
HEXT HEAD FASTENERS @
12" O.C. BETWEEN
CABINET AND BACKING
PLATE. (2 1/2" O.C. MAX.
FROM END AND MIN. 4 PER
CABINET) TYP.
2X BASE SUPPORT, TYP.1' - 8"
5"
4"
1'
-
6
"
10
A5-02
PROVIDE #4 DOWELS @ 12" O.C. STAGGERED
ALONG EACH FACE, DRILLED AND EPOXIED INTO (E)
S.O.G. USING HILTI HIT-RE 500-V3 EPOXY W/ 4"
EMBED (ICC ESR-2322).
(E) SAND LAYER
(E)VAPOR BARRIER
(E) 5" THICK (4000 PSI) CONCRETE SLAB ON GRADE W/
#4 @ 12" O.C. EA WAY. ROUGHEN EDGES OF SAWCUT
FOR BONDING OF (N) CONCRETE
(N) CONCRETE INFILL, 4000 PSI
TO MATCH EXISTING OR EQUAL
(N) SANITARY, SEE PLUMBING DWGS
(N) 15 MIL VAPOR BARRIER TO MATCH EXISTING -
TAPE PATCH MATERIAL TO EXISTING WITH
MANUFACTURER'S STANDARD JOINT TAPE WITH
MANUFACTURER REQUIRED OVERLAPS
MIN.
12" CLR 4"4"
MIN.
12" CLR
PLACE AND COMPACT BEDDING COURSE ON TRENCH
BOTTOMS - PLACE AND COMPACT BACKFILL OF SUB-
BASE MATERIAL - BACKFILL ABOVE PIPE ZONE SHALL BE
COMPACTED TO 90% MAXIMUM DENSITY WHEN SLURRY
BACK FILL IS NOT USED (CONTRACTOR'S OPTION TO
BACK FILL WITH 2-SACK SLURRY). COMPACTION TESTS
SHALL BE TAKEN BY CONTRACTOR AT RANDOM
LOCATIONS FOR EVERY 8 INCHES OF LIFT.
WRAP PIPE WITH HIGH-DENSITY, CROSS LAMINATED
POLYETHYLENE FILM OF 0.004" MIN. THICKNESS
FOR PIPES AND CONDUITS 6" DIA. AND LESS, HAND
SHAPE TRENCH BOTTOMS TO PROVIDE UNIFORM
BEARING AND SUPPORT FOR PIPES AND CONDUIT ON
UNDISTURBED SUB-GRADE
EXCAVATE TRENCHES 4" DEEPER THAN BOTTOM OF
PIPE ELEVATION TO ALLOW FOR BEDDING COURSE
WIDTH PER FURN. SCHEDULE LENGTH PER FURN. SCHEDULE
FRONT ELEVATION SIDE ELEVATION
1. DESIGN PER KAISER VERNON STANDARD RP 1812, MODULAR ROLLING CART WITH (1)
DRAWER ABOVE AND (1) FILE DRAWER BELOW
2. U.N.O., PROVIDE PLASTIC LAMINATE FINISH TO OUTSIDE AND INSIDE, PER FINISH PL-3
SCHEDULE.
3. U.N.O., PROVIDE CHROME FINISH HARDWARE.
4. PROVIDE LOCKS AND CASTORS.
5. QUANTITIES PER FURNITURE SCHEDULE.
6. LOCATIONS PER EQUIPMENT AND FURNITURE PLANS.
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:09 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A5-03
DETAILS - MISC.
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1 1/2" = 1'-0"SINK MOUNTING DETAIL 01
1 1/2" = 1'-0"BASE CABINET 03
1 1/2" = 1'-0"TYPICAL UPPER CABINET 04
1 1/2" = 1'-0"DRESSING BENCH W/ DRAWER 06
1 1/2" = 1'-0"TRENCH REPAIR DETAIL 0207N/AMOBILE PEDESTAL - MOPE 800
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
4' - 0"8' - 0"
12
'
-
0
"
6'
-
0
"
FIXED END
FREE END
FR
E
E
E
N
D
FI
X
E
D
E
N
D
FROM SPLAY
WIRE TO WALL
CROSS RUNNERS,TYP.
CONT. MAIN RUNNER
AT 4'-0" O.C., TYP.
4 WAY 45 DEG. DIAGONAL
12 GA. WIRE BRACING W/
COMPRESSION STRUT
LOCATED ON MAIN
RUNNER
PER DETAIL:
12 GA.
VERTICAL
HANGER WIRES
AT 4'-0" EA.
WAY
NOTE:
1. CEILING GRID MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS AND MUST
BE AT LEAST 3/4" FREE OF OTHER WALLS.
2. LOCATE COMPRESSION STRUT FOR EA. 96 S.F.
03/A5-04
FIXTURE
SUSPENSION PER
DETAIL:04/A5-04
24 GA. CONT. WALL
ANGLE, TYP.
8"
M
A
X
STABILIZER BARS,
CROSS TEES OR
STRUTS 8" MAX. FROM
WALL TYP. ALONG
FREE JOINTS
4' - 0" MAX.
SUSPENDED CEILINGS: SEISMIC DESIGN FOR CATEGORIES D THROUGH F (ASCE 7):
1. SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635 AND E580 SECTION 5.1 AS MODIFIED BY CBC 1616A.1.21:
• THE CEILING GRID SYSTEM SHALL BE RATED HEAVY DUTY AS DEFINED BY ASTM C635
• HANGER AND BRACING WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES
WITH CLASS 1 COATING. THEY MAY BE USED FOR UP TO AND INCLUDING 4'-0"x 4'-0" GRID SPACING ALONG AND
ATTACHED TO MAIN RUNNERS. SPLICES ARE NOT PERMITTED IN ANY HANGER WIRE.
• MAIN RUNNERS AND CROSS RUNNERS ALONG WITH THEIR SPLICES, INTERSECTION CONNECTORS, AND EXPANSION
DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180
LBS. IN COMPRESSION & TENSION, IN ACCORDANCE WITH ASTM 580 SECTION 5.1.2.
2. SUSPENSION SYSTEM INSTALLATION, SHALL COMPLY WITH ASTM C636 AND E580 SECTION 5.2:
• PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE
SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER
OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES
OR LESS.
• CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS, IN ACCORDANCE WITH ASTM E580 SECTION
5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONAL TO THE
CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4
INCH CLEAR OF WALL.
• THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO (2) INCHES. USE OF
ANGLES WITH SMALLER WIDTHS IN CONJUNCTION WITH PERIMETER CLIPS SHALL REQUIRE AN ALTERNATE METHOD OF
COMPLIANCE WITH ADEQUATE JUSTIFICATION AND ARE OUTSIDE THE SCOPE OF THIS PROJECT.
• AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT
WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A
METAL STRUT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO RUNNER MAY BE USED. WHERE
THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS EIGHT (8) INCHES OR LESS, THIS
INTERCONNECTION IS NOT REQUIRED.
3. EXPANSION JOINTS, SEISMIC SEPARATIONS, AND PENETRATIONS:
• EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF
CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS.
• FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE
CEILING INTO AREAS NOT EXCEEDING 2500 SQ. FT.
• PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT
INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING,
SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL
DIRECTIONS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT
SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE OR ADAPTER. SUCH FLEXIBLE SPRINKLER
HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFFIT SO AS NOT TO EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF
THE CEILING.
4. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
5. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING.
6. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF CBC 1707A.6 IN ACCORDANCE
WITH ASCE 7-05 SECTION 11A.1.3.9.
CEILING FIXTURES, TERMINALS, AND DEVICES:
a. CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS/GRILLS, OR OTHER DEVICES(REFERRED
TO ALL BY COMMON TERM FIXTURES HERE AFTER).
b. ALL FIXTURES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE.
c. ALL FIXTURES SHALL BE ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS, UNLESS
INDEPENDENTLY SUPPORTED. THE ATTACHMENT DEVICE SHALL HAVE THE CAPACITY OF 100% OF FIXTURE WEIGHT
ACTING IN ANY DIRECTION. A MINIMUM OF TWO ATTACHMENT DEVICES ARE REQUIRED FOR EACH FIXTURE.
d. SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH POSITIVE CLAMPING DEVICES MADE
OF MATERIAL WITH A MINIMUM 14 GAGE. A NO.12 GAUGE SAFETY WIRES SHALL BE ATTACHED BETWEEN THE
CLAMPING DEVICE AND TO THE STRUCTURE ABOVE. IN NO CASE SHALL THE FIXTURES EXCEED THE DESIGN
CAPACITY OF THE SUPPORTING MEMBERS.
e. ALL FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE ONE NO. 12 GAUGE SAFETY WIRE CONNECTED
FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE TAUT.
f. ALL FIXTURES WEIGHING GREATER THAN 10 LB BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO NO. 12 GAUGE
SAFETY WIRE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE
SAFETY WIRES TO BE TAUT.
g. ALL FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY
APPROVED HANGERS.
h. PENDENT-HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO LESS THAN N0.
9-GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT. THE CEILING SUSPENSION SYSTEM SHALL NOT PROVIDE
ANY DIRECT SUPPORT.
i. ALL RECESSED OR DROP-IN FIXTURES SHALL BE SUPPORTED DIRECTLY FROM FIXTURE HOUSING TO THE
STRUCTURE ABOVE WITH A MINIMUM OF TWO NO. 12 GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS.
LEVELING OR POSITIONING OF FIXTURES MAY BE PROVIDED BY CEILING GRID. FIXTURE SUPPORT WIRES MAY BE
SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURES SHALL NOT BE SUPPORTED
FROM MAIN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXTURES CAUSES TOTAL DEAD LOAD TO
EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM.
(2) 12 GA. SLACK WIRE HANGERS FOR DEVICES THAT
WEIGH LESS THAN 56 LBS. (HEAVY DUTY GRID SYSTEM
REQUIRED), PLACE ON DIAGONAL CORNERS
(2) #8 SMS EA. SIDE
HEAVY DUTY GRID SYSTEM
HEAVY DUTY GRID SYSTEM HANGER WIRE (WHERE OCCURS)CEILING FIXTURE,
TERMINAL, OR
DEVICE (56# MAX)
LATERAL FORCE BRACING:
a. PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A STRUT AND FOUR (4) #12 GAGE
BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER.
b. LATERAL-FORCE BRACING ASSEMBLIES SHALL BE SPACED IN ACCORDANCE WITH AND FROM
EACH WALL AND AT THE EDGES OF ANY CHANGE OF ELEVATION OF THE CEILING.
c. THE SLOPE OF BRACING WIRES MAY BE FROM 10 TO 45 DEGREES BUT MAY NOT EXCEED 45 DEGREES
FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT.
d. STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING
WIRES, AND SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.
EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH
A CEILING AREA OF 144 SQ. FT. OR LESS, WHEN PERIMETER SUPPORT IN ACCORDANCE WITH ASTM E580 ARE
PROVIDED AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES.
4 WAY 45 DEG.
DIAGONAL 12 GA. WIRE
BRACING FOR TOP
ATTACHMENT SEE
DETAIL:
12 GA. VERTICAL
HANGER WIRES AT 4'-0"
EA. WAY - FOR TOP
ATTACHMENT SEE
DETAIL:
-/---
-/---
1-1/2" MAX.1-1/2" MAX.
TYP.
3/4" MIN.
1" MAX
400S137-33 (20 GA) CENTERED
OVER CROSS RUNNER - SLOT
END AS NOTED. FOR TOP
ATTACHMENT
SEE DETAIL:-/---
CROSS RUNNER
MAIN RUNNER
(2) 1/4" DIA. MACHINE BOLT
TYP.
3/4" MIN.
TYP.
10 TO 45°
02/A5-04
WALL STUD (20 GA. MIN.)
5/8" GYP. BD.
(2) #10 SMS TO FRAMING
12 GA. HOCL-11 ANGLE CLIP
12 GA. CEILING HANGER WIRE
WITH 3 TIGHT TURNS IN 3" BOTH
ENDS OF WIRE PER DETAIL
02/A5-04
1 TO 6 MAX. SLOPE FROM VERTICAL
NOTE:
1. APPLY DETAIL FOR PERIMETER WIRE ATTACHMENT OR WHERE OBSTRUCTIONS PREVENTS
ATTACHMENT TO STRUCTURE ABOVE.
2. WALLS SHALL BE DESIGN FOR HANGER FORCES.
(E) STRUCTURE
CUT STUD FLANGE AND BEND
WEB 90 DEG. ATTACH TRACK TO
(E) STRUCTURE ABOVE OR NEW
2X4 WITH (2) #12X2" FHWS.
(E) PLYWOOD DECK
400S137-33 (20 GA) - CUT
FLANGES AND BEND
(E) STRUCTURE
12 GA. HANGER WIRE W/
(3) TIGHT TURNS.
SPLICES NOT
PERMITTED
12 GA. BRACE WIRE W/ (3)
TIGHT TURNS. SPLICES
NOT PERMITTED.
3" FLATHEAD HANGER SCREW
(ICC ESR-1153) W/ 1 1/2" MIN.
PENETRATION
(E) PLYWOOD DECK
NOTE:
COAT ALL COMBUSTIBLE MATERIAL WITHIN THE PLENUM SPACE WITH
FLAME STOP IM INTUMESCENT PAINT TO COMPLY WITH CMC 602.2
NO HANGER OR ATTACHEMENTS OF ANY KIND TO BE MADE TO THE
EXISTING PLYWOOD ROOF DECK
ATTACHMENT OF HANGER AND BRACING WIRES:
a. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR
ROTATION OF THE MEMBER WITHIN THE LOOPS.
b. SPLICES OF WIRES ARE NOT PERMITTED.
c. HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE
DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE.
d. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES
CONDUITS, ETC.
e. HANGER WIRES SHALL NOT BE ATTACHED TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. PROVIDE
TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING.
PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR
DISCONTINUOUS AREAS.
f. HANGER WIRES THAT ARE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB SHALL REQUIRE PROJECT
SPECIFIC DESIGN.
NOTE:
1. PROVIDE 12 GAGE HANGER WIRES AR THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF
THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE
PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS
EIGHT (8) INCHES OR LESS.
2. NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF
STRUT.
3. SPACERS MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH
SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.
4. STEEL POP RIVETS SHALL HAVE MINIMUM ALLOWABLE SHEAR STRENGTH OF 120# AND ULTIMATE SHEAR STRENGTH
OF 300#.
5. REFER TO ICC-ESR-1308.
STEEL POP RIVET AT
ATTACHED SIDE ONLY
MAIN OR
CROSS
RUNNER
HANGER
WIRE
CEILING
PANEL
7/8"x1" 24 GA CONT.
PERIMETER ANGLE W/
(1) #10 SMS INTO WALL
STUDS (24" O.C. MAX)
CONT. SLOTTED ANGLE
STRUT SPACER W/
HORIZ. 6d RINGSHANK
NAIL
FREE
END
FIXED
END
BERC2
SLIP CLIP
8" MAX 8" MAX
FURRING CHANNEL SPLICE
MAIN RUNNER SPLICE
16"
12" MIN OVERLAP
PROVIDE (4) #8 SMS AT EACH END OF OVERLAP. (8) TOTAL.
1-1/2" 16 GA. MAIN RUNNER INSTALLED BACK TO BACK.
PROVIDE (2) #8 SMS AT EACH END OF OVERLAP. (4) TOTAL.
8"
7-1/4" TYP.
3/8" TYP.
1-1/2" 16 GA. MAIN RUNNER.
MIN.
8"
MAX.SADDLE TIED TO MAIN RUNNERS
WITH 16 GAGE TIE WIRE OR A
DOUBLE STRAND OF 18 GAGE TIE
WIRE
LATERAL FORCE BRACING:
a. PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A STRUT AND FOUR (4) #12 GAGE
BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER.
b. LATERAL-FORCE BRACING ASSEMBLIES SHALL BE SPACED IN ACCORDANCE WITH AND FROM
EACH WALL AND AT THE EDGES OF ANY CHANGE OF ELEVATION OF THE CEILING.
c. THE SLOPE OF BRACING WIRES MAY BE FROM 10 TO 45 DEGREES BUT MAY NOT EXCEED 45 DEGREES
FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT.
d. STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES,
AND SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.
EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH
A CEILING AREA OF 144 SQ. FT. OR LESS, WHEN PERIMETER SUPPORT IN ACCORDANCE WITH ASTM E580 ARE
PROVIDED AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES.
4 WAY 45 DEG.
DIAGONAL 12 GA. WIRE
BRACING FOR TOP
ATTACHMENT SEE
DETAIL:
12 GA. VERTICAL
HANGER WIRES AT 4'-0"
EA. WAY - FOR TOP
ATTACHMENT SEE
DETAIL:
-/---
-/---
400S137-33 (20 GA) CENTERED OVER
CROSS RUNNER - FOR TOP
ATTACHMENT SEE DETAIL:
-/---
GYP. BD. FINISH
FURRING CHANNEL
10/A5-04
2" MAX
#8 SMS TO PREVENT
SLIPPAGE OF BRACE
WIRES PARALLEL TO
MAIN RUNNER, TYP.
(2) #10 SMS
3" MAX
MAIN RUNNER
4' - 0" MAX
MAX
8' - 0"
12' - 0" MAX
6'-0" MAX
FIXED END
FREE END
FR
E
E
E
N
D
FI
X
E
D
E
N
D
FROM SPLAY
WIRE TO WALL
FURRING CHANNELS,TYP.
CONT. MAIN RUNNER
AT 4'-0" O.C., TYP.
4 WAY 45 DEG. DIAGONAL
12 GA. WIRE BRACING W/
COMPRESSION STRUT
LOCATED ON MAIN
RUNNER
PER DETAIL:
12 GA.
VERTICAL
HANGER WIRES
AT 4'-0" EA.
WAY
NOTE:
1. CEILING GRID MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS AND MUST
BE AT LEAST 3/4" FREE OF OTHER WALLS.
2. LOCATE COMPRESSION STRUT AND SPLAY WIRES FOR EA. 96 S.F.
03/A5-04
FIXTURE
SUSPENSION PER
DETAIL:12/A5-04
24 GA. CONT. WALL
ANGLE, TYP.
13
A5-04
14
A5-04
CEILING FIXTURES, TERMINALS, AND DEVICES:
a. ALL FIXTURES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE.
b. ALL FIXTURES SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS
SUPPORTED BY MAIN RUNNERS AND POSITIVELY ATTACHED WITH SCREWS OR OTHER APPROVED CONNECTORS.
c. SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH POSITIVE CLAMPING DEVICE MADE OF
MATERIAL WITH A MINIMUM 14 GAGE. ROTATIONAL SPRING CLAMPS DO NOT COMPLY.
d. ALL FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE ONE NO. 12 GAUGE SAFETY WIRE
CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO
BE TAUT.
e. ALL FIXTURES WEIGHING GREATER THAN 10 LB BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO NO. 12 GAUGE
SAFETY WIRE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE
SAFETY WIRES TO BE TAUT.
f. ALL FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY
APPROVED HANGERS.
g. PENDENT-HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO LESS THAN
N0. 9-GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT. THE CEILING SUSPENSION SYSTEM SHALL NOT
PROVIDE ANY DIRECT SUPPORT.
h. ALL RECESSED OR DROP-IN FIXTURES SHALL BE SUPPORTED DIRECTLY FROM FIXTURE HOUSING TO THE
STRUCTURE ABOVE WITH A MINIMUM OF TWO NO. 12 GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS.
LEVELING OR POSITIONING OF FIXTURES MAY BE PROVIDED BY CEILING GRID. FIXTURE SUPPORT WIRES MAY BE
SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURES SHALL NOT BE SUPPORTED
FROM MAIN RUNNERS OR FURRING CHANNELS IF THE WEIGHT OF THE FIXTURES CAUSES TOTAL DEAD LOAD TO
EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM.
i. ACCESS PANELS SHALL HAVE A PERMANENT WARNING LABEL AS FOLLOWS:
1. DO NOT CLIMB, WALK OR CRAWL ON THE GYPSUM BOARD CEILING
2. DO NOT STORE OR STOW ANYTHING ON THE GYPSUM BOARD CEILING
(2) 12 GA. SLACK WIRE HANGERS
FOR DEVICES THAT WEIGH LESS
THAN 56 LBS. PLACE ON
DIAGONAL CORNERS
(2) #10 SMS EA. END GYPSUM BOARD FINISH
HANGER WIRE (WHERE OCCURS)
CEILING FIXTURE, TERMINAL, OR
DEVICE (56# MAX) WITH POSITIVE
ATTACHMENT TO MAIN RUNNERS
PROVIDE (1) OR MORE
SUPPLEMENTAL 150U050-54 AS
REQUIRED. SEE GENERAL NOTE b. -
CLIP FLANGE AND BEND BACK TO
FORM 'L' CLIP
#10 SMS AT EACH
MAIN RUNNER
MAIN RUNNER
HANGER
WIRE
FURRING
CHANNEL
1"x2" 24 GA CONT.
PERIMETER ANGLE W/
(1) #10 SMS INTO
WALL STUDS (24" O.C.
MAX)
FREE
END
FIXED
END
6" MAX 6" MAX
MIN
1" CLR1/2" MIN
1/2" MIN
4" MAX, TYP
#10 SMS AT EACH
FURRING CHANNEL
MAIN
RUNNER
HANGER
WIRE
FURRING
CHANNEL
1"x2" 24 GA CONT.
PERIMETER ANGLE W/
(1) #10 SMS INTO
WALL STUDS (24" O.C.
MAX)
FREE
END
FIXED
END
6" MAX 6" MAX
MIN
1" CLR
NO CONNECTION
TO FURRING
CHANNEL
1/2" MIN
1/2" MIN
1. SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C754:
• MAIN RUNNERS SHALL CONSIST OF 16 GAGE 1-1/2” COLD ROLLED U-CHANNEL 150U050-54 SPACED AT 4’-0” OC MAX.
MAIN RUNNERS SHALL BE SUPPORTED BY HANGER WIRES AT 4’-0” OC MAX AND WITHIN 6” FROM EA END.
• FURRING CHANNEL SHALL CONSIST OF 25 GAGE 7/8” (HAT) FURRING CHANNELS (087F125-18) AT 2’-0” OC MAX.
FURRING CHANNELS SHALL BE SADDLE TIED TO MAIN RUNNERS WITH 16 GAGE TIE WIRE OR A DOUBLE STRAND OF
18 GAGE TIE WIRE IN ACCORDANCE WITH
• MAIN RUNNERS AND FURRING CHANNELS SHALL BE SPLICED BY LAPPING IN ACCORDANCE WITH
• MAIN RUNNERS AND FURRING CHANNELS ALONG WITH THEIR SPLICES, INTERSECTION CONNECTORS, AND
EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT
LESS THAN 270 LBS. IN COMPRESSION & TENSION.
• HANGER AND BRACING WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL
WIRES WITH CLASS 1 COATING. THEY MAY BE USED FOR UP TO AND INCLUDING 4'-0"x 4'-0" GRID SPACING ALONG
AND ATTACHED TO MAIN RUNNERS. SPLICES ARE NOT PERMITTED IN ANY HANGER WIRE.
• WIRE HANGERS SHALL BE SADDLE-TIED AROUND MAIN RUNNERS SO AS TO PREVENT TURNING OR TWISTING OF
THE MEMBER.
2. SUSPENSION SYSTEM INSTALLATION SHALL COMPLY WITH ASTM C754:
• CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS. MAIN RUNNERS AND FURRING
CHANNEL SHALL BE AT LEAST 1 INCH CLEAR OF OTHER WALL AND FURRING SHALL BE AT LEAST 3/4” CLEAR OF
OTHER WALL. IF WALLS RUN DIAGONAL TO THE CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN RUNNER AND
FURRING SHOULD BE FREE WITH STANDARD CLEARANCES.
• THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO (2) INCHES.
3. EXPANSION JOINTS, SEISMIC SEPARATIONS, AND PENETRATIONS:
• EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF
CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS.
• FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE
THE CEILING INTO AREAS NOT EXCEEDING 2500 SQ. FT.
• PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT
INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED
RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL
HORIZONTAL DIRECTIONS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF
CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE OR ADAPTER.
SUCH FLEXIBLE SPRINKLER HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFFIT SO AS NOT TO EXCEED THE
MAXIMUM TRIBUTARY WEIGHT OF THE CEILING.
4. GYPSUM BOARD INSTALLATION SHALL COMPLY WITH ASTM C840-11:
• GYPSUM BOARD SHALL CONSIST OF SINGLE-PLY ½” OR 5/8” THICK IN ACCORDANCE WITH ASTM C11-10a.
• GYPSUM BOARD SHALL BE INSTALLED PERPENDICULAR TO FURRING WITH SCREWS AT 12" ON CENTER MAXIMUM, IN
ACCORDANCE WITH ASTM C840-11.
• GYPSUM BOARD SHALL BE ATTACHED TO FURRING/FRAMING WITH ASTM C1002-07 TYPE S (ASTM A568-11b GRADES
1018 TO 1022) SCREWS (NOT LESS THAN, N0. 6, WITH MAJOR DIAMETER NOT LESS THAN 0.136 IN).
15/A5-04
-/---
NOTE: SEE DETAILS 03 & 04/A5-02 FOR TOP
OF SOFFIT CONNECTION
(E) DRYWALL CEILING
(N) ACOUSTICAL CEILING
TILE
(E) SUSPENDED CEILING
SYSTEM
NEW METAL STUD FRAMING
(N) DRYWALL SOFFIT
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
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AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:14 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A5-04
DETAILS - TYPICAL CEILING
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1/8" = 1'-0"ACT DIAGRAMATIC CEILING PLAN 02
N/AACT SUSPENDED CEILING NOTES 01
3" = 1'-0"ACT FIXTURE SUSPENSION 04
3" = 1'-0"ACT COMPRESSION STRUT 03
3" = 1'-0"CEILING WIRE AT PERIMETER OBSTRUCTION 06
3" = 1'-0"COMPRESSION STRUT ANCHORAGE 08
3" = 1'-0"SUSPENSION WIRE CONNECTION @ ROOF 07
3" = 1'-0"ACT PERIMETER ATTACHMENT 05
3" = 1'-0"GYP. BD. CEILING - SPLICE DETAILS 15 3" = 1'-0"GYP. BD. COMPRESSION STRUT 11
1/8" = 1'-0"GYP. BD. DIAGRAMATIC CEILING PLAN 10
3" = 1'-0"GYP. BD. FIXTURE SUSPENSION 12
3" = 1'-0"GYP. BD. PERIMETER ATTACHMENT 13
3" = 1'-0"GYP. BD. PERIMETER ATTACHMENT - FURRING 14
N/AGYP. BOARD SUSPENDED CEILING NOTES 093" = 1'-0"CEILING TRANSITION, GYP TO ACT 17
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
1
SINGLE FLUSH DOOR
W
H
3'
-
2
"
FOR PARTITION TYPES
THROAT: SEE PLAN
HEADER FRAMING PER 11/A5-02
FRAME ANCHOR -
PROVIDE (1) FOR EVERY
24" OF JAMB LENGTH
FASTEN FRAME TO JAMB
FRAMING W/ (2) #10 SMS PER
ANCHOR
WELDED HOLLOW METAL
FRAME PER DOOR SCHEDULE
GYP. BD. WITH SCHEDULED FINISH, TYP.
CONT. SEALANT AT EACH SIDE OF PARTITION
INSULATION WHERE OCCURS -SEE
PLANS FOR PARTITION TYPES
HEADER FRAMING PER 11/A5-02
FASTEN FRAME TO JAMB
FRAMING W/ (2) #10 SMS PER
ANCHOR
KNOCK DOWN METAL FRAME
WITH MITRED CORNERS PER
DOOR SCHEDULE
GYP. BD. WITH SCHEDULED FINISH, TYP.
CLIP ON TRIP PER MANUFACTURER
INSULATION WHERE OCCURS -SEE
PLANS FOR PARTITION TYPES
FOR PARTITION TYPES
THROAT: SEE PLANS
FOR PARTITION TYPES
THROAT: SEE PLAN
(PER NFPA 80)
1/2" MIN.
4"
TYPICAL DISTANCE FROM
ADJACENT PARTITION WHERE
OCCURS -SEE PLANS
JAMB FRAMING PER 14/A5-02
FRAME ANCHOR -
PROVIDE (1) FOR EVERY
24" OF JAMB LENGTH
FASTEN FRAME TO JAMB
FRAMING W/ (2) #10 SMS PER
ANCHOR
WELDED HOLLOW METAL
FRAME PER DOOR SCHEDULE
GYP. BD. WITH SCHEDULED FINISH, TYP.
CONT. SEALANT AT EACH SIDE OF PARTITION
INSULATION WHERE OCCURS -SEE
PLANS FOR PARTITION TYPES
NOTE:
PROVIDE FLOOR ANCHORS FOR FRAMES PER MANUFACTURER'S
RECOMMENDATIONS AND PER SPECIFICATIONS
UNDERCUT
3/4" MAX.
CENTER MATERIAL
TRANSITION -
WELDING ROD
UNDER DOOR
PANEL
(E) FLOOR FINISH
SCHEDULED FRAME
SCHEDULED DOOR
SCHEDULED FLOOR
FINISH
SCHED. PARTITION
A
WELDED STEEL 3 PIECE
KNOCKDOWN FRAME
WITH RETURNS
FRAME TYPE:
1/2"
1/2"1 7/8"
VARIES
1 7/8"
SCHED. PARTITION
1/2"
1/2"1 7/8"
VARIES
1 7/8"
B
WELDED STEEL 3 PIECE
KNOCKDOWN FRAME
WITH RETURNS AND
LEAD-LINING
FRAME TYPE:
HW-1 (LEAD SHEILDED)
QTY ITEM / FUNCTION MODEL FINISH MANUFACTURER
1 PASSAGE LOCKSET 9K30N15D-LL 626 BEST ACCESS
1 BOTTOM PIVOT L147-20 LESS TOP PIVOT 626 RIXSON
2 INTERMEDIATE PIVOT ML 19-20 626 RIXSON
3 SILENCERS SR644 BLK IVES
1 KICK PLATE K0038 630 TRIMCO
1 WALL STOP 1270CV 630 TRIMCO
1 CLOSER 8916-AF89-FC-SN2 689 DORMAKABA
SEE PHYSICIST REPORT FOR SHIELDING REQUIREMENTS.
HW-2 (DRESSING ROOM)
QTY ITEM / FUNCTION MODEL FINISH MANUFACTURER
1 PASSAGE SET 9K30N15D 626 BEST ACCESS
3 HINGES BB1168 652 HAGER
1 OCCUPANCY INDICATOR B571 626 SHLAGE
1 KICK PLATE K0038 630 TRIMCO
1 OVERHEAD HOLDER-STOP #6ADJ 626 RIXSON
3 SILENCERS SR64 BLK IVES
HW-3 (CARD READER)
QTY ITEM / FUNCTION MODEL FINISH MANUFACTURER
2 HINGE BB1168 626 HAGGAR
1 ELECTRIC HINGE BB1168-ETW 626 HAGGAR
1 ELECTRIC LOCKSET 93K30N15D 626 BEST ACCESS
1 CLOSER 8916-AF89-FC-SN2 626 DORMAKABA
3 SILENCERS SR64 BLK IVES
1 CARD READER
1 REQUEST TO EXIT
1 DOOR POSITION SWITCH
SEE SECURITY DRAWINGS, 11/T5-01
HW-4 (STOREROOM LOCK)
QTY ITEM / FUNCTION MODEL FINISH MANUFACTURER
(3) HINGES TA714 630 MCK
(1) STOREROOM LOCK 45H7D 14H 630 BES
(1)PERMANENT CORE 1CM7 626 BES
(1) OVERHEAD HOLDER 2-SERIES 630 RIX
(1) SET SEALS S44D MITRED DKB PEM
A.HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 11B-309.4
B.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS 11B-404.2.9
1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM.
2. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM.
3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE
AUTHORITY, NOT TO EXCEED 15 POUNDS
4. EXTERIOR HINGED DOOR: 5 POUNDS MAXIMUM.
C.SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL
HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING
HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER
AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.
11B-404.2.10
GENERAL NOTES - DOOR ACCESSIBILITY
METAL STUD FRAMING.
MODIFY AS NEEDED.
(N) SILL FRAMING PER 06/A5-02
LEAD SHIELDING IN FRAME.
(N) OBSERVATION WINDOW ASSEMBLY.
LEAD GLASS, LEAD LINED HM FRAME.
COMPLY WITH REQUIREMENTS NOTED IN
PHYSICIST REPORT. SEE SHEET Q8-11.
ENSURE CONTINUITY OF LEAD LINED
SHIELDING PROTECTION.
CONTROL ROOM
SIDE RADIOLOGY
ROOM SIDE
RADIOLOGY ROOM SIDE
CONTROL ROOM
SIDE
2"
STL. GLASS STOP W/
COUNTERSUNK METAL
SCREWS
(N) JAMB STUDS
FASTEN FRAME TO
STUDS W/ (2) #10
S.M.S. PER ANCHOR
WELD ANCHORS
TO FRAME
FASTEN FRAME TO
STUDS W/ #12 FLAT
HEAD S.M.S.
(N) HOLLOW METAL WINDOW
FRAME, PROVIDE (3) ANCHORS
PER JAMB
(N) LEAD GLASS
2"
SEALANT, BOTH SIDES
VERIFY EXISTING
THROAT:
(N) LEAD SHIELDING IN WALL.
EXTEND INTO FRAME
(N) LEAD SHIELDING IN FRAME
(N) PARTITION
(N) OBSERVATION WINDOW ASSEMBLY.
LEAD GLASS, LEAD LINED HM FRAME.
COMPLY WITH REQUIREMENTS NOTED IN
PHYSICIST REPORT. SEE SHEET Q8-11.
ENSURE CONTINUITY OF LEAD LINED
SHIELDING PROTECTION.
FASTEN FRAME TO STUDS W/
(2) #10 S.M.S. PER ANCHOR
LEAD SHIELDING IN FRAME.
(N) HEADER PER 11/A5-02
(N) CONTINUOUS STUD TRACK
ENTIRE LENGTH OF MODIFIED
PARTIAL HEIGHT WALL
6"
CONTROL
ROOM SIDE
RADIOLOGY
ROOM SIDE
OBSERVATION WINDOW ASSEMBLY.
LEAD GLASS, LEAD LINED HM FRAME.
COMPLY WITH REQUIREMENTS NOTED IN
PHYSICIST REPORT. SEE SHEET Q8-11.
ENSURE CONTINUITY OF LEAD LINED
SHIELDING PROTECTION.
FASTEN FRAME TO STUDS W/
(2) #10 S.M.S. PER ANCHOR
LEAD SHIELDING IN FRAME.
HEADER PER 19/A6-01
8".
42" .
34" .
4" 16 GA METAL STUD
(400S162-54) @ 16" O.C.
SILL FRAMING PER 17/A6-01
LEAD SHIELDING IN FRAME.
CONTROL
ROOM SIDE
RADIOLOGY
ROOM SIDE
(N) FLOORING AND BASE
CONT. 4" 16 GA METAL TRACK
(400T162-54)
5/8" GYP. BD.
7'-0" .
5/8" LEAD-LINED GYP. BD. PER
PHYSICIST REPORT
CONT. 4" 16 GA METAL TRACK
(400T162-54)
1
SINGLE FIXED
WINDOW
WINDOW TYPE LEGEND
@ SILL
34"
H
W
FOR PARTITION TYPES
THROAT: SEE PLAN
(PER NFPA 80)
1/2" MIN.
4"
TYPICAL DISTANCE FROM
ADJACENT PARTITION WHERE
OCCURS -SEE PLANS
JAMB FRAMING PER
FRAME ANCHOR -PROVIDE (1)
FOR EVERY 24" OF JAMB LENGTH
FASTEN FRAME TO JAMB FRAMING
W/ (2) #10 SMS PER ANCHOR
WELDED HOLLOW METAL
FRAME PER DOOR SCHEDULE
GYP. BD. WITH
SCHEDULED FINISH, TYP.
CONT. SEALANT AT EACH
SIDE OF PARTITION
INSULATION WHERE
OCCURS -SEE PLANS FOR
PARTITION TYPES
NOTE:
PROVIDE FLOOR ANCHORS FOR FRAMES PER MANUFACTURER'S
RECOMMENDATIONS AND PER SPECIFICATIONS
2"
LEAD LINED DOOR
LEAD SHIELDING IN FRAME
LEAD SHIELDING IN WALL.
EXTEND INTO FRAME.
GEN RAD ROOM SIDE
CORRIDOR SIDE
14
A5-02
FOR PARTITION TYPES
THROAT: SEE PLAN
HEADER FRAMING PER
FRAME ANCHOR -
PROVIDE (1) FOR EVERY
24" OF JAMB LENGTH
FASTEN FRAME TO JAMB
FRAMING W/ (2) #10 SMS PER
ANCHOR
WELDED HOLLOW METAL
FRAME PER DOOR SCHEDULE
GYP. BD. WITH SCHEDULED
FINISH, TYP.
CONT. SEALANT AT EACH
SIDE OF PARTITION
INSULATION WHERE
OCCURS -SEE PLANS FOR
PARTITION TYPES
LEAD SHIELDING IN FRAME
LEAD LINED DOOR
GEN RAD ROOM SIDE CORRIDOR SIDE
11
A5-02
TYPICAL DISTANCE FROM
ADJACENT PARTITION WHERE
OCCURS -SEE PLANS
JAMB FRAMING PER 14/A5-02
FASTEN FRAME TO JAMB
FRAMING W/ #10 SMS @ 11"
O.C., TYP BOTH FACES
KNOCK DOWN METAL FRAME
WITH MITRED CORNERS PER
DOOR SCHEDULE
GYP. BD. WITH
SCHEDULED FINISH, TYP.
INSULATION WHERE
OCCURS -SEE PLANS
FOR PARTITION TYPES 4"
CLIP ON TRIP PER
MANUFACTURER
LEAD SHIELDING IN FRAME
LEAD SHIELDING IN WALL.
EXTEND INTO FRAME.
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
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30
"
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4
2
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,
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A
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E
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D
PR
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-
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C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:21:19 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
A6-01
SCHEDULE - DOOR
CA361 1 - -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
DOOR SCHEDULE
DOOR
NO.ROOM NAME
DOOR FRAME
FIRE
RATING
HDW
SET NO.
VIEW PANEL
COMMENTS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH
DETAILS
TYPE
SIZE
W H THK HEAD JAMB SILL W H THK
1504 HALLWAY 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PT-1 A STEEL P-2 07/A6-01 09/A6-01 08/A6-01 - 3 - 0" 0" 0"
1505 SHELL SPACE 3' - 6" 7' - 0" 1 3/4" 1 SC/WD PT-1 A STEEL P-2 07/A6-01 09/A6-01 08/A6-01 - 4 - 0" 0" 0"
1506 IMAGING, GEN 3' - 6" 7' - 0" 1 3/4" 1 SC/WD PT-1 B STEEL P-2 27/A6-01 29/A6-01 28/A6-01 - 1 - 0" 0" 0" THIS DOOR IS LEAD-LINED. REFER TO SHEET Q8-11 FOR
ADDITIONAL REQUIREMENTS.
1511 DRESSING BOOTH 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PT-1 A STEEL P-2 07/A6-01 09/A6-01 08/A6-01 - 2 - 0" 0" 0"
1513 DRESSING BOOTH 3' - 0" 7' - 0" 1 3/4" 1 SC/WD PT-1 A STEEL P-2 07/A6-01 09/A6-01 08/A6-01 - 2 - 0" 0" 0"
3/8" = 1'-0"DOOR TYPE LEGEND 20
03DOOR HARDWARE
3" = 1'-0"TYPICAL DOOR HEAD - HOLLOW METAL 07
3" = 1'-0"TYPICAL DOOR HEAD - KNOCK DOWN 08
3" = 1'-0"TYPICAL DOOR JAMB - HOLLOW METAL 09
3" = 1'-0"TYPICAL DOOR THRESHOLD - SIMILAR MATERIALS 01
02FRAME TYPE LEGEND
3" = 1'-0"LEAD LINED WINDOW - SILL 17
3" = 1'-0"LEAD LINED HM WINDOW JAMB DETAIL 18
3" = 1'-0"LEAD LINED WINDOW - HEAD 19
3" = 1'-0"LEAD LINED WINDOW SECTION 21
GENERAL NOTES:
1. SEE FINISH SCHEDUEL ON SHEET I1-11 FOR FINISH DEFINITIONS.
2. SEE SPECIFICATIONS -DEVISION 13, AND PHYSICIST REPORT ON SHEET Q8-11 FOR ADDITIONAL INFORMATION.
ABBREVIATIONS:
AL:
AD:
CLR:
FF:
HM:
KD:
LL:
TEMP.GL.:
STL:
ALUMINUM
ANODIZED
CLEAR
FACTORY FINISH
HOLLOW METAL
KNOCK-DOWN FRAME
LEAD LINED
TEMPERED SAFETY GLASS
LIGHT STEEL
WINDOW SCHEDULE
WINDOW
NO.ROOM NAME
FRAME GLAZING
COMMENTSWIDTH HEIGHT TYPE MATERIAL FINISH
HEAD
DETAIL
JAMB
DETAIL
SILL
DETAIL
FIRE
RATING TYPE THK
1 IMAGING, GENERAL 3' - 0" 3' - 6" 1 HM PT-1 19/A6-01 18/A6-01 17/A6-01 NR LEADED 0' - 0 1/2" THIS WINDOW IS LEAD SHIELDED. REFER TO SHEET Q8-11 FOR ADDITIONAL REQUIREMENTS.
3" = 1'-0"LEAD LINED HM DOOR JAMB DETAIL 29
3" = 1'-0"LEAD LINED HM DOOR HEAD DETAIL 27
3" = 1'-0"TYPICAL DOOR JAMB - KNOCK DOWN 28
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
D
D
D
D
*NOTE:
*IF THERE ARE NO LINES TO SHOW EXTENT OF
FINISHES, THEN THE SYMBOL IN THE ROOM
REFERS TO ALL THE SURFACES IN THAT ROOM
P
1
CT
1 FLOOR MATERIAL CODE
FLOOR FINISH TYPE
WALL FINISH CODE
WALL FINISH TYPE
EXTENT OF WALL FINISH*
FLOORING DIRECTION
P
1 BASE MATERIAL CODE
BASE FINISH TYPE
WALL FINISH TAG*
BASE FINISH TAG
FLOOR FINISH TAG
T
1
TRANSITION FINISH CODE
TRANSITION FINISH TYPE
TRANSITION FINISH TAG
CORNER GUARD TAG
CORNER GUARD TYPE
WP-1
WP-2 WALL PROTECTION TAG
WALL PROTECTION TYPE
PRIVACY CURTAIN TAG
PRIVACY CURTAIN TYPE
PC-1
CODE
PL-1
PLASTIC LAMINATES
PLASTIC LAMINATE
ARBORITE
ESSENTIAL NORDIC WOOD W481 CW
MEDIUM GLOSS
DESCRIPTION LOCATION
IGENL
CODE
SSM-1
09 4000 SOLID SURFACE MATERIALS
DESCPRITION LOCATION
IGENLDESCRIPTION:
COLOR:
FINISH:
MANUFACTURER:
DESCRIPTION:
COLOR:
THICKNESS:
MANUFACTURER:
CODE
PT-1
09 9000 PAINT
INTERIOR FINISH PAINT
DUNN EDWARDS
DET648 WHITE PICKET FENCE
SEMI-GLOSS
DESCPRITION LOCATION
FIELD, DOOR FRAMES,
& DOORS
DESCRIPTION:
COLOR:
TYPE:
MANUFACTURER:
CODE
09 5000 CEILINGS
DESCPRITION LOCATION
CODE
RB-1
09 6500 WALL BASE
RUBBER WALL BASE
TARKET | JOHNSONITE
29 MOON ROCK
DESCPRITION LOCATION
ALL AREASDESCRIPTION:
COLOR:
MANUFACTURER:
CODE
RT-1
09 6000 FLOORING
RESILIENT FLOORING
SHAW CONTRACT
RAFFIA 96710
TILE
DESCPRITION LOCATION
HALLW 1504,
DRSSB 1513,
VESTI 1511,
WORKSTATION 1514
DESCRIPTION:
COLOR:
STYLE:
MANUFACTURER:
CODE
WP-1
10 2600 WALL PROTECTION
PLASTIC CORNER GUARD
CS GROUP
934 PEARL
2"X2", SEE ELEVATIONS FOR LENGTHS
DESCPRITION LOCATION
SEE PLANSDESCRIPTION:
COLOR:
STYLE:
MANUFACTURER:
CODE
PC-1
PRIVACY CURTAINS
PRIVACY CURTAIN
ICP MEDICAL
RR-6200 BP
DESCPRITION LOCATION
IGENLDESCRIPTION:
COLOR & PATTERN:
MANUFACTURER:
ACT-1 IGENL, DRSSB
HALLW 1504, VESTI,
WORKSTATION
DESCRIPTION:
GRID:
TILE:
MANUFACTURER:
SOLID SURFACE -COUNTERTOP
CORIAN
GLACIER WHITE
5/8"
ACOUSTICAL CEILING TILE
ARMSTRONG
PRELUDE XL, 15/16", HEAVY DUTY
ULTIMA HIGH NRC SQUARE EDGE LAY-IN
(24"X24")
RS-1 RESILIENT FLOORING
NORA SYSTEMS
6505 SILK (WELD ROD TO MATCH)
NORAPLAN SENTICA, 3.0 MM -ARTICLE 1701
∼39.37" X 48”, HEAT WELD ALL SEAMS
IGENL 1506DESCRIPTION:
COLOR:
STYLE:
MANUFACTURER:
RS-2 RESILIENT FLOORING
NORA SYSTEMS
6521 SUNDAY PAPER (WELD ROD TO MATCH)
NORAPLAN SENTICA, 3.0 MM -ARTICLE 1701
∼39.37" X 48”, HEAT WELD ALL SEAMS
IGENL 1506DESCRIPTION:
COLOR:
STYLE:
MANUFACTURER:
CODE
ART-16
ART WORK
CUSTOM ART
DESIGNTEX
S08
AIR EXPERIENCE
DESCPRITION LOCATION
IGENLDESCRIPTION:
IMAGE:
MANUFACTURER:
TYPE:
PL-2 PLASTIC LAMINATE
ARBORITE
ULTRA WHITE -S575
MEDIUM GLOSS
IGENLDESCRIPTION:
COLOR:
FINISH:
MANUFACTURER:
3.1
2.7
2.5
2.3
1.4
G H J K
1498
ALCOVE, TELEPHONE
ATELE
1499
OFFICE, GENERAL
OGENL
1501
LOBBY
LOBBY
EL01
ELEVATOR
ELEVA
1528
STORAGE, EQUIPMENT,
GENERAL
SEQGN
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1527
OFFICE, GENERAL
OGENL
1535
STORAGE, SUPPLIES
SSUPP
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA
1502
CORRIDOR
CORRD1514
TECH WORKSTATION
WSGEN
1517
TOILET/LAV, GENERAL
TLGEN1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1536
VESTIBULE
VESTI
1538
TOILET, PATIENT,
SPECIMEN
TLPTS
1534
LABORATORY
LBTRY1537
TOILET, PATIENT,
SPECIMEN
TLPTS
1534B
BLOOD DRAW STATION
BLDDR
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
WP-1
1507
IMAGING, MAMMOGRAPHY
IMAMO
1511
DRESSING BOOTH
DRSSB
1530
WORK AREA, GENERAL
WAGEN
RB
1
RS
1
PT
1
RS
2
ART-16
PL-1
SSM-1
RB
1
PT
1
RT
1
PC
-
1
WP-1
WP-1
WP-1
PL-2
PL-2
T
11504A
HALLWAY
HALLW
1504B
HALLWAY
HALLW
1510
SUBWAIT ROOM
1508
HALLWAY
HALLW
1'
-
5
"
4'
-
8
"
4' - 1"10' - 4"
18' - 6 1/4"
1. U.N.O., EXTEND FLOOR FINISHES UNDER WALL MOUNTED HANDWASHING SINK.
2. U.N.O., WRAP WALL BASE AROUND BASE CABINETS.
3. U.N.O., ALL CEILINGS ARE ACT-1
4. U.N.O., CONTRACTOR TO FIELD VERIFY ALL FINISHES NOTED AS MATCH EXISTING.
5. FOR ALL (E) DOORS IN HALLWAY, PAINT ONLY SIDE FACING HALLWAY.
6. FOR TRANSITION #1 REFER TO DETAIL 10/A6-01
GENERAL NOTES
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:22:29 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
I1-11
PLAN - FINISH 1ST FLR
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SHEET KEYNOTES
LEGEND
NAINTERIOR FINISH LIST 04
1/4" = 1'-0"PLAN - FINISH 1ST FLR 01
N
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
J
1
D
D
EPO
ES
ES
D
D
CR
CR
EP
O
T
LEGEND
CHTK 800E-AA
FURNITURE TAG - SEE FURNITURE SCHEDULE
MODO 800E
EQUIPMENT TAG - SEE EQUIPMENT SCHEDULE
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING FURNITURE)
SPEC
SPEC NO ( A SUFFIX OF "E" INDICATES EXISTING EQUIPMENT)
ACCESSORIES TAG - SEE ACCESSORIES SCHEDULE
SPEC ( A SUFFIX OF "E" INDICATES EXISTING ACCESSORIES)
MODO 800E
2.5
2.3
1.4
G H J K
2
1498
ALCOVE, TELEPHONE
ATELE
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA 1502
CORRIDOR
CORRD
1514
TECH WORKSTATION
WSGEN
1517
TOILET/LAV, GENERAL
TLGEN1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
RAUN 216-8
RAUN 216-5
RAUN 216-7
RAUN 216-6
HALI 209
STDO 274
STIV 216
TRCY 215
SHRA 204
STST 216
COSH 518
DIGL 211
RAUN 216-1
RAUN 216-13
CHSM 803
CHTK 802
TAAM 802
TEPH 200CHSM 803 CHSM 803
TAAM 800
CHTK 802
BACS 200
RAUN 216-11
DG
SD
PTD
MR
WR
MR
PUIN 242
COWA 202
PRIN 200
MOPE 800
RAUN 216-3
RAUN 216-2
BACS 200
TEPH 200
SCAN 200
SCAN 200
1510
SUBWAIT ROOM
1508
HALLWAY
HALLW1504B
HALLWAY
HALLW
1511
DRESSING BOOTH
DRSSB
1504A
HALLWAY
HALLW
CHSM 803
RAAL 224
APLE 203
BOTR 203 BOBU 805
COTE 200
COTE 200
EGRK 801
EGRK 801
SFDP 802
SFDP 801
CH
CH
NOT APPLICABLE
1. U.N.O., CONTRACTOR TO COORDINATE INSTALLATION OF IMAGING EQUIPMENT WITH
VENDOR.
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:22:20 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q1-11
PLAN - EQUIPMENT & FURNITURE
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
N
1/4" = 1'-0"PLAN - EQUIPMENT & FURNITURE 01
EQUIPMENT SCHEDULE
SPEC
SPEC
NO.QTY DESCRIPTION MANUFACTURER MODEL #
RESP.
CODE MOUNTING
DIMENSIONS (INCHES)
WEIGHT
(LBS.)
UTILITIES
BIOMED
ANCHORAGE
DETAIL #NOTESLE
N
G
T
H
HE
I
G
H
T
WI
D
T
H
(
D
E
P
T
H
)
DI
A
.
PLUMB.ME
C
H
.
EL
E
C
T
.
DED.
CKT.NEMA DATA
APLE 203 1 APRON, LEAD, PATIENT PROTECTION INFAB CORPORATION 683400
BACS 200 2 BAR CODE SCANNER, GENERIC KP-IT KP-IT OFOI COUNTER <varies> <varies> <varies> <varies> No No <varies> No <varies> No N/A
BOTR 203 1 PATIENT TRANSFER UNIT BOARD TBD TBD
CH 2 COAT HOOK BOBRICK B-542 DOOR
COSH 518 1 CONTAINER, SHARPS BD MEDICAL 305096 OFCI WALL 13.94 14.88 5.83 4 No No No No No No N/A
COTE 200 2 NEW COMPUTER, KP IT KP IT
COWA 202 1 CONTAINER, WASTE, BIOHAZARD RUBBERMAID FG614600 WHT FREE STANDING No No No No No No N/A
DIGL 211 1 DISPENSER, GLOVE , THREE BOX BOWMAN MANUFACTURING COMPANY, INC GP-015 OFCI WALL 15.70 10.10 3.90 1 No No No No No No N/A
EGRK 801 2 MONITOR ARM KP IT KP IT
HALI 209 1 HAMPER STAND, WITH LID, HYDRAULIC PEDIGO PRODUCTS, INC P-1120-L-SS OFOI MOBILE 23.41 32.30 23.19 19 No No No No No N/A
PRIN 200 1 PRINTER, GENERIC KP-IT KP-IT OFOI COUNTER No No Yes No Yes No N/A
PUIN 242 1 INFUSION PUMP No No No No No No N/A
RAAL 224 1 RACK, APRON, LEAD, 2 APRON, WITH GLOVES INFAB CORPORATION 683102
RAUN 216-1 1 CONTROL ROOM MODULE SIEMENS N/A OFVI COUNTER 4.75 3.19 10.06 2 No No No No N/A
RAUN 216-2 1 IMAGING SYSTEM - KEYBOARD AND MOUSE SIEMENS N/A OFVI COUNTER No No No No N/A
RAUN 216-3 1 COLOR CONTROL ROOM DISPLAY SIEMENS N/A OFVI COUNTER No No No No N/A
RAUN 216-4 1 IMAGING SYSTEM CONTAINER (UNDER CONTROL ROOM TABLE) SIEMENS N/A OFVI FLOOR 13.44 21.75 25.94 116 No No Yes No N/A
RAUN 216-5 1 YSIO MAX TABLE WITH MOBILE DETECTOR SIEMENS N/A OFVI FLOOR 31.50 37.56 94.81 835 No No Yes No 11/S5-01
RAUN 216-6 1 POLYDOROS R80 (80KW) GENERATOR CABINET SIEMENS N/A OFVI FLOOR 31.50 86.75 17.13 883 No No Yes Yes 16/S5-01
RAUN 216-7 1 ACCESS POINT (TOP OF GENERATOR) SIEMENS N/A OFVI COUNTER 7.81 6.25 2.88 5.5 No No No No N/A
RAUN 216-8 1 YSIO MAX WALL STAND WITH FIXED DETECTOR (LEFT LOADING GRID) SIEMENS N/A FLOOR 30.00 85.00 49.00 661 21//S5-01
RAUN 216-9 1 CEILING RAILS FOR X-RAY TUBE SUSPENSION SIEMENS N/A
RAUN 216-10 1 FULLY AUTOMATED BRIDGE AND X-RAY TUBE STAND SIEMENS N/A
RAUN 216-11 1 GRID HOLDER (WALL MOUNTED) SIEMENS N/A WALL 21.69 16.56 4.00 22 02/S5-02
RAUN 216-13 1 REMOTE CONTROL CHARGING STATION SIEMENS N/A OFVI COUNTER 17.38 27.00 32.50 No No No No N/A
SCAN 200 2 SCANNER, DOCUMENT, GENERIC INFORMATION AND TECHNOLOGY SERVICES -
SHRA 204 1 SHIELD, RADIATION, JUMBO FLUKE BIOMEDICAL RADIATION MANAGEMENT SERVICES 56-604 OFOI MOBILE 30.00 75.00 24.00 113 No No No No N/A
STDO 274 1 STOOL, ADJUSTABLE, WITHOUT BACK MIDMARK CORP 272-002-866 OFOI MOBILE 24.50 15 No No No No N/A
STIV 216 1 INTRAVENOUS POLE PEDIGO PRODUCTS, INC. P-1080-6 MOBILE N/A
STST 216 1 STOOL, STEP, HANDRAIL PEDIGO PRODUCTS, INC P-10-A-K OFOI FREE STANDING 16.00 38.50 12.00 21 No No No No N/A
TEPH 200 2 TELEPHONE KP-IT KP-IT COUNTER No No Yes Yes N/A
TRCY 215 1 CYLINDER TRUCK Yes Yes Yes No N/A
ACCESSORIES SCHEDULE
SPEC QTY DESCRIPTION MANUFACTURER MODEL #
RESP.
CODE MOUNTING
DIMENSIONS (INCHES)
WEIGHT
(LBS.)
ANCHORAGE
DETAIL #NOTESLE
N
G
T
H
HE
I
G
H
T
WI
D
T
H
(
D
E
P
T
H
)
DI
A
.
CH 2 COAT HOOK BOBRICK B-542 DOOR
DG 1 DEGERMER ECOLAB 92021193 CFCI WALL 11.10 6.12 3.97 N/A
MR 2 FULL LENGTH MIRROR BOBRICK B-165 SERIES CFCI WALL 24.00 60.00 10/A5-02
PTD 1 PAPER TOWEL DISPENSER BOBRICK B-2621 CFCI WALL 10.81 14.06 3.94 N/A
SD 1 SOAP DISPENSER ECOLAB 92021121 CFCI WALL N/A
WR 1 WASTE RECEPTACLE BOBRICK 367-60 OFOI FREE STANDING N/A
FURNITURE SCHEDULE
SPEC SPEC NO. QTY DESCRIPTION MANUFACTURER MODEL #
RESP.
CODE MOUNTING EL
E
C
T
.
ANCHORAGE
DETAIL #NOTES
BOBU 805 1 BOARD, BULLETIN 36"X48" TBD TBD OFVI WALL 10/A5-02
CHSM 803 3 CHAIR, SIDE, METAL HERMAN MILLER VERUS BARIATRIC CHAIR OFVI MOBILE No N/A
CHTK 802 2 CHAIR, TASK HERMAN MILLER VERUS OFVI MOBILE No N/A
MOPE 800 1 MOBILE PEDESTAL BOX FILE KAISER VERNON KAISER VERNON CFCI MOBILE No N/A LENGTH: 18", HEIGHT: 21", DEPTH: 23"
SFDP 801 2 SYSTEMS FURNITURE, DEMOUNTABLE PARTITIONS HERMAN MILLER VFVI FLOOR N/A
SFDP 802 1 SYSTEMS FURNITURE, DEMOUNTABLE PARTITIONS HERMAN MILLER VFVI FLOOR N/A
TAAM 800 1 TABLE, ADJUSTABLE, MOTORIZED KAISER VERNON KAISER VERNON OFCI FREE STANDING Yes N/A SEE SHEET A5-03 FOR ADDITIONAL INFORMATION
TAAM 802 1 TABLE, CUSTOM MOTORIZED ADJUSTABLE KAISER VERNON KAISER VERNON OFCI FREE STANDING Yes N/A SEE SHEET A5-03 FOR ADDITIONAL INFORMATION
KEY PLAN
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
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S
H
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T
I
S
N
O
T
30
"
x
4
2
"
,
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D
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D
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N
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-
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C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
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C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
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SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q7-01
IMAGING EQUIPMENT VENDOR
DRAWINGS RM 1507 (FOR
REFERENCE ONLY)
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
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D
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E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
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C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:13 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q7-02
IMAGING EQUIPMENT VENDOR
DRAWINGS RM 1507 (FOR
REFERENCE ONLY)
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:33 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q7-03
IMAGING EQUIPMENT VENDOR
DRAWINGS RM 1507 (FOR
REFERENCE ONLY)
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:38 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q7-04
IMAGING EQUIPMENT VENDOR
DRAWINGS RM 1507 (FOR
REFERENCE ONLY)
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
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C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
7/3/2024 8:09:44 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q7-05
IMAGING EQUIPMENT VENDOR
DRAWINGS RM 1507 (FOR
REFERENCE ONLY)
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
D
D
D
D
CR
CR
RE
X
T
3.1
2.7
2.5
2.3
1.4
3
G H J K
2
1507
IMAGING, MAMMOGRAPHY1505
SHELL SPACE
1617
OFFICE, PROVIDER
1507A
ACCESSIBLE DRESSING
BOOTH
1509
STORAGE, GENERAL
1529
ENVIRONMENTAL
SERVICES CLOSET
1501
LOBBY
1498
ALCOVE, TELEPHONE
1499
OFFICE, GENERAL
1502
CORRIDOR
1513
ACCESSIBLE DRESSING
BOOTH
EL01
ELEVATOR
1528
STORAGE, EQUIPMENT,
GENERAL
1527
OFFICE, GENERAL
1535
STORAGE, SUPPLIES
1514
TECH WORKSTATION1517
TOILET/LAV, GENERAL
1518
TOILET/LAV, GENERAL
1536
VESTIBULE
1538
TOILET, PATIENT,
SPECIMEN
1534
LABORATORY
1537
TOILET, PATIENT,
SPECIMEN
1701
WAITING AREA, GENERAL
A
B
E
D
C
1504A
HALLWAY
1511
DRESSING BOOTH
1504B
HALLWAY
1510
SUBWAIT ROOM
1508
HALLWAY
1506
IMAGING, GEN
1506A
CONTROL ROOM
1. REFER TO PHYSICIST REPORT DATE D 03/01/2024 FOR ADDITIONAL INFORMATION
2. U.N.O., ALL PORTIONS OF DESIGNATED RADIATION BARRIER (I.E. DOORS, WINDOWS, ETC.)
ARE TO HAVE THE SAME ATTENUATION CHARACTERISTICS AS STIPULATED FOR THAT GIVEN
BARRIER.
N
PARTITION W/ LEAD SHIELDING
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/25
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK: https://my.matterport.com/show/?m=FW21iEbmuii
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
C:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:01 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
Q8-11
PLAN - SHIELDING RM 1507
CA361 1 1 -
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
LEGEND
N
1/4" = 1'-0"PLAN - PHYSICIST REPORT 01
KEY PLAN
LEAD SHIELDING SCHEDULE
0212" = 1'-0"PHYSICIST REPORT
BARRIER LEAD SHIELDING NOTES
FLOOR NO ADDITIONAL SHIELDING REQ.-
A 2.0 LBS PER SF LEAD (1/32" THICK)THE OBSERVATION WINDOW IN BARRIER
A REQUIRES 2.0 LB/SQ. FT LEADED
GLASS. NOBODY SHOULD STAND IN THE
OPEN AREA DURING X-RAY EXPOSURE.
B 2.0 LBS PER SF LEAD (1/32" THICK)-
D 6.0 LBS PER SF LEAD (3/32" THICK)-
C 2.0 LBS PER SF LEAD (1/32" THICK)THE DOOR LOCATED IN BARRIER C
MUST BE LINED WITH 2.0 LB/SQ.FT LEAD
(1/32" THICK)
E 2.0 LBS PER SF LEAD (1/32" THICK)-
CEILING 2.0 LBS PER SF LEAD (1/32" THICK)-
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
J
1
D
D
PS
EPO
ESES
PS
PS
D
D
EP
O
PS
T
2.7
2.5
2.3
1.4
F G H J K
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA
1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN
1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1504A
VESTIBULE
VESTI
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
30"X36" CLR
1506A
CONTROL ROOM
CRRAD
1514
TECH WORKSTATION
WSGEN
1504B
HALLWAY
HALLW
15
0
5
1504
15
0
6
15
1
1
1511
DRESSING BOOTH
DRSSB
15
1
3
1505-01
1517-01 1506-01
1512-01
1511-01
1517-02
1511-03
1511-02
1512-02
1504-01
1512-03 1511-04
1506-021517-03
1504A-01
1504-04
1504-02
1504-03
1510
SUBWAIT ROOM
1508
HALLWAY
HALLW
12
/
A
2
-03
1513-01
1506-03
SIGN TAG - SEE SIGNAGE SCHEDULE11C32-02
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/24
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
KEY PLAN
https://my.matterport.com/show/?m=FW21iEbmuiiC:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:24:04 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
SG1-11
SIGNAGE - PLAN
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1/4" = 1'-0"PLAN - REMODEL 1ST FLR SIGNAGE 01
GENERAL NOTES
1. CONTRACTOR TO CONFIRM REQUIRED NEW SIGNAGE NAME AND NUMBER WITH OWNER
BEFORE MANUFACTURING.
LEGEND
SIGN TYPE SCHEDULE
SIGN TYPE DESCRIPTION COMMENTS
1504-01 DIR286 - 12"X12" DIRECTIONAL SIGN SEE 10/SG5-01 FOR DETAILS
1504-02 REG548 - 12"X12" REGULATORY SIGN SEE 05/SG5-01 FOR DETAILS
1504-03 REG548 - 12"X12" REGULATORY SIGN SEE 05/SG5-01 FOR DETAILS
1504-04 DIR286 - 12"X12" DIRECTIONAL SIGN SEE 10/SG5-01 FOR DETAILS
1504A-01 DIR286 - 12"X12" DIRECTIONAL SIGN SEE 10/SG5-01 FOR DETAILS
1505-01 ID312 - 6"X6" ROOM IDENTIFICATION SEE 03/SG5-01 FOR DETAILS
1506-01 ID312 - 6"X6" ROOM IDENTIFICATION SEE 03/SG5-01 FOR DETAILS
1506-02 REG506 - 6"X6" REGULATORY SIGN SEE 01/A2-02 FOR DETAILS
1506-03 REG544.1 - 9"X9" INFORMATION SIGN SEE 13/A2-01 FOR DETAILS
1511-01 ID312 - 6"X6" ROOM IDENTIFICATION SEE 03/SG5-01 FOR DETAILS
1511-02 6"X6" REGULATORY SIGN SEE 04/A2-03 FOR DETAILS
1511-03 INFO407 9"X9" INFORMATION SIGN SEE 04/A2-03 FOR DETAILS
1511-04 INFO407 9"X9" INFORMATION SIGN SEE 04/A2-03 FOR DETAILS
1512-01 ID312 - 6"X6" ROOM IDENTIFICATION SEE 03/SG5-01 FOR DETAILS
1512-02 INFO407 - 9"X9" INFORMATION SIGN SEE 09/A2-03 FOR DETAILS
1512-03 INFO407 - 9"X9" INFORMATION SIGN SEE 09/A2-03 FOR DETAILS
1513-01 ID312 - 6"X6" ROOM IDENTIFICATION SEE 03/SG5-01 FOR DETAILS
1517-01 ID332.12 - 9"X9" REGULATORY SIGN SEE 08/SG5-01 FOR DETAILS
1517-02 ID378 - 12" DIA. REGULATORY SIGN SEE 11/SG5-01 FOR DETAILS
1517-03 ID325.3 - 8.5"X8.5" BUILDING AMENITIES SIGN SEE 09/SG5-01 FOR DETAILS
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
B
TYPICAL MOUNTING SIGN
NEXT TO AN OUT SWINGING DOOR, U.N.O.
TYPICAL MOUNTING SIGN
NEXT TO AN IN SWINGING DOOR, U.N.O.
A
9"
TO TOP OF SIGN
61
"
9"
TO
T
O
P
O
F
S
I
G
N
61
"
MOUNTING SURFACE
SIGN IS 1/8" THICK ACRYLIC WITH
SPRAY PAINTED FACE AND EDGES;
FACE HAS DIGITALLY PRINTED COPY
SIGN PANEL IS MOUNTED TO
SURFACE WITH 1/16" THICK VHB TAPE
RAISED COPY
RAISED BRAILLE
SIGN PANEL AND EDGES ARE SPRAY PAINTED; FACE
HAS SURFACE APPLIED PAINTED ADA COMPLIANT
RAISED COPY & GRADE2 TRANSLATION BRAILLE, ALL
PANEL EDGES ARE FINISHED AND FLUSHED
MOUNTING SURFACE
SIGN PANEL IS MOUNTED TO
SURFACE WITH 1/16" THICK VHB TAPE
GEN RAD
ID314-5/8”CAP HEIGHT
TYPE COLOR: GRAY 38
BACKGROUND COLOR: WHITE 37
MOUNTING: TYPE B
6"
6"
NOTE:
SEE ROOM NUMBER ON PLANS FOR "X" NUMBER DESIGNATOR. NAME ON THIS
DETAIL IS FOR REFERENCE ONLY. CONFIRM NAME AND NUMBER WITH OWNER.
SEE SIGNAGE PLAN FOR PLACEMENT.
X
6"
6"
60
"
A
F
F
M
A
X
SIGN ON DOOR
1/4" THICK SIGN WITH 1/8" RADIUS
CORNERS ON 1/4" THICK
EQUILATERAL TRIANGLE
SIGN ON DOOR
1/4" THICK SIGN WITH 1/8" RADIUS
CORNERS ON 1/4" THICK
EQUILATERAL TRIANGLE
ALL GENDER
SIGN ON WALL ADJACENT TO DOOR
9"
9"
RAISED TEXT W/ CONTRACTED
GRADE 2 BRAILLE
RAISED PICTOGRAMS WITHIN A
MINIMUM 6" HIGH FIELD
LO
W
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
TE
R
48
"
ELEVATION
PLAN
18"
18
"
EQ EQ
CLEAR FLOOR SPACE
60
"
EQ EQ
4"
TO
T
O
P
O
F
S
I
G
N
61
"
M
A
X
CH
A
R
A
C
TE
R
Z
O
N
E
TA
C
T
I
L
E
NOTES:
SIGNS CONTAINING TACTILE
CHARACTERS SHALL BE LOCATED
SO THAT A CLEAR FLOOR SPACE
OF 18" X 18" MIN, CENTERED ON
THE TACTILE LETTERS IS
PROVIDED BEYOND THE ARC OF
ANY DOOR SWING BETWEEN THE
CLOSED POSITION AND 45 DEGREE
OPEN POSITION.
SINGLE DOOR: POSITION SIGN
ALONGSIDE THE DOOR AT THE
LATCH SIDE.
DOUBLE DOOR: POSITION SIGN ON
THE INACTIVE LEAF. IF TWO
ACTIVE LEAVES, SIGN GOES TO
RIGHT OF RIGHT HAND DOOR.
WHERE THERE IS NO WALL SPACE
AT THE LATCH SIDE OF A SINGLE
DOOR OR AT THE RIGHT SIDE OF
DOUBLE DOORS, SIGNS SHALL BE
LOCATED ON THE NEAREST
ADJACENT WALL.
HI
G
H
E
S
T
T
A
C
T
I
L
E
C
H
A
R
A
C
TE
R
60
"
8 1/2"
8
1
/
2
"
ID325.3
TYPE COLOR: GRAY 38
BACKGROUND COLOR: WHITE 37
MOUNTING: TYPE K (SIMILAR)
60
"
O
N
C
E
N
T
E
R
TO
T
O
P
O
F
S
I
G
N
61
"
3"
3"
TO
B
O
T
T
OM
O
F
S
I
G
N
7'
-
0
"
M
A
X
.
1'
-
0
"
EXIT ROUTE
NOTE:
1. CHARACTER AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.
2. CHARACTERS SHALL CONSTRAST WITH THEIR BACKGROUND.
3. BACKGROUND SHALL CONTRAST WITH THE WALL.
4. USE TYPEFACE FUTURA MEDIUM
5. ALL CHARACTER SHALL BE UPPERCASE
6. REFER TO CBC 11B-703.3 FOR BRAILLE REQUIREMENTS
CONTRACTED (GRADE 2) BRAILLE -RAISED 1/40"
1-1/4" CAP HEIGHT - RAISED 1/32"
1/
2
"
M
A
X
.
3/
8
"
M
I
N
.
1"
1'-0"
REG548 -1-1/4" CAP HEIGHT
TYPE COLOR: GRAY 38
BACKGROUND COLOR: WHITE 37
CORNERS: RADIUS
MOUNTING: TYPE B
MAMMOGRAPHY
12"
12
"
DIR286
TYPE COLOR: GRAY 38
BACKGROUND COLOR: WHITE 39
METAL FINISHES: BRUSHED ALUMINUM
FONTS: FUTURA MEDIUM, FUTURA BOLD CONDENSED
MOUNTING: REFER TO DIR-OP
CONFIRM NAME WITH OWNER
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/24
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO. ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
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T
I
S
A
R
E
D
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C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
https://my.matterport.com/show/?m=FW21iEbmuiiC:
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SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
SG5-01
DETAILS - SIGNAGE
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
NTSTYPICAL SIGNAGE MOUNTING HEIGHTS 01
NTSMOUNTING METHOD A 02NTSMOUNTING METHOD B 07
NTSID312 - ROOM IDENTIFICATION 03
NTSADA SIGN 04
NTSID378 - RESTROOM DOOR SIGNAGE 11
NTSID332.12 - RESTROOM DOOR SIGNAGE 08
3/8" = 1'-0"ELEVATION - RESTROOM 12
NTSID325.3 - BUILDING AMENITIES SIGNANGE 09
NTSELEVATION - RESTROOM 13
NTSREG548 - TACTILE EXIT ROUTE SIGN 05NTSDIR286 - DIRECTIONAL SIGN 10
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
E A S T F O U R T H S T R E E T
CR
CR
T
CR
10
9
8
7
6
5
4
1
3
L M N P QABCDEFGHJK
2
1108
TRASH1105
SLINC
1014
OPROV
1013
WSGEN
1012
EXROM1011
OPROV
1104
HALLW1015
EXROM1017
WSGEN
1310W01
WSGEN
1018
WSGEN
1010
EXROM
1009
EXROM 1150
HALLW
1109
EQRTR1107A
SGENL
1103
SEQGN
1102
WRGEN
1016
EXROM1019
EXROM
1008
EXROM
1154A
SCLOS
1101
CORRD1020
TLSTF
1007
EXROM
1153A
VESTI
1153
SGENL
1154
TLPUB
1155
TLPUB
1150B
ADRFT
1021
TLPAT1033
EQELC
1030
HALLW
1211
CONFR
1213
UTILC
1214
EXROM
1224
TLSTF
1215
AMENR
1024
UTILC
1022
PRMIN
1023
UTILS1006
OPROV
1005
EXROM
1209
HALLW
1025
AMENR
1029
HALLW1004
EXROM
1203
OPROV1217
WACPF
1216
OGENL
1223
EXROM
1026
AAMEN1003
WACPF
1204
OPROV
1217W01
WSGEN 1217W02
WSGEN
1217W03
WSGEN
1217W04
WSGEN 1217W05
WSGEN
1217W06
WSGEN
1210
HALLW
1027
WSGEN1002
OGENL
1028
WSGEN
1200
WTAGN1222
EXROM1221
EXROM
1220
EXROM
1218
UTILS
1300
CORRD
1001
WTAGN
1219
MEDPR
1201
RECEP 1212
HALLW
1206
EXROM1207
EXROM
1208
EXROM
1202
SGENL
1312
WAGEN
1312W01
WSGEN
1301
WTAGN1302
RECEP
1311B
WACPF
1311A
WACPF 1311
HALLW
1316
WTAGN1310
RECEP
1315
OGENL
1314
OGENL
1313
OGENL
102
WSGEN
1406
SMEDS
1408
OGENL
1407
OGENL
1409
EQMEC
1410
EQELV
1405
SGENL
1500
COORD
1404
TLSTF
1403
WADIS
1401
WTAGN
1402
CONSR
1205
OPROV
1031
HALLW
1411
EQMEC
1498
ATELE
1499
OGENL
1501
LOBBY
EL01
ELEVA
1528
SEQGN
1529
EVSRM
1527
OGENL
1535
SSUPP
1509
SGENL
1507
IMAMO
1513
DRSSA
1502
CORRD
1514
WSGEN1517
TLGEN
1518
TLGEN
1505
SHELL
1504A
VESTI
1617
OPROV
1616
EXROM
1620
WSGEN
1621
WSGEN
1622
TLPUB
1623
WSGEN
1624
AGENL
1625
EXROM
1630
EXROM
1626
EXROM
1627
EXROM
1628
OGENL
1629
TLGEN
1615
EXROM
1614
EXROM
1613
OPROV1612
EXROM
1611
EXROM1610
OPROV
1609
OPROV
1608
UTILC
1608A
WSGEN
1602
HALLW
1605
EXROM
1606
EXROM
1607
EXROM
1808
TLPUB
1809
CORRD
1810
SGENL
1807
SGENL
1805
CONFR
1800A
CORRD
1800
CORRD
1804
LNGST
1802
KITCH
1801
EVSRM
1800C
VESTI
1706
EXROM
1707
EXROM
1708
UTILS
1704
HALLW
1704A
UTILG
1726
OPROV
1711
EXROM
1709
PRMIN
1601
HALLW
1600
HALLW
1710
OGENL
1712
EXROM
1713
WSGEN
1714
WSGEN
1715
WRGEN
1716
TLPUB
1717
WSGEN
1718
WSGEN
1725
EXROM 1724
OPROV
1723
EXROM
1722
OPROV
1721
EXROM
1720
OPROV
1719
EXROM
1531
LNGST
1530
WAGEN
1532
OBSRM
1536
VESTI
1538
TLPTS
1534
LBTRY
1537
TLPTS
1534B
BLDDR
1534C
BLDDR
1534D
BLDDR
1701
WTAGN
1702
RECEP
1703
WTAGN
1604
WTAGN
1800B
VESTI
1803
TLPUB
1705
HALLW
1507A
DRSSA
1506
IGENL
1511
DRSSB
1504
1504B
HALLW
1
10
0
1
A
DOOR/OPENING IDENTIFICATION
SEE SECURITY SINGLE LINE ON
PROXIMITY CARD READER
ARROW INDICATES DIRECTION OF FREE
MOVEMENT, DOOR IS CONTROLLED IN
THE OPPOSITE DIRECTION.
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/24
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
KEY PLAN
https://my.matterport.com/show/?m=FW21iEbmuiiC:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:50 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
T1-11
PLAN - REMODEL 1ST FLR -
SECURITY
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
1/16" = 1'-0"PLAN - REMODEL OVERALL 1ST FLOOR - SECURITY 01
GENERAL NOTES
SHEET KEYNOTES
LEGEND
N
1. ALL DEVICES AND CABINETS ON THIS FLOOR ARE EXISTING. NO NEW SCOPE UON.
2. THERE ARE NO NEW ELECTROMAGNETICALLY LOCKED EGRESS DOORS IN THIS PROJECT. ALL
DOORS IN THIS PROJECT UON ARE COMPLIANT WITH CBC 1010.1.9.8 AND PROVIDE FREE
EGRESS IN THE EXIT DIRECTION WITHOUT SPECIAL KNOWLEDGE, EFFORT OR USE OF A KEY.
DOORS ARE NEVER LOCKED IN THE EXIT DIRECTION AT ANY TIME OR IN ANY CONDITION UON
ON THE PLANS.
3. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, DEVICES, CONNECTIONS,
PROGRAMMING, AND COORDINATION REQUIRED FOR A COMPLETELY FUNCTIONAL AND
OPERATIONAL SYSTEM. SECURITY CONTRACTOR SHALL PROVIDE ANY CUSTOM BACKBOXES
REQUIRED.
4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, BACK BOXES, PULL
POWER BOXES AS SHOWN ON DRAWINGS.
5. HARDWARE CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRIFIED HARDWARE, ELECTRIC
TRANSFER HINGES AND POWER BOOSTERS FOR PANIC HARDWARE AS REQUIRED.
COORDINATE WITH THE SECURITY CONTRACTOR TO CONNECT THE HARDWARE TO THE
SECURITY SYSTEM.
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1 PROVIDE MAKE READY J-BOX FOR FUTURE CARD READER. SEE 11/T5-01 FOR REQUIRED CONDUITS
FOR FUTURE; 1) CARD READER J-BOX; 2) MAGNETIC DOOR ALARM CONTACT; 3) REX; 4) ELECTRIC
TRANSFER HINGE.
1900 E 4th St -
1011190678/9/2024
MD
MD
TC
CR
CR
CR
CR CR
CR
CR CR
CR
CRCR
CRCR
CR
CR
CR
CR
CR
PP
AR
M
HB
AR
M
HB
HB
HB
HB
MD
CR
ARM
CR
ACPACPACPIA
P
BM
S
BMS
HB
HB
AR
M
AR
M
MD
MD
CR
SM
10
9
8
7
6
5
4
1
3
L M N P QABCDEFGHJK
22323
CONFR
2320
OGENL
2321
WRGEN
2322
AGENL 2324
EVSRM
2300
CORRD
DU10
MSHFT
DU07
MSHFT
2023
PRGEN 2003
UTILC
2024
EXROM
2025
EXROM
2026
EXROM
2004
OGENL
2005
OGENL
2006
OGENL
2007
OGENL
2008
OGENL
2009
OGENL
2010
OGENL
2001-W1
WSGEN 2001-W2
WSGEN
2002
RECEP
2001A
HALLW
2001C
HALLW
2001B
HALLW
2022
WSGEN 2021
WSGEN
2020
WTAGN
2032
HALLW
2031
HALLW
2028
SMEDS
2029
SGENL
2012
CORRD
2232
OGENL
2233
OEXPO
2234
OEXPO
2235
OEXPO
2236
OEXPO
2238
OEXPO
2239
OEXPO
2240
OEXPO
2241
OEXPO
2242
OEXPO
2243
OEXPO
2244
OEXPO
2245
OEXPO
2246
OEXPO
2247
OEXPO
2248
LNGST
2222
OEXPO
2223
OEXPO
2224
OGENL
2226
OGENL
2227
OEXPO 2228
OEXPO
2230
OEXPO
2231
OEXPO
2267
OEXPO
2266
OEXPO
2265
OEXPO
2264
OEXPO
2263
OEXPO
2262
OEXPO
2258
OEXPO-SHR
2257
OEXPO
2256
OEXPO
2255
OEXPO
2254
OEXPO
2261
HALLW
2271
GROUP
2273
OEXPO
2260
GROUP
2250
OEXPO
2251
GROUP
2270
OEXPO
2215
GROUP
2214
GROUP
2213
WRGEN
2211
TLPAT
2210
TLPAT
2209
TLPAT
2259
TLPAT
2208
HALLW
2249
SGENL
2220
WSGEN
2219
WACPF
2218
WTAGN
2217
RECEP
2217A
RECEP
2216
OEXPO
2216A
WARNS
2272
WTAGN
2403
EXROM
2404
EXROM
2405
OGENL
1
OPROV
2407
EXROM
2408
OPROV
2409
SGENL
2410
OPROV
2411
EXROM
2412
OPROV 2413
OGENL
2414
EXROM
2415
EXROM
2307
OPROV
2308
EXROM
2417
WSGEN
2416
WSGEN
2418
EXROM
2419
EXROM
2421
TLPAT
2420
PRMIN
2422
EXROM
2423
EXROM
2425
WSGEN
2424
WSGEN
2309
OGENL
2310
OPROV
2311
OGENL
2510
WSGEN
2511
EXROM
2512
EXROM
2513
WSGEN
2509
SGENL
2508
SGENL
2603
UTILS 2607
TLPAT
2609
UTILC
2507
DRSBB2506
LKRST
2505
WSGEN 2504
EXROM
2610
EXROM
2502
WSGEN
2503
OPROV
2611
OGENL
2612
EXROM
2615
WSGEN
2312
EXROM
2313
EXROM 2314
OPROV
2315
OPROV
2316
EXROM
2317
OGENL
2305
WSGEN
2304
EXROM
2303
EXROM
2302
WSGEN
2329
WSGEN
2330
EXROM
2
EXROM
2332
WSGEN
2606
SCREN
2605
TRNUR
2604
TRNUR
2328
LNGST
2327
EXROM
2600
WTAGN
2636
TLPAT
2632
WSGEN
2635
EQRTR 2631
WRDRP
2630
OGENL
2634
EXROM
2633
EXROM
2614
OEXPO 3
WSGEN
2616
OPROV
2617
OGENL
2325
PRMIN
2326
TLPAT
2318
EXROM 2319
OGENL
2625
EQRTR
2624
TLPAT
2629
UTILS
2622
EXROM
2623
EXROM
2618
WSGEN
2619
EXROM
2620
EXROM
2621
OPROV
2340
HALLW
2626
HALLW
2104
HALLW
2108
WRGEN
2027
OGEN2
2030
TLGEN
2013
HALLW
2014
HALLW
2201A
EQMEC
2015
EVSCL
2101
EVSCL DU26
TLPUB
DU27
TLPUB
2016
HALLW
2017
HALLW
2018
HALLW
2019
HALLW
2034
2035
2036
2037
1
AREA OF WORK
LEGEND
N
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/24
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
KEY PLAN
https://my.matterport.com/show/?m=FW21iEbmuiiC:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:24:15 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
T1-21
PLAN - 2ND FLR - SECURITY
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
GENERAL NOTES
SHEET KEYNOTES
1/16" = 1'-0"PLAN - REMODEL OVERALL 2ND FLOOR - SECURITY 01
1 (E) ACP PANEL
1. ALL DEVICES AND CABINETS ON THIS FLOOR ARE EXISTING. NO NEW SCOPE UON.
2. THERE ARE NO NEW ELECTROMAGNETICALLY LOCKED EGRESS DOORS IN THIS PROJECT. ALL
DOORS IN THIS PROJECT UON ARE COMPLIANT WITH CBC 1010.1.9.8 AND PROVIDE FREE
EGRESS IN THE EXIT DIRECTION WITHOUT SPECIAL KNOWLEDGE, EFFORT OR USE OF A KEY.
DOORS ARE NEVER LOCKED IN THE EXIT DIRECTION AT ANY TIME OR IN ANY CONDITION UON
ON THE PLANS.
3. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ALL WIRING, DEVICES, CONNECTIONS,
PROGRAMMING, AND COORDINATION REQUIRED FOR A COMPLETELY FUNCTIONAL AND
OPERATIONAL SYSTEM. SECURITY CONTRACTOR SHALL PROVIDE ANY CUSTOM BACKBOXES
REQUIRED.
4. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, BACK BOXES, PULL
POWER BOXES AS SHOWN ON DRAWINGS.
5. HARDWARE CONTRACTOR SHALL PROVIDE AND INSTALL ELECTRIFIED HARDWARE, ELECTRIC
TRANSFER HINGES AND POWER BOOSTERS FOR PANIC HARDWARE AS REQUIRED.
COORDINATE WITH THE SECURITY CONTRACTOR TO CONNECT THE HARDWARE TO THE
SECURITY SYSTEM.
N
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
LENEL SERVER
ORANGE COUNTY
LENEL SOC
ORANGE COUNTY
(E)
ACCESS
CONTROL
PANEL
LNL-8000
LNL-1100
INTRUSION
ALARM
PANEL
IAP-P201
24V
PS
12V
PS
KP-IT LAN
NETWORK
PHONE
SYSTEM
CONNECTION
120V POWER
20A
2ND FLR
ROOF
TYPICAL
ALARM
DEVICES
PER PLANS
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
ACP
DR-1504 - HALLW
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
TER RM 2201A
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
SRI SINGLE
READER
INTERFACE
MODULE
1300
REX
A
EL
CR
AREA OF WORK
1ST FLR
LNL-3300
16
T5-01
11
T5-01
REX
CR
RELOCATED CARD READER -
UNSECURED SIDE - PROVIDE 4"
SQ. BOX W/ SINGLE GANG TRIM -
REFER TO PLANS FOR DOOR
SWING DIRECTION AND DEVICE
LOCATIONS
MAGNETIC DOOR ALARM
CONTACT
LINE OF (E) CEILING
PROVIDE 3/4"
CONDUIT WITH (1) 2-
CONDUCTOR 18 AWG.
SHIELDED CABLE FOR
ELECTRICAL
LOCKSET
ELECTRIC LOCKSET
ELECTRIC
TRANSFER
HINGE
REQUEST TO EXIT -
SECURE SIDE
PROVIDE 3/4" CONDUIT
WITH 6-CONDUCTOR 18
AWG. SHIELDED CABLE
FOR CARD READER
ALL CABLE TO BE PLENUM RATED
AND ROUTED USING EXISTING J-
HOOK PATH BACK TO ACCESS
CONTROL PANEL - PROVIDE (1) 4-
CONDUCTOR 18 AWG FOR READER
AND LOCK AND (1) 4-CONDUCTOR 22
AWG FOR COMMUNICATION
9"
CABLE THROUGH
DOOR PANEL
EQ EQ
PROVIDE 3/4" CONDUIT WITH 6-
CONDUCTOR 18 AWG. SHIELDED
CABLE FOR REQUEST TO EXIT
PROVIDE 3/4" CONDUIT WITH 2-
CONDUCTOR 18 AWG. SHIELDED
CABLE FOR MAGNETIC DOOR
CONTACT
PROVIDE 12"X12"X4" HOFFMAN
BOX WITH SRI SINGLE READER
INTERFACE MODULE 1300
LNL-3300
12V PS24V PS
120V
POWER
20A
KP-IT LAN
NETWORK RISER
SECURITY
WIRE RISER
LNL-1100
24"X24"X6"HOFFMAN
BOX ACCESS
CONTROL PANEL
12"X12"X4"
HOFFMAN BOX FOR
12V AND 24V
POWER SUPPLIES
CONTROLLER
CARD - 32
CARD READER
CAPACITY
INPUT
MONITORING
CONTROL
BOARD - 16
INPUT POINTS
AND 2 OUTPUT
POINTS
R
No.
F
LICENSE
STATE
D
O
A RCHITECT
C AL IFORNIA
STEPHE WHITE
RENEWAL
DATE
C-34829
N
08/31/24
SHEET TITLE
PROJECT
FACILITY
FAC NO: BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
https://my.matterport.com/show/?m=FW21iEbmuiiC:\Users\jpark\Documents\R314412.44 - KP SAN 1st Flr Gen Rad_A22_Central_jhaLWMQW.rvt
5/20/2024 10:23:58 AM
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
T5-01
DETAILS - SECURITY
CA361 1
CAP028060R314412.44
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
NTSDECENTRALIZED SYSTEM 013/4" = 1'-0"SINGLE DOOR W/ CR (DECENTRALIZED)11N/ADECENTRALIZED ACCESS CONTROL PANEL (ACP)16
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
A. CLASSES OF CONCRETE
USAGE: ALL NEW CONCRETE
1. PROVIDE f'c=4000 PSI 28 DAY MINIMUM COMPRESSIVE STRENGTH, NORMALWEIGHT
CONCRETE, MAXIMUM WATER TO CEMENT RATIO OF 0.45, AND MAX AGGREGATE SIZE
OF 3/4".
2. NORMAL WEIGHT AGGREGATE SHALL BE NONREACATIVE AS DETERMINED BY ONE OF
THE METHODS OF ASTM C33 APPENDIX XI: METHODS FOR EVALUATING POTENTIAL
FOR DELETERIOUS EXPANSION DUE TO ALKAI REACTIVITY OF AN AGGREGATE.
AGGREGATES DEEMED TO BE DELETERIOUS OR POTENTIALLY DELETERIOUS
MAY BE USED WITH THE ADDITION OF A MATERIAL THAT HAS BEEN SHOWN TO
PREVENT HARMFUL EXPANSION IN ACCORDANCE WITH APPENDIX XI OF ASTM C33,
WHEN APPROVED BY THE BUILDING OFFICIAL.
3. THE MAXIMUM PERCENTAGE OF POZZOLANS, INCLUDING FLY ASH AND SILICA FUME,
AND SLAG CEMENT IN CONCRETE ASSIGNED TO ALL EXPOSURE CATEGORIES SHALL
PER THE FOLLOWING:
a) THE MAXIMUM PERCENTAGE LIMITS SHALL INCLUDE THE FLY ASH OR
OTHER POZZOLANS, SLAB CEMENT, AND SILICA FUME USED IN THE
MANUFACTURE OF ASTM C595 AND C1157 BLENDED CEMENTS.
b) THE INDIVIDUAL LIMITS SHALL APPLY REGARDLESS OF THE NUMBER OF
CEMENTITIOUS MATERIALS IN A CONCRETE MIX.
LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE
4. THE CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY
THE REGISTERED DESIGN PROFESSIONAL PRIOR TO FABRICATION AND INSTALLATION.
B. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS
1. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN ANY
CONCRETE POURS UNLESS SHOWN ON THE DRAWINGS. THE ARCHITECT/ENGINEER
SHALL APPROVE ALL DEVIATIONS OR ADDITIONAL JOINTS IN WRITING.
C. REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 UNLESS NOTED
OTHERWISE ON THE DRAWINGS OR IN THESE NOTES.
2. REINFORCING STEEL: PROVIDE REINFORCING STEEL CONFORMING TO ASTM
A 706 FOR ALL REINFORCING STEEL REQUIRED TO BE WELDED AND WHERE
NOTED ON THE DRAWINGS.
3. HEADED STUD ANCHORS FOR EMBEDDED PLATES: AWS D1.1 TYPE A STUDS
MANUFACTURED IN CONFORMANCE WITH SPECIFICATION ASTM A 108 WITH A
MINIMUM TENSILE STRENGTH OF 61,000 PSI.
D. REINFORCING STEEL COVERAGE
1. REINFORCING STEEL COVERAGE SHOULD CONFORM TO THE
COVER SPECIFIED ON DETAILS. COVER SPECIFIED SHALL BE CONSIDERED MINIMUMS
THAT MAY REQUIRE INCREASING WHERE REINFORCING STEEL INTERSECTS FOR
DIFFERENT MEMBER TYPES. COVER IN STRUCTURAL MEMBERS NOT SPECIFIED IN THE
DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 UNLESS SPECIFIED
OTHERWISE ON THE DRAWINGS.
E. SPLICES AND HOOKS IN REINFORCING STEEL
1. SPLICE LOCATION AND TYPE AND HOOKS FOR UNSCHEDULED BEAMS,
SLABS AND WALLS:
a. BEAMS AND SLABS. UNSCHEDULED BEAMS AND SLABS, INCLUDING
GRADE BEAMS, SHALL HAVE CONTINUOUS TOP BARS LAPPED AT MIDSPAN
BETWEEN SUPPORTS WITH A CLASS B TENSION SPLICE. BOTTOM BARS SHALL
BE LAPPED AT THE SUPPORTS WITH A CLASS B TENSION SPLICE. ALL BEAM
BARS SHALL BE HOOKED AT DISCONTINUOUS END, UNLESS NOTED
OTHERWISE.
FLY ASH OR OTHER POZZOLANS
CONFORMING TO ASTM C618
SLAG CEMENT CONFORMING TO ASTM
C989
SIICA FUME CONFORMING TO ASTM C1240
TOTAL OF FLY ASH OR OTHER POZZOLANS
AND SILICA FUME
TOTAL OF FLY ASH OR OTHER POZZOLANS,
SLAG CEMENT, AND SILICA FUME
CEMENTITIOUS MATERIALS MAXIMUM PERCENT OF TOTAL
CEMENTITIOUS MATERIALS BY MASS
25
50
10
35
50
R
SHEET TITLE
PROJECT
FACILITY
FAC NO:BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK:
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
S09.23018.00
Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt
5/16/2024 11:56:34 AM
S0-01
GENERAL NOTES
CA361 1
CAP028060R314412.44
A. GENERAL BUILDING CODE
1. THE CONSTRUCTION DOCUMENTS ARE BASED ON THE
REQUIREMENTS OF THE CALIFORNIA BUILDING CODE 2022.
2. BUILDING OCCUPANCY CATEGORY: II (PER CBC TABLE 1604.5)
B. SEISMIC DESIGN CRITERIA
1. THE STRUCTURE AND COMPONENTS OF THE BUILDING HAVE BEEN
DESIGNED IN ACCORDANCE WITH AFOREMENTIONED BUILDING CODE WITH
THE FOLLOWING CRITERIA:
a. 0.2 SEC. SPECTRAL ACCELERATION (SS): 1.287G
b. 1 SEC. SPECTRAL ACCELERATION (S1): 0.459G
c. SITE CLASS: D
d. SITE COEFFICIENT, SHORT PERIOD (FA): 1.20
e. SITE COEFFICIENT, 1 SEC. PERIOD (FV): 1.841
f. 0.2 SEC SPECTRAL RESPONSE COEFF. (SDS): 1.029G
g. 1 SEC SPECTRAL RESPONSE COEFF. (SD1): 0.57G
h. RISK CATEGORY: IV
i. OCCUPANCY IMPORTANCE FACTOR, I: 1.0
j. SEISMIC DESIGN CATEGORY: D
A. MATERIAL
1. HOT ROLLED STRUCTURAL MEMBERS: ALL HOT ROLLED STEEL
PLATES, SHAPES, SHEET PILING, AND BARS SHALL BE NEW STEEL
CONFORMING TO ASTM SPECIFICATION A6.
2. ASTM SPECIFICATION AND GRADE: CLEARLY MARK THE GRADE OF
STEEL ON EACH PIECE, WITH A DISTINGUISHING MARK VISIBLE FROM FLOOR
SURFACES, FOR THE PURPOSE OF FIELD INSPECTION OF PROPER GRADE OF
STEEL. UNLESS NOTED OTHERWISE ON THE DRAWINGS, STRUCTURAL STEEL
SHALL BE AS FOLLOWS:
a. W- AND WT-SHAPES: ASTM A 992.
b. C-SHAPES: ASTM A 36
c. L-SHAPES: ASTM A 36 UNO.
d. ROUND HSS: ASTM A 500, GRADE C (FY=46 KSI).
e. RECTANGULAR HSS: ASTM A 500, GRADE C (FY=50 KSI).
f. STEEL PIPES: ASTM A 53 (TYPES E OR S), GRADE B.
g. BASE PLATES: ALL BASE PLATES SHALL CONFORM TO ASTM A
36 UNLESS NOTED OTHERWISE ON THE DRAWINGS.
h. CONNECTION MATERIAL:
1) ALL CONNECTION MATERIAL, EXCEPT AS NOTED
OTHERWISE HEREIN OR ON THE DRAWINGS, INCLUDING
BEARING PLATES, GUSSET PLATES, STIFFENER PLATES, FILLER
PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A 36 UNLESS
A HIGHER GRADE OF STEEL IS NOTED ON OTHERWISE.
i. OTHER STEEL: ANY OTHER STEEL NOT INDICATED OTHERW ISE
SHALL CONFORM TO ASTM A 992 OR ASTM A 572, GRADE 50, EXCEPT
PLATES AND ANGLES THAT SHALL BE ASTM A 36.
B. STRUCTURAL BOLTS AND THREADED FASTENERS
1. A 325 BOLTS: ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL
CONFORM TO ASTM A 325 TYPE 1, UNLESS INDICATED OTHERWISE ON THE
DRAWINGS.
2. THREADED ROUND STOCK: THREADED RODS SHALL CONFORM TO:
a. ASTM A 36 UNO.
3. ALL OFF-SITE FABRICATION OF STRUCTURAL STEEL COMPONENTS INCLUDING
STEEL STAIRS AND PRE-CAST CONCRETE SHALL BE DONE IN AN APPROVED
FABRICATOR SHOP AS REQUIRED BY CITY OF SANTA ANA.
THE RECEIPT OF ANY SHIPMENT OF OFF-SITE FABRICATED ITEMS
4. NOMINAL HOLE DIMENSIONS SHALL BE STANDARD SIZE PER AISC TABLE J3.3,
UNLESS NOTED OTHERWISE.
A. SUBMITTALS TO BE PROVIDED TO STRUCTURAL ENGINEER
MEP EQUIPMENT DEFERRED SUBMITTALS
STRUCTURAL STEEL
PREQUALIFIED WELD PROCEDURES & WELDER CERTIFICATIONS
CONCRETE RINFORCING STEEL
CONCRETE MIX DESIGNS
POST INSTALLED ANCHOR MANUFACTURER INFORMATION
REINFORCEMENT SCAN AND LOCATIONS
CONCRETE SAWCUT LAYOUT
UNISTRUCT SYSTEMS AND PRODUCT DATA
1. SUBMITTAL REQUIREMENTS:
a. ALL SHOP DRAWINGS MUST BE REVIEWED AND
ELECTRONICALLY STAMPED BY THE GENERAL CONTRACTOR PRIOR TO
SUBMITTAL.
b. CONTRACTOR SHALL PROVIDE THE SUBMITTAL IN ELECTRONIC
PORTABLE DOCUMENT FORMAT (PDF).
c. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS
REQUIRED BY THE CONTRACT DOCUMENTS TO BE FURNISHED SHALL
NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF
FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF
WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND
APPROVED.
B. REPRODUCTION
1. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THESE
CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR,
FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP
DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN
HEREON AS CORRECT, AND OBLIGATES THEMSELVES TO ANY JOB EXPENSE,
REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
A. CONTRACT DOCUMENTS
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN
ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH
DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO
THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL
MEMBERS, AND ERECTION IN THE FIELD.
2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS
REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY
SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
PROCEDURES, TECHNIQUES, AND SEQUENCE.
B. DRAWING CONFLICTS
1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL
AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN
EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE
ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF
ANY STRUCTURAL MEMBERS.
C. CONFLICTS IN STRUCTURAL REQUIREMENTS
1. WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE
STRUCTURAL CONTRACT DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL
NOTES, AND SPECIFICATIONS, THE STRICTEST REQUIREMENTS, AS INDICATED
BY THE ENGINEER, SHALL GOVERN.
D. EXISTING CONDITIONS
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS OF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY
DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO
THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND ERECTION
OF ANY MEMBERS.
2. WORK SHOWN ON THE DRAWINGS IS NEW, UNLESS NOTED AS
EXISTING.
3. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED
FROM EXISTING CONSTRUCTION DOCUMENTS AND LIMITED SITE
OBSERVATION. THESE DRAWINGS OF EXISTING CONSTRUCTION ARE
AVAILABLE FOR CONTRACTOR USE. HOWEVER, THE AVAILABLE DRAWINGS OF
EXISTING CONSTRUCTION ARE NOT NECESSARILY COMPLETE. THE
CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT INFORMATION.
4. DEMOLITION, CUTTING, DRILLING, ETC. OF EXISTING WORK SHALL BE
PERFORMED WITH GREAT CARE SO AS NOT TO JEOPARDIZE THE STRUCTURAL
INTEGRITY OF THE EXISTING BUILDING. IF ANY ARCHITECTURAL, STRUCTURAL,
OR MEP MEMBERS NOT DESIGNATED FOR REMOVAL INTERFERE WITH THE
NEW WORK, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND APPROVAL
OBTAINED PRIOR TO REMOVAL OF THOSE MEMBERS.
5. THE CONTRACTOR SHALL SAFELY SHORE EXISTING CONSTRUCTION
WHEREVER EXISTING SUPPORTS ARE REMOVED TO ALLOW THE INSTALLATION
OF NEW WORK. ALL SHORING METHODS AND SEQUENCING OF DEMOLITION
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS ENGINEER.
6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING
UTILITIES PRIOR TO THE START OF CONSTRUCTION AND TAKE CARE TO
PROTECT EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE.
7. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING
CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP TO RESTORE
CONDITIONS TO LEVELS ACCEPTABLE TO THE ARCHITECT.
PART I - DESIGN CRITERIA 01
PART IV -STRUCTURAL STEEL 09
PART III - CONCRETE ANCHORAGE 06
PART VI - SUBMITTALS 12
PART VII - MISCELLANEOUS 14
A. NEW EXPANSION BOLTS SHALL BE HILTI KB-TZ2 (ICC ESR 4266) UNO.
B. TESTING REQUIREMENTS SHALL BE IN ACCORDANCE WITH CBC 1901.3
1. POST-INSTALLED ANCHOR TEST PROCEDURES SHALL BE BASED ON THE APPROVED
ICC EVALUATION REPORT AND CRITERIA IN THIS SECTION. POST INSTALLED ANCHORS
SHALL BE TENSION TESTED EXCEPT FOR TORQUE-CONTROLLED (EXPANSION)
ANCHORS. REFER TO THE POST INSTALLED ANCHOR TABLES IN THIS SECTION FOR
ANCHOR TYPE, TEST FREQUENCY, AND TEST LOADS. ANCHOR TESTS SHALL BE
PERFORMED ONLY AFTER EPOXY AND ANCHORAGE BASE MATERIAL HAVE ACHIEVED
FULL STRENGTH AND CURING TIME.
2. TEST ACCEPTANCE CRITERIA SHALL BE BASED ON THE APPROVED ICC EVALUATION
REPORT AND THE FOLLOWING MINIMUM REQUIREMENTS.
a. HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR
SPRING LOADED APPARATUS SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM
OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNIBLE MOVEMENT DURING THE
TENSION TEST. FOR ADHESIVE ANCHORS, WHERE OTHER THAN BOND IS
BEING TESTED, THE TESTING APPARATUS SUPPORT SHALL NOT BE LOCATED
WITHIN 1.5 TIMES THE ANCHORS EMBEDMENT DEPTH TO AVOID RESTRICTING
THE CONCRETE SHEAR CONE TYPE FAILURE MECHANISM.
b. TORQUE WRENCH METHOD: TORQUE-CONTROLLED POST-INSTALLED
ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH SHALL ATTAIN THE
SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT, OR ONE QUARTER TURN OF
NUT FOR A 3/8" SLEEVE ANCHOR ONLY.
3. TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A
REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE EOR. IF
ANY ANCHOR FAILS TESTING THEN ALL ANCHORS OF THE SAME TYPE SHALL BE
TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS OR ALL ANCHORS HAVE BEEN
TESTED, WHICHEVER IS LESS. TEST FREQUENCY AS NOTED IN THE
ANCHOR TABLES BELOW CAN THEN BE RESUMED ON THE REMAINING ANCHORS.
4. TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH
TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY AND WHERE A
MINIMUM OF 3 FASTENERS ARE USED PER TRACK SEGMENT.
5. TEST 50% OF ANCHORS
C. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON-
PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR
DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING
PRESTRESSED CONCRETE (PRE- OR POST TENSIONED) LOCATE THE PRESTRESSED TENDONS
BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE
AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION.
MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE
DRILLED IN ANCHOR AND/OR PIN.
5/8 2 3/4 5 10 4 1/2 40
1/2 2 4 5 1/2 2 3/4 50
3/8 2 4 4 3/8 2 1/2 30
DIA (IN)
EFFECTIVE
EMBED
(IN)
MIN.
CONCRETE
THICKNESS
(IN)
CRITICAL EDGE
DISTANCE (IN)
MIN. EDGE
DISTANCE (IN)TEST REQUIRED TORQUE (FT-LB)
HILTI KB-TZ2 CARBON EXPANSION ANCHOR - CONCRETE
PART VIII -SPECIAL INSPECTIONS 16
A. THE OWNER'S TESTING LABORATORY SHALL PROVIDE SPECIAL INSPECTIONS
SERVICES IN ACCORDANCE WITH CALIFORNIA BUILDING CODE.
B. STATEMENT OF SPECIAL INSPECTIONS
1. THE TESTING LABORATORY SHALL SAMPLE AND TEST MATERIALS AS THEY ARE BEING
INSTALLED FOR COMPLIANCE WITH SPECIFIED ACCEPTANCE CRITERIA. THE TESTING
LABORATORY WILL REPORT AND INTERPRET THE TEST RESULTS. THE LABORATORY
SHALL MONITOR AND REPORT ON THE INSTALLATION OF CONSTRUCTION WORK AND
SHALL PERFORM TESTS ON THE COMPLETED CONSTRUCTION AS REQUIRED TO
INDICATE CONTRACTOR’S COMPLIANCE WITH THE VARIOUS MATERIAL
SPECIFICATIONS GOVERNING THIS WORK.
2. TESTS AND INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH SPECIFIED
REQUIREMENTS, AND IF NOT SPECIFIED, IN ACCORDANCE W ITH THE APPLICABLE
STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR OTHER
RECOGNIZED AND ACCEPTED AUTHORITIES IN THE FIELD.
3. SPECIAL INSPECTOR RESPONSIBILITIES:
a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO ASCERTAIN
THAT, TO THE BEST OF HIS/HER KNOWLEDGE, IT IS IN CONFORMANCE WITH THE
APPROVED DESIGN DRAWINGS.
b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE
BUILDING OFFICIAL, THE ARCHITECT/ENGINEER, AND THE OWNER. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
ARCHITECT/ENGINEER, CONTRACTOR, AND OWNER. A REPORT THAT THE
CORRECTED WORK HAS BEEN INSPECTED SHALL BE SENT TO THE BUILDING
OFFICIAL, THE ARCHITECT/ENGINEER, AND THE OWNER.
C. QUALIFICATIONS:
1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE
COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION
OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION BEING INSPECTED.
THE SPECIAL INSPECTOR SHALL MEET THE LEGAL QUALIFICATIONS OF THE BUILDING
CODE HAVING JURISDICTION AND BE ON THE APPROVED LIST OF THE CITY OF SANTA ANA.
2. THE TESTING LABORATORY SHALL MEET THE BASIC REQUIREMENTS OF ASTM E 329
AND SHALL SUBMIT TO THE OWNER, ARCHITECT, AND ENGINEER EVIDENCE OF
CURRENT ACCREDITATION FROM THE AMERICAN ASSOCIATION FOR LABORATORY
ACCREDITATION, THE AASHTO ACCREDITATION PROGRAM OR THE “NIST” NATIONAL
VOLUNTARY LABORATORY ACCREDITATION PROGRAM.
3. THE SPECIAL INSPECTOR SHALL BE CERTIFIED WITH VALID AND CURRENT
CERTIFICATIONS AND ON THE APPROVED LIST OF THE CITY OF SANTA ANA.
4. QUALIFICATIONS OF WELDING INSPECTORS: INSPECTORS PERFORMING VISUAL WELD
INSPECTION SHALL MEET THE REQUIREMENTS OF AWS D1.1 SECTION 6.1.4.
INSPECTORS SHALL HAVE CURRENT CERTIFICATION AS AN AWS CERTIFIED WELDING
INSPECTOR (CWI). ASSISTANT INSPECTORS, IF ANY, SHALL BE SUPERVISED BY AN
INSPECTOR AND SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE TO PERFORM
THE SPECIFIC FUNCTIONS TO WHICH THEY ARE ASSIGNED.
5. QUALIFICATIONS OF STEEL INSPECTORS: PERFORMED BY QUALIFIED TECHNICIANS
WITH A MINIMUM OF TWO YEARS OF EXPERIENCE IN STRUCTURAL STEEL TESTING AND
INSPECTION.
D. TESTING REQUIREMENTS
1. CONCRETE
a. VERIFY ALL OPENINGS, SAWCUTS, AND CORING ARE THE CORRECT SIZE AND
LOCATION. VERIFY THAT THE OPENINGS ARE SHOWN ON THE STRUCTURAL
DRAWINGS AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY OPENINGS IN THE
FIELD THAT ARE NOT SHOWN ON THE DRAWINGS.
2. ALL POST INSTALLED ANCHORS: VERIFY THAT THE ANCHOR IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION AS
WELL AS THE FOLLOWING DESIGN REQUIREMENTS:
a. TESTING REQUIREMENTS IN ACCORDANCE WITH CBC 1910.5.
b. ANCHOR MANUFACTURER AND PRODUCT, INCLUDING MATERIAL, IS IN
ACCORDANCE WITH DESIGN DRAWINGS OR APPROVED SUBSTITUTION.
c. ANCHOR DIAMETER, LENGTH AND INSTALLED EMBEDMENT DEPTH.
d. DRILL BIT TYPE AND DIAMETER.
e. ANCHOR EDGE DISTANCE AND SPACING.
f. HOLE DIAMETER AND DEPTH.
g. HOLE CLEANING PROCEDURE AND CLEANLINESS.
3. STEEL
a. THE TESTING LABORATORY SHALL PROVIDE TEST REPORTS OF INSPECTIONS. ALL
TEST REPORTS SHALL INDICATE TYPES AND LOCATIONS OF DEFECTS FOUND
DURING INSPECTION, THE MEASURES REQUIRED AND PERFORMED TO CORRECT
SUCH DEFECTS, STATEMENTS OF FINAL APPROVAL OF WELDING AND BOLTING OF
SHOP AND FIELD CONNECTIONS, AND OTHER FABRICATION AND ERECTION DATA
PERTINENT TO THE SAFE AND PROPER WELDING AND BOLTING OF SHOP AND
FIELD CONNECTIONS. WELD INSPECTION REPORTS SHALL BE SIGNED BY AN
INSPECTOR WITH CURRENT CERTIFICATION AS AN AWS CERTIFIED WELDING
INSPECTOR (CWI). IN ADDITION TO THE PARTIES LISTED IN THIS SPECIFICATION,
THE FABRICATOR AND ERECTOR SHALL RECEIVE COPIES OF THE TEST REPORTS.
b. REJECTION OF MATERIAL OR WORKSMANSHIP: THE OWNER, ARCHITECT,
ENGINEER, AND TESTING LABORATORY RESERVE THE RIGHT TO REJECT ANY
MATERIAL OR WORKSMANSHIP NOT IN CONFORMANCE WITH THE CONTRACT
DOCUMENTS AT ANY TIME DURING THE PROGRESS OF THE WORK. HOWEVER,
THIS PROVISION DOES NOT ALLOW WAIVING THE OBLIGATION FOR TIMELY, IN
SEQUENCE INSPECTIONS.
c. REVIEW FIELD WELDER QUALIFICATIONS BY CERTIFICATION OR VERIFY BY
RETESTING. OBTAIN WELDER CERTIFICATES.
4. WELD INSPECTION AND PROCESS MONITORING:
a. WELDS PERFORMED IN THE FABRICATING SHOP MAY BE INSPECTED IN THE FIELD
UNLESS CONTINUOUS MONITORING OF THE WELDING PROCESS IS HEREIN
SPECIFIED OR IF ACCESS IN THE FIELD DUE TO OTHER WORK OR SHOP FINISHES
MAKES FIELD INSPECTION IMPRACTICAL.
b. APPROVE WELDING PROCEDURE SPECIFICATIONS SUBMITTED BY THE
CONTRACTOR. APPROVE ANY CHANGES SUBMITTED BY THE CONTRACTOR TO ANY
WPS THAT HAS ALREADY BEEN APPROVED. OBTAIN THE WELDING PROCEDURE
QUALIFICATION RECORD (WPQR) FOR EACH SUCCESSFUL WPS QUALIFICATION.
E. A FINAL INSPECTION REPORT FOR ALL ITEMS REQUIRING SPECIAL INSPECTION SHALL BE
COMPLETED AND SUBMITTED TO THE CITY OF ANAHEIM INSPECTION DIVISION.
PART II -REINFORCED CONCRETE 02
3 3/4 2 1/2 3 4 1/2 110
3/4 3 1/4 2 1/2 3 4 1/2 110
4 2 1/2 3 4 1/2 40
5/8 2 3/4 2 1/2 3 4 1/2 40
3 1/4 2 1/2 3 4 1/2 50
1/2 2 2 1/2 3 4 1/2 50
2 1/2 2 1/2 3 4 1/2 30
2 2 1/2 3 4 1/2 30
3/8 1 1/2 2 1/2 3 4 1/2 30
DIA
(IN)
EFFECTIVE
EMBEDMENT (IN)
MINIMUM
CONCRETE
THICKNESS OVER
METAL DECK (IN)
MAXIMUM DEPTH
OF METAL DECK
(IN)
MINIMUM WIDTH
OF CELL
BOTTOM (IN)
REQUIRED
TORQUE
(FT LB)
HILTI KB-TZ2 EXPANSION ANCHOR - SOFFIT OF CONCRETE FILLED DECK
(f'c = 3,000 PSI MINIMUM)
16
INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED
PERIODIC ACI 318: 26.11.1.2(b)
15 VERIFY MAINTENANCE OF SPECIFIED CONCRETE
CURING TEMPERATURE AND TECHNIQUES PERIODIC ACI 318: 26.5.3-26.5.5
14 INSPECT CONCRETE FOR PROPER APPLICATION
TECHNIQUES CONTINUOUS ACI 318: 26.5
13
PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS, AND DETERMINE
THE TEMPERATURE OF CONCRETE
CONTINUOUS
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
12 VERIFY USE OF REQUIRED CONCRETE DESIGN MIX PERIODIC ACI 318: 19, 26.4.3, 26.4.4
11
INSPECT POST-INSTALLED MECHANICAL ANCHORS
AND ADHESIVE ANCHORS WHICH ARE NOT
DEFINED IN (10)
PERIODIC ACI 318: 17.8.2, 17.8.2.4
10
INSPECT POST INSTALLED ADHESIVE ANCHORS IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS
CONTINUOUS ACI 318: 17.8.2, 17.8.2.4
9 INSPECT CONCRETE REINFORCEMENT AND VERIFY
PLACEMENT PERIODIC ACI 318: 20, 25.2, 25.3,
26.6-1-26.6-3
CONCRETE TESTING AND INSPECTION (CBC TABLE 1705.3)
8 WELDING SINGLE-PASS FILLET WELDS ≤ 5/16" PERIODIC AWS D1.1
7 WELDING SINGLE-PASS FILLET WELDS > 5/16" CONTINUOUS AWS D1.1
6 WELDING MULTI-PASS FILLET WELDS CONTINUOUS AWS D1.1
5 WELDING COMPLETE AND PARTIAL PENETRATION
GROOVE WELDS CONTINUOUS AWS D1.1
4
MATERIAL VERIFICATION OF WELD FILLER
MATERIALS. IDENTIFICATION MARKINGS TO
CONFORM TO AWS SPECIFICATION APPROVED IN
CONSTRUCTION DOCUMENTS
PERIODIC ANSI/AISC 360: A3.5
WELDING TESTING AND INSPECTION (CBC SECTION 1705.2.1)
3 STRUCTURAL STEEL CERTIFIED MILL TEST
REPORTS PERIODIC ANSI/AISC 360: A3
2
STRUCTURAL STEEL IDENTIFICATION MARKINGS
TO CONFORM TO ASTM STANDARDS SPECIFIED ON
THE APPROVED CONSTRUCTION DOCUMENTS
PERIODIC ANSI/AISC 360: A3
1
MATERIAL VERIFICATION OF BOLTS, NUTS, AND
WASHERS. IDENTIFICATION MARKINGS TO
CONFORM TO ASTM STANDARDS SPECIFIED IN THE
APPROVED CONSTRUCTION DOCUMENTS
PERIODIC ASTM
ANSI/AISC 360: A3.3
STRUCTURAL STEEL TESTING AND INSPECTION (CBC SECTION 1705.2.1)
ITEM TESTING AND INSPECTION FREQUENCY CODE REFERENCE
A. MATERIAL
1. ALL UNISTRUT FRAMING MEMBERS SHALL BE EITHER A1011 SS GR33 OR SHALL BE
A653 GR 33 PER MANUFACTURER SPECIFICATIONS.
2. ALL BOLTS AND NUTS SHALL HAVE UNIFIED COARSE SCREWS AND BE ASTM A576
GR1015 OR A1011SS GR 45 PER MANUFACTURER SPECIFICATIONS UNLESS NOTED
OTHERWISE ON PLANS AND DETAILS.
3. ALL FITTINGS ARE PUNCH-PRESS FROM HOT ROLLED, PICKLED, AND OILED STEEL
PLATES, STRIP OR COIL AND SHALL CONFORM TO ASTM A575, A576, A635, A1011 SS
GR33, OR A36 PER MANUFACTURER SPECIFICATIONS.
B. BOLT TORQUE VALUES SHALL BE ACHIEVED AS FOLLOWS PER THE UNISTRUT
SPECIFICATIONS (UNLESS NOTED OTHERWISE ON PLAN):
1. 1/4" BOLT = 6LB-FT MINIMUM, 7LB-FT MAXIMUM
2. 5/16" BOLT = 11LB-FT MINIMUM, 15LB-FT MAXIMUM
3. 3/8" BOLT = 19LB-FT MINIMUM, 25LB-FT MAXIMUM
4. 1/2" BOLT = 50LB-FT MINIMUM, 70LB-FT MAXIMUM
5. 5/8" BOLT = 100LB-FT MINIMUM, 125LB-FT MAXIMUM
6. 3/4" BOLT = 125LB-FT MINIMUM, 135LB-FT MAXIMUM
C. MANUFACTURER QUALIFICATIONS
1. THE MANUFACTURER SHALL NOT HAVE HAD LESS THAN 10 YEAR'S EXPERIENCE IN
MANUFACTURING STRUT SYSTEMS.
2. THE MANUFACTURER MUST CERTIFY ALL COMPONENTS SUPPLIED HAVE BEEN
PRODUCED IN ACCORDANCE WITH AN ESTABLISHED QUALITY ASSURANCE
PROGRAM.
D. INSTALLER QUALIFICATIONS
1. INSTALL MUST BE A UNISTRUT TRAINED MANUFACTURER'S AUTHORIZED
REPRESENTATIVE/INSTALLER WITH NOT LESS THAN 5 YEARS EXPERIENCE IN THE
INSTALLATION OF STRUT SYSTEMS.
E. DURING INSTALLATION, IT SHALL BE THE RESPONSIBILITY OF THE INSTALLER TO PROTECT
THE UNISTRUT SYSTEM FROM DAMAGE. UPON THE COMPLETION OF INSTALLATION, IT IS
THE GENERAL CONTRACTORS RESPONSIBILITY TO PROTECT THE UNISTRUT SYSTEM FROM
DAMAGE DURING THE REMAINDER OF CONSTRUCTION UNTIL SUBSTANTIAL COMPLETION.
PART V - UNISTRUT SPECIFICATIONS 11
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
OS
OS
OS OS
OS
OS
2.7
2.5
2.3
1.4
F G H J K
1501
LOBBY
LOBBY
1529
ENVIRONMENTAL
SERVICES CLOSET
EVSRM
1509
STORAGE, GENERAL
SGENL
1507
IMAGING, MAMMOGRAPHY
IMAMO
1506
IMAGING, GEN
IGENL
1513
ACCESSIBLE DRESSING
BOOTH
DRSSA 1502
CORRIDOR
CORRD
1517
TOILET/LAV, GENERAL
TLGEN
1518
TOILET/LAV, GENERAL
TLGEN
1505
SHELL SPACE
SHELL
1617
OFFICE, PROVIDER
OPROV
1602
HALLWAY
HALLW
1701
WAITING AREA, GENERAL
WTAGN
1507A
ACCESSIBLE DRESSING
BOOTH
DRSSA
30"X36" CLR
1506A
CONTROL ROOM
CRRAD
1514
TECH WORKSTATION
WSGEN
1504B
HALLWAY
HALLW
15
0
5
1504 15
0
6
15
1
1
1511
DRESSING BOOTH
DRSSB
15
1
3
1504A
HALLWAY
HALLW
1510
SUBWAIT ROOM
1508
HALLWAY
HALLW
1
2.7
2.5
2.3
1.4
F G H J K
2
RAUN 216-8
RAUN 216-5
RAUN 216-6
4'-0"
4'
-
0
"
4'
-
0
"
5'-0"
SAWCUT PER
(E) 4" THICK SLAB-ON-GRADE, f'c=3000PSI
STEEL FOR HALF HEIGHT
WALL PER
SAWCUT PER 23/S5-01
23/S5-01
19/S5-01
SAWCUT FOR WASTE
CONNECTION PER .
REF ARCH AND PLUMBING
FOR EXTENTS
23/S5-01
1'
-
3
"
LOCATION WHERE WALL
TRANSITIONS TO FULL HEIGHT
1'
-
6
"
SAWCUT FOR ELECTRICAL CONDUIT
BETWEEN RAUN 216-6 AND RAUN
216-5 PER . REF ARCH AND
PLUMBING FOR EXTENTS
23/S5-01
RAUN 216-11
2'-0"
2'
-
0
"
(N) 10" THICK SOG, ECCENTRIC TO
FACE OF EXISTING STRUCTURAL
WALL AS SHOWN. SAWCUT PER
, REINFORCE PER
SEE NOTE 4
23/S5-01 18/S5-01
(N) 10" THICK SOG CENTERED ON
COLUMN AS SHOWN. SAWCUT PER
, REINFORCE PER
SEE NOTE 4
23/S5-01 18/S5-01
(N) 10" THICK SOG CENTERED ON
COLUMN AS SHOWN. SAWCUT PER
, REINFORCE PER 23/S5-01 18/S5-01
2'-0"
2'
-
0
"
2'-0"
2'
-
0
"
(N) 10" THICK SOG CENTERED ON
COLUMN AS SHOWN. SAWCUT PER
, REINFORCE PER 23/S5-01 18/S5-01
2'
-
0
"
2'-0"
RAUN 216-9 AND
RAUN 216-10
1'-8"2'-2" 2'-2" 2'-2" 2'-2" 2'-2"
2.7
2.5
2.3
1.4
F G H J K
2
1'-0"
HS
S
8
x
4
x
3
/
8
HS
S
8
x
4
x
3
/
8
HSS8x4x3/8
HSS8x4x3/8
HSS8x4x3/8
(4) HSS5x5x3/8 POSTS
LOCATED IN NEW WALLS
PER
P1001 UNISTRUT SPANNING
BETWEEN HSS BEAMS TO
SUPPORT CEILING
EQUIPMENT, PER
13/S5-01
03/S5-01
1'-8"
9"
1'
-
0
"
EQ
E
Q
11"
4"
1.CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND PROVIDE A SUBMITTAL TO
THE ARCHITECT AND ENGINEER PRIOR TO STEEL FABRICATION. FIELD VERIFICATION TO
IDENTIFY ALL CONFLICTS WITH EXISTING STRUCTURE PRIOR TO STEEL FABRICATION.
2.REFER TO EQUIPMENT SCHEDULE ON FOR BALANCE OF EQUIPMENT INFO.
3. 2ND FLOOR FRAMING IS SHOWN WITH CEILING AND EQUIPMENT BELOW THE 2ND FLOOR.
4.CONTRACTOR RESPONSIBLE TO VERIFY EXISTING FOUNDATION PRIOR TO SAWCUTING
PROCEDURE. ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE
DRAWINGS SHALL BE REPORTED TO STRUCTURAL ENGINEER PRIOR TO DEMOLITION,
FABRICATION AND ERECTION OF ANY MEMBERS.
01/S5-01
N
NOT APPLICABLE, LEGEND NOT REQUIRED.
NOT APPLICABLE, SHEET KEYNOTES NOT REQUIRED.
R
SHEET TITLE
PROJECT
FACILITY
FAC NO:BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK:
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
S09.23018.00
Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt
5/16/2024 11:56:35 AM
S1-13
PLAN - REMODEL 1ST FLR
CA361 1
CAP028060R314412.44
1/4" = 1'-0"PLAN - REMODEL 1ST FLR 01
1/4" = 1'-0"PLAN - REMODEL 2ND FLR 03
GENERAL NOTES
SHEET KEYNOTES
LEGEND
KEY PLAN
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
N
N
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
A A
A
A
B
B
9 13/16"6 3/4" 3 1/8"
1
1
/
4
"
2
5
/
1
6
"
5
1
/
2
"
1'
-
0
5
/
8
"
1/
8
"
2 1/4"3
1
/
4
"
1'-2 9/16"
1'-3 1/2"
1'-7 11/16"
1
1
/
4
"
10
1
/
1
6
"
WALL STAND
BASE OUTLINE
ANCHOR POINTS
4-5/8"⌀HILTI
KB-TZ2
(NOMINAL EMBED = 3 1/4")
ICC ESR 4266
BASE DETAIL
0
NEW 5" THICK
SLAB-ON-GRADE
PER 18/S5-01
7'
-0"
1
2
2
1
PRIMARY MOUNTING HOLES
ALTERNATE MOUNTING HOLES
1
2
NEW SLAB
4'-0"x4'-0" MIN
NOTE:
1. REFER FOR SAWCUT PROCEDURE.23/S5-01
23/S5-01
18/S5-01
1'-1 1/2" 1'-0 7/8"
1'-2 7/16" 1'-2 7/16"
10
5
/
8
"
1'
-
1
3
/
4
"
11
1
3
/
1
6
"
CG
TABLE BASE
OUTLINE
ANCHOR POINTS
PRIMARY MOUNTING HOLES
ALTERNATE MOUNTING HOLES
1
2
2
1
2
1
2
1
2
1
FRONT
HEAD-END
FRONT OF TABLE BASE
TABLE
CG
7'-10 3/4"
4 - 5/8" DIA HILTI KB-TZ2
MIN EMBED nom = 3 1/4"
ICC#4266
1'
-
4
1
5
/
1
6
"
2'-7 1/2"
3
1
/
8
"
3'
-
1
1
/
2
"
M
A
X
NEW 5"
PER
SLAB-ON-GRADE
NOTE:
1. REFER FOR SAWCUT PROCEDURE.
4'-0"x5'-0" MIN
CL BACKING
3 5/8" 16 GAGE
METAL STUD (50KSI)
@ 16"OC MIN.
ELEVATION
7'
-
4
"
COG
BACKING, REFER
DETAIL 21/S5-01
1/2"⌀BOLT EACH TO
CABINET
RAUF 207-5
GENERATOR CABINET
(E) CONCRETE
SLAB-ON-GRADE
1'
-
5
1
/
8
"
2'-7 1/2"
EQ EQ
PLAN
COG
STUDS BACKING
2'-3 1/2"
L4x3x1/4x0'-4" LLH
WITH (3) #10" SMS
(ICC ESR 3006)
3'
-
7
1
/
2
"
1'-11 5/8"
3/8" ⌀HILTI-KBTZ 2 (ICC
ESR 4266), NOMINAL
EMBED 2 1/2"
1'
-
2
"
ANCHORS AT TOP
ANCHORS AT BASE
8"
EXTEND BACKING
AN ADDITIONAL
STUD ON EACH SIDE
OF WALL ANCHORS
EQ
E
Q
#4@12" DOWELS EACH
SIDE WITH HILTI HY200
(EMBED -4 1/2") ICC #3187
EXIST 4" SLAB-
ON-GRADE
NEW SLAB
REINFORCE WITH #4@12"
EACH WAY
NEW SLABEXIST SLAB
NOTE:
1. REFER FOR SAWCUT PROCEDURE.
2. COMPACT SOIL TO 95% RELATIVE COMPACTION.
3. REPLACE VAPOR BARRIER SYSTEM AS REQUIRED TO MATCH EXISTING.
23/S5-01
12" MIN
3" C
L
R
T
Y
P
3" CLR TYP
NOTE:
1. ENGINEER'S RECOMMENDED PROCEDURE TO SAWCUT PROPOSED OPENING INTO EXISTING
CONCRETE SLAB:
STEP 1: LAYOUT PROPOSED SAWCUT AREA
STEP 2: CORE DRILL EACH CORNER, RECOMMEND 4" MIN DIA CORE DRILL.
STEP 3: SAWCUT OPENING. DO NOT CUT BEYOND PROPOSED OPENING EXTENTS.
STEP 4: REMAINING CONCRETE AT CORNER TO BE CHIPPED OUT.
TAKE SPECIAL CARE NOT TO DAMAGE CONCRETE OUTSIDE OF PROPOSED OPENING.
CONTRACTOR MAY USE ALTERNATIVE MEANS AND METHODS TO PRODUCE OPENING IF SUCH METHOD
DOES NOT DAMAGE CONCRETE OUTSIDE OF OPENING EXTENTS AND SHALL SUBMIT ALTERNATIVE TO
THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.
SAWCUT EXTENTS, PER TO ARCH/MEP.
DO NOT OVERCUT BEYOND
PROPOSED OPENING EXTENTS.
SEE NOTE 1
REMAINING CONCRETE AT CORNER TO
BE CHIPPED OUT. TAKE SPECIAL CARE
NOT TO DAMAGE CONCRETE OUTSIDE
OF PROPOSED SAWCUT. SEE NOTE 1
4"⌀CORE DRILLED HOLE EACH
CORNER OF PROPOSED SAWCUT.
SEE NOTE 1
STUD EACH SIDE OF HSS
HSS 3x3x3/8" AT 3'-0" OC, ON
EACH SIDE OF WINDOW, AND
AT END OF WALL
1/2"Ø HILTI KBTZ2
(NOMINAL EMBED = 2 1/2")
ICC ESR 4266
EXISTING SLAB-ON-GRADE
1
1
/
2
"
3
"
3
"
1
1
/
2
"
4"
HILTI XU FASTENER
@8" OC TYPICAL
ICC #2269
BASE PLATE
1/2 x 4" x9"
STUD EACH
SIDE
SECTION A-A
2'
-
6
"
7'
-
0
"
M
A
X
5/16
L7x4x3/8 LLH TOP AND
BOTTOM WITH (2) 3/4"⌀
A307 ALL THREAD THRU
ROD, INSTALL FINGER
TIGHT AND DAMAGE
THREADS TO PREVENT
UNRAVELLING
1 1/2"
ACCEPTABLE TO FABRICATE
A 1/8" GAP AT TOP ANGLE
FOR FIELD ERECTION.
PROVIDE FINGER SHIMS
3" 2"
5/16
5/16 TYPICAL
(1/4)
(1/4)TYPICAL
(E) PLYWOOD FLOOR
L5x3x1/2 LLV EACH SIDE OF HSS
(E) FLOOR JOIST
HSS POST PER PLAN WITH STD
HOLES AT TOP CONNECTION
CEILING
NOTE:
1.ACCEPTABLE TO TRIM LEG 1" FOR ERECTION PURPOSES AND TO AVOID
CLASHES IN THE FIELD. SCREWS TO BE CENTERED ON FINAL LEG WIDTH.
2.FOR BASEPLATE ATTACHMENT AT SOG, REF .
3.CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND PROVIDE A
SUBMITTAL TO THE ARCHITECT AND ENGINEER PRIOR TO STEEL
FABRICATION. FIELD VERIFICATION TO IDENTIFY ALL CONFLICTS WITH
EXISTING STRUCTURE PRIOR TO STEEL FABRICATION.
HSS PER PLAN
(2) 1/2"⌀A307 ALL THREAD THRU
RODS WITH PLATE WASHER
EACH SIDE (1/4" X 2"X2")
SECTION A-A
VERT SLOTTED HOLE = 2"
LONG, CENTERED ON
ANGLE LEG
2"2"
1 1/2"
2"
1 1/2"
1"
EQ EQEQ EQ
1/4"⌀x3" LAG SCREW CENTERED
ON HORIZONTAL, TYPICAL
P1000 UNISTRUT
BRACING EACH SIDE
(4 TOTAL) REF
FOR UPPER
ATTACHMENT
04/S5-01
2x6 HORIZONTAL
BLOCKING
09/S5-01
SECTION B-B
1/2"⌀A307 WITH
WASHERS THRU
BOLT, TYP
P1843 FITTING
WITH 1/2"⌀BOLT
5/16
5/16
(1/4)
(1/4)PJP
EQ EQ
1
1
/
2
"
1
1
/
2
"
RECTANGULAR BASE PL3/8.
ACCEPTABLE TO ROTATE 90
TO FIT WITHIN OR PARALLEL
TO ARCHITECTURAL WALLS
1
1
/
2
"
1
1
/
2
"
3/4"⌀HILTI KB-TZ2
(ICC ESR 4266) WITH 4"
NOMINAL EMBED
HSS POST PER PLAN
NOTE:
1.REFER TO FOR BALANCE OF INFO.13/S5-01
ACCEPTABLE TO PROVIDE
1/2" MAX GROUT FOR
LEVELING. GROUT TO BE
f'c=4000PSI NON-SHRINK
1
1
/
2
"
3"
1
1
/
2
"
1 1/2"1/2" GAP
L4x4x1/4 EACH SIDE. ACCEPTABLE
TO FABRICATE 1/8" GAP ON ONE
SIDE FOR FIELD ERECTION,
PROVIDE FINGER SHIMS
(2) 3/4"⌀A307 ALL THREAD THRU
RODS. INSTALL FINGER TIGHT AND
DAMAGE THREADS TO PREVENT
UNRAVELING
3/16
3/16 TYPICAL
(1/4)
(1/4)TYPICAL
NOTE:
1.REFER TO FOR BALANCE OF INFO.
HSS GIRDER
PER PLAN
HSS BEAM PER PLAN
03/S5-01
L2x2x1/4x0'-4" AT EACH UNISTRUT
EACH SIDE AS SHOWN
3/16 3 SIDES, TYP
EQUIPMENT RAIL ATTACHED TO
UNISTRUT PER MANUFACTURER/OPM
1/4" TO 1/2" GAP ALLOWED
FOR FIELD INSTALL OF UNISTRUT
CEILING
(1/4)TYP
EXTENSION
1" MIN
NOTE:
1.REFER TO AND FOR BALANCE OF INFO.
HSS BEAM PER PLAN
UNISTRUT PER PLAN
08/S5-01 13/S5-01
EXTEND UNISTRUT
AS SHOWN FOR
CONNECTION
21/S5-01
11/S5-01
01/S5-02
01/S5-02
16/S5-01
02/S5-01
EQ
E
Q
EQ EQ
21 1/2"
3
3
/
4
"
16
9
/
1
6
"
14"
(2) 1/4" SMS AS SHOWN
(ICC ESR 3006)
COG
(E) TOP OF FLOOR
CENTERLINE OF 6" 16 GAGE
BACKING. REFER TO 07/S5-01
3-#10 SMS
TYP
EXISTING OR NEW IF
NOT EXISTING 4"
16GA STUDS @16"
(PER NOTE 2)
CONT 600T150-54
BACKING
(UNPUNCHED)
CUT LEG
AT STUD
TYP
PER NOTE 1
BACKING LENGTH
NOTES:
1. 3 STUD SPACES MINIMUM, UNO AND 1 STUD SPACE
BEYOND EQUIPMENT EACH END.
2. CONTRACTOR SHALL VERIFY EXISTING STUDS AND
NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER OF ANY DISCREPANCIES.
3/8" MIN
3/4" MIN
P1000
BRACING
PROVIDE 2x6 HORIZONTAL
BLOCKING P1000 BRACE.
EXTEND HORIZONTAL
BLOCKING ONE BAY BEYOND
BRACE EACH SIDE AS SHOWN 6" MAX
1/2"⌀A307 WITH
WASHERS THRU
BOLT, TYP
(4) 0.160x3" STRONG
DRIVE SDWS SCREWS
EACH EXISTING JOIST
1/4" BENT
PLATE GRADE
A36, TYP
NOTE:
1. REFER TO FOR BALANCE OF INFO.13/S5-01
P1843 FITTING
WITH 1/2"⌀BOLT
DUCT REF NOTES #1&2
SAWCUT FOR
NEW TRENCH
NEW CONCRETE SLAB
f'c = 4000 PSI MIN
#4x14" LONG @12" DOWELS
EACH SIDE WITH HILTI HY200
(EMBED = 6") ICC #3187,
CENTER ON SLAB
PER NOTE #1
NOTES:
1.REFER ARCH FOR LOCATION OF SAWCUT AT SLAB-ON-GRADE.
2.LOCATE REBAR TO NOT CONFLICT WITH TRENCH DUCT.
3.REPLACE VAPOR BARRIER SYSTEM AS REQUIRED TO MATCH EXISTING.
4. REFER DETAIL 23/S5-01 FOR SAWCUT PROCEDURE.
5.FLOOR DUCT SIZE NOT TO EXCEED 5"WIDE X 2 1/2" DEEP MOUNTED FLUSH WITH FINISHED FLOOR.
PER NOTE #3
8" SLAB
0
#4@12" CONT (3 MIN)
#4@12"
2'-0"
TRENCH FOR FLOOR
DUCT, NOTE 5
EQ
E
Q
4" EXISTING SLAB-ON-GRADE
0
1 1/2" CLR
R
SHEET TITLE
PROJECT
FACILITY
FAC NO:BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK:
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
S09.23018.00
Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt
6/27/2024 11:35:56 AM
S5-01
DETAILS
CA361 1
CAP028060R314412.44
NO SCALEYSIO MAX WALL STAND 21 NO SCALEYSIO MAX TABLE 11NO SCALEPOLYDOROS R80 GENERATOR CABINET 16
NO SCALENEW TO EXISTING SLAB-ON-GRADE DOWELS 18NO SCALESLAB-ON-GRADE SAWCUT PROCEDURE 23
NO SCALEPARTIAL HEIGHT WALL 19
NO SCALEGENRAD STEEL HSS @ WOOD - POST 13
NO SCALEGENRAD STEEL HSS VERTICAL BASEPLATE 09
NO SCALEGENRAD STEEL HSS @ WOOD - BEAM 08 NO SCALEGENRAD STEEL HSS @ WOOD - UNISTRUT 03
NO SCALEEQUIPMENT SCHEDULE 01
RAUN 216-11 GRID HOLDER 22LB
RAUN 216-10 CEILING RAILS FOR X-RAY TUBE SUSPENSION 59 LB
RAUN 216-9 3M YSIO MAX AIM FAST BRIDGE AND X-RAY TUBE STAND 846 LB
RAUN 216-8 YSIO MAX WALL STAND WITH FIXED DETECTOR 661 LB
RAUN 216-6 POLYDOROS R80 (80KW) GENERATOR CABINET 883 LB
RAUN 216-5 YSIO MAX TABLE WITH MOBILE DETECTOR 1235 LB (INCLUDE 400LB
PATIENT LOAD)
EQUIPMENT DESCRIPTION OPERATING WEIGHT DETAIL REFERENCE
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
NO SCALEGRID HOLDER 02NO SCALETYPICAL METAL STUD BACKING 07
NO SCALEUPPER KICKER ATTACHMENT 04NO SCALENEW SAWCUT FOR TRENCH DUCT 24
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
PLAN CHECK CORRECTIONS 07/01/2024PLAN CHECK CORRECTIONS 07/02/2024
1900 E 4th St -
1011190678/9/2024
A
A
MAX
6"
REF PLAN
32
"
RAIL STRUCTURE PER PLAN,
AND PER DETAILS
, ,
SECTION A-A
P1001 SUB RAILS
PER PLAN
UNISTRUT P1008M10
NUT TO UNISTRUT
SUPPORT STRUCTURE
SIEMENS EQUIPMENT
RAIL
C.G. WT
SUPPORT POINT
(PER SECTION ON
A-A) TYPICAL
4'
-
1
0
1
/
8
"
SIEMENS LONGITUDINAL
RAIL
C.G. WT
EQ EQ
TO WHEEL MIN
32" WHEEL
TRANSVERSE BRIDGE
ELEVATION
PLAN
CEILING
CEILING
FLEXIBLE CABLE
GUIDERAIL
5"
2'
-
1
"
03/S5-01
08/S5-01 09/S5-01 13/S5-01
R
SHEET TITLE
PROJECT
FACILITY
FAC NO:BLDG NO:FLOOR LEV:SECTION:
KP PROJ. NO.
MATTERPORT LINK:
555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
ARCHITECT
CONSULTANT
ARCHITECT SEAL CONSULTANT SEAL
KAISER FOUNDATION HOSPITALS
NATIONAL FACILITIES SERVICES
1800 HARRISON STREET OAKLAND,
CALIFORNIA 94612
ISSUE / REVISION LOG
NO.ISSUED DATE
0
5'
50
'
GR
A
P
H
I
C
S
C
A
L
E
S
:
1/
1
6
"
=
1
'
-
0
"
0
25
'
1/
8
"
=
1
'
-
0
"
5'
0
12
'
1/
4
"
=
1
'
-
0
"
1'
0
6'
1/
2
"
=
1
'
-
0
"
1'
0
2'
1-
1
/
2
"
=
1
'
-
0
"
0
1'
3"
=
1
'
-
0
"
IF
T
H
I
S
S
H
E
E
T
I
S
N
O
T
30
"
x
4
2
"
,
I
T
I
S
A
R
E
D
U
C
E
D
PR
I
N
T
-
S
C
A
L
E
AC
C
O
R
D
I
N
G
L
Y
AGENCY APPLICATION NUMBER
AGENCY APPROVAL STAMP
THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
HZ PROJ. NO.
Phone 310.820.4600 | Fax 310.207.4215
www.huitt-zollars.com
S09.23018.00
Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt
5/16/2024 11:56:37 AM
S5-02
DETAILS
CA361 1
CAP028060R314412.44
NO SCALENOT USED 21 NO SCALENOT USED 11NO SCALENOT USED 16
NO SCALENOT USED 24
NO SCALENOT USED 18NO SCALENOT USED 23
NO SCALENOT USED 19
NO SCALENOT USED 13
NO SCALENOT USED 09
NO SCALENOT USED 08 NO SCALENOT USED 03
NO SCALENOT USED 04
SANTA ANA MEDICAL OFFICES
1900 E. 4TH ST.
SANTA ANA, CA 92701
SOCC 2023 R RAD SAN 1ST FLOOR
GEN RAD REPLACEMENT (5284)
NO SCALECEILING BRIDGE AND X-RAY TUBE STAND 01
NO SCALENOT USED 12
NO SCALENOT USED 14
NO SCALENOT USED 17NO SCALENOT USED 22
CITY SUBMITTAL 04/19/2024
BID SET 05/20/2024
1900 E 4th St -
1011190678/9/2024
1900 E 4th St -
1011190678/9/2024
YES NO
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1900 E 4th St -
1011190678/9/2024
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Updated: 06/02/2020 rs
1900 E 4th St -
1011190678/9/2024
310.254.1900 main
633 West 5th St, Suite 7200 · Los Angeles, California 90071
STRUCTURAL CALCULATION PACKAGE
K a i s e r S A N 1 s t F l o o r G e n R a d
SANTA ANA, CALIFORNIA
JOB NUMBER S09-23018-00
City Submittal
April 19, 2024
1900 E 4th St -
1011190678/9/2024
Select an office phone number.
633 West 5th St, Suite 7200 · Los Angeles, California 90071
TABLE OF CONTENTS
1.00 Floor Mounted Equipment................................................................................................. 3
1.01- RAUN 216-8 - YSI MAX WALL STAND (21/S5-01).............................................................4
1.02- RAUN 216-5 - YSI TABLE (11/S5-01)................................................................................15
1.03- RAUN 216-6 - POLYDOROS R80 (80KW) GENERATOR CABINET (16/S5-01)....................26
1.04-RAUN 216-11 - GRID HOLDER CABINET (02/S5-01)..........................................................37
1.05-PARTIAL HEIGHT WALL (19/S5-01)…………………………........................................................41
2.00 Equipment at ceiling.......................................................................................................... 52
2.01- RAUN 216-10 - Analysis of ceiling structure (01/S5-02)..................................................53
2.02- RAUN 216-10 - Design of ceiling structure (01/S5-02)....................................................68
2.03- RAUN 216-10 – Soil Bearing Check (01/S5-02)................................................................75
2.04- RAUN 216-10 - Hilti Anchorage Report (01/S5-09).........................................................80
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.00 - Floor Mounted Equipment
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.01 - RAUN 216-8 - YSI MAX WALL STAND
DETAIL 21/S5-01
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
RAUN 216-8 YSI MAX WALL STAND (DETAIL 21/S5-01)
Operating Weight (including 400 lb patient)
≔Wp 661 lbf
Seismic Parameters
≔SDS 1.029 ≔Ip 1.5
≔Ωo 1.5
FLOOR ATTACHMENT - MECHANICAL & ELECTRICAL
≔z 0 Component point of attachment elevation with respect to the base
≔h 1 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 1st FLOOR
≔Fpmax =⋅⋅1.6 SDS Ip 2.47 ≔Fpmin =⋅⋅0.3 SDS Ip 0.463
≔ap 1.0 ≔Rp 1.5 WALL STANDS SEISMIC PARAMETERS AS PER OSP-280
≔Fp =⋅―――――⋅⋅0.4 ap SDS
――Rp
Ip
((+1 ⋅2 z_h_ratio))0.412
≔Fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.463
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
CALCULATE MOMENT AT BASE ANCHORAGE
Equipment Geometry:
≔L 14.563 in ≔B 10.063 in ≔H 84 in
(Lenght) (Front of cab.) (Width) (Depth of cab.) (Height)
≔hc =⋅―5
7 H 60 in
Location of centroid along height of cabinet.
Excentricity from centroid along Length, L. "ex" is to the left edge ,
"ey" is to the right edge≔ex 0 in ≔ey ⋅0 in
≔nL 2 ≔nB 2 ≔n =⋅nL nB 4
Number of anchors along L and B.
≔EH =⋅Fp Wp 306.08 lbf
≔EHΩ =⋅⋅Ωo Fp Wp 459.11 lbf
≔Ev =⋅⋅0.2 SDS Wp 136.03 lbf
Global Forces:
≔P =+⋅-0.9 Wp Ev -458.87 lbf
≔M =⋅EH hc 18364.56 ⋅in lbf
≔MΩ =⋅EHΩ hc 27546.84 ⋅in lbf
Anchorage Forces - No Overstrenght Factor:
≔Flong =⋅―――⋅EH hc
⋅nB L
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
630.52 lbf
≔Ftrans =⋅―――⋅EH hc
⋅nL B
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
912.48 lbf
≔Vlong =⋅――EH
n
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
76.52 lbf
≔Vtrans =⋅――EH
n
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
76.52 lbf
Tension due to 100% load about longitudinal
axis plus 30% load about the transverse axis.
This force governs for anchor design
≔T =
⎛
⎜
⎝
-+max ⎛⎝,Flong Ftrans⎞⎠⋅0.3 min ⎛⎝,Flong Ftrans⎞⎠―――――
⎛⎝-⋅0.9 Wp Ev⎞⎠
n
⎞
⎟
⎠
986.92 lbf
≔V =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,Vlong Vtrans⎞⎠
2 ⎛⎝⋅0.3 min ⎛⎝,Vlong Vtrans⎞⎠⎞⎠2 79.89 lbf
Anchorage Forces - With Overstrenght Factor:
≔ΩFlong =⋅―――⋅EHΩ hc
⋅nB L
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
945.78 lbf
≔ΩFtrans =⋅―――⋅EHΩ hc
⋅nL B
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
1368.72 lbf
≔ΩVlong =⋅――EHΩ
n
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
114.78 lbf
≔ΩVtrans =⋅――EHΩ
n
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
114.78 lbf
≔TΩ =
⎛
⎜
⎝
-+max ⎛⎝,ΩFlong ΩFtrans⎞⎠⋅0.3 min ⎛⎝,ΩFlong ΩFtrans⎞⎠―――――
⎛⎝-⋅0.9 Wp Ev⎞⎠
n
⎞
⎟
⎠
1537.74 lbf
≔VΩ =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,ΩVlong ΩVtrans⎞⎠
2 ⎛⎝⋅0.3 min ⎛⎝,ΩVlong ΩVtrans⎞⎠⎞⎠2 119.83 lbf
* See following pages for Hilti Calcs
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
1
3/4/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 5/8 (2 3/4) hnom1
Item number: 2210270 KB-TZ2 5/8x4 1/4
Effective embedment depth: hef,act = 2.750 in., hnom = 3.250 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-19 / Mech
Stand-off installation:
Profile:
Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 5.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Geometry [in.] & Loading [lb, in.lb]
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
2
3/4/2024
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 1,538; Vx = 0; Vy = 120;
Mx = 0; My = 0; Mz = 0;
no 40
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1,538 120 0 120
max. concrete compressive strain: - [‰]
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*1,538 13,157 12 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**1,538 3,937 40 OK
* highest loaded anchor **anchor group (anchors in tension)
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
3
3/4/2024
3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.2]futa [psi]
0.16 106,704
Calculations
Nsa [lb]
17,542
Results
Nsa [lb]f steel f Nsa [lb]Nua [lb]
17,542 0.750 13,157 1,538
3.2 Concrete Breakout Failure
Ncb = (ANc
ANc0)y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1a)
f Ncb ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.]ca,min [in.]y c,N cac [in.]kc l a f'
c [psi]
2.750 ∞1.000 10.000 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
68.06 68.06 1.000 1.000 6,057
Results
Ncb [lb]f concrete f Ncb [lb]Nua [lb]
6,057 0.650 3,937 1,538
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
4
3/4/2024
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*120 6,668 2 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**120 8,480 2 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]
0.16 106,704
Calculations
Vsa [lb]
10,259
Results
Vsa [lb]f steel f Vsa [lb]Vua [lb]
10,259 0.650 6,668 120
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
5
3/4/2024
4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a)
f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ca,min [in.]y c,N
2 2.750 ∞1.000
cac [in.]kc l a f'
c [psi]
10.000 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
68.06 68.06 1.000 1.000 6,057
Results
Vcp [lb]f concrete f Vcp [lb]Vua [lb]
12,114 0.700 8,480 120
5 Combined tension and shear loads, per ACI 318-19 section 17.8
bN bV z Utilization bN,V [%]Status
0.391 0.018 5/3 22 OK
bNV = bz
N + bz
V <= 1
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
6
3/4/2024
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
Fastening meets the design criteria!
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
7
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
7
3/4/2024
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 5/8 (2 3/4)
hnom1
Profile: - Item number: 2210270 KB-TZ2 5/8x4 1/4
Hole diameter in the fixture: - Maximum installation torque: 481 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.625 in.
Hole depth in the base material: 3.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 5.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 3.25 in embedment, 5/8 (2 3/4) hnom1, Carbon steel, installation per ESR-4266
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-8 YSI MAX WALL STAND
Page:
Specifier:
E-Mail:
Date:
8
3/4/2024
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.02 - RAUN 216-5 - YSI TABLE
DETAIL 11/S5-01
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
RAUN 216-5 YSI TABLE (DETAIL 11/S5-01)
Operating Weight (including 400 lb patient)
≔Wp 1235 lbf
Seismic Parameters
≔SDS 1.029 ≔Ip 1.5
≔Ωo 1.5
FLOOR ATTACHMENT - MECHANICAL & ELECTRICAL
≔z 0 Component point of attachment elevation with respect to the base
≔h 1 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 1st FLOOR
≔Fpmax =⋅⋅1.6 SDS Ip 2.47 ≔Fpmin =⋅⋅0.3 SDS Ip 0.463
≔ap 1.0 ≔Rp 1.5 PATIENT TABLES SEISMIC PARAMETERS AS PER OSP-280
≔Fp =⋅―――――⋅⋅0.4 ap SDS
――Rp
Ip
((+1 ⋅2 z_h_ratio))0.412
≔Fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.463
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
CALCULATE MOMENT AT BASE ANCHORAGE
Equipment Geometry:
≔L 26.375 in ≔B 10.625 in ≔H 37.5 in
(Lenght) (Front of cab.) (Width) (Depth of cab.) (Height)
≔hc =H 37.5 in Location of centroid along height of cabinet.
Excentricity from centroid along Length, L. "ex" is to the left edge ,
"ey" is to the right edge≔ex 0 in ≔ey ⋅0 in
≔nL 2 ≔nB 2 ≔n =⋅nL nB 4 Number of anchors along L and B.
≔EH =⋅Fp Wp 571.87 lbf
≔EHΩ =⋅⋅Ωo Fp Wp 857.8 lbf
≔Ev =⋅⋅0.2 SDS Wp 254.16 lbf
Global Forces:
≔P =+⋅-0.9 Wp Ev -857.34 lbf
≔M =⋅EH hc 21445 ⋅in lbf
≔MΩ =⋅EHΩ hc 32167.5 ⋅in lbf
Anchorage Forces - No Overstrenght Factor:
≔Flong =⋅―――⋅EH hc
⋅nB L
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
406.54 lbf
≔Ftrans =⋅―――⋅EH hc
⋅nL B
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
1009.18 lbf
≔Vlong =⋅――EH
n
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
142.97 lbf
≔Vtrans =⋅――EH
n
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
142.97 lbf
Tension due to 100% load about longitudinal
axis plus 30% load about the transverse axis.
This force governs for anchor design
≔T =
⎛
⎜
⎝
-+max ⎛⎝,Flong Ftrans⎞⎠⋅0.3 min ⎛⎝,Flong Ftrans⎞⎠―――――
⎛⎝-⋅0.9 Wp Ev⎞⎠
n
⎞
⎟
⎠
916.8 lbf
≔V =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,Vlong Vtrans⎞⎠
2 ⎛⎝⋅0.3 min ⎛⎝,Vlong Vtrans⎞⎠⎞⎠2 149.26 lbf
Anchorage Forces - With Overstrenght Factor:
≔ΩFlong =⋅―――⋅EHΩ hc
⋅nB L
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
609.81 lbf
≔ΩFtrans =⋅―――⋅EHΩ hc
⋅nL B
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
1513.76 lbf
≔ΩVlong =⋅――EHΩ
n
⎛
⎜
⎝
+1 ――⋅2 ey
B
⎞
⎟
⎠
214.45 lbf
≔ΩVtrans =⋅――EHΩ
n
⎛
⎜
⎝
+1 ――⋅2 ex
L
⎞
⎟
⎠
214.45 lbf
≔TΩ =
⎛
⎜
⎝
-+max ⎛⎝,ΩFlong ΩFtrans⎞⎠⋅0.3 min ⎛⎝,ΩFlong ΩFtrans⎞⎠―――――
⎛⎝-⋅0.9 Wp Ev⎞⎠
n
⎞
⎟
⎠
1482.37 lbf
≔VΩ =‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾+max ⎛⎝,ΩVlong ΩVtrans⎞⎠
2 ⎛⎝⋅0.3 min ⎛⎝,ΩVlong ΩVtrans⎞⎠⎞⎠2 223.89 lbf
* See following pages for Hilti Calcs
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
1
3/4/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 5/8 (2 3/4) hnom1
Item number: 2210270 KB-TZ2 5/8x4 1/4
Effective embedment depth: hef,act = 2.750 in., hnom = 3.250 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-19 / Mech
Stand-off installation:
Profile:
Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 5.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Geometry [in.] & Loading [lb, in.lb]
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
2
3/4/2024
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 1,482; Vx = 0; Vy = 224;
Mx = 0; My = 0; Mz = 0;
no 38
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1,482 224 0 224
max. concrete compressive strain: - [‰]
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*1,482 13,157 12 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**1,482 3,937 38 OK
* highest loaded anchor **anchor group (anchors in tension)
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
3
3/4/2024
3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.2]futa [psi]
0.16 106,704
Calculations
Nsa [lb]
17,542
Results
Nsa [lb]f steel f Nsa [lb]Nua [lb]
17,542 0.750 13,157 1,482
3.2 Concrete Breakout Failure
Ncb = (ANc
ANc0)y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1a)
f Ncb ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.]ca,min [in.]y c,N cac [in.]kc l a f'
c [psi]
2.750 ∞1.000 10.000 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
68.06 68.06 1.000 1.000 6,057
Results
Ncb [lb]f concrete f Ncb [lb]Nua [lb]
6,057 0.650 3,937 1,482
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
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Date:
4
3/4/2024
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*224 6,668 4 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**224 8,480 3 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]
0.16 106,704
Calculations
Vsa [lb]
10,259
Results
Vsa [lb]f steel f Vsa [lb]Vua [lb]
10,259 0.650 6,668 224
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
5
3/4/2024
4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a)
f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ca,min [in.]y c,N
2 2.750 ∞1.000
cac [in.]kc l a f'
c [psi]
10.000 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
68.06 68.06 1.000 1.000 6,057
Results
Vcp [lb]f concrete f Vcp [lb]Vua [lb]
12,114 0.700 8,480 224
5 Combined tension and shear loads, per ACI 318-19 section 17.8
bN bV z Utilization bN,V [%]Status
0.376 0.034 5/3 20 OK
bNV = bz
N + bz
V <= 1
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
6
3/4/2024
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
Fastening meets the design criteria!
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
7
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
7
3/4/2024
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 5/8 (2 3/4)
hnom1
Profile: - Item number: 2210270 KB-TZ2 5/8x4 1/4
Hole diameter in the fixture: - Maximum installation torque: 481 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.625 in.
Hole depth in the base material: 3.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 5.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 3.25 in embedment, 5/8 (2 3/4) hnom1, Carbon steel, installation per ESR-4266
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-5 YSI TABLE
Page:
Specifier:
E-Mail:
Date:
8
3/4/2024
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.03 - RAUN 216-6
POLYDOROS R80 (80KW) GENERATOR CABINET
DETAIL 16/S5-01
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
RAUN 216-6 POLYDOROS R80 (80KW) GENERATOR CABINET (DETAIL 16/S5-01)
Operating Weight
≔Wp 883 lbf
Seismic Parameter
≔SDS 1.029 ≔Ip 1.0
≔Ωo 2.0
FLOOR ATTACHMENT - CABINETS
≔z 0 Component point of attachment elevation with respect to the base
≔h 1 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 1ST LEVEL
≔Fpmax =⋅⋅1.6 SDS Ip 1.646 ≔Fpmin =⋅⋅0.3 SDS Ip 0.309
≔ap 2.5 ≔Rp 6.0 SEISMIC PARAMETERS AS PER OSP-280
≔Fp =⋅―――――⋅⋅0.4 ap SDS
――Rp
Ip
((+1 ⋅2 z_h_ratio))0.172
≔Fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.309
(E) 4" thick 3000psi concrete
slab
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
CALCULATE MOMENT AT BASE ANCHORAGE
Equipment Geometry:
≔L 31.5 in ≔B 17.125 in ≔H 88 in
(Lenght) (Front of cab.) (Width) (Depth of cab.) (Height)
≔hc =43.5 in 43.5 in Location of centroid along height of cabinet.
Excentricity from centroid along Length, L. "ex" is to the left edge ,
"ey" is to the right edge. ≔ex ⋅0 in ≔ey ⋅0 in
≔nL 2 ≔nB 2 ≔n =⋅nL nB 4 Number of anchors along L and B.
≔EH =⋅Fp Wp 272.58 lbf
≔EHΩ =⋅⋅Ωo Fp Wp 545.16 lbf
≔Ev =⋅⋅0.2 SDS Wp 181.72 lbf
Global Forces:
≔P =+⋅-0.9 Wp Ev -612.98 lbf
≔M =⋅EH hc 11857.32 ⋅in lbf
≔MΩ =⋅EHΩ hc 23714.64 ⋅in lbf
Equipment is anchored at the base and at the top to the wall. Due to top connection, there is no overturning tension at the base anchors. When the
seismic load is perpendicular to the wall the base anchors are in shear and the wall anchors are in tension. When the seismic load is parallel to the
wall the base anchors are in shear and the wall anchors are also in shear. Refer to the following calculations for anchor forces.
Loads at Base- Seismic Load Perpendicular to wall
≔F_total =
⎛
⎜
⎝
――EH
2
⎞
⎟
⎠
136.291 lbf Horizontal load at base. Load is distributed equally to top and bottom.
≔Vomega_tot =⋅Ωo ⎛⎝F_total⎞⎠272.582 lbf Shear load at base including omega for anchors into concrete.
≔Vomega_anch =――――Vomega_tot
2 136.291 lbf Omega shear load at base divided by 2 anchors into concrete.
Loads at Base - Seismic Load Parallel to wall. See Hilti calculation for anchorage into concrete.
Loads at Top- Seismic Load Perpendicular to wall
≔F_total =
⎛
⎜
⎝
――EH
2
⎞
⎟
⎠
136.291 lbf
(2) Brackets with 3 screws each, 6 screws in total.
≔Nscrew 6
≔Tscrew =―――F_total
Nscrew
22.715 lbf
≔Rnt 109 lbf Pull out capacity (#10 SMS 43 mil). See available screw capacity table below.
≔DCRT =―――Tscrew
Rnt
0.208 Screw tension capacity >> demand, Design Acceptable
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
RAUN 216-6: Connection at the Top
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Check CFMF Vertical Stud Capacity
Vertical Stud Elevation View:
≔L 16.0 ft Floor height
≔Z =H 88 in Assume worst case, H is
height of equipment
≔P =F_total 136.291 lbf Load applied to CFMF stud
(assume top connection is aligned
with single vertical stud)
≔Moment_Max =―――――⋅⋅P Z ((-L Z))
L
6.497 ⋅kip in
LRFD load level
≔Sxe 0.444 ((in))3 Section properties for 362S162-54
≔Fy 50 ksi
≔Moment_Capacity =⋅⋅0.6 Sxe Fy 13.32 ⋅kip in
≔DCRF =―――――Moment_Max
⋅⋅17.18 kip in
0.378
Loads at Top - Seismic Load Parallel to wall
≔F_total =
⎛
⎜
⎝
――EH
2
⎞
⎟
⎠
136.291 lbf
(2) Brackets with 3 screws each, 6 screws in total.
≔Nscrew 6
≔Vscrew =―――F_total
Nscrew
22.715 lbf
≔Rns 263 lbf Shear capacity (#10 SMS 43 mil). See available screw capacity table below.
≔DCRT =―――Tscrew
Rnt
0.208 Screw shear capacity >> demand, Design Acceptable
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-6 POLYDOROS R80 GEN CABINET
Page:
Specifier:
E-Mail:
Date:
1
3/11/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2) hnom1
Item number: 2210234 KB-TZ2 3/8x2 1/2
Effective embedment depth: hef,act = 1.500 in., hnom = 1.875 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-19 / Mech
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 4.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Geometry [in.] & Loading [lb, in.lb]
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-6 POLYDOROS R80 GEN CABINET
Page:
Specifier:
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Date:
2
3/11/2024
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 0; Vy = 137;
Mx = 0; My = 0; Mz = 0;
no 10
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0 137 0 137
max. concrete compressive strain: - [‰]
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*N/A N/A N/A N/A
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**N/A N/A N/A N/A
* highest loaded anchor **anchor group (anchors in tension)
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
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Design:
Fastening point:
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RAUN 216-6 POLYDOROS R80 GEN CABINET
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3/11/2024
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*137 2,097 7 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**137 1,479 10 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]
0.05 126,204
Calculations
Vsa [lb]
3,226
Results
Vsa [lb]f steel f Vsa [lb]Vua [lb]
3,226 0.650 2,097 137
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
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Design:
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|
RAUN 216-6 POLYDOROS R80 GEN CABINET
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3/11/2024
4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1a)
f Vcp ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ca,min [in.]y c,N
1 1.500 ∞1.000
cac [in.]kc l a f'
c [psi]
5.000 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
20.25 20.25 1.000 1.000 2,113
Results
Vcp [lb]f concrete f Vcp [lb]Vua [lb]
2,113 0.700 1,479 137
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
Fastening meets the design criteria!
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
RAUN 216-6 POLYDOROS R80 GEN CABINET
Page:
Specifier:
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Date:
5
3/11/2024
6 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2)
hnom1
Profile: - Item number: 2210234 KB-TZ2 3/8x2 1/2
Hole diameter in the fixture: - Maximum installation torque: 361 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.375 in.
Hole depth in the base material: 2.000 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 3.250 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 1.875 in embedment, 3/8 (1 1/2) hnom1, Carbon steel, installation per ESR-4266
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
1900 E 4th St -
1011190678/9/2024
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Company:
Address:
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Design:
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RAUN 216-6 POLYDOROS R80 GEN CABINET
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7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.04 - RAUN 216-11 - GRID HOLDER CABINET
DETAIL 02/S5-01
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
RAUN 216-11 GRID HOLDER CABINET (DETAIL 02/S5-01)
Operating Weight
≔Wp 22 lbf
Seismic Parameter
≔SDS 1.029 ≔Ip 1.0
≔Ωo 2.0
FLOOR ATTACHMENT - CABINETS
≔z 0 Component point of attachment elevation with respect to the base
≔h 289.5 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 1ST LEVEL
≔Fpmax =⋅⋅1.6 SDS Ip 1.646 ≔Fpmin =⋅⋅0.3 SDS Ip 0.309
≔ap 2.5 ≔Rp 6.0 SEISMIC PARAMETERS AS PER OSP-280
≔Fp =⋅―――――⋅⋅0.4 ap SDS
――Rp
Ip
((+1 ⋅2 z_h_ratio))0.172
≔Fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.309
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
CALCULATE MOMENT AT WALL ANCHORAGE
Equipment Geometry:
≔L 12.8 in ≔B 14.0 in
(Lenght) (Width) (Depth of cab.)
≔hc 6 in Location of centroid along height of cabinet.
Location of centroid along Length, L. "ex" is to the left edge , "ey"
is to the right edge. ≔ex ⋅0 in ≔ey ⋅0 in
≔nL 1 ≔nB 2 ≔n =⋅nL nB 2 Number of anchor points along L and B.
≔fD 1.2 ≔fEv 1.0 ≔fEh 1.0
≔EH =⋅Fp Wp 6.79 lbf
≔EHΩ =⋅⋅Ωo Fp Wp 13.58 lbf
≔Ev =⋅⋅0.2 SDS Wp 4.53 lbf
Global Forces:
≔P =+⋅fD Wp ⋅fEv Ev 30.93 lbf
≔Mp =⋅P hc 185.57 ⋅in lbf
≔M =⋅⎛⎝⋅fEh EH⎞⎠hc 40.75 ⋅in lbf
≔H =⋅fEh EH 6.79 lbf
≔MΩ =⋅⎛⎝⋅fEh EHΩ⎞⎠hc 81.5 ⋅in lbf
≔HΩ =⋅fEh EHΩ 13.58 lbf
Anchorage Forces - No Overstrenght Factor:
≔θ ⋅23 deg Max T at θ
≔T =max
⎛
⎜
⎜⎝
++⋅――⋅P hc
⋅L nB
⎛
⎜⎝+1 ――⋅2 ex
B
⎞
⎟⎠⋅⋅――――⋅H cos ((θ))
n
⎛
⎜⎝+1 ――⋅2 ex
B
⎞
⎟⎠
⎛
⎜⎝+1 ――⋅2 ey
L
⎞
⎟⎠⋅――――⋅M sin ((θ))
⋅B nL
⎛
⎜⎝+1 ――⋅2 ey
L
⎞
⎟⎠
⎞
⎟
⎟⎠
11.51 lbf
≔V =―――――――――――――
‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾
+
⎛
⎜
⎝
⋅P
⎛
⎜
⎝
+1 ――⋅2 ex
B
⎞
⎟
⎠
⎞
⎟
⎠
2 ⎛
⎜
⎝
⋅H
⎛
⎜
⎝
+1 ――⋅2 ey
L
⎞
⎟
⎠
⎞
⎟
⎠
2
n
15.83 lbf
Anchorage Forces - With Overstrenght Factor:
≔θ ⋅23 deg Max T at θ
≔TΩ =max
⎛
⎜
⎜⎝
++⋅――⋅P hc
⋅L nB
⎛
⎜⎝+1 ――⋅2 ex
B
⎞
⎟⎠⋅⋅――――⋅HΩ cos ((θ))
n
⎛
⎜⎝+1 ――⋅2 ex
B
⎞
⎟⎠
⎛
⎜⎝+1 ――⋅2 ey
L
⎞
⎟⎠⋅――――⋅MΩ sin ((θ))
⋅B nL
⎛
⎜⎝+1 ――⋅2 ey
L
⎞
⎟⎠
⎞
⎟
⎟⎠
15.77 lbf
≔VΩ =―――――――――――――
‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾
+
⎛
⎜
⎝
⋅P
⎛
⎜
⎝
+1 ――⋅2 ex
B
⎞
⎟
⎠
⎞
⎟
⎠
2 ⎛
⎜
⎝
⋅HΩ
⎛
⎜
⎝
+1 ――⋅2 ey
L
⎞
⎟
⎠
⎞
⎟
⎠
2
n
16.89 lbf
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
CFMF 362S162-68 backing, 362S162-68 studs, and 1/4" SMS screws have sufficient
capacity to withstand tension and shear forces, see below.
≔Tmax_per_screw =――TΩ
1 15.775 lbf
≔Vmax_per_screw =――VΩ
1 75.128 N
Screw Check.
≔DCRshear =―――――Vmax_per_screw
302 lbf
0.06 1/4" 18 Gage (43 Mils)
≔DCRtension =―――――Tmax_per_screw
144 lbf
0.11
362S162-68 Check.
≔DCRshear =―――――Vmax_per_screw
662 lbf
0.03
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
1.05 - PARTIAL HEIGHT WALL
DETAIL 19/S5-01
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
PARTIAL HEIGHT WALL (DETAIL 19/S5-01)
Operating Weight
≔Wp 12 psf *Typical partition wall weight
Post spacing≔swall 3 ft
≔hwall 7 ft Max wall height
Seismic Parameter
≔SDS 1.029 ≔Ip 1.5
FLOOR ATTACHMENT - WALLS AND PARTITIONS
≔z 0 Component point of attachment elevation with respect to the base
≔h 289.5 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 1ST LEVEL
≔Fpmax =⋅⋅1.6 SDS Ip 2.47 ≔Fpmin =⋅⋅0.3 SDS Ip 0.463
≔ap 1.0 ≔Rp 2.5 ≔Ωo 2.0 INTERIOR NON STRUCTURAL WALLS AND PARTITIONS SEISMIC PARAMETERS
AS PER ASCE 7-16
≔fp =⋅――――⋅⋅0.4 ap SDS
――Rp
Ip
((+1 ⋅2 z_h_ratio))0.247
≔fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.463
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
≔Fp =⋅fp Wp 5.557 psf Component seismic force
≔EH =⋅⋅Fp swall hwall 116.69 lbf Lateral load with Omega
≔EHΩ =⋅⋅⋅Ωo Fp swall hwall 233.38 lbf Lateral load with Omega
≔Ev =⋅⋅⋅⋅0.2 SDS Fp swall hwall 24.01 lbf
Global Forces:
≔P =+⋅⋅⋅-0.9 Fp swall hwall Ev -81.01 lbf
≔M =⋅EH hc 700.13 ⋅in lbf
Hil demands, see following pages for Hil calculaon report
≔MΩ =⋅EHΩ hc 1400.26 ⋅in lbf
≔VΩ =EHΩ 233.377 lbf
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Partial wall- Base Anchor
Page:
Specifier:
E-Mail:
Date:
1
3/11/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2) hnom2
Item number: 2210254 KB-TZ2 1/2x3 3/4
Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-19 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plateR : lx x ly x t = 4.000 in. x 9.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: Square HSS (AISC), HSS3X3X.375; (L x W x T) = 3.000 in. x 3.000 in. x 0.375 in.
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 4.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.lb]
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Partial wall- Base Anchor
Page:
Specifier:
E-Mail:
Date:
2
3/11/2024
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 0; Vy = 234;
Mx = 1,401; My = 0; Mz = 0;
no 10
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 2 117 0 117
2 199 117 0 117
max. concrete compressive strain: 0.02 [‰]
max. concrete compressive stress: 71 [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(2.000/0.475): 202 [lb]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*199 8,433 3 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**202 2,141 10 OK
* highest loaded anchor **anchor group (anchors in tension)
1900 E 4th St -
1011190678/9/2024
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Partial wall- Base Anchor
Page:
Specifier:
E-Mail:
Date:
3
3/11/2024
3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.2]futa [psi]
0.10 114,004
Calculations
Nsa [lb]
11,244
Results
Nsa [lb]f steel f Nsa [lb]Nua [lb]
11,244 0.750 8,433 199
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
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Address:
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3/11/2024
3.2 Concrete Breakout Failure
Ncbg = (ANc
ANc0)y ec,N y ed,N y c,N y cp,N Nb ACI 318-19 Eq. (17.6.2.1b)
f Ncbg ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ec,N = (1
1 + 2 e'
N
3 hef
)£ 1.0 ACI 318-19 Eq. (17.6.2.3.1)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.]y c,N
2.000 0.000 2.927 ∞1.000
cac [in.]kc l a f'
c [psi]
5.500 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ec1,N y ec2,N y ed,N y cp,N Nb [lb]
72.00 36.00 1.000 0.506 1.000 1.000 3,253
Results
Ncbg [lb]f concrete f Ncbg [lb]Nua [lb]
3,294 0.650 2,141 202
1900 E 4th St -
1011190678/9/2024
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
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3/11/2024
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*117 3,599 4 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**234 4,555 6 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]
0.10 114,004
Calculations
Vsa [lb]
5,537
Results
Vsa [lb]f steel f Vsa [lb]Vua [lb]
5,537 0.650 3,599 117
1900 E 4th St -
1011190678/9/2024
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
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Address:
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3/11/2024
4.2 Pryout Strength
Vcpg = kcp [(ANc
ANc0)y ec,N y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1b)
f Vcpg ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ec,N = (1
1 + 2 e'
N
3 hef
)£ 1.0 ACI 318-19 Eq. (17.6.2.3.1)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.]
1 2.000 0.000 0.000 ∞
y c,N cac [in.]kc l a f'
c [psi]
1.000 5.500 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ec1,N y ec2,N y ed,N y cp,N Nb [lb]
72.00 36.00 1.000 1.000 1.000 1.000 3,253
Results
Vcpg [lb]f concrete f Vcpg [lb]Vua [lb]
6,507 0.700 4,555 234
5 Combined tension and shear loads, per ACI 318-19 section 17.8
bN bV z Utilization bN,V [%]Status
0.094 0.051 5/3 3 OK
bNV = bz
N + bz
V <= 1
1900 E 4th St -
1011190678/9/2024
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Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Partial wall- Base Anchor
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3/11/2024
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
Fastening meets the design criteria!
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.91
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Company:
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3/11/2024
Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 0.000 -3.000 ----
2 0.000 3.000 ----
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2)
hnom2
Profile: Square HSS (AISC), HSS3X3X.375; (L x W x T) = 3.000 in. x 3.000 in.
x 0.375 in.
Item number: 2210254 KB-TZ2 1/2x3 3/4
Hole diameter in the fixture: df = 0.562 in. Maximum installation torque: 602 in.lb
Plate thickness (input): 0.500 in. Hole diameter in the base material: 0.500 in.
Recommended plate thickness: not calculated Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 2.5 in embedment, 1/2 (2) hnom2, Carbon steel, installation per ESR-4266
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
1900 E 4th St -
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WALTER P MOORE STRUCTURAL CALCULATIONS
2.00 - Equipment at ceiling
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
2.01 - RAUN 216-10
Analysis of ceiling structure
Detail 01/S5-02
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The following is a summary of the analysis performed to generate member forces and reactions for
the ceiling supported RAUN 216-9 and RAUN 216-10 RSL equipment. SAP2000 V21 software was
used. All loads including structure self weight, eccentricities and seismic loads are applied.
Main rails
Green lines locate RAUN 216-09 track
Red lines locate RAUN 216-10 track
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Detail 13 on S5-01 to indicate load path.
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SAP 2000 Geometry:
HSS columns shown in yellow
HSS framing shown in red
Main Rails shown in gray
Stubs Connecting Rails shown in cyan
Manufacturer Equipment and
eccentricity modeled through rigid
frame elements
Manufacturer Rails shown in green
SAP 2000 Releases:
HSS framing Pin released each end
Main Rails Continuous
Stubs Between Rails pin-release to release
torsion and we axis bending
Manufacturer Rails pin-released between
sub rails to remove restraint and not relied
on to contribute to strength/stiffness
Manufacturer Equipment pin-released
where it attaches to manufacturer rails
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SAP 2000 Loads:
Unistrut frame members and
material modeled so the weight
matches the unistrut catalog.
Members length modeled
exactly.
CAS 820-B equipment weight:
Weight of equipment at eccentric
locations modeled directly in SAP 2000
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SAP 2000 Loading Scenarios:
There are 4 load scenarios created:
1a) Equipment located on the right centered between hangers. Equipment is eccentric in the 'Y' direction
1b) Equipment located on the right centered between hangers. Equipment is eccentric in the 'X' direction
2a) Equipment located centered above middle hangers. Equipment is eccentric in the 'Y' direction
2b) Equipment located centered above middle hangers. Equipment is eccentric in the 'X' direction
Load condition 1a
Load condition 2a
Load condition 1b
Load condition 2b
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SAP 2000 Mass Source:
RAUN 216-09: 846 LB
(2) RAUN 216-10: 118 LB
FRAMING: 3537.2 LB
TOTAL: 4501.2 LB
Expected Lateral Force
Wp= (4501.2 LB)*(0.463)=2084.1 LB
SAP 2000 Base Shear:
1900 E 4th St -
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SAP 2000 Load Combinations:
ASD load combinations created for design of the unistrut
ceiling structure.
LRFD load combinations with overstrenght factor
applied to the seismic component created for the
anchorage design of components in concrete (as
required by ASCE7)
Load combinations generated include gravity loads and
seismic loads applied in increments of 45 degrees in all
directions. Seismic loads at 45 degree increments are
generated by adding components of the 'Ex' and 'Ey'
force.
*Note: Update snapshots as required
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This is Chapter 13 seismic factor
to be multiplied by the seismic
weight (Wp) to generate the
seismic force
Seismic factor applied as an
acceleration.
1g=386.09 in/s^2. Multiplying by
0.463 produces an acceleration
of 178.76 in/s^2.
As shown load case generated
for both the X & Y directions.
Seismic load applied at various
angle is applied by use of load
combinations.
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Mass source includes element self weight
plus superimposed dead load from
equipment.
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HSS framing element checks :
Grille
HSS 8X4X3/8
Columns
HSS 5X5X3/8
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Framing deflection check:
*Inches
178i
n
Deflection limit
L/1000
178in/1000=0.18in
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Main Rail member forces:
Maximum ASD Tension = 318.4 lbf
Maximum ASD Compression = 343.3 lbf
Maximum ASD Strong Axis Bending = 380.2 lb-ft
Maximum ASD Weak Axis Bending = 86.4 lb-ft
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Stub member between rails. Forces used for bolted connection design between stub and main rails
Maximum ASD Tension = 702.2 lbf
Maximum ASD Compression = 392.3 lbf
Maximum ASD Shear 'X' direction = 344.5 lb
Maximum ASD Shear 'Y' direction = 130.2 lb
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Base Reactions at Concrete - LRFD with omega - Reactions used for concrete anchorage design
Maximum LRFD Omega Compression = 2216.0 lbf
Maximum LRFD Omega Shear X dir = 269.6 lbf
Maximum LRFD Omega Shear Y dir = 257.8 lbf
Maximum LRFD Shear X dir = 458.4.6 lbf
Maximum LRFD Shear Y dir = 411.4 lbf
*lbf
Top Reactions at Concrete - LRFD with omega - Reactions used for concrete anchorage design
*lbf
1900 E 4th St -
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WALTER P MOORE STRUCTURAL CALCULATIONS
2.02 - RAUN 216-10
Design of ceiling structure
Detail 01/S5-02
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Seismic Parameter
≔SDS 1.029 ≔Ip 1.5 ≔Ωo 2.0
≔z 0 Component point of attachment elevation with respect to the base
≔h 1 Supporting structure average roof height relative to the base
≔z_h_ratio =―z
h
0 ATTACHMENT IS AT 3RD FLOOR
≔Fpmax =⋅⋅1.6 SDS Ip 2.47 ≔Fpmin =⋅⋅0.3 SDS Ip 0.463
≔ap 1.0 ≔Rp 2.5 LAB EQUIPMENT PER ASCE 7-10 TABLE 13.5-1
≔Fp =⋅―――――
⋅⋅0.4 ap SDS
――
Rp
Ip
((+1 ⋅2 z_h_ratio))0.247
≔Fp =if
else if
else
>Fpmin Fp
‖
‖‖Fpmin
<Fpmax Fp
‖
‖‖Fpmax
‖
‖‖Fp
0.463
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
≔Omega_bending 1.67
≔Omega_axial 1.8
≔Fy_uni 33 ksi
≔E_uni 29000 ksi
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Main Rail Design (P1001)
Design Loads
Rail Design Tension: Rail Design Flexure (strong axis)
≔Ru_t 318.4 lbf ≔Mu_s ⋅380.2 lbf ft
RailDesign Compression: Rail Design Flexure (weak axis)
≔Ru_c 343.3 lbf ≔Mu_w ⋅86.4 lbf ft
Design Capacity
Unistrut design properties:
≔A 1.111 in 2 ≔K 1 ≔L 4.0 ft ≔r_s ⋅0.914 in ≔r_w 0.651 in
≔S_s 0.571 in 3 ≔S_w 0.58 in 3
≔Rn_t =―――――⋅A Fy_uni
Omega_axial
20.368 kip Tension Capacity
=if
else
>Rn_t Ru_t
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRT =――Ru_t
Rn_t
0.016
≔Rn_c =⋅――――⋅π 2 E_uni
⎛
⎜⎝
――⋅1 L
r_s
⎞
⎟⎠
2 ―――――A
Omega_axial
64.054 kip Compression Capacity
=if
else
>Rn_c Ru_c
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRC =――Ru_c
Rn_c
0.005
≔Mn_s =――――――⋅Fy_uni S_s
Omega_bending
940.269 ⋅lbf ft Bending Capacity - Strong Axis
=if
else
>Mn_s Mu_s
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRBs =―――Mu_s
Mn_s
0.404
≔Mn_w =――――――⋅Fy_uni S_w
Omega_bending
955.09 ⋅lbf ft Bending Capacity - Weak Axis
=if
else
>Mn_w Mu_w
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRBw =―――Mu_w
Mn_w
0.09
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Connection Design P1937 Fitting - main rail to sub rail attachment
Stub Design Loads:
≔Tu 702.2 lbf ≔Vx 344.5 lbf ≔Vy 130.2 lbf
≔t 0.25 in ≔w 1.86 in ≔Fy 33 ksi ≔Ωb 1.67
≔Mn =⋅――⋅w t 2
4
――Fy
Ωb
0.574 ⋅kip in
≔lever_arm =―――――――
―――――――-5.375 in 1.656 in
2
2
0.93 in
≔Mu =⋅――Tu
2
lever_arm 0.326 ⋅kip in
≔Rn_t =―――――⋅A Fy_uni
Omega_axial
20.368 kip
=if
else
>Rn_t Tu
‖
‖‖“Design Acceptable”
‖
‖‖“Failure”
“Design Acceptable”
≔DCRT =――Tu
Rn_t
0.034
P2786 fitting
≔Tu 702.2 lbf Stubs force
≔Rn 1000 lbf
=if
else
>Rn ――Tu
1
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRT =――Tu
Rn
0.702
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Alternative Connection Design - BENT PL 1/4"X4"
Design Loads
≔Tu 702.2 lbf Stub Force
≔Vu 344.5 lbf Stub Force
Subrail distributes the load to each main rail equally
Design Capacity - Bending of plate from Vertical Loads
≔t 0.25 in ≔w 4 in ≔Fy 33 ksi ≔Ωb 1.67
≔Mn =⋅――⋅w t 2
4
――Fy
Ωb
1.235 ⋅kip in
≔lever_arm =―――――――
―――――――-5.375 in 1.859 in
2
2
0.879 in
≔Mu =⋅――Tu
2
lever_arm 0.309 ⋅kip in
=if
else
>Mn Mu
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRT =――Mu
Mn
0.25
Design Capacity - 1/2 Dia Bolts A307, Tension & Shear
≔Fnt 45 ksi ≔Fnv 27 ksi ≔Omega_bolt 2
≔Ab =――――――⋅π ((⋅0.5 in 0.8))2
4
0.126 in 2
Check Tension Check Shear
≔Tn =―――――
⋅Fnt Ab
Omega_bolt
2827.433 lbf ≔Vn =―――――
⋅Fnv Ab
Omega_bolt
1696.46 lbf
=if
else
>Tn ――Tu
2
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”=if
else
>Vn +――Vu
2
――Tu
2
‖
‖“Design Acceptable”
‖
‖“Failure”
“Design Acceptable”
≔DCRT =――
――Tu
2
Tn
0.124 ≔DCRV =――――
+――Vu
2 ――Tu
2
Vn
0.308
1900 E 4th St -
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JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 03/04/2024
ENGINEER DWG. REF _OS --
Combined Tension and Shear
≔frv =――――
+――Vu
2 ――Tu
2
Ab
4.165 ksi Required Shear Stress
≔F'nt =min
⎛
⎜
⎜⎝
,Fnt -⋅1.3 Fnt ⋅――――――
⋅Omega_bolt Fnt
Fnv
frv
⎞
⎟
⎟⎠
44.618 ksi
≔Rn =⋅F'nt Ab 5.607 kip
≔DCRC =―――⋅Tu 0.5
Rn
0.063
Check Bearing for 1/4" PL
≔Rn =――――――――――⋅⋅⋅⋅⋅2.4 52 ksi 0.5 in 0.105 in
Omega_bolt
3276 lbf
≔DCRB =――――
+――Vu
2 ――Tu
2
Rn
0.16
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
2.03 - RAUN 216-10
Soil Bearing Check
Detail 01/S5-09
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 04/16/2024
ENGINEER DWG. REF _OS --
Footing stress distribution (centered) ADDED CALCULATIONS PER PLAN
CHECK COMMENTS
Geometric Properties:
≔L =((24 in))24 in
≔B =((24 in))24 in
≔A =⋅B L 4 ft 2
≔Ix =―――⋅B L 3
12 1.333 ft 4 ≔yc =⋅0.5 B 1 ft
≔Iy =―――⋅L B 3
12 1.333 ft 4 ≔xc =⋅0.5 L 1 ft
Slab self weight:
≔γconc 150 pcf ≔tslab 10 in
≔Wslab =⋅⋅⋅L B tslab γconc 500 lbf
Max reactions.
No moment due to
pinned condition.
ASD level loads:
≔PASD =⋅0.6 ((1445.31 lbf))867.19 lbf
≔MASD =⋅0.7 ((⋅0 lbf ft))0 ⋅lbf ft
Stress surface points:
≔σ1 =+――PASD
A
――――⋅MASD yc
Ix
216.8 psf ≔σ2 =-――PASD
A
――――⋅MASD yc
Ix
216.8 psf X direction
≔σ3 =+――PASD
A
――――⋅MASD xc
Iy
216.8 psf ≔σ4 =-――PASD
A
――――⋅MASD xc
Iy
216.8 psf Y direction
≔σu =max ⎛⎝,,,abs ⎛⎝σ1⎞⎠abs ⎛⎝σ2⎞⎠abs ⎛⎝σ3⎞⎠abs ⎛⎝σ4⎞⎠⎞⎠216.8 psf
Soil Bearing capacity:
≔Psoil 1500 psf Code minimum soil bearing preasure per CBC
≔DCRsoil =――σu
Psoil
0.145
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 04/16/2024
ENGINEER DWG. REF _OS --
LRFD level loads:
≔PLRFD =⋅0.9 ((1445.31 lbf))1300.78 lbf
≔MLRFD =⋅1.0 ((⋅0 lbf ft))0 ⋅lbf ft
Stress surface points:
≔σ1 =+―――PLRFD
A
――――⋅MLRFD yc
Ix
325.19 psf ≔σ2 =-―――PLRFD
A
――――⋅MLRFD yc
Ix
325.19 psf X direction
≔σ3 =+―――PLRFD
A
――――⋅MLRFD xc
Iy
325.19 psf ≔σ4 =-―――PLRFD
A
――――⋅MLRFD xc
Iy
325.19 psf Y direction
≔σu =max ⎛⎝,,,abs ⎛⎝σ1⎞⎠abs ⎛⎝σ2⎞⎠abs ⎛⎝σ3⎞⎠abs ⎛⎝σ4⎞⎠⎞⎠325.19 psf
Soil Bearing capacity:
≔Psoil 1500 psf Code minimum soil bearing preasure per CBC
≔DCRsoil =――σu
Psoil
0.217
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 04/16/2024
ENGINEER DWG. REF _OS --
Footing stress distribution (offset)
Geometric Properties:
≔L =((24 in))24 in ≔e 6.5 in
≔B =((24 in))24 in
≔A =⋅B L 4 ft 2
≔Ix =―――⋅B L 3
12 1.333 ft 4 ≔yc =⋅0.5 B 1 ft
≔Iy =―――⋅L B 3
12 1.333 ft 4 ≔xc =⋅0.5 L 1 ft
Slab self weight:
≔γconc 150 pcf ≔tslab 10 in
≔Wslab =⋅⋅⋅L B tslab γconc 500 lbf
Max reactions.
No moment due to
pinned condition.
ASD level loads:
≔PASD =⋅0.6 ((1445.31 lbf))867.19 lbf
≔MASD =⋅0.7 ⎛⎝⋅PASD e⎞⎠328.81 ⋅lbf ft
Stress surface points:
≔σ1 =+――PASD
A
――――⋅MASD yc
Ix
463.4 psf ≔σ2 =-――PASD
A
――――⋅MASD yc
Ix
-29.81 psf X direction
≔σ3 =+――PASD
A
――――⋅MASD xc
Iy
463.4 psf ≔σ4 =-――PASD
A
――――⋅MASD xc
Iy
-29.81 psf Y direction
≔σu =max ⎛⎝,,,abs ⎛⎝σ1⎞⎠abs ⎛⎝σ2⎞⎠abs ⎛⎝σ3⎞⎠abs ⎛⎝σ4⎞⎠⎞⎠463.4 psf
Soil Bearing capacity:
≔Psoil 1500 psf Code minimum soil bearing preasure per CBC
≔DCRsoil =――σu
Psoil
0.309
1900 E 4th St -
1011190678/9/2024
JOB NAME _Kaiser SAN 1st Fl GenRad
JOB NO. DATE _S09-23018 04/16/2024
ENGINEER DWG. REF _OS --
LRFD level loads:
≔PLRFD =⋅0.9 ((1445.31 lbf))1300.78 lbf
≔MLRFD =⋅1.0 ⎛⎝⋅PASD e⎞⎠469.73 ⋅lbf ft
Stress surface points:
≔σ1 =+―――PLRFD
A
――――⋅MLRFD yc
Ix
677.49 psf ≔σ2 =-―――PLRFD
A
――――⋅MLRFD yc
Ix
-27.1 psf X direction
≔σ3 =+―――PLRFD
A
――――⋅MLRFD xc
Iy
677.49 psf ≔σ4 =-―――PLRFD
A
――――⋅MLRFD xc
Iy
-27.1 psf Y direction
≔σu =max ⎛⎝,,,abs ⎛⎝σ1⎞⎠abs ⎛⎝σ2⎞⎠abs ⎛⎝σ3⎞⎠abs ⎛⎝σ4⎞⎠⎞⎠677.49 psf
Soil Bearing capacity:
≔Psoil 1500 psf Code minimum soil bearing preasure per CBC
≔DCRsoil =――σu
Psoil
0.452
1900 E 4th St -
1011190678/9/2024
WALTER P MOORE STRUCTURAL CALCULATIONS
2.04 - RAUN 216-10
Hilti Anchorage Report
Detail 01/S5-09
1900 E 4th St -
1011190678/9/2024
www.hilti.com
Hilti PROFIS Engineering 3.0.93
Input data and results must be checked for conformity with the existing conditions and for plausibility!
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1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
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Specifier:
E-Mail:
Date:
1
4/19/2024
Specifier's comments:
1 Anchor Design
1.1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/4 (3 1/4) hnom1
Item number: 2210311 KB-TZ2 3/4x5 1/2
Effective embedment depth: hef,act = 3.250 in., hnom = 4.000 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-19 / Mech
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in.
Anchor plateCBFEM : lx x ly x t = 6.000 in. x 11.000 in. x 0.375 in.;
Profile: Square HSS (AISC), HSS5X5X.375; (L x W x T) = 5.000 in. x 5.000 in. x 0.375 in.
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 6.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM)
Geometry [in.] & Loading [lb, in.lb]
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1.1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = -2,216; Vx = 270; Vy = 258;
Mx = 0; My = 0; Mz = 0;
no 3
1.2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0 185 135 127
2 0 188 135 131
resulting tension force in (x/y)=(-/-): 0 [lb]
resulting compression force in (x/y)=(-0.000/0.001): 2,231 [lb]
Anchor forces are calculated based on a component-based Finite Element Method (CBFEM)
1.3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*N/A N/A N/A N/A
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**N/A N/A N/A N/A
* highest loaded anchor **anchor group (anchors in tension)
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1.4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*188 8,977 3 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**374 17,176 3 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
1.4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2]futa [psi]
0.24 105,904
Calculations
Vsa [lb]
13,811
Results
Vsa [lb]f steel f Vsa [lb]Vua [lb]
13,811 0.650 8,977 188
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1.4.2 Pryout Strength
Vcpg = kcp [(ANc
ANc0)y ec,N y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1b)
f Vcpg ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b)
ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ec,N = (1
1 + 2 e'
N
3 hef
)£ 1.0 ACI 318-19 Eq. (17.6.2.3.1)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(ca,min
cac
, 1.5hef
cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc l a √f'
c h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.]
2 3.250 0.000 0.000 ∞
y c,N cac [in.]kc l a f'
c [psi]
1.000 12.000 21 1.000 3,000
Calculations
ANc [in.2]ANc0 [in.2]y ec1,N y ec2,N y ed,N y cp,N Nb [lb]
173.06 95.06 1.000 1.000 1.000 1.000 6,739
Results
Vcpg [lb]f concrete f Vcpg [lb]Vua [lb]
24,537 0.700 17,176 374
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1.5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001/Annex C, EOTA TR029,
etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is
assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum
required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the
rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the
existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-19, Section 26.7.
• The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic
displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment."
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6
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Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 -0.000 -4.000 ----
2 -0.000 4.000 ----
1.6 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/4 (3 1/4)
hnom1
Profile: Square HSS (AISC), HSS5X5X.375; (L x W x T) = 5.000 in. x 5.000 in.
x 0.375 in.
Item number: 2210311 KB-TZ2 3/4x5 1/2
Hole diameter in the fixture: df = - in. Maximum installation torque: 1,324 in.lb
Plate thickness (input): 0.375 in. Hole diameter in the base material: 0.750 in.
Hole depth in the base material: 4.250 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 5.500 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 4 in embedment, 3/4 (3 1/4) hnom1, Carbon steel, installation per ESR-4266
1.6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque wrench
• Hammer
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7
2 Anchor plate design
2.1 Input data
Anchor plate:Shape: Rectangular
lx x ly x t = 6.000 in x 11.000 in x 0.375 in
Calculation: CBFEM
Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00%
Anchor type and size:Kwik Bolt TZ2 - CS 3/4 (3 1/4) hnom1, hef = 3.250 in
Anchor stiffness:The anchor is modeled considering stiffness values determined from load displacement curves tested in an
independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor
stiffness has a major impact on the load distribution results.
Design method:AISC and LRFD-based design using component-based FEM
Stand-off installation:eb = 0.000 in (No stand-off); t = 0.375 in
Profile:HSS5X5X.375; (L x W x T x FT) = 5.000 in x 5.000 in x 0.375 in x -
Material: ASTM A500 Gr.B Rect; Fy = 46,000 psi; εlim = 5.00%
Eccentricity x: -0.000 in
Eccentricity y: 0.000 in
Base material:Cracked concrete; 3000; fc,cyl = 3,000 psi; h = 6.000 in
Welds (profile to anchor plate):Type of redistribution: Plastic
Material: E70xx
Mesh size:Number of elements on edge: 8
Min. size of element: 0.394 in
Max. size of element: 1.969 in
2.2 Summary
Description Profile Anchor plate Concrete [%]
sEd [psi]ePl [%]sEd [psi]ePl [%]Hole bearing [%]
1 Combination 1 675 0.00 823 0.00 1 2
2.3 Anchor plate classification
Results below are displayed for the decisive load combinations: Combination 1
Anchor tension forces Equivalent rigid anchor plate (CBFEM)Component-based Finite Element Method
(CBFEM) anchor plate design
Anchor 1 0 lb 0 lb
Anchor 2 0 lb 0 lb
User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be
applied.
2.4 Profile/Stiffeners/Plate
Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical
cross sections, which should be performed outside of PROFIS Engineering.
2.4.1 Equivalent stress and plastic strain
Part Load
combination
Material fy [psi]elim [%]sEd [psi]ePl [%]Status
Plate Combination 1 ASTM A36 36,000 5.00 823 0.00 OK
Profile Combination 1 ASTM A500 Gr.B
Rect
46,000 5.00 675 0.00 OK
Profile Combination 1 ASTM A500 Gr.B 46,000 5.00 573 0.00 OK
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8
Part Load
combination
Material fy [psi]elim [%]sEd [psi]ePl [%]Status
Rect
Profile Combination 1 ASTM A500 Gr.B
Rect
46,000 5.00 648 0.00 OK
Profile Combination 1 ASTM A500 Gr.B
Rect
46,000 5.00 535 0.00 OK
2.4.1.1 Equivalent stress
Results below are displayed for the decisive load combination: 1 - Combination 1
46,000 psi
0 psi
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9
2.4.1.2 Plastic strain
Results below are displayed for the decisive load combination: 1 - Combination 1
5.00%
0.00%
2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3
Decisive load combination: 1 - Combination 1
Equations
Rn =min(1.2 lc t Fu , 2.4 d t Fu)(AISC 360-16 J3-6a, c)
FRn =0.75 Rn
V ≤FRn
Variables
lc [in]t [in]Fu [psi]d [in]Rn [lb]
Anchor 1 1.786 0.375 58,000 0.750 39,171
Anchor 2 3.781 0.375 58,000 0.750 39,171
Results
V [lb]FRn [lb]Utilization [%]Status
Anchor 1 185 29,378 1 OK
Anchor 2 188 29,378 1 OK
2.5 Concrete
Decisive load combination: 1 - Combination 1
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2.5.1 Compression in concrete under the anchor plate
74 psi
0 psi
2.5.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8
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11
Equations
Fp =F fp,max
fp,max =0.85 fc' √(
A
2
A
1
) ≤ 1.7 fc;√(
A
2
A
1
) ≤ 2
s =
N
A
1
Utilization =s
Fp
Variables
N [lb]fc' [psi]F A1 [in²]A2 [in²]
2,231 3,000 0.65 46.89 855.31
Results
Load combination Fp [psi]s [psi]Utilization [%]Status
Combination 1 3,315 48 2 OK
2.6 Symbol explanation
A1 Loaded area of concrete
A2 Supporting area
d Nominal diameter of the bolt
elim Limit plastic strain
ePl Plastic strain from CBFEM results
fc Concrete compressive strength
fc'Concrete compressive strength
Fu Specified minimum tensile strength of the connected material
Fp Concrete block design bearing strength
fp,max Concrete block design bearing strength maximum
fy Yield strength
lc Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of
the material
N Resulting compression force
s Average stress in concrete
sEd Equivalent stress
F Resistance factor
FRn Factored resistance
t Thickness of the anchor plate
V Resultant of shear forces Vy, Vz in bolt.
2.7 Warnings
●By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified
anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and
adequacy for your specific jurisdiction and project requirements.
●The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please
note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results.
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12
3 Summary of results
Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC.
Load combination Max. utilization Status
Anchors Combination 1 3%OK
Anchor plate Combination 1 3%OK
Concrete Combination 1 2%OK
Profile Combination 1 2%OK
Fastening meets the design criteria!
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Design:Copy -RAUN 216-10 - Base Anchor Date:4/19/2024
Fastening point:
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13
4 Remarks; Your Cooperation Duties
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