IL Full Set 4-3-17.pdf · SHEET SHEET TITLE ISSUED FOR REVIEW ISSUED FOR CITY SUBMITTAL & BUILDING ADDENDUM #1 CONSTRUCTION BULLETIN #2 ISSUED FOR CONSTRUCTION …

SHEET SHEET TITLE

ISSU

ED F

ORRE

VIEW

ISSU

ED F

OR C

ITY

SUBM

ITTA

L &

BUIL

DING

ADDE

NDUM

#1

CONS

TRUC

TION

BULL

ETIN

#2

ISSU

ED F

ORCO

NSTR

UCTI

ON

DATE: 3/28/2017 4/3/2017

T1.0 TITLE SHEET, BUILDING DATA, LOCATION MAP, SITE PLAN X X YEST2.0 LANDLORD WORK LETTER X X YES

T2.1 PROJECT INFORMATION & RESPONSIBILITY MATRIX X X YES

T2.2 SPECIFICATIONS X X YES

ARCHITECTURAL SHEETSA1.1 FLOOR PLAN, DOOR SCHEDULE, & DETAILS X X YESA3.0 DOOR SCHEDULE, ELEVATIONS, & DETAILS X X YESA5.0 ENLARGED TOILET ROOM PLANS, INT. ELEVATIONS & DETAILS X X YESA5.1 GENERAL ACCESSIBILITY & DETAILS X X YESA5.2 DETAILS X X YESA6.1 ROOM FINISH PLAN & SCHEDULE X X YESA6.2 FIRE WALL JOINTS & PENETRATIONS X X YESA7.1 REFLECTED CEILING PLAN & DETAILS X X YESA7.2 DETAILS X X YES

AE1.1 EGRESS/ACCESSIBILITY PLAN X X YES

DENTAL EQUIPMENT SUPPLIED SHEETSMD MEDICAL EQUIPMENT DETAILS X X YES

STRUCTURAL SHEETSS1.1 SOFFIT FRAMING PLAN & SATELLITE DETAIL X X YES

ELECTRICAL SHEETSE0.1 LEGEND, ONE LINE DIAGRAM, & SCHEDULES X X YESE0.2 SPECIFICATIONS & DETAILS X X YESE1.1L FLOOR PLAN - LIGHTING X X YESE1.1P FLOOR PLAN - POWER X X YESE1.1LV FLOOR PLAN - LOW VOLTAGE X X YES

E2.0 ELEVATIONS & DETAILS X X YES

HVAC SHEETSH0.1 SPECIFICATIONS, & SCHEDULES X X YESH1.1 FLOOR PLAN, LEGEND, & DETAILS X X YES

H3.0 DETAILS X X YES

FIRE PROTECTION SHEETSFP1.1 FIRE PROTECTION PLAN X X YES

UTILITY SHEETU1.1 UNDERGROUND UTILITY RISER PLAN X X YES

PLUMBING SHEETSP0.1 LEGEND, SPECIFICATIONS, & GENERAL SCHEDULES X X YESP1.U UNDERGROUND PLAN X X YESP1.1 FLOOR PLAN X X YESP1.2 FLOOR PLAN - AIR & VACUUM PIPING X X YESP2.0 ISOMETRICS & SCHEDULES X X YESP3.0 DETAILS X X YES

P4.0 SCHEDULES X X YES

SHEET INDEX LEGENDPRELIM PRELIMINARY SHEET

x ISSUED SHEET

MEP

ARCHITECTURALCITY OFJOLIET

EXCEL ENGINEERING INC.CONTACT: JAY JOHNSON100 CAMELOT DRIVEFOND DU LAC, WI 54935P: (920) 926-9800F: (920) 926-9801

BUILDING & INSPECTIONSSERVICES DIVISION150 W. JEFFERSON STREETJOLIET, IL 60432P: (815) 724-4073F: (815) 724-4080

EXCEL ENGINEERING INC.CONTACT: MICHAEL ZAGAR100 CAMELOT DRIVEFOND DU LAC, WI 54935P: (920) 926-9800F: (920) 926-9801

OWNER / CONST.MANAGERASPEN DENTAL MANAGEMENTCONTACT: SHAWN CHRISTOPHER281 SANDERS CREEK PARKWAYEAST SYRACUSE, NEW YORK 13507P: (315) 454-6000 x1261F: (315) 454-6324

LANDLORDGW PROPERTIESCONTACT: MITCH GOLTZ2211 N. ELSTON AVE, SUITE 304CHICAGO, IL 60614P: (773) 382-0590C: (773) 304-8600

TYPE OF CONSTRUCTION

OCCUPANCY CLASSIFICATION

EXIT DISTANCE

BUILDING SIZE

SANITARY FIXTURES

OCCUPANT LOADS

APPLICABLE CODES

TYPE II(B)

BUSINESS GROUP B

300' EXIT DISTANCE

2

35 PERSONS .70.701/25B - GROUP(BUSINESS) .87 .351/40 1/100

OCCUPANCY WATER CLOSETS LAVATORIES DRINK FOUNTAINSTYPE CAPACITY FACTORS # M. FIX. # F. FIX. FACTORS # FIX. FACTORS # FIX.

SPACEROOM OR

DESIGNATIONOCCUPANCY

FOR USE

CLASSIFICATION FLOOR

(S.F.)AREA SF/PERSON

DENSITY OCCUPANTLOAD BY

CALCULATION ACTUAL NO.LOAD BY

OCCUPANT

COMBINATION

OCCUPANTLOAD BY

TOTAL

ROOM ORSPACE ACCOUNTED FOR

OCCUPANTS

IN OTHER SPACES

PROVIDEDFIXTURES

11

SERVICE SINKFACTORS # FIX.

1 11 WC1 WC

-35 - -3,500 351ST FLOOR 100 GROSSBUSINESS

MULTI-TENANT BUILDINGFIRE BARRIER FIRE RESISTANCE RATING - 1 HR(S)

INTERIOR WALL & CEILING FINISH CLASS - "B"

PROPOSED TENANT IMPROVEMENT S.F.3,500

EXIT WIDTHREQUIRED: 7.0"PROVIDED: 72"

ASPEN DENTALPROJECT NAME

U.S. ROUTE 30 & VOYAGER LANEJOLIET, IL 60435

PROJECT ADDRESS

DENTAL OFFICE BUSINESS (B)

PROJECT USE

USE & OCCUPANCY CLASSIFICATION

OCCUPANCY SEPERATION

TYPE OF CONSTRUCTION

INTERIOR FINISHES

WALLS & CEILINGS

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEM FIRE ALARM & DETECTION SYSTEM

MEANS OF EGRESS

COMMON PATH OF TRAVEL100' TRAVEL DISTANCE

NO. OF EXITS2 EXITS

ACCESSIBILITY

ACCESSIBLE ENTRANCES1

ACCESSIBLE EXITS2

PLUMBING FIXTURE COUNT

NOYES - SUBMITTED IN THESE DOCUMENTS AND WILL BE MODIFIED BY TENANT'S CONTRACTOR IF REQUIRED BY CODE

2003 INTERNATIONAL BUILDING CODE2004 STATE OF ILLINOIS PLUMBING CODE2003 INTERNATIONAL MECHANICAL CODE2003 INTERNATIONAL FUEL GAS CODE2003 INTERNATIONAL FIRE PREVENTION CODE2012 INTERNATIONAL ENERGY CONSERVATION CODE2002 NATIONAL ELECTRICAL CODE

BUILDING CONDITIONNEW CONSTRUCTION

SEISMIC CATEGORYCATEGORY B

A1011

1A101

SCALE:

View Name1/8" = 1'-0"

1

A101

10

DETAIL CALLOUTREFERENCE

SECTION CUTREFERENCE

KEYED NOTE

DETAIL IDENTIFICATION

AREA INCULUDEDIN DETAIL

DETAIL NUMBER

SHEET NUMBER ONWHICH DETAIL ISLOCATED

DETAIL NUMBER

SHEET NUMBER ONWHICH DETAIL ISLOCATED

DIRECTION OF CUT

NOTE NUMBER(SEE KEYNOTE LEGEND- SAME SHEET)

POINTS TO LOCATIONAFFECTED BY NOTE

DETAIL NUMBER

DETAIL SCALESHEET NUMBER ON WHICHDETAIL IS LOCATED

TENANT LOCATION

NOT TO SCALE

BUILDINGLOCATION

PROPOSED TENANT BUILD-OUT FOR:

JOLIET, ILLINOIS

©2016 EXCEL ENGINEERING, INC.

SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL

100 CAMELOT DRIVEFOND DU LAC, WI 54935PHONE: (920) 926‐9800WWW.EXCELENGINEER.COM

ARCHITECTS ● ENGINEERS ● SURVEYORS

T1.0

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

TITLE SHEET

1714200

SHEET INDEX

PROJECT CONTACTS

PROJECT INFORMATIONSYMBOLS LEGEND

SITE PLAN

LOCATION MAP

NORTH

Landlord agrees to construct for Tenant the Premises as set forth herein("Landlord's Work"). Landlord's Work shall also include preparation byLandlord, at its sole cost and expense, plans and specifications, created byan architect approved by Tenant, structural, energy, mechanical, electrical,plumbing, accessibility, fire and life safety calculations (if required) civil(site) plans, landscape plans and improvements comprising the Premises.Landlord's Work shall be completed in accordance with the Plans approvedby Tenant in writing. If not sooner provided, within thirty (30) days afterexecution of the Lease, Landlord shall deliver to Tenant one (1) full set ofdrawings reflecting the Landlord's Work that will be completed asnecessary to prepare the Premises for Tenant's Work and as describedbelow. The Plans and Landlord's Work shall be in accordance with therequirements of the Lease and this Exhibit B. Landlord's Work shall bedone at Landlord's sole cost and expense. Landlord's Work shall becompleted in accordance with all applicable governing codes, in a good andworkmanlike manner, utilizing first quality new materials. If Landlord'sWork is not in accordance with this Exhibit B and if Landlord fails tocorrect or complete the same (or commence and diligently pursuecompletion) within ten (10) days after written notice from Tenant of suchnoncompliance, Tenant shall have the option to complete Landlord's Workand offset the costs incurred against rent due Landlord with interest at theDefault Rate of Interest.

Landlord's Work shall include the following:

1. GENERAL SITE PREPARATION:

a.The Premises shall be free of all Hazardous Substances (including,but not limited to, asbestos, underground storage tanks, etc.).Hazardous Substances shall be properly handled as required bygoverning codes and regulations. Any soil issues, with regard tocontamination and stability, shall be addressed and corrected to levelsacceptable to local and national governing agencies. Necessary testsare at Landlord's sole cost and expense.

b. All ADA requirements and all other governing codes must beadhered to in all aspects of the site and building development.

c.If new construction, Landlord to provide a copy of the survey of theparcel.

2. SITE WORK:

Landlord shall install and provide:

a. Parking, Driveway and Delivery Areas: Areas shall behard-surfaced (10 year life) with concrete and/or asphalt designed andinstalled to handle usual and customary vehicular traffic per industrystandards and governmental requirements and shall be clearly anduniformly striped per industry standards and governmentalrequirements. If parking lot is existing, Landlord shall repair and/ormill and resurface the entire parking lot area.

b. Sidewalks and Pedestrian Ways: Walks shall be concrete orother hard-surfaced material designed and installed per industrystandards and governmental requirements.

c.Landscaping: Landscaping to be approved by Tenant and to beinstalled per industry standards and governmental requirements.Landscaping is to be designed to maintain maximum buildingvisibility throughout the Lease Term. All grass areas shall be sod.Landlord shall warrant the landscaping for one growing season.

d. Demolition: Necessary demolition to prepare the site for Landlord'sWork and Tenant's Work.

e. Utilities: Landlord to provide electrical, gas, sanitary andwater service to the Premises and pay all connection andhookup/tapping/development fees associated. Utilities shall be inaccordance with Tenant's plans and specifications and as follows:

i. Water Service: Water service to be 1"- 1 1/2" with a staticpressure of 60 psi - 90 psi. Actual pipe sizing and pressure will bedetermined by the distance from the main water line to the building.Water line shall be stubbed into the premises with a shut off valveinstalled for tenant to distribute.

ii. Natural Gas Service: Supply a gas line suitable to supply therequired design loads of Tenant's HVAC equipment and interiorlaboratory. If gas is not available, Tenant shall install a 100# propanetank at the rear of the plaza/building for Tenant to pipe gas into the labspace.

iii. Sewer Service: 4" minimum sewer line stubbed into thepremises at an invert elevation no less than -30" below finished floor.

iv. Telephone/High Speed Service: Two inch (2") minimumconduit with pull string and other hardware as required by thetelephone company from the nearest telephone service facility andterminating on a plywood backer at a location in the Premises to bedetermined by Tenant. Two inch (2") minimum conduit with pullstring and other hardware as required by the local high speed/fibercompany from the nearest point of service and terminating on aplywood backer at a location in the Premises to be determined byTenant.

v. Electrical Service: As per Section 7.

vi. A separate mail box installed by Landlord if required byUnited States Postal Service and per United States Postal Servicespecifications.

f. Exterior Lighting: The average maintained light level within fifty feet(50') of the Premises, measured from the storefront of the Premises,shall be five (3-4) foot candles measured at the ground level.

g. Trash Enclosure: A concrete pad, concrete apron, enclosureand other components required by applicable building codes, laws,rules, and regulations shall be installed. The final location of theenclosure shall be approved by Tenant. Enclosure shall be suitable foraccommodating trash dumpsters and recycling dumpsters as requiredby applicable building codes and ordinances. The enclosure shall beconstructed of materials reasonably compatible with the exterior of thebuilding.

h. Storm Water/Site Drainage: Site drainage/catch basinsthroughout parking and planted areas shall be installed by Landlordper applicable building codes. Such drainage/catch basins shall bedesigned and installed to allow for free drainage and to eliminatestanding water.

3. BUILDING SHELL: Building Shell shall include, but not belimited to:

a. Structural components in accordance with the Plans andapplicable building codes. Building height shall accommodate (i) aten foot (10') window frame height, (ii) a minimum eight foot six inch(8'6") height Exterior Insulation Finish System (EIFS) sign band andapplicable structural supports for Tenant's signs(s) & awning(s),one-half inch (1/2") plywood minimum for sign band & awningblocking (see attached building look) (Landlord to verify sign bandheight and length with Construction Manager prior to start ofLandlord's Plans), (iii) with a minimum twelve foot (12') clear interiorunobstructed space above the floor, and (iv) a minimum fifteen andone-half foot (15 1/2') floor to bottom of roof deck height. All systemsand components, including, but not limited to, lights, ducts, sprinklersystem, telephone lines, conduit, plumbing, roof drains, and structuralelements shall be installed above twelve feet (12').

b. Complete roofing system, with a minimum ten (10) yeartransferable manufacturer warranty. Ventilation and insulation shallconform to applicable building codes. Rigid Insulation shall beinstalled on the exterior of the roof deck (R30 minimum value or perlocal code). The roof shall not pitch toward the entrance of thebuilding. Roof material shall be 60 mil EPDM (Rubber) membraneroof or Ultraply TPO roof Membrane.

c.Exterior wall system shall include adequate backing for Tenant'ssigns & awnings. Landlord shall use Tenant's Guide Plan to design thebuilding. Such guide plans have all specifications within. Anydeviation from the guide plans will need to be approved by the Tenant. (A set of guide plans can be sent to you upon request) Finalelevations are to be approved by Tenant.

d. Exterior surfaces and trade dress to be finished and painted ifneeded by Landlord per approved elevations. Landlord shall providebuilding address numbers in accordance with applicable buildingcodes.

e. Perimeter walls shall drywall ready or furred out with either 2" hatchannel or 2 x 4 studs. All Perimeter walls shall be insulated with an Rvalue of R19 or applicable to local building codes. Exterior walls shallhave a functioning vapor barrier installed. (If applicable to climate)Tenant will install all drywall.

f. Tenant separation walls shall be constructed with six inch (6") twentygauge (20 ga) metal studs spaced @ 16" on center from floor tounderside of roof deck. 6" insulation shall be installed for soundattenuation. No drywall on Tenant's side of wall shall be installed.

g. All energy calculations, if required by governmental authorities, willbe made in accordance with Tenant's plans and specifications.

4. FLOOR SLAB AND FINISH: A smooth and level concretefloor slab, free of leveling products, with not more than one-eighthinch (1/8") variation in ten feet (10'). Landlord is to give Tenant (3)three weeks' notice prior to pouring the floor slab so Tenant can installtheir underground plumbing and electrical. All floor coverings to beinstalled by Tenant. If the slab is existing, an ardex (concrete based)leveling product can be used to obtain the specification listed above.

5. STOREFRONT/DOORS/WINDOWS:

a. Storefront window frames: Storefront to be provided byLandlord and shall include a minimum window frame height of tenfeet (10') above finish floor and door locations in accordance withTenant's plans. The storefront shall include all storefront structuralcomponents, with all columns and voids, completed and clad withstorefront metal. The storefront window frames shall be Kawneer twoinch by four and one-half inch (2"x 4 1/2") IS451 center glazed systemwith a five (5) year manufacturer's warranty or equal.

b. Doors: Narrow style 250 A.D.A. approved single acting,fully weather-stripped, surface applied, LCN 4041 or approvedclosers, one-half inch (1/2") maximum threshold, Type "B" push/pullhardware pairs 3070 with transom, and one-quarter inch (1/4") cleartempered door glass.

c.Glass: Minimum one inch (1") clear insulated low-E, with writtenverification from Glass Company, dual sealed units.

d. Secondary exit/service door: shall be minimum 3'-0" wide &open directly to the exterior or to a handicap accessible exit corridorand/or sidewalk per local building codes and ordinances. Secondaryexit/service door shall have Hager 4500 series with 45NL ARCUS26D. The rear service door shall have exterior "keyed" access. Thelocation of the Secondary exit/service door shall be approved byTenant.

6. PLUMBING: Landlord shall provide plumbing as follows:

a. Exterior: Landlord shall provide a minimum of two (2)insulated, exterior hose bibs for free standing projects only.

b. Roof Drains: Landlord shall provide roof drains andcomplete storm drainage system as required per applicable buildingcode and in locations approved by Tenant. Roof drains are to run anddrain to the back of the Premises. If roof drains run and drain to theentrance side of the Premises, such drains must be interior wall roofdrains and must be connected to and run into an underground stormdrain system or drywell. If Landlord installs interior roof drains, thedrains shall be insulated and the location of the drains shall be subjectto Tenant's prior written approval.

c.Fire Sprinkler System: Landlord shall provide, when required bycode, a fire sprinkler system in a basic 10 x 10 grid pattern to cover theopen space. Tenant to make all modifications to the system to conformto Tenant's layout. If Tenant is required to use landlord's Fire sprinklersub-contractor, the bid must be reasonable and within five percent(5%) of the lowest competitive bid for such work or Landlord shallincrease the TIA in the amount equal to the difference or allow Tenantto use another qualified sub-contractor for such work.

7. ELECTRICAL:

a. A 400 Amp 120/208V 3 phase service will be made availableby Landlord for Tenants use Landlord shall provide and install serviceto a meter box & fused disconnect for the electrical service dedicatedsolely to Tenant in accordance with metering requirements of theutility company. Landlord shall install the meter box & disconnect ina location acceptable to the local utility company. Landlord shall beresponsible for all installation related service fees. Tenant will pull theservice into the building through a properly sized conduit installed byLL. The conduit will terminate within the Tenants mechanical room inthe vicinity of the electrical panels.

b. Landlord or utility company shall provide main switchgear,properly sized conduit, switchgear pad, bollards, main electricalservice cable, contactors, disconnects, and conduit sweeps. Conduitand wire sizes are per National Electrical Code. All wire and bus shallbe copper. Final location must be verified with Tenant prior toinstallation.

c. Fire Alarm System: Landlord shall provide, when required bycode, a fire alarm system which shall be installed to the open floorplan which includes the main fire panel. Tenant to make allmodifications to the system to conform to Tenant's layout and tie backinto the main panel supplied by the Landlord. If Tenant is required touse landlord's Fire alarm sub-contractor, the bid must be reasonableand within 5% of the lowest competitive bid for such work orLandlord shall increase the TIA in the amount equal to the differenceor allow Tenant to use another qualified sub-contractor for such work.

8. HVAC:

a. Landlord and Tenant to coordinate the installation of any new roof topunits ("RTUs"). Landlord shall give Tenant (3) three weeks' noticeprior to installation of the roof so Tenant can install their RTU curbsprior to the roofing being installed. Landlord shall provide allstructural modifications to the roof structure to accommodate TenantsRTUs.

9. MISCELLANEOUS PROVISIONS APPLICABLE TOLANDLORD'S WORK:

a. Landlord to provide Tenant with a full set of construction documentsfor the work being performed. Drawings are to include, but not limitedto Architectural, Structural, Mechanical, and Electrical, Plumbing &civil drawings.

b. Landlord shall send weekly construction/ progress reports. Reports areto be sent once a week to the Tenant. The reports are to includingpictures along with the weekly tasks that were completed.

c. Landlord shall provide Tenant with a written constructionschedule for Landlord's Work at least thirty (30) days beforecommencement of construction.

d. All mechanical, electrical, plumbing and life safety systemsshall be new and in good working order at the time Landlord deliverspossession of the Premises.

e.Landlord warrants all improvements, including, but not limited tomechanical, electrical and plumbing systems, for a period of at leastone (1) year longer if required under the Lease, and assigns allassignable warranties to Tenant.

f. All permits, including health, fees, licenses, architecturaldrawings, engineering, consulting services, testing services, or for thedevelopment of the Premises and/or Shopping Center, including, butnot limited to, water connection or capacity fees, sewer connection orcapacity fees, development/license taxes, school related fees, or offsitedevelopment requirements and the like necessary for the foregoingshall be provided by Landlord at its sole cost and expense.

g. Landlord shall, at its sole cost and expense, secure from cityor local governing body a substantial completion document or the localequivalent for Landlord's Work. The substantial completion documentshall be provided to Tenant's on-site representative or as specified byTenant under the Lease.

h. Landlord shall remove trash and unused construction materials uponcompletion of Landlord's Work.

i. Upon completion of Landlord's Work, Landlord will provide Tenantwith the names and addresses of the general contractor and the othercontractors, subcontractors, suppliers and vendors involved inLandlord's Work.

j. Landlord agrees to hang banners provided by Tenant at thecommencement of construction.

k. The foregoing description of Landlord's Work does notsupersede any local code requirements. Landlord is responsible fordelivering a building that meets all local code requirements.

l. Landlord shall provide access to the sign facade from the interior ofthe Premises for Tenant's sign installation, including, but not limitedto, access to accommodate attachment of the signs to the building andelectrical service. Landlord will also provide the roof penetration toallow access for power to Tenant's signage if access is not availablethrough the interior of the Premises.

m COMPLETION SCHEDULE: Landlord shall cause theconstruction of Landlord's Work to be undertaken promptly and shallcause the construction of Landlord's Work to be diligently andcontinuously performed in a good and workmanlike manner.

n. COMPLIANCE: Landlord shall construct Landlord's Worksubstantially in accordance with all applicable ordinances and statutesand in accordance with the requirements of all regulating authoritiesand any rating or inspection organization, bureau, association, or officehaving jurisdiction.


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



T2.0

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

LANDLORD WORK LETTER

1714200

LANDLORD WORK LETTER

RESPOSIBILITY MATRIXITEM LANDLORD ASPEN COMMENTS

SITE ACCESSABILITY TO ENTRANCE X MUST COMPLY WITH ADA

PARKING LOT X

SITE LIGHTING X

FLOOR SLAB X X LANDLORD TO GIVE TENANT (3) WEEKS'NOTICE PRIOR TO POUR. SEE WORK LETTER

FLOOR SLAB CUTS X

PERIMETER WALLS X X SEE WORK LETTER

DEMISING WALLS X X SEE WORK LETTER

TOILET ROOMS X

INTERIOR ROOM WALLS XPERIMETER WALL PATCHING X

REAR DOOR X

TOILET ROOM DOORS/FRAMES/HARDWARE X

INTERIOR DOORS/FRAMES/HARDWARE X

STOREFRONT X

CASEWORK X NOTE (2) - SEE BELOW

INTERIOR FURNISHINGS AND EQUIPMENTS X NOTE (1) - SEE BELOW

DENTAL EQUIPMENT X NOTE (2) - SEE BELOWPAINTING XFLOORING X NOTE (1) - SEE BELOWSUSPENDED CEILING X

WALL HUNG MIRROR X

TOILET PAPER DISPENSER X

GRAB BARS X

TOILET ROOM SIGNAGE X NOTE (1) - SEE BELOW

SOAP DISPENSER X NOTE (1) - SEE BELOWELECTRIC HAND DRYER X

WALL HUNG LAVATORY X

WATER CLOSET X

BOTTLE FILLING STATION X

TOILET ROOM FLOOR DRAINS TRAPPRIMERS X

20 GALLON WATER HEATER X

MECHANICAL ROOM SLOP SINK XVACUUM/AIR SYSTEM X NOTE (2) - SEE BELOWWATER SERVICE XWATER METER XBACKFLOW PREVENTER XELECTRIC METER X400 AMP ELECTRICAL SERVICE X X SEE WORK LETTEREXIT SIGNS X NOTE (1) - SEE BELOWEMERGENCY LIGHTS X NOTE (1) - SEE BELOW

TOILET ROOM GFI X

DUPLEX OUTLETS AT PERIMETER WALLS X SPACED PER CODE, PER DWG'S

PANEL TO EXTERIOR SIGNAGE X WITH TIME CLOCK & PHOTO CELLINTERIOR ELECTRICAL XCAN LIGHTING X NOTE 1INTERIOR 2x2 LIGHTING X NOTE 1CONDUIT FOR CABLE TV X MAIN DMARK TO TENANT SPACECONDUIT FOR TELEPHONE X MAIN DMARK TO TENANT SPACETELEPHONE/EQUIPMENT XGAS PIPING TO LAB XGAS PIPING RTU'S X

HVAC UNITS X SEE WORK LETTER

HVAC DUCTWORK X

TOILET EXHAUST X

LAB/MECHANICAL EXHAUST X

FIRE SPRINKLER X XWILL BE SUBMITTED IN THESE DOCUMENTSAND MODIFIED BY TENANT'S CONTRACTORIF REQUIRED BY CODE

CONTRACTOR TO REFER TO T2.0 LANDLORD WORK LETTER FOR ADDITIONAL INFORMATION

1.) SUPPLIED BY ASPEN DENTAL MANAGEMENT INC. AND INSTALLED BYASPEN DENTAL MANAGEMENT GENERAL CONTRATOR.

2.) SUPPLIED AND INSTALLED BY OTHERS

GENERAL CONTRACTOR TO COORDINATE WITH ALL NATIONALACCOUNT CONTACTS FOR ALL MATERIALS AND LEAD TIMES-SEE CONTRACT EXHIBITS FOR RELEASE FORMS-SEE CONTRACT SCHEDULE FOR REQUIRED MATERIAL ORDERDATES

FLOORINGASPEN DENTAL WILL PURCHASE ALL FLOORING THROUGHA NATIONAL ACCOUNT. (CARPET, WALK-OFF, LVT, VCT,COVE BASE, TRANSITIONS, GLUES) FOR THE JOB. TORELEASE FLOORING PRODUCT, PLEASE CONTACT CARPETWHOLESALE INC. MR. PAUL KRAWCZYK AT (315) 422-1489OR E-MAIL [email protected]

LIGHT FIXTURESASPEN DENTAL WILL PURCHASE ALL LIGHT FIXTURESTHROUGH A NATIONAL ACCOUNT. (ALL FIXTURES ASNOTED ON THE LIGHTING FIXTURE SCHEDULE SHOWN ONSHEET E1.1L) TO RELEASE THE LIGHT FIXTURES FROM THEDISTRIBUTER, PLEASE CONTACT SHAWN NOLAN AT (315)474-7841 X1112 OR NICOLE TICKNER AT (315) 474-7841 X1118OR YOU CAN E-MAIL THEM [email protected]

RTAC UNITSASPEN DENTAL WILL PURCHASE ALL RTAC'S THROUGH ANATIONAL ACCOUNT.

CARRIER NORTHEAST1401 ERIE BLVD. E.SYRACUSE, NY 13210CONTACT: DAVID GERVASIP: (315) 703-8223F: (315) 705-0348C: (315) 345-6748

GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND/OR REGULATIONS.

2. ALL WORK SHALL BE DONE IN A MANNER CONSISTENT WITH THE HIGHEST STANDARDS OF THE RESPECTIVE TRADES.

3. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE BIDDING, IF BUILDING IS BUILT.

4. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS BEFORE PROCEEDING WITH THE WORK. IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR SHALL NOTIFY ASPEN DENTAL MANGMENT INCORPORATED (ADMI) IMMEDIATELY.

5. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE OWNER WITH RESPECT TO CONSTRUCTION SCHEDULING, COORDINATION, TEMPORARY CONSTRUCTION UTILITIES, ECT.

6. ALL MATERIALS, PRODUCTS AND UNITS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. ASPEN DENTAL SHALL BE NOTIFICED IMMEDIATELY OF ANY DISCREPANCIES.

7. INSTALLATION OF ALL MATERIALS AND/OR UNITS TO BE SELECTED BY, SUPPLIED BY, AND/OR INSTALLED BY THE OWNER SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTOR TO MAINTAIN THE CONSTRUCTION SCHEDULE. PRIOR TO THE COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE OWNER OF ALL QUANTITIES OF OWNER SUPPLIES MATERIALS AND/OR UNITS NOT SPECIFICALLY CALLED OUT IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF REQUIRED DELIVERY DATES OF OWNER SUPPLIED MATERIALS AND UNITS.

8. ALL FINISH PAINT SHALL BE APPLIED OVER A COMPATIBLE FACTORY OR FIELD APPLIED PRIMER.

9. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND ADJACENT AREAS AT ALL TIMES DURING CONSTRUCTION. ANY AREA DAMAGES OR AFFECTED BY CONSTRUCTION SHALL BE PATCHED, REPAIRED, OR REPLACED AS REQUIRED TO MATCH EXISTING OR ADJACENT AREAS AT THE CONTRACTORS EXPENSE.

10. THE CONTRACTOR SHALL YIELD TO THE OWNER AND THEIR VISITORS AT ALL TIMES.

11. THE CONTRACTOR SHALL NOT DISRUPT THE BUILDING OR OPERATIONS WITHOUT PRIOR SCHEDULING AND APPROVAL FROM THE OWNER/LANDLORD.

12. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION FROM THE FINAL CONSTRUCTION DOCUMENTS, NO MATTER WHAT THE CAUSE, UNLESS A WRITTEN DIRECTIVE IS GIVEN BY THE ARCHITECT.

13. IF CONFLICT OCCURS ON THESE CONSTRUCION DOCUMENTS AND/OR THE SPECIFICATIONS, THE CONTRACTOR SHALL BID THE HIGHER QUALITY AND/OR QUANTITY. THE CONTRACTOR SHALL ALSO CONTACT ASPEN DENTAL FOR CLARIFICATION BEFORE SUBMITTING HIS BID.

14. ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERRED BY THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

15. ALL WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES AND APPARATUS NORMALLY DEEMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS.

16. ALL DIMENSIONS ARE CLEAR (FINISH TO FINISH). ALL FINAL DIMENSIONS AND LAYOUT SHALL BE VERIFIED WITH AND APPROVED BY THE OWNER AS REQUIRED BEFORE PROCEEDING WITH THE WORK.

17. ALL PERMITS, INSPECTIONS AND APPROVALS SHALL BE SECURED BY THE CONTRACTOR.

18. ALL PROJECTIONS THROUGH THE ROOF SHALL BE FLASHED AND COUNTER-FLASHED AS REQUIRED. ROOF WORK SHALL BE PERFORMED BY LANDLORDS ROOFING CONTRACTOR AT TENTANTS COST.

19. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS BLOCKING AND BRACING AS REQUIRED. ALL WOOD BLOCKING/BRACING IN CONSTRUCTION TYPES I & II TO BE FIRE TREATED AS REQ'D BY CODE. WOOD BLOCKING/BRACING IN CONSTRUCTION TYPES III THRU V TO BE FIRE TREATED ONLY IF IN RATED ASSEMBLIES.

20. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES, PROCEDURES, SEQUENCES OR SCHEDULING IN CONNECTIONS WITH THE WORK.

21. IN THE EVENT OF NOTE DIRECTION OR MATERIAL SPECIFICATION CONFLICT IN THESE DOCUMENTS, CONTACT ASPEN DENTAL.

22. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIAL ON A DAILY BASIS AND KEEP THE JOB SITE AND ALL EGRESS EXIT PATHWAYS BROOM CLEAN AT ALL TIMES. ALL WASTE MATERIAL SHALL BE DISPOSED OF PROPERLY.

NOTE:INFORMATION CONCERNING EXISTING BUILDING CONDITIONS WAS OBTAINED FROMVARIOUS CONSTRUCTION DOCUMENTS AND FROM FIELD OBSERVATIONS. EVERY EFFORTHAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS. HOWEVER, ALL WORKMUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, AND ANY CONFLICT BETWEEN THESEDOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TOASPEN DENTAL FOR VERIFICATION AND/OR CORRECTION. THE ARCHITECT ASSUMES NORESPONSIBILTY FOR ANY WORK WHICH DEVIATES FROM THE FINAL CONSTRUCTIONDOCUMENTS, NO MATTER WHAT THE CAUSE, UNLESS A WRITTEN DIRECTIVE IS ISSUED BYTHE ARCHITECT PRIOR TO CONSTRUCTION OR INSTALLATION OF THE WORK.

CLOSE-OUT / O&M MANUALS· CLOSE-OUT PER TERMS OF THE CONTRACT BETWEEN GENERAL

CONTRACTOR & ASPEN DENTAL.

AS-BUILT DRAWINGS·

CONTRACTOR/ SUB-CONTRACTOR NOTE· ALL TRADES SHALL CROSS REFERENCE ALL CONSTRUCTION

DOCUMENTS FOR COORDINATION AND SCOPE OF WORK.

SHOP DRAWINGS· SHOP DRAWINGS NEEDED FOR SPRINKLER & FIRE ALARM WORK

ONLY. (WHERE APPLICABLE)

PROJECT FINAL PAYMENT·

MEP AND FIRE PROTECTION NOTES· INFORMATION SHOWN ON THESE DRAWINGS FOR (PLUMBING, HVAC,

ELECTRICAL AND FIRE PROTECTION) IS FOR GENERAL DESIGN INTENT/BIDDING & INSTALLATION PURPOSES ONLY.

· ALL CONTRACTORS TO COMPLY W/ ALL LOCAL/STATE CODES & ORDINANCES.

· ALL CONTRACTORS ARE RESPONSIBLE FOR ALL FEES/ PERMITSASSOCIATED WITH THESE TRADES FOR COMPLETION OF WORK OUTLINED.

SUBMITTAL AND FEES· SUBMITTALS ONLY NEEDED IF MATERIALS ARE DIFFERENT FROM

WHAT IS SPECIFIED ON PLANS.

AS-BUILT DRAWINGS PER TERMS OF THE CONTRACT BETWEEN GENERALCONTRACTOR & ASPEN DENTAL.

FINAL PAYMENT PER TERMS OF THE CONTRACT BETWEEN GENERALCONTRACTOR & ASPEN DENTAL.


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



T2.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

PROJECT INFORMATION &RESPONSIBILITY MATRIX

1714200

NATIONAL ACCOUNT INFORMATIONSCOPE OF WORK

PROJECT NOTES

I. GENERAL REQUIREMENTS

A. THE PLANS AND SPECIFICATIONS ARE INTENDED TO GIVE A DESCRIPTION OF THE WORK. NO DEVIATION FROM THE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF EXCEL ENGINEERING, INC. THE CONTRACTOR IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND ACCESS TO THE WORK AREA.

B. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR AND SHALL HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SAFETY PRECAUTIONS AND PROCEDURES USED TO CONSTRUCT THE WORK.

C. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL (INCLUDING TAXES) AND EQUIPMENT AS NECESSARY TO COMPLETE THE WORK. PERMITS SHALL BE OBTAINED AND PAID FOR BY THE RESPECTIVE CONTRACTOR, INCLUDING TEMPORARY OCCUPANCY PERMIT IF REQUIRED.

D. THE CONTRACTOR SHALL FURNISH TEMPORARY BRACING OF ALL BUILDING ELEMENTS DURING CONSTRUCTION. TEMPORARY BRACING SYSTEMS SHALL BE DESIGNED TO WITHSTAND CODE DESIGN LOADS. CONTRACTOR SHALL RETAIN SERVICES OF A PROFESSIONAL ENGINEER TO DESIGN AND SUPERVISE BRACING INSTALLATION IF THEY DO NOT HAVE THE EXPERTISE REQUIRED.

E. ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS, INCLUDING THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT (A.D.A.) ARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO WORK UNDER THIS CONTRACT.

F. IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS NEAT, SECURE AND OF THE BEST QUALITY WITH THE BEST POSSIBLE APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OF MATERIALS AND WORKMANSHIP.

G. REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS INTENDED TO ESTABLISH A QUALITY STANDARD, AND NOT TO LIMIT COMPETITION. THE WORDS "OR APPROVED EQUIVALENT" ARE IMPLIED FOLLOWING EACH BRAND NAME/MODEL NUMBER UNLESS STATED OTHERWISE. "OR APPROVED EQUIVALENT" MATERIALS SHALL BE APPROVED BY EXCEL ENGINEERING, INC. PRIOR TO BIDS BEING ACCEPTED AND ACCEPTANCE FOR USE. PROVIDE A LETTER FROM THE MANUFACTURER CERTIFYING THAT THE PRODUCT MEETS OR EXCEEDS THE SPECIFIED PRODUCT.

H. SUBMIT FIVE (5) COPIES OF STRUCTURAL (HVAC, PLUMBING, FIRE PROTECTION AND ELECTRICAL IF PART OF THIS PLAN) SHOP DRAWINGS TO EXCEL ENGINEERING, INC. FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTING FOR APPROVAL SHOP DRAWING SUBMITTALS MUST BE 100% COMPLETE AND IN ONE (1) PACKAGE FOR THE ITEM BEING SUBMITTED. NON-COMPLETE SHOP DRAWINGS OR PARTIAL ITEM SHOP DRAWINGS WILL BE RETURNED TO THE CONTRACTOR WITHOUT COMMENT AND STAMPED "REJECTED-RESUBMIT." CONTRACTORS WHO KNOWINGLY WANT TO SUBMIT NON-COMPLETE SHOP DRAWINGS OR BREAK SINGLE ITEM SHOP DRAWINGS INTO MULTIPLE SUBMITTALS WILL BE RESPONSIBLE TO MAKE ARRANGEMENTS WITH EXCEL ENGINEERING, PRIOR TO SUBMITTING THE SHOP DRAWING(S), TO COMPENSATE EXCEL ENGINEERING FOR THE EXTRA WORK INVOLVED. NON- STRUCTURAL ITEMS AND SAMPLES FOR FINISHES ARE TO BE SUBMITTED TO EXCEL ENGINEERING, INC. FOR APPROVAL PRIOR TO INSTALLATION.

I. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A CERTIFICATE OF INSURANCE FOR NOT LESS THAN THE FOLLOWING LIMITS:

1. WORKER'S COMPENSATION AND EMPLOYERS LIABILITY A. PER STATUTORY LIMITS

2. COMMERCIAL GENERAL LIABILITY A. GENERAL AGGREGATE: $2,000,000 B. PRODUCTS AND COMPLETED OPERATIONS AGGREGATE: $2,000,000 C. PERSONAL AND ADVERTISING INJURY: $1,000,000 D. EACH OCCURRENCE: $1,000,000

3. COMPREHENSIVE AUTOMOBILE LIABILITY A. COMBINED SINGLE LIMIT BODILY INJURY AND PROPERTY DAMAGE: $1,000,000 B. NON-OWNED AND HIRED AUTOMOBILE: $1,000,000

J. THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF THE CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH THE WORK.

K. THE CONTRACTOR SHALL FURNISH TEMPORARY OFFICE, TOILET FACILITIES, WORKING TELEPHONE, ELECTRICITY, HEAT, WATER AND FIRE EXTINGUISHERS AS REQUIRED FOR COMPLETION OF THE WORK UNLESS THE OWNER HAS AGREED IN WRITING TO FURNISH OR WAIVE ANY OF THE ABOVE ITEMS.

L. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT AS REQUIRED, COMPETENT ON SITE SUPERVISION, AND BROOM CLEANING OF CONSTRUCTION SITE INCLUDING DUMPSTERS FOR REFUSE DISPOSAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON SITE AND PROTECTION OF SITE PER LOCAL, STATE AND FEDERAL REQUIREMENTS.

M. NOTIFY ARCHITECT ONE WEEK IN ADVANCE TO SCHEDULE FINAL COMPLIANCE WALK-THRU. PRIOR TO THIS WALK THRU, PROVIDE THE ARCHITECT WITH THE FIRE PROTECTION SYSTEM TEST REPORT AND A COPY OF THE ELEVATOR INSPECTION REPORT AS APPLICABLE. ALL COMPONENT SUBMITTALS SHOULD BE FILED AND AVAILABLE FOR REVIEW AT THE WALK THRU. THE BUILDING SHALL BE COMPLETE AND ALL SYSTEMS OPERATIONAL AT THE TIME OF THE WALK THRU. IF THE ARCHITECT IS REQUIRED TO MAKE ADDITIONAL VISITS DUE TO NON- COMPLIANCE, THEY WILL BE CHARGED TO THE REQUESTING CONTRACTOR.

N. THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE PROJECT. FURNISH MANUFACTURER'S WRITTEN WARRANTIES FOR SPECIFIED EQUIPMENT STATING EFFECTIVE WARRANTY DATE.

O. THE CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS REFLECTING ALL CHANGES DURING CONSTRUCTION. PROVIDE TWO (2) COPIES OF OPERATING AND MAINTENANCE MANUALS TO OWNER FOR ALL FURNISHED EQUIPMENT.

II. CONCRETE

A. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE AND CRSI MANUAL OF STANDARD PRACTICE.

B. CONCRETE SLAB CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF GEOTECHNICAL REPORT OR CONSTRUCTION DOCUMENTS.

C. DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94. 1. STRENGTH TO BE MIN. 3,000 PSI AT 28 DAYS FOR FOOTINGS AND WALLS. 2. STRENGTH TO BE MIN. 3,500 PSI AT 28 DAYS FOR SLABS ON GRADE. 3. STRENGTH TO BE MIN. 4,000 PSI AT 28 DAYS FOR COLUMNS, BEAMS, EXTERIOR CONCRETE, STRUCTURAL SLABS, CONCRETE FILLED METAL DECK AND PRECAST TOPPINGS. 4. SLUMP SHALL NOT EXCEED 4". 5. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH 4-7% AIR CONTENT. NO OTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF EXCEL ENGINEERING, INC. CALCIUM CHLORIDE SHALL NOT BE USED. 6. MAXIMUM AGGREGATE SIZE FOR FOOTING TO BE 1 1/2" AND MAXIMUM AGGREGATE SIZE FOR ALL OTHER WORK TO BE 3/4"

D. PLACE SLABS ON GRADE WITH CONSTRUCTION JOINT OR SAW JOINT AS INDICATED ON THE PLANS. SAW CUT TO BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. ALL INTERIOR SLABS TO HAVE A TROWEL FINISH AND ALL EXTERIOR SLABS TO HAVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. MAINTAIN FLOOR LEVEL AT WALLS AND PITCH SURFACES UNIFORMLY TO DRAINS. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. FLOORS TO BE STAINED, TO RECEIVE AN ASHFORD SEALER, OR TO RECEIVE ANOTHER FINISH THAT IS NOT COMPATIBLE WITH CURING COMPOUNDS ARE TO BE WET CURED OR CURED WITH AN ARMORLON TRANSGUARD 4000 WET CURE COVER PER MANUFACTURER'S SPECIFICATION. EXTERIOR SLABS SHALL BE SEPARATED FROM BUILDINGS WITH CONTINUOUS 1/2" FIBER EXPANSION JOINT AND/OR 1/4" FIBER EXPANSION JOINT AT DECORATIVE MASONRY UNITS. INTERIOR SLABS SHALL BE SEPARATED FROM FOUNDATION WALLS AND PIERS WITH FORM RELEASE AGENT, 15 LB. FELT OR AS DETAILED ON PLANS.

E. THE SLAB-ON-GRADE FLOOR FLATNESS/LEVELNESS SHALL MEET TO THE FOLLOWING CRITERIA: 1. TOP OF FLOOR ELEVATION SHALL BE WITHIN 3/4" OF DESIGN ELEVATION IN ACCORDANCE TO ACI 117 TOLERANCES. 2. THE SPECIFIED OVERALL VALUE FOR THE FLOOR FLATNESS/LEVELNESS IS AS FOLLOWS: A. NONCRITICAL MECHANICAL ROOMS, NONPUBLIC AREAS, AND PARKING - FF20 / FL15. B. CARPETED AREAS IN COMMERCIAL OFFICE, INDUSTRIAL BUILDING - FF25 / FL20. C. THIN-SET FLOORING, WAREHOUSE - FF35 / FL25. D. WAREHOUSE WITH AIR-PALLET USE, ICE RINKS - FF45 / FL35. E. CRITICAL AREAS AS INDICATED ON PLAN - >FF50 / >FL50. 3. THE MINIMUM LOCAL VALUE FOR THE FLOOR FLATNESS/LEVELNESS SHALL NOT BE LESS THAN 67% OF THE SPECIFIED OVERALL VALUE. 4. CONTRACTOR SHALL REPLACE AREAS THAT DO NOT MEET THESE CRITERIA.

F. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER REINFORCEMENT SHALL BE NOT LESS THAN 3" WHERE CONCRETE IS DEPOSITED AGAINST THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1 1/2" IN ALL OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36 DIAMETERS FOR UP TO #6 BARS, 60 DIAMETERS FOR #7 TO #10 BARS OR AS NOTED ON THE DRAWINGS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC SHALL BE PLACED 2" FROM TOP OF SLAB, UNLESS INDICATED OTHERWISE.

G. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF. PERFORM COMPRESSIVE- STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWO SPECIMENS AT 7 DAYS AND TWO SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING ACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.

H. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION-CONTROL COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING.

I. LIMIT MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE EXPOSED TO FREEZING, THAWING AND DEICING SALTS TO 0.45.

J. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM- FINISH COATING SYSTEM. APPLY NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED.

K. TEST RESULTS WILL BE REPORTED IN WRITING TO ARCHITECT, READY-MIX PRODUCER, AND CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS.

1. INCLUDE THIS SET OF PLANS WITH THE PROJECT AS-BUILT PLANS.

III. LUMBER

A. LUMBER SHALL BE GRADED AND STAMPED WITH MINIMUM STRUCTURAL DESIGN VALUES AS LISTED BELOW. 1. #1/#2 DOUG FIR 850 PSI FB, 95 PSI FV, 1600 KSI E (BEAMS, LINTELS & HEADERS, UNLESS NOTED) 2. #1/#2 S.P.F. 875 PSI FB, 1150 PSI FC, 1400 KSI E (ALL STUDS & PLATES, UNLESS NOTED) 3. LVL @ 1800 KSI E OR MICRO-LAM @ 1900 KSI E 2600 PSI FB, 285 PSI FV (OR AS NOTED ON THE PLANS) 4. WOOD HEADER MATERIAL SHALL BE FREE OF ALL SPLITS, SHAKES AND CHECKS.

B. MISCELLANEOUS LUMBER: PROVIDE NO. 3 OR STANDARD GRADE LUMBER OF ANY SPECIES FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, NAILERS, BLOCKING, AND SIMILAR MEMBERS.

C. PROTECTION AGAINST DECAY WITH PRESERVATIVE-TREATED WOOD SHALL BE REQUIRED IN THE FOLLOWING AREAS: 1. ALL WOOD SILL PLATES, FRAMING, AND FURRING STRIPS ATTACHED TO EXTERIOR BELOW GRADE MASONRY AND CONCRETE WALLS. 2. ALL WOOD PLATES, BLOCKING, FRAMING AND FURRING STRIPS ATTACHED TO EXTERIOR, SINGLE-WYTHE MASONRY WALLS. 3. ALL WOOD CAP FLASHING BLOCKING ATTACHED TO MASONRY OR CONCRETE PARAPETS. 4. ALL WOOD SLEEPERS AND SILL PLATES ON CONCRETE SLABS IN DIRECT CONTACT WITH EARTH. A. EXCEPTION: WOOD SILL PLATES ON CONCRETE SLABS SEPARATED FROM DIRECT CONTACT TO THE EARTH WITH A 10 MIL POLYETHYLENE VAPOR RETARDANT WILL NOT REQUIRE PRESERVATIVE-TREATMENT. 5. ALL WOOD IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER.

D. FINISHES FOR FASTENERS AND HARDWARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD ARE BASED ON THE FOLLOWING ASSUMPTIONS: 1. ALL INTERIOR TREATED WOOD SHALL USE AN ACQ-C, ACQ-D (CARBONATE), CBA-A, OR CA-B TREATMENT WITH RETENTION LEVELS LESS THAN OR EQUAL TO 0.40 PCF, 0.40 PCF, 0.41 PCF, AND 0.21 PCF RESPECTIVELY. 2. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH INTERIOR TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED, MECHANICALLY GALVANIZED, OR STAINLESS STEEL. 3. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH EXPOSED EXTERIOR TREATED WOOD OR UNKNOWN TREATMENTS SHALL BE STAINLESS STEEL. 4. USE TAPCON CLIMASEAL FASTENERS TO CONNECT ACQ-TREATED WOOD BLOCKING TO MASONRY OR CONCRETE PARAPETS.

E. SHOP DRAWINGS FOR PRESERVATIVE-TREATED WOOD, HARDWARE, AND FASTENERS: 1. THE CONTRACTOR SHALL FURNISH MATERIAL CERTIFICATES FOR ALL PRESERVATIVE- TREATED WOOD TYPES, SPECIFYING THE NAME OF THE TREATING COMPANY, THE

PRESERVATIVE USED, THE LEVEL OF TREATMENT (0.10, 0.25, 0.40, ETC.), THE INTENDED USE (ABOVE GROUND, GROUND CONTACT, ETC.), AND A REFERENCE TO THE APPROPRIATE AWPA STANDARD. 2. THE CONTRACTOR SHALL FURNISH MATERIAL DATA SHEETS FOR HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD.

IV. EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

A. ALL EIFS MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES AND TO EIMA GUIDELINE SPECIFICATIONS FOR EXTERIOR INSULATION AND FINISH SYSTEMS, CLASS PB WITH MOISTURE DRAINAGE.

B. SUBMIT THE FOLLOWING ITEMS.

1. PRODUCT DATA: PRODUCT DATA SHEETS DESCRIBING PRODUCTS TO BE USED ON PROJECT. 2. SAMPLES: SAMPLES FOR EACH FINISH, TEXTURE, AND COLOR TO BE USED ON PROJECT. 3. QUALITY ASSURANCE/CONTROL SUBMITTALS: MANUFACTURERS INSTALLATION INSTRUCTIONS.

C. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.

D. STORE MOISTURE SENSITIVE MATERIALS IN WEATHER PROTECTED ENCLOSURES.

E. PROVIDE A COMPLETE EXTERIOR INSULATION AND FINISH SYSTEM ,CLASS PB, CONSISTING OF, BUT NOT LIMITED TO, A AIR & MOISTURE BARRIER, AN ADHESIVE, EXPANDED POLYSTYRENE INSULATION BOARD, BASE COAT, REINFORCING MESH(ES)AND FINISH.

F. INSTALL EIFS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS SHOWN ON PLANS.

G. ALL SURROUNDING AREAS, WHERE THE EIFS HAS BEEN INSTALLED, SHALL BE LEFT FREE OF DEBRIS AND FOREIGN SUBSTANCES RESULTING FROM THE WORK.

H. PROTECT FINISHED WORK FROM INCLEMENT WEATHER UNTIL DRY AND PERMANENT PROTECTION IN THE FORM OF FLASHINGS, SEALANTS, ETC. ARE INSTALLED. I. PROTECT FINISHED WORK FROM DAMAGE DURING REMAINDER OF CONSTRUCTION PERIOD:

V. AIR AND MOISTURE

A. ALL AIR AND MOISTURE BARRIER MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES.

B. SUBMIT THE FOLLOWING ITEMS.

1. PRODUCT DATA: MANUFACTURERS TECHNICAL BULLETINS.

C. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.

D. STORE MOISTURE SENSITIVE MATERIALS IN WEATHER PROTECTED ENCLOSURES.

E. PROVIDE A COMPLETE AIR AND MOISTURE BARRIER SYSTEM USING A FLUID APPLIED THREE- PART SYSTEM. THE SYSTEM CONSISTS OF ADHESIVE MESH TAPE AND LIQUID FILL AND SPRAY WRAP.

1. ACCEPTABLE PRODUCT: PROSOCO R-GUARD OR EQUAL.

F. INSTALL AIR AND MOISTURE BARRIER IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS SHOWN ON PLANS.

1. APPLY R-GUARD TAPE OVER SHEATHING JOINTS AND SEAMS. FOLD AND APPLY R-GUARD TAPE TO ROUGH OPENINGS, INSIDE AND OUTSIDE CORNERS. USE A SEAM ROLLER OR OTHER BLUNT TOOL TO FIRMLY ADHERE TAPE TO SHEATHING.

2. UNIFORMLY COVER TAPE AND ABOUT 4 INCHES OF SHEATHING ON EITHER SIDE OF THE TAPE WITH R-GUARD FILL USING A TROWEL OR TEXTURE SPRAYER. TROWEL SMOOTH. SPOT FILL FASTENERS AND SURFACE DEFECTS WITH R-GUARD FILL. LET DRY.

3. SPRAY OR ROLLER APPLY R-GUARD SPRAY WRAP TO THE ENTIRE SURFACE-INCLUDING AREAS COVERED BY R-GUARD TAPE AND R-GUARD FILL TO A UNIFORM WET MIL THICKNESS (10 MILS). LET DRY. ON MASONRY CONSTRUCTION, WHEN SPRAY APPLYING, BACKROLL TO CLOSE PINHOLES AND ENSURE EVEN COVERAGE. APPLY NUMBER OF COATS AS REQUIRED BY MANUFACTURERS SPECIFICATIONS.

G. ALL SURROUNDING AREAS, WHERE THE AIR AND MOISTURE BARRIER HAS BEEN INSTALLED, SHALL BE LEFT FREE OF DEBRIS AND FOREIGN SUBSTANCES RESULTING FROM THE WORK.

H. PROTECT FINISHED WORK FROM DAMAGE DURING REMAINDER OF CONSTRUCTION PERIOD.

VI. INSULATION

A. ALL INSULATION MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES.

B. PRODUCT: FIBERGLASS INSULATION TO BE FIBERGLASS BATT OR ROLL COMPLYING WITH ASTM C665 AND NONCOMBUSTIBLE PER ASTM E136. THICKNESS OR R VALUE AS INDICATED ON PLANS. IF THICKNESS IS NOT SHOWN ON PLANS, THICKNESS TO BE THE DEPTH OF THE WALL OR RAFTER SYSTEM. 1. MANUFACTURER: CERTAINTEED OR OWENS CORNING.

C. PRODUCT: VAPOR RETARDER TO BE MEMBRANE VAPOR RETARDER INSTALLED ON WARM SIDE (NORMALLY INSIDE) FACE OF THE INSULATION. 1. MANUFACTURER: CERTAINTEED.

D. PRODUCT: ACOUSTICAL WALL INSULATION TO BE NOISE REDUCER SOUND CONTROL BATTS IN WOOD FRAME CONSTRUCTION. WALL INSULATION TO BE CERTASOUND SOUND ATTENUATION BATTS IN METAL FRAMED WALLS AND CEILINGS. ACOUSTICAL CEILING BATTS TO BE CERTASOUND. 1. MANUFACTURER: CERTAINTEED.

E. FOLLOW MANUFACTURERS INSTRUCTIONS ON PRODUCT STORAGE AND HANDLING.

F. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS SHOWN ON PLANS.

VII. SEALANTS

A. CAULK AROUND ALL WINDOWS, DOORS, VENT OPENINGS, WHERE DIFFERENT MATERIALS MEET, ROOF OPENINGS, EAVES, SOFFITS, JOINTS, COUNTERTOPS, DOOR FRAMES, ETC. AND AS REQUIRED FOR A WATERTIGHT CONNECTION. PROVIDE SONNEBORN SONOLASTIC NP2 FOR ALL CMU CONTROL JOINTS. PROVIDE "TREMCO DYMERIC 240 FC" AT ALL NON-FINISH INTERIOR & EXTERIOR LOCATIONS. SEE FLOOR PLAN. CAULK TO BE INSTALLED AFTER FINISH IS APPLIED TO SURFACES PER MANUFACTURER.

VIII. DOORS, WINDOWS AND FRAMES

A. REQUIREMENTS 1. FURNISH AND INSTALL ALL DOORS AND WINDOW ASSEMBLIES AS INDICATED ON THE PLANS ALONG WITH ALL HARDWARE INDICATED AND THAT MAY BE REQUIRED FOR A COMPLETE JOB. 2. ALL DOORS AND WINDOWS SHALL OPERATE SMOOTHLY WITHOUT BIND AND BE INSTALLED PLUMB AND TRUE. 3. ALL HARDWARE SHALL FIT PROPERLY AND BE ADJUSTED AS REQUIRED. 4. PROVIDE INSECT SCREENS ON ALL OPERABLE WINDOW UNITS.

IX. HARDWARE

A. REQUIREMENTS 1. ALL LOCKSETS SHALL BE LEVER TYPE AS REQUIRED TO MEET REQUIREMENTS OF A.D.A. 2. ALL OTHER HARDWARE SHALL CONFORM TO THE REQUIREMENTS OF A.D.A. 3. ALL EXIT DOORS SHALL BE EQUIPPED WITH LEVER TYPE OR PANIC TYPE EXIT HARDWARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A LATCH, KEY OR BOLT. 4. CONTRACTOR TO COORDINATE KEYING SCHEDULE WITH OWNER.

X. SAFETY GLAZING

A. PROVIDE SAFETY GLASS IN ALL GLAZING AS LISTED BELOW UNLESS NOTED OTHERWISE: 1. WHERE REQUIRED BY FEDERAL, STATE AND LOCAL CODES.

B. SAFETY GLASS REQUIREMENTS 1. SAFETY GLASS SHALL BE, BUT NOT LIMITED TO A. TEMPERED GLASS B. LAMINATED GLASS C. SAFETY PLASTIC D. SAFETY INSULATING UNITS WHICH MEET THE TEST REQUIREMENTS OF ANSI Z97.1, AND WHICH ARE CONSTRUCTED, TREATED, OR COMBINED WITH OTHER MATERIALS SO AS TO MINIMIZE THE LIKELIHOOD OF CUTTING AND PIERCING INJURIES RESULTING FROM HUMAN IMPACT WITH THE GLAZING MATERIAL. 2. ALL SAFETY GLAZING MATERIAL SHALL BE LABELED PER LOCAL, STATE, AND FEDERAL REQUIREMENTS.

XI. DRYWALL STUDS (INTERIOR NON-BEARING)

A. REQUIREMENTS 1. STUDS SHALL BE SECURED TO TOP AND BOTTOM TRACK WITH (1) #8ML SCREW IN EACH FLANGE (UNLESS A SLIP TRACK IS REQUIRED AT THE TOP OF THE WALL). 2. PROVIDE SLIP TRACK AT TOP OF FULL HEIGHT PARTITIONS. 3. STUDS SHALL BE INSTALLED PER "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY UNITED STATES GYPSUM COMPANY LATEST EDITION. 4. DRYWALL STUDS SHALL BE INDICATED ON THE PLANS.

XII. DRYWALL

A. DRYWALL SHALL BE INSTALLED PER THE LATEST EDITIONS OF "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD" GA-216 AS PUBLISHED BY THE GYPSUM ASSOCIATION AND THE "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY UNITED STATES GYPSUM COMPANY. 1. PROVIDE CONTROL JOINTS PER THESE REQUIREMENTS. 2. PROVIDE M.R. DRYWALL AT ALL FRP, CERAMIC WALL TILE, PORCELAIN WALL TILE, COOLER PANEL, FREEZER PANEL AND DAMP/WET LOCATIONS.

B. DRYWALL FINISHES SHALL BE INSTALLED PER THE LATEST EDITION OF "RECOMMENDED LEVELS OF GYPSUM BOARD FINISH" GA-214-96 AS PUBLISHED BY THE AWCI, PAINTING AND DECORATING CONTRACTORS OF AMERICA, GYPSUM ASSOCIATION AND CISCA. PROVIDE A LEVEL 1 FINISH AT ALL UNEXPOSED AREAS OR AS NOTED ON PLANS.

C. LEVELS OF FINISH: 1. LEVEL 4 JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT APPLIED OVER INTERIOR ANGLES; FASTENER HEADS AND ACCESSORIES ARE COVERED WITH THREE (3) SEPARATE COATS OF JOINT COMPOUND; NO TOOL MARKS OR RIDGES.

XIII. FINISHES

A. REQUIREMENTS 1. PROVIDE AND INSTALL ALL FINISHES AS INDICATED ON PLANS. 2. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 3. "FINISH" INSTALLER INSPECT SUBSURFACE AND PREPARE AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF PRODUCT. 4. ALL FINISHES TO MEET ALL CODE REQUIREMENTS AND REGULATIONS INCLUDING FLAME SPREAD AND SMOKE DEVELOPMENT.

XIV. PAINTING A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING REQUIRED FOR COMPLETING SURFACE PREPARATION, PAINTING, FINISHING AND RELATED ITEMS.

B. EXCESS MATERIALS, CONTAINERS AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF THE WORK MUST BE DISPOSED OF IN A MANNER THAT MEETS OR EXCEEDS THE STRICTEST LAWS GOVERNING THE PROJECTS MUNICIPALITY AND/OR STATE. THE PAINTING CONTRACTOR IS RESPONSIBLE FOR COMPLETE ADHERENCE TO ALL DISPOSAL REGULATIONS.

C. PAINT ALL EXPOSED MISCELLANOUS ITEMS, FINISHED OR UNFINISHED (EX. H.V.A.C. RETURN AIR GRILLES, CONDUIT, ETC.) TO MATCH ADJOINING WALL SURFACES.

D. CONTRACTOR TO VERIFY THAT PAINT IS COMPATIBLE WITH PRIMER OF SHOP PRIMED SURFACES. NOTIFY EXCEL ENGINEERING IF THERE ARE ANY COMPATIBILITY ISSUES.

E. THE CONTRACTOR SHALL KEEP EMPTY CONTAINERS ON THE PROJECT SITE UNTIL ALL PRODUCTS ARE VERIFIED AS TO COLOR AND/OR SHEEN. THE CONTRACTOR SHALL LEAVE WITH THE OWNER ALL OPENED PAINT CONTAINERS.

F. EXTERIOR ITEMS: 1. FERROUS METAL (PRIMED): STRUCTURAL STEEL, MISCELLANEOUS IRON, HANDRAILS, HOLLOW METAL DOORS AND FRAMES, ROOF STRUCTURE, EXPOSED ROOF PIPING, ETC.: A. ALKYD SHOP PRIMER ON METAL 2. 1 COAT S-W KEM BOND HS UNIVERSAL METAL PRIMER B50 SERIES. 3. 2 COATS METALATEX SEMI-GLOSS COATING B42 SERIES. 4. GALVANIZED: A. 2 COATS S-W METALATEX SEMI-GLOSS COATING B42 SERIES. 5. CONCRETE: A. 1 COAT S-W LOXON XP A24W300 SERIES (8 MILS WET, 3.2 MILS DRY). B. 2 COAT S-W A-100 EXTERIOR LATEX SATIN A83 SERIES (4 MILS WET, 1.4 MILS DRY).

G. INTERIOR ITEMS: 1. DRYWALL FINISH: EG-SHEL A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY). B. 2 COATS S-W PROMAR 200 INTERIOR LATEX EG-SHEL B20 SERIES (4 MILS WET, 1.5 MILS DRY/COAT). 2. DRYWALL FINISH: FLAT A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY). B. 2 COATS S-W PROMAR 200 INTERIOR LATEX FLAT B30 SERIES (4 MILS WET, 1.4 MILS DRY/COAT). 3. DRYWALL FINISH: SATIN A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY). B. 2 COATS S-W DURATION HOME LATEX SATIN B97 SERIES (4 MILS WET, 1.5 MILS DRY/COAT). 4. DRYWALL FINISH: SEMI-GLOSS A. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY). B. 2 COATS S-W PROMAR 200 INTERIOR LATEX SEMI-GLOSS B31 SERIES (4 MILS WET, 1.3 MILS DRY/COAT). 5. DRYWALL FINISH: EPOXY SYSTEM SEMI-GLOSS A. 1 COAT S-W PREPRITE CLASSIC LATEX PRIMER B28 SERIES (4 MILS WET, 1.2 MILS DRY). B. 2 COATS S-W WATER BASED CATALYZED EPOXY B70 SERIES (2.5 3 MILS DRY/COAT). 6. NEW WOOD, STAINED: A. 1 COAT S-W WOOD CLASSICS INTERIOR OIL STAIN A49 SERIES. B. 1 COAT S-W WOOD CLASSICS POLYURETHANE GLOSS VARNISH A67V1. C. 1 COAT S-W WOOD CLASSICS POLYURETHAN SATIN VARNISH A67 SERIES (4 MILS WET, 1.4 MILS DRY/COAT). 7. NEW WOOD, PAINTED: A. 1 COAT S-W PREPRITED CLASSIC INTERIOR LATEX PRIMER B28 SERIES (4 MILS WET, 1.6 MILS DRY). B. 2 COATS S-W DURATION HOME LATEX SATIN B97 SERIES (4 MILS WET, 1.5 MILS DRY/COAT). 8. FERROUS METAL (PRIMED, BRUSH/ROLLER) DOORS, FRAMES, HANDRAILS, MISC. METALS, ETC.: ACRYLIC A. 1 COAT S-W DTM ACRYLIC PRIMER/FINISH B66W1 (2.5 4 MILS DRY/COAT). B. 2 COATS S-W DTM ACRYLIC PRIMER/FINISH B66W1 (2.5 4 MILS DRY/COAT). 9. FERROUS METAL (PRIMER, SPRAYED), ALL EXPOSED STRUCTURAL STEEL AND EXPOSED MECHANICAL/ELECTRICAL ITEMS: ACRYLIC A. 1 COAT S-W DTM ACRYLIC PRIMER/FINISH B66W1 (2.5 4 MILS DRY/COAT). B. 1-2 COATS S-W SUPER SAVE-LITE HI-TEC DRYFALL B48 SERIES (6 MILS WET, 3 MILS DRY). 10. GALVANIZED: A. BRUSH/ROLLER: 2 COATS S-W DTM ACRYLIC COATING SEMI-GLOSS B66 SERIES (2 MILS DRY/COAT). B. SPRAYED: 1 COAT S-W GALVITE HS B50WZ30 (5 MILS WET, 3 MILS DRY) AND 2 COATS S- W SUPER SAVE-LITE HI-TEC DRYFALL B48 SERIES (4 MILS WET, 2 MILS DRY). 11. ALUMINUM: A. 2 COATS S-W METALATEX SEMI-GLOSS COATING B42 SERIES (4 MILS WET, 1.5 MILS DRY/COAT).

H. REMOVE AND/OR PROTECT ALL HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES, SPRINKLER HEADS AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED, BUT REQUIRE PROTECTION FROM THE PAINTING PROCESS. RE-INSTALL SAME AFTER COMPLETION OF PAINTING. MASK OFF ALL NAMEPLATES, EQUIPMENT IDENTIFICATION AND SIMILAR ITEMS. REMOVAL AND REINSTALL OF ITEMS IS TO BE DONE BY CONTRACTOR SKILLED IN SUCH WORK.

I. SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COAT OF SEALER IMMEDIATELY UPON DELIVERY TO THE PROJECT.

J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PREPARATION OF ALL SURFACES PRIOR TO THE PAINTING INSTALLATION.

K. THE FINISH PRODUCT SHALL HAVE A CONSISTENT, SMOOTH APPEARANCE OF THE SPECIFIED LUSTER.

L. APPLY PAINT PER MANUFACTURERS TEMPERATURE AND HUMIDITY REQUIREMENTS.

M. COMPLETED WORK SHALL BE FREE FROM DEFECTS AND FLAWS.

N. PROVIDE A YELLOW STRIPED AREA, 3 DEEP BY THE WIDTH OF THE ELECTRICAL PANELS, ON THE CONCRETE FLOOR IN FRONT OF THE ELECTRICAL PANELS AND SWITCHGEAR IN THE RECEIVING AREA. AT THE SWITCHGEAR, PAINT THE EXPOSED PORTION OF THE CONCRETE HOUSEKEEPING PAD YELLOW.

XV. SIGNAGE

A. REQUIREMENTS 1. CONTRACTOR TO FURNISH AND INSTALL SIGNAGE PER LOCAL, STATE, AND FEDERAL CODES AND PER ROOM FINISH SCHEDULE. 2. ALL SIGNAGE SHALL MEET THE REQUIREMENTS OF THE A.D.A. AND ANSI. 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 4. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN UNLESS INDICATED OTHERWISE. 5. PROVIDE HANDICAP PARKING SIGNS AS INDICATED ON PLANS AND AS REQUIRED BY LOCAL, STATE, AND FEDERAL CODES.

XVI. FIRE EXTINGUISHERS A. REQUIREMENTS 1. APSEN DENTAL TO FURNISH AND INSTALL EXTINGUISHERS PER LOCAL, STATE, AND FEDERAL CODES, AND N.F.P.A. NO.10-2010. 2. MOUNT FIRE EXTINGUISHER NOT HIGHER THAN 48" ABOVE FINISH FLOOR UNLESS LOCAL REGULATIONS REQUIRE DIFFERENT HEIGHT. 3. ALL FIRE EXTINGUISHERS AND CABINETS TO MEET THE REQUIREMENTS OF THE A.D.A. AND ANSI A117.1.

XVII. TOILET ROOMS

A. A.D.A./ANSI A117.1 APPROVED SIGNAGE SHALL BE PROVIDED FOR EACH TOILET ROOM TO DESIGNATE MEN, WOMEN, OR UNISEX.

XVIII. FIRE PROTECTION WORK

A. SEE FIRE PROTECTION PLANS FOR SPECIFICATIONS.

XIX. PLUMBING WORK

A. SEE PLUMBING PLANS FOR SPECIFICATIONS

XX. HEATING AND VENTILATION WORK

A. SEE HVAC PLANS FOR SPECIFICATIONS.

XXI. ELECTRICAL WORK

A. SEE ELECTRICAL PLANS FOR SPECIFICATIONS.


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



T2.2

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

SPECIFICATIONS

1714200

SPECIFICATIONS

E

E

E←→E

←→E

A5.02

A5.13

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106

INTRA-ORALX-RAY

105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117

101

A5.11

3

FE

18

B

FE

18

102

103

116

117

115

110

ATYP.

1

18

25

MANAGER/DOCTOROFFICE

110

25

A5.03

A5.12

15A5.2

5

111

A5.0

6

8

4

TR. #2114

29

109

A5.0

5

16

29

FE

A5.13

9

AL-4

INTERIORWAITING

108

26

AL-

4

AL-

4

B

31

29

STORAGE104

A5.08

A5.09

34

TR. #6120

AL-4

29

18FE

HALLWAY113

TR. #3124

4

3A5.2

3A5.2

2A5.2

1A5.2

17

4

4

4

HALLWAY118

A3.02

22 19

1922

2219

27

25

AL-4

10

11

17

33

22 24

AL-128

32TR. #7119

HALLWAY107

32

35

25

AL-1 28

TYP.

A3.03

TYP.

32

12

25

6AL-2

36

35

17

21

17

A5.15

20 30

35

AL-3 5

122

25

4

1

A5.13

16

A5.01

37

4

6 AL-2

20

20

6AL-2

38

8

8

22

14

13

25

AL-3 5

120

A5.19

4142

7

7

AL-

4

29

A5.24

104

8AL-523

39

40

41 42A5.19

A5.19

9'-2" 5" 4'-0" 5" 7'-2" 7 1/4" 9'-8" 5" 20'-0 1/4" 5" 6'-9 3/4" 7 1/4" 22'-3"

13'-7" 5" 13'-11 1/4" SEE SCHED6"

5"

13'-7"5"2'-6 1/4" SEE SCHED

6"

5" 6'-9 3/4"

7 1/4"

2'-6" SEE SCHED 16'-8 3/4"

9'-0" 2'-1"

13'-7"

1'-1 1/4"

5'-1 3/4"

5"

5'-3" 5" 2'-0" SEE SCHED6"

5 1/2"

6'-6 1/2"

5 1/2"

6'-6"

5 1/2"

4'-0" 5" 1'-7 1/4" 5" 9'-0 1/4" 5" 4'-0" 5" 9'-0" 5" 6'-4 3/4"

13'-7" 5" 17'-5 1/4" 11 1/2" 3'-0" 1'-2 3/4"5 1/2"

3'-2"5 1/2"

1'-2 1/4" 3'-0" 11 1/2" 4'-0" 2'-11 1/4" 8'-0" 11" 4'-0" 11" 8'-0" 3'-1 3/4" SEE SCHED 1'-2"

7 1/2"

3'-0" 1'-1" SEE SCHED 12'-10 1/4" 3'-0" 1'-1" 3'-0" 8'-0 1/4" SEE SCHED 1'-4" 6'-6 1/4" SEE SCHED 1'-4" 13'-7 1/4" 3'-0" 6"

10'-1" 5" 7'-7 1/2" 5" 8'-6" 5" 10'-5 1/4" 5" 10'-5 1/4" 5" 10'-5 1/4" 5" 10'-5 1/4" 5" 11'-1"

81'-11 1/2" (V.I.F.)

1'-1

1/2

"10

'-10

1/2"

5"

6"

SEE

SC

HED

1'-2

"6'

-1 1

/4"

5'-8

"7'

-1 1

/4"

5"4"

SEE

SC

HED

4"

4'-1

"

135°

11'-1

1 3/

4"5"

5'-1

3/4

"3'

-0"

1'-6

"1'

-11"

7'-1

1 3/

4"5"

7'-7

3/4

"

11'-1

1 3/

4"5"

5'-1

3/4

"2'

-6"

5"

3'-6

"7'

-11

3/4"

5"7'

-7 3

/4"

6 1/

4"4'

-0 1

/4"

4'-2

1/4

"3'

-3"

5"4'

-4 1

/2"

5 1/

2"

1'-6

1/2

"

5 1/

2"

4'-5

1/2

"5

1/2"

6'-1

1/4

"5"

9'-4

1/4

"

155°3'

-5 1

/2"

3'-0

"

11'-1

1 3/

4"5"

4'-4

1/2

"5"

9'-7

3/4

"3'

-0"

4'-1

"

5"1'

-1 3

/4"

4'-6

1/4

"

1'-1

0 3/

4"S

EE S

CH

ED1'

-7"

4'-3

"

11'-1

1 3/

4"5"

4'-4

1/2

"5"

8"3'

-0"

8'-4

3/4

"5"

2"S

EE S

CH

ED7'

-2"

5'-1

1"

11'-1

1 3/

4"5"

4'-4

1/2

"5"

8"3'

-0"

8'-4

3/4

"5"

10'-4

"

11'-1

1 3/

4"5"

4'-4

1/2

"5"

12'-0

3/4

"5"

10'-4

"

40'-0

1/4

" (V.

I.F.)

FINISHED FLOOR ASSCHEDULED

STEEL CHANNEL

BASE AS SCHEDULED

5/8" TYPE "X" GYPBD. BOTH SIDES (GYPBD. ONE SIDE @ WALLTYPE A1) KEEP 1/2"ABOVE CONCRETE SLAB

SOUND INSULATIONFLAME SPREADOF 25 OR LESS ANDSMOKE DEVELOPMENTOF 450 OR LESS

CEILING AS SCHEDULED

3 5/8" 20 GA.METAL FRAMING @48" O.C. FASTENTO ROOF FRAMING

EXISTING STRUCTURE

3 5/8" 20 ga. MTL FRAMING@ 16" O.C. (6" MTL. STUDS@ PLUMBING WALLSAS REQ'D)

A SOUND ATTENUATION PARTITION


STEEL CHANNEL

BASE AS SCHEDULED

(2) LAYERS 5/8" GYPBD. INSIDE X-RAYROOM. KEEP 1/2" ABOVECONCRETE SLAB

3 5/8" 20 ga. MTL FRAMING@ 16" O.C. (6" MTL. STUDS@ PLUMBING WALLS ANDALSO WHERE REQ'D -SEEPLAN)


3 5/8" 20 GA. METALFRAMING @ 48" O.C.FASTEN TO ROOFFRAMING

EXISTING STRUCTURE

(1) LAYER 5/8" GYP BD. KEEP1/2" ABOVE CONCRETE SLAB

SOUND INSULATION FLAMESPREAD OF 25 OR LESS ANDSMOKEDEVELOPMENT OF 450OR LESS

B X-RAY WALL W/ SOUND ATTENUATION

NOTES:

WALL THICKNESSES SHOWN AS NOMINAL5" = 4 7/8"; 5 1/2" = 5 1/2"; 6 1/2" = 6 5/8";7 1/4" = 7 1/4"; 8" = 7 7/8"

-

- ALL METAL STUD FRAMING SHALL BE 20 ga.UNLESS NOTED OTHERWISE

SHELVING BY MILLWORK VENDOR

SOFFIT ABOVE - REFER TO SHEET A7.1

8' SHELVES

PLASTER CART

PHONE CABINET

ELECTRICAL PANEL

PHONE BOARD

ARTICULATOR RACK

WALL MOUNTED LCD TV. G.C. TO PROVIDEAPPROPRIATE BLK'G AT 72" A.F.F. TV SHALLNOT PROTRUDE INTO SPACE MORE THEN4" MAX.

FILING CABINETS

REFRIGERATOR BY OTHERS

EQUIPMENT BY OTHERS(4) FIRE EXTINGUISHER BY TENANT-SEE DETAIL 6/A5.1

PLUMB. CONTRACTOR. TO COORDINATE.CLEARANCES REQ'D FOR ADMI SUPPLIED EQUIPMENTPRIOR TO INSTALLING WATER HEATER / MOP SINK

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

20

1

21

TENANT'S CONTRACTOR TO COORDINATE ALLEQUIPMENT BLOCKING & UTILITIES PRIOR TOINSTALLING 5/8" GYP. BD. - GYP. BD. TO BE TAPE ANDSANDED TO ACCEPT TENANT'S WALL FINISHES

22

23

24

WATER DISTILLER

25

EXISTING EXTERIOR BUILDINGSHELL WALL, TYP.

19

26TENANT'S G.C. TO PROVIDE AND INSTALL MASTER LOCK 5401D WALL-MOUNTED KEY STORAGE BOX ON EXTERIOR OF BUILDING AT 48" TOCENTER. PLACE AT RIGHT OF LEFT OF DOOR (PREFERED LOCATION TOBE ON LATCH SIDE OF DOOR)

ALUMINUM FRAMED TRANSOM LIGHT ABOVE. SEEAL-2 ON SHEET A3.0 AND ADDITIONAL INFO

ALUMINUM FRAMED TRANSOM LIGHT ABOVE. SEEAL-3 ON SHEET A3.0 AND ADDITIONAL INFO

PROVIDE PROPER WALL FRAMING AS REQ'D FOR POCKET DOOR.INSTALL ALUMINUM DOOR FRAME REQ'D FOR POCKET DOOR. SEEDOOR SCHEDULE FOR TYPE OF DOOR AND HARDWARE.

LOCKERS

WALL MOUNTED LCD TV G.C. TO PROVIDEAPPROPRIATE BLK'G AT 60" A.F.F. TVSHALL NOT PROTRUDE INTO SPACE MORETHAN 4" MAX.

27 PROVIDE WOOD BLOCKING AS REQ'D FOR UPPER CABINETS ATPOCKET DOOR LOCATION.

28

29 SEE AL-4 ALUMINUM ELEVATION ON SHEET A3.0 FOR ADDITIONAL INFO

BOTTLE FILLING STATION

50-SWHP-W WATER HEATER WALL HUNG SHELF. SEE DETAIL 6/A5.2FOR BACKING. -SEE PLUMBING FOR MORE INFORMATION

CHAIR LIFT RAIL W/ POSTS AT EACH END -SEE SHEETS A7.1 ANDA7.2 FOR MORE INFORMATION

INFILL WINDOW OPENING WITH STUD FRAMING AND GYP. BD. TO7'-0" A.F.F. AS REQ'D TO MATCH ADJACENT WALLS

GYP. BOARD BY TENANT - GYP. TO EXTEND TO DECK ATPERIMETER WALLS. SEE DETAIL 1/A1.1

SPANDREL GLAZING (FULL HEIGHT) BY LANDLORD

30

31

32

33

34

SEE AL-1 ALUMINUM ELEVATION ON SHEET A3.0 FOR ADDITIONAL INFO

35

SPANDREL GLAZING TO 7'-0" A.F.F. BY LANDLORD

36

INSTALL FRP (FIBER-REINFORCED PLASTIC) BEHIND THESINK AND PLASTER AREA FROM FLOOR TO CEILING.

G.C. TO VERIFY REAR DOOR HARDWARE HAS ADAMS RITE 4590 LATCHPADDLE DEVICE & TO PROVIDE IF IT DOES NOT.ALL FLOOR DRAINS BOXED OUT 3'X3' & POURED BACK AFTER SLAB SOPROPER SLOPE IN FLOOR IS ESTABLISHED. SEE PLUMBING FOR MOREINFORMATION.

SAWCUT AND REMOVE EXISTING FLOOR SLAB & REPLACE AS REQ'D(IF APPLICABLE) FOR UTILITY BOXES G.C. TO COORDINATE - SEEDETAIL D-3A/MD

EXISTING 1 HOUR FIRE BARRIER TENANT DEMISING WALL (UL419).CONTRACTOR TO VERIFY WALL RATING WITH SHELL DOCUMENTSAND PROVIDE CORRECT FIRE TREATED BLOCKING & FIRE CAULK ATALL PENETRATIONS TO MAINTAIN RATING AS REQ'D. CONTRACTORTO INSTALL 1 LAYER(S) 5/8" GYP. BD. ON TENANT SIDE. GYP. BD. TOBE TAPED AND SANDED TO ACCEPT TENANT'S WALL FINISHES. SEESHEET A6.2 FOR FIRE WALL JOINTS & PENETRATIONS.

37

INFILL WINDOW OPENING WITH STUD FRAMING AND GYP. BD. TOFULL HEIGHT AS REQ'D TO MATCH ADJACENT WALLS

38

39

GC TO VERIFY IF A KNOX BOX IS EXISTING. IF NOT, LANDLORD IS TOPROVIDE AND COORDINATE LOCATION WITH FIRE MARSHAL.

4' SHELVES

PROVIDE GYP. BD. RETURN TO FRAME. PROVIDE VINYL J TRIM &SEALANT (TYP.)

40

41

42

ALL MILLWORK SHOWN HATCHED IS NOT INCONTRACT & IS TO BE PART OF SEPARATEPACKAGE PROVIDED BY OWNERS MILLWORKVENDER. G.C. SHALL BE RESPONSIBLEFOR COORDINATING DELIVERY OFMILLWORK AND PROVIDING AND INSTALLINGALL REQUIRED UTILITIES FOR A COMPLETEWORKING SYSTEM UNLESS NOTEDOTHERWISE, TYP. SILL PROFILE

EXIST. ALUM.WINDOW

EXIST. WALLASSEMBLY

GYP. BD.RETURN SILL


BASE AS SCHEDULED

5/8" GYP. BD. TO UNDERSIDEOF DECK. KEEP 1/2" ABOVECONCRETE SLAB


EXISTING STRUCTURE

EXISTING EXTERIOR WALL


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A1.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

FLOOR PLAN

1714200

SCALE: 1/4" = 1'-0"FLOOR PLAN

PARTITION TYPES

FLOOR PLAN KEYNOTES

MILWORK NOTES

NORTH

NOT TO SCALEA1.1GYP. @ PERIMETER WALLS1

NOTE:

plate REQUIRED.

Extended lip strike

square hinges REQUIRED.

4 1/2" x 4 1/2" x .134ga

NOTE:

dust box if needed.

Notch gypsum for

plate REQUIRED.

Extended lip strike

NOTE:

Blocking by others

STRIKE JAMB WITH SIDELITE DOOR HEADER HINGE JAMB

STRIKE JAMB SILL (PARTIAL HEIGHT) SILL (FULL HEIGHT)

JAMB MULLIONHORIZONTAL/VERT. MULLION

GLAZING HEADERCASED OPENING JAMB

HEADER AT GLASS TRANSOM

CASED OPENING HEADER

5/16"

5/16"

2"

1 3/4"

1 3/4"

5/8"

4 7/8"

3 5/8"

5/8"

5/8"

1 3/4"

1 3/4"

4 7/8"

3 5/8"

4 7/8"

5/8" 5/8"

3 5/8"

5/8"

2"

3 5/8"

4 7/8"

5/8" 5/8"

2"

5/16"

4 7/8"

3 5/8"

5/8"

5/8"

2"

2"

5/8"5/8" 3 5/8"

4 7/8"

3 5/8"

4 7/8"

5/8"

5/8"

5/16"

1 3/4"

2"

3 5/8"

4 7/8"

5/8"

2"

5/8"

5/16"

2"

5/16"

2"

2"

5/16"

4 7/8" 5/16"

5/16"

2"

5/16"

2"

5/16"

5/16"

INCLUDE BLOCKING

AT DOOR HEADER FOR

DOOR CLOSERS

INCLUDE BLOCKING

AT DOOR HEADER FOR

DOOR CLOSERS

(DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH THE USE OF ONE (1) HAND AND SHALL NOT REQUIRETIGHT PINCHING, TIGHT GRASPING OR TWISTING OF THE WRIST TO OPERATE. THUMB TURN DEADBOLTS AREPROHIBITED AT INTERIOR. IF PROVIDED AT EXTERIOR (PER 1008.1.9.3 SUB 2.2) PROVIDE REDILY VISIBLE PERMANENTSIGNAGE ON OR ADJACENT TO DOOR STATING: 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' -SEESHEET A5.0 FOR SIGN DETAILS. LEVER OR PADDLE DEADBOLTS RELEASES ARE ACCEPTABLE. DOOR THRESHOLDSHALL NOT EXCEED 1/2" IN HEIGHT, THRESHOLDS EXCEEDING 1/4" IN HEIGHT SHALL HAVE A 1:2 BEVEL. DOORCLOSERS SHALL MEET OPENING FORCE AND SWEEP PERIOD REQUIREMENTS.)

DOOR SCHEDULE

PROVIDE TACTILE EXIT SIGNAGE AT ALL EXIT DOORS -SEE SHEET A5.0

DOOR REMARKS:1: SLIDING POCKET DOOR. DOOR KIT TO BE HAGAR 9630 HEAVY DUTY POCKET DOOR KIT. HARDWARE TO BE STANDARDHEAVY DUTY TRACK WITH ALL HARDWARE FINISHES AS BRUSHED ALUMINUM (626)

R1: PROVIDE (2) EQ. SIZE SLIDING DOOR LEAFS FOR OPENING SIZE. SIZE SHOWN IN SCHEDULE REFERS TO FINISHEDSIZE. DOOR SUPPLIER TO PROVIDE ALL REQUIRED ADA SLIDING DOOR HARDWARE & ACCESSORIES DOORS SHALL BEOPERABLE FROM BOTH SIDES WHEN DOOR IS OPEN, PER ANSI 404.2.6. FLUSH PULL CUPS, HAGAR 2630 US26D OREQUAL.

CA B D

NARROW STYLE RAILBIRCH

TEMPEREDSAFETY GLASS

FLUSH SOLIDCORE BIRCH

NARROW STYLE RAILBIRCH POCKET DOOR


NARROW STYLE RAILBIRCH W/ SIDELIGHT:


WAL

L

WAL

L

WAL

L

NOTE:ALL DIMS TYPICALUNLESS NOTED

TYP.4"

TYP.4"

TYP.4"

10"

DOOR/FRAME TYPE SPECIFICATIONSFRAMES:-WILSON PARTITIONS ALUMINUM FRAME OR EQUAL (SEE DOOR SCHEDULE ABOVE FOR DOOR SIZES)

-WILSON PARTITIONS ALUMINUM FRAME WITH 12" SIDELIGHT OR EQUAL (SEE DOOR SCHEDULE ABOVE FOR DOOR SIZES)DOORS: -MOHAWK DOOR; (SEE DOOR SCHEDULE ABOVE FOR SIZES & A6.1 FOR DOOR FINISHES)

-TYPE: VENEER 5, ROTARY BIRCH SELECT WHITE, CLEAR COAT - DOORS TO BE FACTORY PRE-FINISHED

2" 1'-0" 2"

10"

10"

NOTE:ALL WOOD DOORSWITH LITES - SEEDETAIL 6/A3.0 FLUSHMOULDING PROFILE

8"

6" 6"6"

8"

7" 6" 6"

8"

DO

OR

HG

T.W

IDTH

DO

OR

HEAD

JAMB

FRAME TYPE A

3 5/8" STL. TRACK

PROVIDE DBL. 16 GA.3 5/8" STL. JAMB STUDS

5/8" GYP. BD.BOTH SIDES

SEALANT - BOTHSIDES OF FRAME

DOOR -SEE DOORSCHEDULE

3 1/2" SOUNDINSUL.

DOOR -SEE DOORSCHEDULE

5/8" GYP. BD.BOTH SIDES

SEALANT - BOTHSIDES OF FRAME

2"2"

3 5/8"

3 5/8"

3 1/2" SOUNDINSUL.

ALUM. DRYWALLFRAME DOOR(WILLSON PARTITION)

ALUM. DRYWALLFRAME DOOR(WILLSON PARTITION)

PROVIDE WOOD BLOCKING ATJAMB FOR CLOSURE SCREWS

PROVIDE WOOD BLOCKING ATHEAD FOR CLOSURE SCREWS

FILL JAMBWITH SOUNDINSUL.

FILL HEADWITH SOUNDINSUL.

SET 1

SET 2

SET 3

HARDWARE NOTES:

HAGER 3500 SERIES WITHNELL LEVERHINGES: MCKINNEY, MPB79

4 1/2" x 4 1/2",1 1/2 PAIR PER DOORCLOSER: HAGAR 5200 US26DWALL STOP: ROCKWOOD 406US26D


4 1/2" x 4 1/2",1 1/2 PAIR PER DOORCLOSER: HAGAR 5200 US26DWALL STOP: ROCKWOOD 409US26DGENDER SIGN (SEE SHEET A5.0)


4 1/2" x 4 1/2", 1 1/2 PR. PER DOORWALL STOP: ROCKWOOD 406US26D

1. CONTRACTOR TO SUBMIT DETAILED HARDWARE SCHEDULE WITH COMPLETE CUT-SHEETS TO OWNER FOR FINAL APPROVAL.2. HAGAR 3500 SERIES WITHNELL ADA LEVER TYPE HARDWARE.3. ALL LOCKSETS TO BE US26D FINISH.

4. EXTERIOR HARDWARE AS SELECTED BY OWNER TO BE HAGAR 4500 SERIES WITH 45NL. OUTSIDE TRIM IS US26D FINISH OR EQUAL. DEADBOLT LOCK IF REQUIRED SHALL BE OPERATED BY KEY OUTSIDE AND THUMBTURN INSIDE (EXT. DOOR LOCATIONS ONLY). REUSE EXISTING IF APPLICABLE.5. ALL CLOSERS NOTED IN HARDWARE SETS ABOVE TO BE MOUNTED ON INTERIOR ROOM SIDE.

SET 4LATCHSET: HAGER 330D X US26 DDOOR KIT: HAGAR 9630 HEAVY DUTY POCKET DOOR KITDOOR FRAME: JOHNSON HARDWARE 153070PF

WILSON PARTITIONS FRAME DETAILS

GL-2 GL-2 GL-2 GL-2 GL-2 GL-2

10'-0

" T.O

. FR

AME

7'-0

"2"

2'-8

" 2"

2"

SCHED.

SEE2"

EQ.2"

EQ.2"

CORRDINATE WITH PLAN

ROOM WIDTH

GL-

2

10'-0

" T.O

. FR

AME

7'-0

"2"

2'-8

"2"

COORDINATE WITH PLAN

ROOM WIDTH

2"

SCHED.

SEE2"

EQ.2"

EQ.2"

AL-2ALUMINUM

FRAME

AL-3ALUMINUM

FRAME*SEE FLOOR PLAN FOR ORIENTATION

7'-0

"

2"

2"3'-0"

2"

AL-4ALUMINUM

FRAME

4A3.0

4A3.0

7'-0

"

2"

2"3'-0"

2"

AL-5ALUMINUM

FRAME(POCKET)

*AL-5 - SEE WILSON POCKET DOOR FRAME DETAILS

2"

1'-0"

2"

1A3.0

1A3.0

CEILING LINE-SEE REFLECTED CEILING PLAN

2"

2'-6

" 2"

3'-1

0"

2"

3'-0

"

2"

10'-0

" T.O

. FR

AME

2"7'-8"

2"

8'-0"

CEILING LINE-SEE REFLECTED CEILING PLAN

ALL CORNERS TO BE CUTWITH SQ. CORNERS FORINTERIOR GLASS WALLS(TYP.)

4A3.0

1A3.0

AL-1ALUMINUM

FRAME

GL-2

GL-2

GL-2

*5 1/2" FRAME AT PANORAMIC X-RAY& INTRA-ORAL X-RAY ROOMS

ALUMINUM FRAMEDWINDOW

4" CEILING (SEE ROOMFINISH SCHED.)

KICKERS @ 24" O.C.ALTERNATING SIDES

BOX HEADER

5"

45°

GLAZING SHALL MEET THE FOLLOWING STANDARDS AND GUIDELINESAS APPLICABLE FOR EACH TYPE:

-ASTM E 1300, ASTM C 1036, ASTM C 1048, ASTM E 774-GANA GLAZING MANUAL-SIGMA TM-3000 VERICAL GLAZING GUIDELINES

GL-2: CLEAR FLOAT GLASS, TEMPERED

LITE: TYPE I, CLASS I, QUALITY Q3 FLOAT GLASS,KIND FT (FULLY TEMPERED), CONDITION A,1/4" THICK

GLAZING SCHEDULE

5/8" GYP.

MTL. STUD2x4 WOOD STUDS

3/4" PLYWOOD

ALUM. FRAME

CONT. SEALANTALONG FRAME

5/8" GYP.

5/8" GYP.

2 1/4"

2"2"

5/8" GYP.

MTL. STUD

2X4 JAMB

3/4" PLYWOOD

ALUM. FRAME


2 1/4"

2"

5/8" GYP.

MTL. STUD

2X4 JAMB

ALUM. FRAME

060 CLEAR BREAK METAL W/ 1-2" HEM @ EA. END. TUCK BEHINDALUM. FRAME AND CEILINGWALL ANGLE. TYP. FOR ALLFRAMES

T.O. WINDOW10' - 1" A.F.F.

1"2"

CEILING

* ALL ALUMINUM TO BE CONT. NO BUTT OR LAP JOINTS @ WALL

5/16"

5/8"

5/8"

3-5/

8"

4-7/

8"

1-1/2"

1-1/

2"

LOCKING JAMB

4-7/8"

2"

5/16"

POCKET SLIDER HEADER

1-1/2"

4-7/

8"

2"

5/16

"

POCKET SLIDING RAIL

WILSON PARTITIONS POCKET DOOR FRAME DETAILS

ALUM. FRAMEw/ GLAZING

PROVIDE 2x BLOCKING AROUNDCOLUMN AS REQUIRED

WRAP COLUMN w/ BREAK METALCOLOR TO MATCH FRAMEPROVIDE COLOR MATCHSEALANT JOINT CONT. @ FRAME

1/4"

1 1/16"

3/8"


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A3.0

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

DOOR SCHEDULE,ELEVATIONS, & DETAILS

1714200

DOOR TYPES

FRAME TYPES

HARDWARE TYPES

DO

OR

NU

MBE

R

DOOR SIZE DOOR FRAME HARDWARE

REMARKS WID

TH

HEI

GH

T

TH

ICK

NES

S

TYP

E

FIN

ISH

TYP

E

FIN

ISH

TYP

E

PAS

SAG

E LO

CKS

ET

PR

IVA

CY

LOC

KSE

T

101 3'-0" 7'-0" 1 3/4" A A 1 ●102 3'-0" 7'-0" 1 3/4" B A 2 ● UNDERCUT 1"103 3'-0" 7'-0" 1 3/4" B A 3 ●104 9'-0" 7'-0" 1 3/4" B A1 - R1109 3'-0" 7'-0" 1 3/4" A A 3 ●110 3'-0" 7'-0" 1 3/4" B A 3 ●111 3'-0" 7'-0" 1 3/4" C A 4 ● 1)115 3'-0" 7'-0" 1 3/4" B A 2 ● UNDERCUT 1"116 3'-0" 7'-0" 1 3/4" B A 1 ●117 3'-0" 7'-0" 1 3/4" B A 3 ●120 3'-0" 7'-0" 1 3/4" D A 3 ●122 3'-0" 7'-0" 1 3/4" D A 3 ●

SEE

SHEE

T A6

.1&

NO

TE B

ELO

W

SEE

SHEE

T A6

.1

ALUMINUM ELEVATIONS

NOT TO SCALEA3.0KICKER DETAIL1

NOT TO SCALEA3.0ALUM. JAMB DETAIL2

NOT TO SCALEA3.0ALUM. JAMB DETAIL3

NOT TO SCALEA3.0ALUM. HEAD DETAIL4

NOT TO SCALEA3.0ALUM. FRAME @ COLUMN5

NOT TO SCALEA3.0WOOD FLUSH MOULDING6

1. ALL GYP. BOARD SURFACES SHALL BE LEVEL 4 GRADE FINISHAND GYP. BD. SURFACES SHALL BE TAPED, MUDDED ANDPRIMED TO ACCEPT TENANT FINISHES. COORDINATE FINALFINISH MATERIAL AND COLORS WITH FINISH PLAN. SPRAYEDON PAINT AND BACK ROLL FOR TEXTURE. WALL FINISH TO BEMAINTAINED OVER ENTIRE WALL SURFACE FROM THE FLOOR TOA MIN. OF 6" ABOVE FINISH CEILING HEIGHT. COORDINATEWITH SUPPLIED BASE TYPE/ HT.

CONCRETE SLAB NOTES:

6.

7.

8.

9.

GENERAL NOTES NEW WORK:1.

2.

3.

4.

5.

6.

7.

8.

9.

GENERAL ROOM FINISH NOTES:

2.

3.

5.

6.

7.

8.

9.

10.

11.

GENERAL HVAC NOTES:

PLUMBING NOTES:

ELECTRICAL NOTES:

12.

10.

11.

12.

13.

1.

GENERAL RESPONSIBILITY NOTES:

2.

3.

4.

5.

14.

15.

1. SAWCUT & REMOVE EXISTING CONC. SLAB AS REQUIRED FOR NEW WORK.CONTRACTOR TO REINF. AND PATCH TO MATCH EXISTING, TYPICAL. SEE DETAIL D-18/MD.

2. SLAB TO BE PLACED IN A TEMPERED SPACE AND SHALL NOT HAVE ADDITIONALADDITIVES IN THE MIXTURE TO AID CURING IN COLD TEMPERATURES OR TO INCREASECURING TIME BEYOND ACCEPTABLE TIME FRAMES.

3. COORDINATE SLAB CURE TIMES WITH MOISTURE CONTENT REQUIREMENTS OF FLOORFINISH, FLOOR MATERIALS AND ASSOCIATED ADHESIVES.

4. CONCRETE FLOOR TO BE PREPPED TO ACCEPT DIRECT APPLIED FLOOR FINISH ANDFLOORING MATERIAL. COORDINATE W/ LANDLORD AND TENANT. FLOOR TO BE FREE OFDEFECTS AND HAVE A SMOOTH LEVEL FINISH. ASPEN DENTAL TO SUPPLY ALL FLOORMATERIALS, CONTRACTOR TO INSTALL ALL FLOOR FINISH AND FLOORING MATERIALS.

5. ALL CONCRETE (SITE, FLOOR, ETC.) TO HAVE CYLINDER SLUMP TEST AS INDICATED ONT2.1 FOR OWNER, ARCHITECT AND ENGINEER REVIEW.

6. GENERAL CONTRACTOR/ CONCRETE CONTRACTOR TO CONTACT OWNER-LANDLORD,ARCHITECT OR ENGINEER ONE DAY PRIOR TO CONCRETE POUR TO REVIEW AGGREGATEBASE. BASED ON SITE LOCATION THIS MAY BE REVIEWED VIA SITE PHOTOS.

7. AT NEW SLAB POURS THAT CONNECT TO EXISTING SLABS. CONTRACTOR SHALL DRILLAND DRIVE #5ø SMOOTH ROD @ 24" O.C. MIN. RODS SHALL BE 12" LONG W/ 8"EMBED. TIE TO WIRE MESH REINFORCEMENT (TYP.). COAT ONE END OF ROD TO PREVENTBONDING W/ SLAB.

8. GENERAL CONTRACTOR TO PROTECT ALL CONCRETE SURFACES FROM OILS ANDSTAINS. THERE WILL BE NO WRITING ALLOWED ON EXPOSED SLABS.

9. COVER NEWLY PLACED SLAB W/ POLY TO CONTROL MOISTURE CONTENT ANDFACILITATE EVEN CURING THROUGHOUT.

10. COORDINATE SLAB SAWCUT JOINTS W/ ORIGINAL BUILDING PLANS. IF PLANS DO NOTNOTE SAWCUT JOINTS, MATCH EXISTING CONCRETE SAWCUT JOINTS. IF NO EXISTINGSAWCUT JOINTS, MAINTAIN 15' x 15' SAWCUT JOINT GRID (TYP.)

1. ONE DIGITAL THERMOSTAT WITH RELATED LOW VOLTAGE WIRING PER HVACUNIT/ZONE. SEE HVAC DRAWINGS.

2. AT NEW BUILDINGS, ALL GAS PIPING TO BE RUN FROM METER DIRECT TOINTERIOR NO GAS PIPE TO RUN UP EXTERIOR WALLS. AT EXISTINGBUILDINGS, SEE PLUMBING FOR GAS PIPING LOCATIONS. ALL GAS PIPINGMUST BE PRIMED AND PAINTED (TYPICAL). EXTERIOR PIPING PAINT TOMATCH ADJACENT WALL FINISH.

3. INSULATE ALL NECESSARY DUCTWORK AND PIPING PER CODE.

4. SUPPLY AND INSTALL ALL NECESSARY EXHAUST FANS, DUCTWORK, VOLUMEDAMPERS, GRILLES, REGISTERS AND LINEAR DIFFUSERS PER CODE.

5. PROVIDE AIR BALANCING OF THE ENTIRE SPACE BY PROVIDING FULLTESTING AND BALANCING REPORT, FOR LANDLORD & TENANT REVIEW.

6. PROVIDE ALL STATE & LOCAL PERMITS AND ANY OTHER TRADE RELATED FEES.

AT RATED ROOMS CONTRACTOR TO PROVIDE DUCT FIRE DAMPERS ASREQUIRED BY CODE TYPICAL. THIS WOULD ALSO APPLY TO ANY PIPEPENETRATIONS THAT WILL BE REQUIRED TO BE FIRE CAULKED

8. SEE LANDLORD NOTES ON SHEET T2.0 FOR ADDITIONAL INFORMATION

1.

2.

COORDINATE PANEL/SUB PANEL LOCATION W/ LANDLORD/TENANT IFLOCATED WITHIN TENANT SPACE.

3.

COORDINATE ALL POWER, PHONE AND DATA REQUIREMENTS W/ TENANT.

4.

COORDINATE PHONE SERVICE INSTALL REQUIREMENTS W/ TENANT. VERIFYPANEL LOCATION W/ TENANT AND TENANT DRAWINGS TYP.

5.

ALL WIRING TO BE INSTALLED IN CONDUIT, TYPICAL

6.

IN PATIENT ROOMS/AREAS ALL ELECTRICAL REQUIRES REDUNDANT GROUNDING.

7.

AT RATED ROOMS CONTRACTOR TO PROVIDE FIRE CAULKING OR SLEEVEPIPING AS REQUIRED BY CODE TYPICAL.

8.

PROVIDE ALL STATE & LOCAL PERMITS AND ANY OTHER TRADE RELATED FEES.

9.

ELEC. CONTRACTOR TO PULL CONDUIT BELOW CONC. SLAB W/ PULL WIREFOR TELEPHONE CO. USE. -COORDINATE SIZE OF CONDUIT W/ TELEPHONE PROVIDER.

10.

G.C. TO PROVIDE MIN. 1/2" PLYWOOD PANEL. COORDINATE REQUIREDLOCATIONS W/ TENANT.

11.

ELEC. CONTRACTOR RESPONSIBLE FOR COORDINATING TELEPHONEPANEL/EQUIPMENT LOCATIONS W/ TELEPHONE CO.

1.

2.

ALL PLUMBING FIXTURES TO MEET ADA GUIDELINES AND STATE/LOCAL CODESAND ORDINANCES.

3.

ALL ROOF DRAIN LEADERS AND OVERFLOW PIPING TO BE WRAPPED IN PIPEINSULATION ALL AREAS NO EXCEPTIONS.

4.

PROVIDE ALL STATE & LOCAL PERMITS AND ANY OTHER TRADE RELATED FEES.

5.

ALL WATER PIPING WILL BE TYPE L COPPER AND WILL CONNECT TO EXISTING,SEE PLUMBING DRAWINGS FOR ADDITIONAL INFO.

6.

ALL DRAIN PIPING WILL BE PVC PLASTIC AND WILL CONNECT TO EXISTING,SEE PLUMBING DRAWINGS FOR ADDITIONAL INFO.

7.

AT RATED ROOMS CONTRACTOR TO PROVIDE FIRE CAULKING OR SLEEVEPIPING AS REQUIRED BY CODE TYPICAL.

8.

SEE LANDLORD NOTES ON SHEET T2.0 FOR ADDITIONAL INFORMATION

FINISH NOTES:1. INTERIOR WALL & CEILING FINISHES SHALL COMPLY W/IBC 803.9.

803.9 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. INTERIOR WALLAND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATERTHAN THAT SPECIFIED IN TABLE 803.9 FOR THE GROUP AND LOCATIONDESIGNATED. INTERIOR WALL AND CEILING FINISH MATERIALS, OTHER THANTEXTILES, TESTED IN ACCORDANCE WITH NFPA 286 AND MEETING THEACCEPTANCE CRITERIA OF SECTION 803.1.2.1, SHALL BE PERMITTED TO BEUSED WHERE A CLASS A CLASSIFICATION IN ACCORDANCE WITH ASTM E84 IS REQUIRED.EXIT ENCLOSURES & EXIT PASSAGEWAYS - CLASS B INTERIOR FINISH MATERIALSCORRIDORS, ROOMS & ENCLOSED SPACES - CLASS C INTERIOR FINISH MATERIALS

10.

GENERAL CONTRACTOR RESPONSIBLE TO CONDUCT WEEKLY TOBI-WEEKLY JOB SITE MEETINGS WITH ALL SUB CONTRACTORS ONSITE INCLUDING BOTH LANDLORDS AND TENANTS CONTRACTORS IFDIFFERENT. GENERAL CONTRACTOR TO ALSO TAKE WEEKLYJOBSITE MEETING MINUTES AND PROGRESS PHOTOS TO BEDISPERSED TO TENANT.

FLOOR FINISH MATERIALS SHALL BE COORDINATED WITH TENANTAND INSTALLED PER PLANS.

ALL MTL. STUD FRAMED SOFFITS TO HAVE DIAGONAL BRACING ASREQUIRED FOR STABILITY AND GYP. BD. ALL SIDES TO MIN. 6"ABOVE ADJACENT FINISH CLG. HEIGHT.

ALL CEILING GRIDS SHALL BE CENTERED IN EACH ROOM UNLESSOTHERWISE NOTED, SEE REFLECTED CEILING PLAN.

ALL ELECTRICAL AND MECHANICAL FIXTURES TO BEINSTALLED WITHIN CEILING SHALL BE CENTERED ON CEILINGTILE UNLESS NOTED OTHERWISE, SEE MEP DRAWINGS.

FLOORING CONTRACTOR TO PROVIDE COLOR MATCHED CAULK TO FLOORTILE FINISH (IE: CERAMIC, VCT) AT ALL FLOOR DRAINS, CLEAN OUTS, ANDDOOR FRAMES.

GENERAL DOOR/HARDWARE NOTES:1. HARDWARE LOCK KEYING-

HARDWARE SUPPLIER TO PROVIDE LOCK SCHEDULE, KEY DIAGRAM AND HAVE AREPRESENTATIVE GO OVER BUILDING KEYING DIRECT W/ OWNER-LANDLORD AND TENANT.KEYS TO BE HANDED DIRECT TO OWNER/TENNANT.

2. ALL CYLINDERS TO BE SCHLAGE HEAVY DUTY 'D' SERIES FULL SIZE W/INTERCHANGEABLE CORES. NO SUBSTITUTIONS.

3. FINAL CORES TO BE COORDINATED W/ OWNER-LANDLORD & TENANT.

4. ALL HOLLOW METAL DOORS/FRAMES SHALL BE WELDED - NO KNOCK DOWN FRAMESPERMITTED UNLESS SPECIFICALLY NOTED.

5. ALL HARDWARE TO BE AMERICANS WITH DISABILITIES ACT (A.D.A.) COMPLIANT

6. ALL TOILET ROOM DOORS TO HAVE A CLOSER AND PRIVACY LOCK, SEE HARDWARESCHEDULE FOR ADDITIONAL NOTES.

7. PROPER EXIT HARDWARE IS REQUIRED ON ALL EXIT AND EXIT ACCESS DOORS. DEADBOLT HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE STATE/LOCALBUILDING CODE.

8. ALL HARDWARE TO BE PDQ OR EQUAL. CYLINDERS TO BE HEAVY DUTY. ALLFINISHES TO BE BID AS 626 SATIN CHROME FINISH, UNLESS NOTED OTHERWISE.COORDINATE FINAL HARDWARE COLOR/FINISH W/ OWNER-LANDLORD, ARCHITECT ANDTENANT PRIOR TO ORDERING/INSTALLATION.

IF GYP. BD. IS STOPPED SHORT OF STRUCTURE ABOVE.INSULATION CONTRACTOR TO PROVIDE STRAPPING AT 24" O/CVERTICAL TO PREVENT INSULATION SLUMPING.

9. ENTRY DOORS TO HAVE PASSAGE/ENTRY LOCKSET W/ CLOSER, COORDINATE W/ TENANT.

10. AT RATED ROOMS HARDWARE SUPPLIER TO PROVIDE PROPER LOCKS, CLOSERS, ECT. TOMEET CODE.

11. HARDWARE SUPPLIER TO PROVIDE DOOR STOPS AT ALL DOORS. (IE WALL STOP, HINGESTOP, FLOOR STOP OR OVERHEAD.) THESE STOPS TO BE PROVIDED IN THIS ORDER WITHWALL STOPS AS PREFERRED APPLICATION. SEE HARDWARE SCHEDULE FOR NOTES.

4.

ALL CONTRACTORS HIRED BY LANDLORD AND TENANT ORTENANTS CONTRACTORS TO BE LICENSED CONTRACTORS ANDPROVIDE W/ PROOF OF INSURANCE (CERTIFICATES)

GEN. CONTR. VERIFY W/ LANDLORD & TENANT THAT ALL ELEC.STUBS/ CONDUIT AND ALL PLUMBING BELOW GRADE ISINSTALLED PRIOR TO CONCRETE SLAB BEING POURED.

GEN. CONTR. TO VERIFY ALL REQUIRED BLOCKING W/ OWNERFOR OWNERS EQUIP. (IE: EQUIP. TOILET ACCESSORIES, ETC).

ALL CONST. TO CONFORM W/ LOCAL STATE BUILDING CODESAND ORDINANCES.

ALL CONST. TO CONFORM W/ ADA STANDARDFOR ACCESSIBILITY.

ALL DOOR OFFSETS (HINGE SIDE) TO BE A MIN. OF 4" TYP.

ANY ROOM WITH SERVICE SINKS TO BE PROVIDED WITHEXHAUST VENTILATION PER STATE CODE. VERIFY WITH HVACDESIGN DRAWINGS.

ALL MECH. EQUIP. TO BE DIRECT VENT SEALED COMBUSTIONOR ELECTRIC. WATER HEATER EXACT LOCATION TO BEDETERMINED BY PLUMBING DESIGNER. SEE DRAWINGS FOR INFO.

F.E. = WALL MOUNTED FIRE EXTINGUISHER, MOUNT AT 4'-0"A.F.F. MAX. TO TOP OF EXTINGUISHER. FIRE EXTINGUISHER TO BE10# ABC EXTINGUISHER TYPICAL FOR WALL MOUNTED.

F.E.C. = RECESSED OR SIM. RECESSED FIRE EXTINGUISHERCABINET, SEE LIFE SAFETY/ PLAN SHEETS FOR ADD.NOTES

ALL CONTRACTOR RESPONSIBLE TO REVIEW ALL NOTES THISSHEET. THESE ARE STANDARD MATERIALS AND METHODS FORCONSTRUCTION. THERE WILL BE NO EXTRAS EXCEPTED BY ANYCONTRACTOR FOR ANY INFO NOT REVIEWED OR MISSED FROM THISSHEET OF GENERAL NOTES..

NO SUBSTITUTIONS OF MATERIALS OR GENERAL PRACTICESAS CALLED OUT WITHIN THIS DRAWING SET WITHOUT THEWRITTEN APPROVAL FROM THE OWNER-LANDLORD, TENANT,ARCHITECT, OR STRUCTURAL ENGINEER.

IMPORTANT CONTRACTOR NOTES: ALL CONTRACTORS TOSUBMIT DESIGN BUILD (FIRE PROTECTION) FOR OWNER/ARCHITECT REVIEW PRIOR TO STARTING OF WORK. (FIREPROTECTION DRAWINGS SUBMITTED ONLY WHERE APPLICABLE)

ALL CONTRACTORS INCLUDING ELECTRICAL, DATA, TELEPHONE,SOUND AND OR SECURITY TO COORDINATE W/ HVACCONTRACTOR AND DESIGNER TO VERIFY IF PLENUM AIRRETURNS ARE USED IN THE BUILDING. IF PLENUMS ARE USEDALL CONTRACTORS MUST USE PLENUM RATED WIRENO ADDITIONAL COSTS WILL BE PASSED ONTO THE BUILDINGOWNER FOR LACK OF CONTRACTOR COORDINATION.

HVAC DESIGNER AND CONTRACTOR ARE RESPONSIBLE TOCOORDINATE W/ GENERAL CONTR./ DRYWALL CONTRACTORIF PLENUM AIR RETURNS ARE USED IN THE BUILDING.DRYWALL CONTRACTOR MUST RETURN ALL GYP. IN THEAREA OF THE PLENUM TO THE BOTTOM SIDE OF THESTRUCTURE. NO COMBUSTIBLE MATERIAL ALLOWEDIN THE PLENUM AREA PER CODE.

WHERE APPLICABLE BUILDINGS WITH FIRE SUPPRESSION SYSTEMSFIRE PROTECTION CONTRACTOR WHEN BLEEDINGSYSTEM MUST USE A HOSE TO CATCH BASIN OR LAWN AREA.ABSOLUTELY NO DISCHARGE TO GRADE PAVING.IF DONE TO GRADE PAVING FIRE PROTECTION CONTR.RESPONSIBLE FOR CLEANING OF ALL RUST AND OR STAINS TORETURN THE PAVING TO ORIGINAL CONDITION.

GENERAL CONTRACTOR RESPONSIBLE FOR FINAL GENERALCLEANING PRIOR TO TURN OVER TO LANDLORD AND ORTENANT. GENERAL CONTRACTOR TO CONTACT LANDLORDAND OR TENANT FOR FINAL INSPECTION.

GENERAL CONTRACTOR IS TO HAVE WINDOWS CLEANED INSIDEAND OUT BY PROFESSIONAL WINDOW CLEANER. PROPERCLEANING TO BE USED W/ NO RAZOR BLADES USE TO PREVENTGLASS SCRATCHING OR ETCHING.

ALL CONTRACTOR TO PROTECT ALL FINISH MATERIALS (IE:ROOFING, PAVING, CARPET, MASONRY, ETC.) WHEN APPLYINGPAINT E.I.F.S. OR ANY MATERIAL. GENERAL CONTRACTORRESPONSIBLE FOR ALL SUBS AND SUB CONTRACTORS ARERESPONSIBLE FOR ALL CLEANUP COSTS TO REPAIR MATERIAL TOORIGINAL CONDITION.

GENERAL CONTRACTOR RESPONSIBLE FOR CONTACTING LANDLORD,TENANT AND ARCHITECT FOR FINAL WALK THRU, PUNCH LIST ANDCOMPLIANCE STATEMENT PRIOR TO TENANT OCCUPANCY ANDFINAL TURN OVER.

ALL SUB CONTRACTORS TO MARK ALL PRIVATE UTILITIES (IE:DATA, SITE LIGHTING, IRRIGATION, ETC) EACH TIME DIGGERSHOTLINE IS CALLED.

GENERAL CONTRACTOR TO NOTIFY ARCHITECT, ENGINEER, TENANTAND LANDLORD OF ANY CHANGE OR DEVIATION FROM PLAN WITHIN 24 HOURS OF VERIFICATION TO ALLOW AMPLE RESPONSE TIMEIF REVISIONS ARE REQUIRED.

ALL CONTRACTORS TO REVIEW PROPER PROJECT CLOSE-OUTNOTES ON THE COVER SHEET (CS). GENERAL CONTRACTORRESPONSIBLE TO COORDINATE W/ ALL SUB CONTRACTORS. ALLINFORMATION SHALL BE PROVIDED AND REVIEWED BY ARCHITECTAND LANDLORD PRIOR TO FINAL DRAW/ PAY REQUEST APPROVAL.

GENERAL CONTRACTOR TO DISPERSE ALL PLANS, ADDENDUMS ANDCONSTRUCTION BULLETINS TO ALL BIDDERS AND SUBCONTRACTORS. GENERAL CONTRACTOR RESPONSIBLE TO MAINTAINA PLAN HOLDERS LIST/ LOG. GENERAL CONTRACTOR TO HANDOUT FULL SETS OF PLANS TO EACH CONTRACTOR NO PARTIALPRINTING WILL BE ACCEPTED.

ALL EXPOSED BLOCK WALLS SHALL BE PREPPED, BLOCKFILLER/ PRIMER APPLIED AND FINISHED WITH TWO (2) COATSPAINT.

PAINT EXPOSED STRUCTURE, MECHANICAL, ANDELECTRICAL EQUIPMENT TO MATCH COLOR OF THEADJACENT WALLS (EXCEPT FACTORY FINISHED FIXTURES).

ANY LOCATION GYP. BD. CONTACTING DISSIMILAR MATERIALPROVIDE SEALANT JOINT PRIOR TO PAINT/ FINISH MATERIAL, TYP.

PROVIDE THE FOLLOWING AT WALL TO FRAME/ GLASS TERMINATION.ALIGN NEW WALL WITH CENTER OF EXIST. WINDOW MULL TYPICAL,STEP WALL AT WINDOW SILL/ HEAD. PROVIDE VINYL 'J' TRIMCLOSURE TO WINDOW FRAME TYPICAL, PROVIDE CONT. SEALANTJOINT. PROVIDE BREAK MTL. CLOSURE TO MATCH WINDOW FRAME ATFACE OF WALL EXPOSED TO FRONT OF STORE FRONT.

AT HOLLOW METAL OR ALUMINUM FRAMES (IE: WINDOW/ DOORS)PLACED IN GYP BD WALL ASSEMBLIES. RETURN GYP. BD. TOFRAME, PROVIDE PLASTIC 'J' CHANNEL AND SEALANT TYP.ENTIRE FRAME.

7.

SEE LANDLORD NOTES ON SHEET T2.0 FOR ADDITIONAL INFORMATION

TOILET ROOM ACCESSORY SPECIFICATIONS:

TOILET ROOM NOTES:

FLUSH CONTROLS TO BEMOUNTED TO THE WIDESIDE OF THE TOILET AREA

WALL MOUNTED SIGNAGE TO BELOCATED ON THE LATCH SIDE OFDOOR CLEAR OF DOOR-SWINGMOUNT AT 60" TO CENTERLINEOF SIGN FROM FLOOR

HEIGHT OFLETTERING 5/8"MIN. TO 2" MAX

LETTERINGRAISED 1/32"

UPPER CASELETTERS

CORRESPONDINGGRADE II BRAILLE

SURFACE MOUNTED HAND DRYER

MODEL NUMBER: ASI-38011 1/2"ø GRAB BAR

H.C. ACCESSIBLEWATER CLOSET

SATIN STAINLESS STEEL SATIN STAINLESS STEEL

1 1/2"ø GRAB BARSMODEL NUMBER: ASI-3801

ALUMINUM W/ SATIN FINISH

TOILET TISSUE DISPENSERMODEL NUMBER: ASI-0264-1A

INSTALLED BE G.C.

LIQUID SOAP DISPENSERSUPPLIED BY ADMI

SATIN STAINLESS STEEL

MIRRORMODEL NUMBER: ASI-0600

AT ALL ACCESSORY LOCATIONS

MANUFACTURER: AMERICAN SPECIALTIES, INC. (ASI)

- SEE TYP. TOILET ROOM ACCESSORY ELEVATIONS

PRODUCTS:

FOR MODEL NUMBERS, FINISH AND COLORS- G.C. TO PROVIDE BLOCKING AS REQUIRED

MIRRORS, SOAP DISPENSERS, ETC.GRAB BARS, TISSUE DISPENSERS, TOWEL DISPENSERS,

- G.C. TO VERIFY ROUGH OPENING REQUIREMENTS FOR ALL RECESSED MOUNTED EQUIPMENT

- 6 1/2" MAXIMUM SINK DEPTH- INSULATE PIPES BELOW COUNTERTOPS (WATER AND WASTE LINES)

- MANUAL FLUSH VALVE FOR URINAL MUST NOT EXCEED 44" IN HEIGHT W/ PVC MOLDED PROTECTION (BY PLUMBING CONTRACTOR)

GENERAL NOTES:

SIDE VIEW FRONT VIEW

FINISH FLOOR LINE

MEN MEN WOMEN UNISEX ACCESSIBLE WOMEN

WALL SIGNAGE (TYP.)

MEN

EXIT

XLERATORMODEL NUMBER: XL-BW

SURFACE-MOUNTED, AUTOMATIC,WHITE POLYMER (BMC) COVER

w/ 1.1 NOISE REDUCTION NOZZLE

INSTALLED BY G.C.SUPPLIED AND

EXCEL DRYER, INC.

8

1 42 3

65

NOTE:PROVIDE TACTILE EXIT SIGNAGE ATFRONT & REAR EXIT DOORS @ 60"A.F.F. TO THE CENTER OF THE SIGN

T.O

. SEA

T17

" TO

19"M

IN.

1 1/

2"

2'-0

"

9" MAX.7" MIN.

18"

40"

MAX.12"

42"

54" MIN.

40"

MAX

.

36"

36"

MAX

.

36"

36"

36"

74" A

.F.F

.

MAX

.

46"

MAX

.

46"

60" M

AX.

3" TYP.

THIS DOOR TOREMAIN UNLOCKEDWHEN BUILDINGIS OCCUPIED

SIGNAGE AT EXT.DOORS w/ DEAD BOLTS

SIGN SHALL HAVEUPPERCASE RAISEDLETTERING w/BACKGOUND OFCONTRASTING COLOR- LETTERING HGT: 1" (25 mm.)

3/4"

FR

AME

SINK FAUCET CONTROLS TO BE LOCATED ON THE LEFT, FAUCET TO BELOCATED IN CENTER, AND SPRAYER TO BE LOCATED ON RIGHT. REFER TOPLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

OR SLEEVED TYPICAL.

MIN.

24"

MIN.

12"

34" M

AX.

7

COUNTERTOP LAVATORY BASIN

A5.04

*SINK COUNTERTOP SHALL NOT ENCROACHINTO CLEAR FLOOR SPACE OF WATERCLOSET. (TYP.)

4

1

8

7

6

5

2 3

7

A5.0_____________

MIRR.

1'-6

"4'

-10

3/4"

1'-3

"

7'-7

3/4

"

7'-2"

ALL BASE CABSARE 24" DEEP

MICROWAVE

CL

DOORS W/ INTEGRALKICK SPACE, TO OPENCLEAR FOR H/C ACCESS-INSULATE PIPES

2'-0"

2'-6

"

T.O

. CO

NTR

OLS

5'-7

1/2

"

2'-1

0"

NOTE:CASEWORK LAYOUTTO BE COORDINATEDW/ ASPEN DENTALMILWORK SUPPLIER

OPENAREAFOR

FRIDGE

3'-0" 3'-0"

SCRIBE1"

7'-0

"

3"2'

-10

1/2"

1'-4

1/2

"2'

-6"KEYBOARD

& LCDMONITOR

PRINTER

CPU

3'-2" CRITICAL

FINISH FLOOR LINE

J BOX OR PLASTERRING @ 18" A.F.F.

1"ø CONDUITABOVE CEILING

2"ø CONDUITABOVE CEILING

QUAD OUTLET

FINISH FLOOR LINE

1 1/2" COPPER AIRLINE AT 24" AFF-TERMINATE PERDETAIL D-13/MD

1/2" GAS LINE REDUCEDTO 3/8" FMT ON RT OFTABLE -TERMINATE PERDETAIL D-13-3/MD

9'-0"

4'-6" 4'-6"

2'-6

"

1'-6

"6"

CLR.1/2"

QUAD OUTLET-SEE ELECTRICALPLANS

3" 3" 1 1/4"1 1/4" 6"

6"

CLR.1/2"

1 1/2" COPPER AIRLINE AT 24" AFF-TERMINATE PERDETAIL D-13/MD


1'-6

"6"

1'-6

"

FINISH FLOOR LINE

3'-2

"

CLR.1/2"

4"

NOTE:SEE SHEET P1.2 FOR LOCATION OF EMERGANCY GAS SHUT-OFF VALVE

EMERGENCY GAS SHUT-OFF BOX-SEE PLUMBING DRAWINGS

4"

1'-6

"

10"

4'-0

"3'

-0"

LAB WORKSTATIONLIGHT SWITCH

LAB WORKSTATION LIGHT

24" MIN. DEPTH

6" MAX.TOE CLR.

8" MIN.KNEE CLR.

9" A

.F.F

.

(MIN

.)27" A

.F.F

. (M

IN.)

29" A

.F.F

. (M

IN.)

34" A

.F.F

. (M

AX.)

4"

COUNTER & BACKSPLASH

SEALANT

COUNTERTOP BRACKETCAPABLE OFSUPPORTING 300 LBS.

CONT. 2 x 2 LEDGER - SCREWINTO WALL/BLOCKING

PROVIDE WOOD BLOCKINGIN STUD WALLS ASREQUIRED (TYP)

EQUIPMENTPERMITTED ONLY INSHADED AREA

LAVATORY MOUNTED INCOUNTERTOP MUST MEETACCESS CLEARANCE

COUNTERTOP, SINK, & CABINETPROVIDED & INSTALLED BYMILLWORK VENDOR

5'-0" MIN

REFER TO TOILET ACCESSORYLEGEND (THIS SHEET) FOR FIXTUREHEIGHTS AND CLEARANCES

6

7

5

4

1

8

2 3

7

A5.0_____________

1'-6

"7'

-7"

1'-3

"

10'-4

"

6'-9 3/4"

*SEE ACROVYNDETAIL 1/A6.1

1'-6"

2 EQ PANELS

4'-2" 1'-6"

1'-6

"

2 EQ

PAN

ELS

4'-7

3/4

"1'

-6"

1'-6"

2 EQ PANELS

4'-2" 1'-6"

2'-7

3/4

"1'

-6"

*SEE ACROVYNDETAIL 1/A6.1

1'-6" 3'-9 3/4" 1'-6"

1'-6

"

2 EQ

PAN

ELS

7'-4

"1'

-6"

1'-6" 3'-9 3/4" 1'-6"

2 EQ

PAN

ELS

5'-6

"1'

-6"


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A5.0

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

ENLARGED RESTROOMS,INT. ELEV., & DETAILS

1714200

SCALE: 1/4" = 1'-0"A5.0MEN'S RESTROOM2

SCALE: 3/8" = 1'-0"A5.0ELEVATION - STAFF LOUNGE1

SCALE: 1/2" = 1'-0"A5.0ELEVATION - ALCOVE5

SCALE: 1/2" = 1'-0"A5.0ELEVATION - LAB WORKSTATION6

NOT TO SCALEA5.0COUNTER TOP DETAIL4

SCALE: 1/4" = 1'-0"A5.0RESTROOM ELEVATION7

SCALE: 1/4" = 1'-0"A5.0WOMEN'S RESTROOM3

NOT TO SCALEA5.0MEN'S ACROVYN PLAN8

NOT TO SCALEA5.0WOMEN'S ACROVYN PLAN9

THRESHOLDS 1. FLOOR(S) OR LANDING(S) ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY.

2. PER 303.3 CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS BEVELED AT A GRADIENT NOT TO EXCEED 1:2

3. DOORMATS ARE SECURELY ATTACHED (ANCHORED OR RECESSED) AND HAVE A LEVEL LOOP, LEVEL CUT/UNCUT PILE WITH PILE NOT EXCEEDING 1/2" IN HEIGHT.

4. EXPOSED EDGES OF DOORMAT(S) ARE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.

DOORS 1. MINIMUM OF 3'-0" IN WIDTH, 6-8" IN HEIGHT.

2. OPENS A MINIMUM OF 90 DEGREES.

3. CLEAR WIDTH OF THE DOORWAY IS 32" MINIMUM.

4. DOUBLE DOORS / AUTOMATIC DOORS AT LEAST ONE DOOR MUST COMPLY WITH 1, 2 AND 3 ABOVE.

5. BOTTOM 10" OF DOOR HAS A SMOOTH, UNINTERRUPTED SURFACE THAT ALLOWS DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

NOTE: WHERE NARROW FRAME DOORS ARE USED A 10" HIGH SMOOTH PANEL MUST BE INSTALLED ON THE PUSH SIDE BOTTOM OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

6. EFFORT TO OPERATE DOORS IS WITHIN PRESSURES ALLOWED. INTERIOR DOORS 5 POUNDS MAXIMUM PRESSURE TO OPERATE. FIRE DOORS SEE APPROPRIATE ADMINISTRATIVE AUTHORITY.

7. TWO DOORS IN A SERIES PROVIDE A MINIMUM OF 48" CLEAR SPACE FROM ANY DOOR, IN ANY POSITION.

DOOR HARDWARE 1. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

2. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED ARE OPERABLE WITH A SINGLE EFFORT (EX. LEVER TYPE, PANIC BARS OR PUSH-PULL TYPE).

3. OPENING HARDWARE IS NO HIGHER THAN 48 ABOVE FINISH FLOOR. 4. DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM.

5. HANDLES, PULL, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U- SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48 INCHES A.F.F.

CLEAR SPACE AT DOORS GENERAL REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR.

1. FLOOR OR LANDING ON EACH SIDE OF THE DOOR IS LEVEL AND CLEAR.

2. LEVEL AREA IN THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 60" IN LENGTH.

3. LEVEL AREA OPPOSITE THE DIRECTION OF THE DOOR SWING IS A MINIMUM OF 42-48" IN LENGTH, DEPENDING UPON DIRECTION OF APPROACH AND EXISTENCE OF LATCH AND CLOSER.

4. SURFACE SLOPE OF THE LEVEL AREA DOES NOT EXCEED 1:50 GRADIENT (2%).

5. MINIMUM STRIKE SIDE CLEARANCE ON PULL SIDE OF DOOR IS PROVIDED AT LANDING (PER 404.2.3.1).

6. MINIMUM LATCH SIDE CLEARANCE ON PUSH SIDE OF DOOR IS PROVIDED AT LANDING (PER 404.2.3.1).

IDENTIFICATION SYMBOLS (FOR SANITARY FACILITIES) 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSIONS OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT.

NOTE: WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY

2. VERBAL DESCRIPTION AS TO RESTROOM USAGE (I.E. MENS RESTROOM, ECT.) IS PLACED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY.

3. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE OR OTHER NON-GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL.

NOTE: THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. HOWEVER, THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE SPECIAL SIGNS TO COMPLIMENT DÉCOR WHEN SUCH SIGNS PROVIDE ADEQUATE DIRECTION TO INDIVIDUALS WITH DISABILITIES.

4. SIGNS ARE CENTERED ON THE WALL 60" A.F.F. AND 8" FROM EDGE OF SIGN TO EDGE OF DOOR FRAME.

5. LETTERS AND NUMERALS ARE RAISED 1/32" ARE SANSSERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE A MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH.

6. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.

7. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" X 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.

SANITATION FACILITIES 1. ACCESSIBLE UNITS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY.

2. EXCEPT AT DOORS, THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE IN FACILITY IS 36".

3. ENTRY DOOR HAS PUSH AND PULL FUNCTION (NO LATCHING DEVICE) WITH CLOSER.

4. SUFFICIENT SPACE FOR WHEELCHAIR MEASURING 30" X 48" TO ENTER ROOM AND PERMIT THE DOOR TO CLOSE IS PROVIDED.

5. A CLEAR SPACE OF SUFFICIENT SIZE TO INSCRIBE A 60" DIAMETER CIRCLE IS PROVIDED WITHIN THE SANITARY FACILITY ROOM.

6. 60" SPACE IS CLEAR OF OBJECTS FROM THE FLOOR TO A HEIGHT OF 27".

7. CLEAR FLOOR SPACE FOR WATER CLOSETS IN STALLS SHALL COMPLY WITH DIAGRAMS ON THIS SHEET. CLEAR FLOOR SPACE MAY BE ARRANGED TO ALLOW EITHER A RIGHT HANDED OR A LEFT HANDED APPROACH.

8. 18 BETWEEN CENTER OF WATER CLOSET AND SIDE-WALL CORNER.

9. TOILET SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION.

10. TOP OF TOILET SEAT IS 17"-19" FROM FLOOR SURFACE.

11. FLUSH VALVE IS ON WIDE SIDE OF TOILET AREA.

12. 44" MAXIMUM FROM FLOOR TO FLUSH VALVE.

13. 5 LB. MAXIMUM FORCE TO OPERATE FLUSH VALVE.

14. WALLS WITHIN COMPARTMENT ARE SMOOTH, HARD AND NONABSORBENT TO 48 IN HEIGHT AND ARE NOT ADVERSELY AFFECTED BY MOISTURE.

15. FLOOR SURFACES OF TOILET ROOM ARE SMOOTH, HARD AND NON-ABSORBANT. BASE SHALL EXTEND UPWARD A MINIMUM OF 6" ONTO WALLS.

16. SIDE GRAB BAR IS A MINIMUM OF 42" LONG.

17. THE FORWARD END OF THE GRAB BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL.

18. SIDE GRAB BAR BEGINS A MAXIMUM OF 12" FROM THE REAR WALL.

19. REAR GRAB BAR IS A MINIMUM 36" LONG WITH THE ADDITIONAL LENGTH PROVIDED ON THE TRANSFER SIDE OF THE WATER CLOSET.

20. REAR GRAB BAR BEGINS A MAXIMUM OF 6" FROM THE CORNER OF THE WALL ON THE TOILET SIDE.

21. DIAMETER OF THE GRAB BAR(S) IS 1 1/4" - 1 1/2" OR SHAPE PROVIDES EQUIVALENT GRIPPING SURFACE.

22. CLEARANCE BETWEEN THE GRAB BAR(S) AND WALL IS 1 1/2" AND PARALLEL TO FLOOR (FOR TANK TYPE TOILETS, 36" MAY BE ALLOWED IF TANK OBSTRUCTS PLACEMENT OF BAR).

23. GRAB BARS ARE MOUNTED AT 33" MIN. - 36" MAX. TO TOP OF BAR.

24. BARS ARE SMOOTH WITH A MINIMUM RADIUS OF 1/8".

25. MINIMUM STRUCTURAL STRENGTH OF GRAB BAR(S) WILL SUPPORT A 250 LB. POINT LOAD.

26. GRAB BARS DO NOT ROTATE WITHIN THEIR FITTINGS.

27. SURFACE OF WALL ADJACENT TO GRAB BAR(S) IS FREE OF SHARP OR ABRASIVE ELEMENTS.

28. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 604.7 AND SHALL BE 7" MINIMUM AND 9" MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTER LINE OF THE DISPENSER.

29. THE OUTLET OF THE DISPENSER SHALL BE 14" MINIMUM AND 19" MAXIMUM ABOVE THE FLOOR. THERE SHALL BE A CLEARANCE OF 1 1/2" MINIMUM BELOW THE GRAB BAY.

30. DISPENSERS SHALL NOT BE A TYPE THAT CONTROL DELIVERY OR DO NOT ALLOW CONTINUOUS PAPER FLOW.

1. MINIMUM 30" X 48" CLEAR SPACE IS PROVIDED IN FRONT OF LAVATORY THAT ALLOWS FORWARD APPROACH.

2. REQUIRED CLEAR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE AND EXTENDS A MAXIMUM OF 19" UNDERNEATH THE LAVATORY.

3. 34" MAXIMUM HEIGHT OF RIM OR COUNTER ABOVE FLOOR SURFACE.

4. 29" MINIMUM CLEARANCE FROM BOTTOM OF APRON TO THE FLOOR.

5. KNEE CLEARANCE UNDER FRONT LIP IS A MINIMUM OF 27" HIGH, 30" WIDE, AND EXTENDS A MINIMUM OF 8" IN DEPTH FROM THE FRONT OF THE LAVATORY.

6. TOE CLEARANCE UNDER LAVATORY IS A MINIMUM OF 9" HIGH, 30" WIDE, AND EXTENDS A MINIMUM OF 17" IN DEPTH FROM THE FRONT OF THE LAVATORY.

7. DRAIN AND HOT WATER PIPING IS INSULATED OR CONFIGURED TO PREVENT CONTACT.

8. THERE ARE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY.

9. FAUCETS ARE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF CLOSING VALVES (MIN. 10 SECONDS OPEN FLOW).

10. FAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

11. 5 LB. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS.

WATER CLOSETS 1. 30" WIDE X 48" DEEP MINIMUM CLEAR ACCESS IN FRONT OF FIXTURE (ONE FIXTURE ONLY REQUIRED).

2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE.

3. 44" MAXIMUM HEIGHT OF FLUSH VALVE ABOVE FLOOR.

4. 5 LB. MAXIMUM PRESSURE TO OPERATE FLUSH VALVE.

5. FLOOR SURFACES ARE SMOOTH, HARD AND NON-ABSORBENT EXTENDING UPWARD A MINIMUM OF 6" ONTO THE WALLS.

6. WALLS WITHIN 24" OF FRONT AND SIDES OF URINAL ARE SMOOTH, HARD AND NON- ABSORBENT TO 48" IN HEIGHT AND ARE NOT ADVERSELY AFFECTED BY MOISTURE.

ACCESSORIES IN SANITARY FACILITIES

1. MINIMUM 30 X 48 CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES.

2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE.

3. MIRROR(S) IS MOUNTED WITH THE BOTTOM OF THE REFLECTIVE SURFACE EDGE NO HIGHER THAN 40" A.F.F. AND WITH THE TOP OF THE REFLECTIVE SURFACE EDGE NO LOWER THAN 74" A.F.F.

4. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE FLOOR (I.E. SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO-DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ECT.).

5. CONTROLS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

6. THE FORCE TO ACTIVATE CONTROLS IS 5 LB. MAXIMUM.

LAVATORIES

COAT HOOKS AND SHELVES 1. ACCESSIBLE COAT HOOKS PROVIDED WITHIN THE ROOM SHALL ACOMODATE A FORWARD REACH OR SIDE REACH COMPLYING w/ ANSI A117.1 SEC 308.

2. WHERE SHEVLES ARE PROVIDED, A PROTION OF SHELVING SHALL BE MOUNTED AT 40" MIN. AND 48" MAX. A.F.F.

PROVIDE BLOCKING INWALL AS REQ'D TOANCHOR MOUNTINGBRACKET (TYP.)

FIRE EXTINGUISHER SPECIFICATION:

FINISH FLOOR LINE

- MARK 'MB846' WALL BRACKETBRACKET:

MANUFACTURER: JL INDUSTRIES, INC.FIRE EXTINGUISHER:PRODUCT:

- 'COSMIC' 10E 10 lb. CAPACITY ; 4A-80BC RATING

A.F.

F.

4'-0

"FIRE EXTINGUISHER TOBE SUPPLIED ANDINSTALLED BY OTHERS

ARM/HEAD

TO B

OTTO

M O

FM

OUNT

ING

PLAT

E

VAR

IES

1'-4"

34 1

/2" A

.F.F

5/8" GWB BOTHSIDES DOUBLE GWBINSIDE OF ROOM

(2) 4x4 JBOX MOUNTEDON 2x BLOCKING ASREQUIRED

4x4 POST

VERIFY WALL RATINGIF APPLICABLE.PROVIDE FIRETREATED BLOCKINGAS REQ'D

X-RAY SUPPORT TO WITHSTAND 450 LBS. OFWITHDRAW FORCE AND 100 LBS. OF SHEAR ATEA. BOLT LOCATION. INSTALLATION BEHINDFINISHED SURFACES. FOLLOW ANY AND ALLVARIATIONS REQUIRED FOR LOCAL BUILDINGAND X-RAY RADIATION CONTROL STANDARDS.

CONNECT MASTERCONTROL TO TUBEHEADUSING 4 CONDUCTOR,20awg 300V WIRE-SEE DETAIL D9A ONSHEET MD

120V/3 WIRE GROUNDEDCIRCUIT STUBBED OUT @THIS LOCATION. 12 awgWIRE REQ'D FROM PANEL

A5.14


PLASTIC JBOX ANDPLASTER RING AND PULL STRINGABOVE CEILING.-SEE ELECTRICALPLANS

DUPLEX ELECTRICALOUTLET-SEEELECTRICAL PLANS

20 GAUGE STEELWALL STUDS (16"O.C.)

(2) LAYERS 3/4"PLYWOOD

VERIFY WALL RATING IFAPPLICABLE. PROVIDE FIRETREATED BLOCKING AS REQ'D

VAR

IES

RUN WIDTH OF WALL3'

-0"

2'-0

"2'

-0"

1'-4"

11/16" 1'-4" 15/16"

10 1

/8"

1 15

/16"

11 3

/16"

7/8"

1 1/

16"

10"

1"

6 1/8" 2 3/4" 3 1/8"

34 1

/2" A

.F.F

STUD POST

BELMONT MOUNTINGPLATE

STUD BLOCKING FORJ-BOX MOUNTING

1/4"

1/4"

8"

POWER

LOW VOLTAGE

4'-2 1/2" R.O.

8'-0

" REF4'

-4 1

/2" R

.O.

2'-8

"

(3) 2x4's FOR BLOCKING.BLOCKING IS INSTALLED ONTHE COUNTERTOP SIDE OFTHE PASS THRU

120V/3 WIRE GROUNDEDCIRCUIT STUBBED OUT @THIS LOCATION. 12 awgWIRE REQ'D FROM PANEL

CONNECT MASTERCONTROL TO TUBEHEADUSING 4 CONDUCTOR20awg 300V WIRE

VERIFY WALL RATING IFAPPLICABLE. PROVIDEFIRE TREATED BLOCKINGAS REQ'D.

BOX OPENING TOFACE PASS THRUOPENING-1 1/2"DEEP, 2x4 BOX USED

38" B

OT.

OF

BOX

40 1

/4" B

OT.

OF

BOX

A5.17

8A5.1


PLASTER RING WITH2" CONDUIT ORWALL CHASE RANABOVE CEILINGWITH PULL STRING(CENTERED IN ROOM)

DEDICATED 20 AMP220V ELEC.CIRCUIT TWISTLOCK OUTLET(ELECTRICIAN TOSUPPLY MALE END)(CENTERED IN ROOM)

20 GAUGE STEELWALL STUDS (16"O.C.)

3/4" PLYWOOD


1'-6

"

RUN WIDTH OF WALL

3'-3

13/

16"

9"9"

J-BOX

SCREW "SPLIT" 2x4 INTODOUBLE 2x4s FOR SUPPORT

(2) FULL HEIGHT 2x4s

120V POWER

CONTROL WIRE

FLOOR

ED

GE

OF

PLA T

E

34 1

/2" T

O B

OTT

1 1/2"

A A

C

DRILL (2) ø 3/16"PILOT HOLES

CL

5 1/

2"

1 1/2"DRILL (2) 3/16" PILOTHOLES (DIAGONAL)

B B'

3 3/

4"

AC120V

ø 1"(PASS-THRU)

P

B' B

2"

4 CONDUCTOR CABLEFOR CONTROLLER(PASS-THRU)

1"

ø 1" P

LEVEL TOP AND SIDE PRIORTO SECURING TO THE WALL

TOP OF X-RAY HORIZONTAL ARMEXTENDS APPROXIMATELY 1-3/4"ABOVE THE TOP EDGE OF THE WALL

(3) 2x4 WOOD STUDS

36" A

.F.F

.38

1/4

" A.F

.F.

WALL CONST. -SEE WALL TYPES

CONT. ALUM. TRIM

EXIST. WINDOWFRAME BELOW

TRIM TO MATCH EXIST. WINDOW FRAME FINISH

EXTEND SOUNDBARRIER TO FACEOF FRAME (TYP.)


PROVIDE ALUM.J-CHANNEL TOMATCH FRAMEw/ CONSEALEDFASTENERS


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A5.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

GENERAL ACCESSIBILITY& DETAILS

1714200

GENERAL ACCESSIBILITY NOTES

SCALE: 1/2" = 1'-0"A5.1FIRE EXTINGUISHER DETAIL6

SCALE: 1/2" = 1'-0"A5.1BELMONT 097 X-RAY SUPPORT1

SCALE: 1/2" = 1'-0"A5.1PLASMA TV SUPPORT3

SCALE: 3" = 1'-0"A5.1BELMONT 097 X-RAY PLATE DETAIL4

NOT TO SCALEA5.1PASS THRU X-RAY5

NOT TO SCALEA5.1PANORAMIC X-RAY SUPPORT2

NOT TO SCALEA5.1PASS THRU X-RAY ISOMETRIC7

NOT TO SCALEA5.1PASS THRU X-RAY PLATE DETAIL8

NOT TO SCALEA5.1WALL CLOSURE DETAIL9

9"

8"

6" MAX.

1'-5" MIN.

11" MIN.

REQUIRED KNEE/TOECLEARANCE(TYP. PER ADA REQUIREDSEATING CLEARANCES)

17" M

IN.

2'-4

7/8

"

27 3/32"

WOOD OR METAL STUDS16" ON CENTER MAXIMUM(2"X4" OR GREATER)

2"X6" WOOD BACKING, 4 PLACES(DOUGLAS FIR #2 OR BETTER)

29 11/32"

A5.27

TYP.

BTM. OF BLOCKING5'-0" A.F.F.

3 5/

8"1

13/1

6"

1/4" PILOT HOLES(2 PLACES)

5 1/

2"C

RIT

ICAL

5 1/2"CRITICAL

ADD 1/2" WATER LINERAN TO 20" A.F.F.WITH 1/4" SHUT OFF

NOTHING CANPROTRUDE INSIDETHE 18 3/4" x 40"OPENING ADD ELECTRICAL

OUTLET AT 40 A.F.F. INWALL POCKET

ADD HUB DRAIN INWALL TO FINISH OUTAT 16" A.F.F.


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A5.2

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

DETAILS

1714200NOT TO SCALEA5.2RECEPTION ACCESS. CHECK-IN1

NOT TO SCALEA5.2RECEPTION STAND UP CHECK-IN2

NOT TO SCALEA5.2BUSINESS OFFICE SIT DOWN CHECK-OUT3

NOT TO SCALEA5.2BREAK ROOM TABLE4

NOT TO SCALEA5.2BLOCKING DETAIL6

NOT TO SCALEA5.2BLOCKING DETAIL7

NOT TO SCALEA5.2BOTTLE FILLING STATION DETAIL5

WALK-OFFCARPET

LVT-1/CPT

RECEPTION101

LVT-1ACROVYN/PT#3

MEN'SRESTROOM

102

LVT-2

PANORAMICX-RAY

106

LVT-2

INTRA-ORALX-RAY

105

LVT-2

TR. #5122

LVT-2

TR. #1112

CPT

BUSINESSOFFICE

103

CPTPT#1

CONSULTATION109

LVT-2PT#1

STERILIZATION121

LVT-2PT#5

LAB111

LVT-2PT#2

BREAK ROOM117

CONCFRP#1/PT#5

MECHANICALROOM

116

LVT-1ACROVYN/PT#3

WOMEN'SRESTROOM

115

LVT-2

TR. #4123

CPTPT#2


110

PT#5

LVT-2

TR. #2114

CPTPT#3

INTERIORWAITING

108

LEAVE CARPET & LVTOUT OF THIS AREA UNTILMILLWORK IS SET

BOT. SOFFITPT#5

PT#5 PT#5

LVT-

2C

ON

C

PT#2

PT#2PT#2

PT#4

PT#2

PT#6

PT#2

PT#6

LVT-2PT#1

STORAGE104PT#1

PT#2 PT#6

PT#4

LVT-2

TR. #6120

LVT-1LVT-2

LVT-2PT#4

HALLWAY113

LVT-2

TR. #3124

PT#1LVT-2

HALLWAY118

FRP#1

PT#2 PT#6

PT#1

PT#2PT#6

LVT-1 CPT

CPT LVT-1

WOC LVT-1

LVT-2

TR. #7119

LVT-2PT#4

HALLWAY107

CPT

LVT-

1

CPT LVT-2

PT#2PT#6

6'-0

"

PT#1

PT#1PT#2

PT#1PT#2

PT#2BOT. OFSOFFIT PT#5

PT#2 PT#6

4'-0"

4'-0"

LVT-

1C

PT

PT#1

12'-4

3/4

"

FLOORINGWALL COVERINGSSHERWIN WILLIAMS - SHERWIN WILLIAMS PRO-MAR 200 PAINT IN EGGSHELL FINISH.-ALL WALLS TO HAVE (1) COAT PRIMER & (2) COATS PAINT (MIN.)WALL COVERINGS BY EYKON, PREP WALLS AS REQ'D BY MANUF. INSTRUCTIONS

PT#1 -SW6381 ANJOU PEARPT#2 -SW7033 BRAINSTORM BRONZEPT#3 -SW6439 GREENFIELDPT#4 -SW6150 UNIVERSAL KHAKIPT#5 -SW7001 MARSHMALLOWPT#6 -SW6163 GRASSLAND

ROOM FINISH SCHEDULE

ROOM FINISH REMARKS:1.) SEE FINISH PLAN FOR WALL FINISHES IN THIS ROOM2.) (ACROVYN) PROVIDE SARATOGA SERIES (#372CLASSIC MAPLE FINISH) ACROVYN WALL SYSTEM TO 42"A.F.F. INCLUDE 4" BASE, 2 VERTICAL SEAMS/CORNERS &2" TOP CAP. REMAINDER OF WALL TO BE PAINTED PT#3.GRAIN TO BE INSTALLED VERTICALLY.

3.)(FRP#1) PROVIDE FRP TO 42" AFF ON ALLWALLS & PAINT THE REMAINDER OF WALLABOVE PT#5FRP SPECIFICATION: CRANE COMPOSITESGLASBORD WHITE OR EQUAL

CPT

LVT-1

LVT-2

B1

RECEPTION AND OFFICE AREAS:CARPET TILE:

MANNINGTON CANOPY II24"X24" TILECOLOR: 43240 WILDE (ASHLAR PATTERN)

WALK OFF CARPET:

MANNINGTON TRAVERSE WALK-OFF TILECOLOR: 8407 OCHRE OWLSTRAIGHT PATTERN (ALL ARROWS SAME DIRECTION)

VINYL TILE:ARMSTRONG LVT LINE18"x18" NATURAL CREATIONS - QUARTER TURN INSTALL

VINYL TILE:ARMSTRONG LVT LINE16"x16" NATURAL CREATIONSEARTHCUTS_TP520 DURANGO GOLDEN HARVEST - LINEAR INSTALL

BASE:ROPPE4" HIGH RUBBER BASE#194 BURNT UMBER

3 COATSNOTE: LEAVE ALL EXTRA TILES IN MECHANICAL ROOM AT END OF JOB

MYSTIX_TP782 JET NATURAL

ASPEN DENTAL WILL PURCHASE ALL FLOORING THROUGH A NATIONALACCOUNT. (CARPET, WALK-OFF, LVT, VCT, COVE BASE, TRANSITIONS,GLUES) FOR THE JOB. TO RELEASE FLOORING PRODUCT, PLEASECONTACT CARPET WHOLESALE INC. MR. PAUL KRAWCZYK AT(315) 422-1489 OR E-MAIL [email protected] CONTRACT SCHEDULE FOR REQUIRED MATERIAL ORDER DATES-SEE ASPEN DENTAL'S CONSTRUCTION CLEAN SPEC. FOR FLOOR CAREOF RECEPTION + OFFICE (VCT) AREAS.

WOC

CONC SEALED CONCRETE

FLOOR TRANSITION DETAILS

DOOR COLOR:MOHAWK DOOR COMPANY

TYPE: VENEER 5, ROTARY BIRCH SELECT WHITECOLOR: CLEAR COATDOORS TO BE FACTORY PRE-FINISHED

*UNDERSIDE OF ALL HEADERS TO MATCHCOLOR OF ADJACENT WALL UNLESS NOTEDOTHERWISE.

NOTE: BEFORE THE FLOORING INSTALLATION TAKES PLACE THE FOLLOWING MOISTURE LIMITS MUST BE ACHIEVED: LVT AREAS 90% RH OR 7 LBS. MVER; CARPET TILE AREAS 80% RH OR 5 LBS MVER. THESE TESTS SHOULD BE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OS ASTM F-2010 & ASTM F-1869.

4.)(FRP#1) PROVIDE FRP FROM FLOOR TOCEILING - SEE PLAN FOR LOCATIONFRP SPECIFICATION: CRANE COMPOSITESGLASBORD WHITE OR EQUAL

VINYL TRANSITION STRIP LVTCARPET

1/2"

(MA

X.)

10'-2

"

CEILING

FLOOR

CENTER OF WALL

1'-6"

USE 2 EQ PANELS U.N.O.

IF MORE THAN 4'-0" 1'-6"

ACR

OVY

N

3'-6

"

2" TOP CAP

4" BASE

2" VERTICALS

NOTE: RUN GRAIN VERTICALLY.

-SEE DETAILS 8/A5.0 & 9/A5.0FOR MORE INFORMATION

* ALL CEILING HEIGHTS ARE ASSTATED OR 2" ABOVE WINDOWS

CEILING

ITEM:MANUF:MATERIAL:C1

DUNE #1774ARMSTRONG24"x24" ACOUSTICAL PANEL CEILING

*ALL CEILING HEIGHTS TO BE VERIFIED TO ALLOW REQ'D CLEARENCES FOR ALL M.E.P.FIXTURES, HOLD CEILINGS AS TIGHT AS POSSIBLE. CONTACT EXCEL ENGINEERING INC. IFANY ISSUES OCCUR WITH CEILING HEIGHTS.

*ANY CEILING TILE ALTERNATES TO BE SUBMITTED TO ASPEN FOR APPROVAL.

*CEILING GRID TO BE 15/16" PRELUDE XL, COLOR: WHITE, 7300 SERIES.

HOLLOW METAL DOOR & FRAME PAINT:

BAC COLORANT 1286432OZ

B1-BLACK 156-

N1-RAW UMBER --7-

R2-MAROON --11-

Y3-DEEP GOLD 152-

-

-

1

-

-

1

DOOR & WINDOW FRAMESHERWIN WILLIAMS DTM ACRYLIC DEEPBASE1 GAL MIX

• (2) COATS SEMI-GLOSS


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A6.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

ROOM FINISH PLAN &SCHEDULE

1714200

SCALE: 1/4" = 1'-0"FLOOR FINISH PLAN

RO

OM

NU

MB

ER

ROOM NAME FLO

OR

BAS

E

WA

LLS

CEI

LIN

G

CEI

LIN

G H

EIG

HT

REMARKS101 RECEPTION LVT-1/CPT B1 C1 10'-2"102 MEN'S RESTROOM LVT-1 B1 ACROVYN/PT#3 C1 10'-2" 2.103 BUSINESS OFFICE CPT B1 C1 10'-2" 1.104 STORAGE LVT-2 B1 PT#1 C1 10'-2"105 INTRA-ORAL X-RAY LVT-2 B1 C1 10'-2"106 PANORAMIC X-RAY LVT-2 B1 C1 10'-2"107 HALLWAY LVT-2 B1 PT#4 C1 10'-2" 1.108 INTERIOR WAITING CPT B1 PT#3 C1 10'-2"109 CONSULTATION CPT B1 PT#1 C1 10'-2"110 MANAGER/DOCTOR OFFICE CPT B1 PT#2 C1 10'-2"111 LAB LVT-2 B1 PT#5 C1 10'-2" 4.112 TR. #1 LVT-2 B1 C1 10'-2"113 HALLWAY LVT-2 B1 PT#4 C1 10'-2" 1.114 TR. #2 LVT-2 B1 C1 10'-2"115 WOMEN'S RESTROOM LVT-1 B1 ACROVYN/PT#3 C1 10'-2" 2.116 MECHANICAL ROOM CONC B1 FRP#1/PT#5 C1 10'-2" 3.117 BREAK ROOM LVT-2 B1 PT#2 C1 10'-2"118 HALLWAY LVT-2 B1 C1 10'-2" 1.119 TR. #7 LVT-2 B1 C1 10'-2" 1.120 TR. #6 LVT-2 B1 C1 10'-2" 1.121 STERILIZATION LVT-2 B1 PT#1 C1 10'-2"122 TR. #5 LVT-2 B1 C1 10'-2"123 TR. #4 LVT-2 B1 C1 10'-2" 1.124 TR. #3 LVT-2 B1 C1 10'-2" 1.

CARPET / LVT

NORTH

NOT TO SCALEA6.1ACROVYN WALL PANEL DETAIL1

ASHLAR PATTERN


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A6.2

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

FIRE WALL JOINTS &PENETRATIONS

1714200

GYPSUM WALL - 6" PVC OR SMALLERGYPSUM WALL TO ROOF DECKGYPSUM WALL - 6" COPPER PIPE OR TUBING OR SMALLERGYPSUM WALL - JUNCTION BOX

GYPSUM WALL TO FLAT CONCRETE

E

E

E

SATELLITE SUPPORT PIPELOCATED NEAR PHONE CABINET-SEE DETAIL 10/S1.1 -SEE ELEC.FOR NOTES

1'-6"

BOT. OF SOFFIT8'-0" A.F.F.

R

R

R

R


R R

R




1'-0

"2'

-9"

3'-7

1/4

"2'

-9"

1'-0

"

EQEQ

11'-1

1/4

"

5'-4"

EQ EQ EQ EQ

9"9"9"

9"

3'-0

"1'

-6"

1'-1

1"

5'-6 3/4" R

EQEQ

5'-1

1"

1"4"

STUDS @ 16" O.C. FASTENEDTO STRUCTURE ABOVE -SEEPLAN FOR STUD SIZE

PROVIDE 45° STUD BRACE @ 4'-0" O.C. (MIN.) AS REQ'D

ACCOUSTICAL CEILING TILEIN SUSPENDED GRID

1/2" GYPSUM BOARD

STUDS @ 16" O.C. FASTENEDTO STRUCTURE ABOVE -SEEPLAN FOR STUD SIZE

PROVIDE 45° STUD BRACE @ 4'-0" O.C. (MIN.) AS REQ'D


1/2" GYPSUM BOARD

PROVIDE 45° STUD BRACE @4'-0" O.C. (MIN.) AS REQ'D


1/2" GYPSUM BOARDOVER SOFFIT FRAMING@ 16" O.C. FASTENED TOSTRUCTURE ABOVE

1"4"

MIN

.

4"

1/2" GYPSUM BOARD

BULKHEAD DETAIL BULKHEAD DETAIL SOFFIT DETAILNOT TO SCALE *NOT REFERENCED ON PLANS NOT TO SCALE *NOT REFERENCED ON PLANS NOT TO SCALE -SEE SHEET S1.1

1'-6"

CEILING LEGENDEXHAUST FAN

6" LED DOWN LIGHTPROVIDED BY OWNER

2x2 LED LAY-IN TROFFERPROVIDED BY OWNER

SUSPENDED ACOUSTIC TILECEILING @ 10'-2" A.F.F.,UNLESS OTHERWISE NOTED

GYPSUM BOARD CEILING

LIGHTING NOTE:GENERAL SWITCH LOCATIONS & WIRING TO BEDETERMINED BY LIGHTING CONTRACTOR PERLOCAL CODE AND TO BE APPROVED BY ASPENDENTAL. ALL CEILING & LIGHT SUPPORT WIRESTO BE HUNG FROM TOP CHORD OF JOIST SYSTEM.

RECESSED FIXTURE NOTE:G.C. TO PROVIDE "TENTING" AT ALL RECESSEDCAN FIXTURES AS REQUIRED BY THEMANUFACTURES WRITTEN INSTRUCTIONS INSURINGTHAT NO INSULATION TOUCHES THE FIXTURES.

EXIT LIGHT - PROVIDED BY OWNER

BATTERY BACK-UP EGRESSLIGHTING -PROVIDED BY OWNER

EXIT LIGHT W/ BATTERY BACK-UPEGRESS LIGHTING - PROVIDED BYOWNER

E

E

R

NOTE:SEE ROOM FINISH SCHEDULE FORCEILING FINISH & HEIGHT

EEE


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A7.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

REFLECTED CEILING PLAN& DETAILS

1714200

SCALE: 1/4" = 1'-0"REFLECTED CEILING PLAN

CEILING DETAILS

NORTH

STABILIZATION OF PATIENT LIFT RAIL

LIFT RAIL

INDICATES DIRECTION OF STABILIZATION.STABILIZERS MAY BE SHIFTED 180° IFOBJECTS WITHIN CEILING INTERFERE w/STABILIZER PLACEMENT.

EACH RAIL SYSTEM STABILIZED IN BOTHLATERAL DIRECTIONS AS SHOWN.

3/8" HEX HEAD LAG BOLT PATIENT LIFT RAIL

SPINDA BRICK, FLAT WASHER, 10M NYLOCK NUT

STANDARD WALL BRACKET

3/8" HEX HEAD LAG BOLT

PATIENT LIFT RAIL

STANDARD WALL BRACKETINTO WOOD WALL STUD(RAIL MOUNTED ON TOP)

STANDARD WALL BRACKETINTO WOOD WALL STUD(RAIL MOUNTED BELOW)

* TENANT GC IS RESPONSIBLE FOR PROVIDING & INSTALLING 4x6 POSTIN WALL ON EACH SIDE OF RAIL FOR WALL BRACKET ATTACHMENT.

4X6 POST 4X6 POST


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



A7.2

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

DETAILS

1714200

NOT TO SCALEA7.2LIFT RAIL STABILIZATION DETAIL2

NOT TO SCALEA7.2WALL MOUNT CHAIR LIFT DETAIL1

E

E

E←→E

←→E

COMMON PATH OF TRAVELDISTANCE = 37'-5"

TOTAL EGRESS PATH OFTRAVEL DISTANCE = 86'-0"

4'-0

"3'

-6"

4'-0

"4'

-0"

4'-0"

4'-0"

4'-0

"3'

-6"

4'-0

"3'

-6"

3'-6

"4'

-0"

3'-6" 3'-6"

3'-6"3'-6"

3'-6

"4'

-0"

3'-6

"4'

-0"

4'-0

"3'

-6"

1

4'-0

"5'

-0"

5'-0

"4'

-0"

4'-0" 3'-6"

3'-6

"4'

-0"

FE1'

-0"

5'-0" 4'-0"

1'-6

"

1'-0

"

4'-6"4'-0"

2'-0

"

2'-0

"

4'-0

"5'

-0"

1'-6"

1'-6"

FE

FE

4'-0

"4'

-0"

2'-0"

FE

4'-6"

4'-0"

1'-0

"

2'-0

"

1'-0

"

2'-0"

2'-0"

2'-0"

2'-0"

1'-6"

1

WHEELCHAIR CLEAR FLOORSPACE AS REQ'D FOR SIDEACCESS TO DENTAL CHAIR

DASHED LINE INDICATESDENTAL CHAIR IN IT'S FULLYEXPANDED POSTION.

ALL DENTAL CHAIR ACCESSORYARMS CAN SWING/FOLD AWAYAS REQ'D TO ALLOW CLEARENCEFOR ACCESS TO CHAIR

SOLID LINE INDICATES CHAIRIN IT'S FULL UP RIGHT POSTION.CHAIR CAN BE ROTATED ANDSWIVELED AS NECESSARY.

BOTH DOCTOR/ASSISTANTSCHAIRS ARE ON ROLLERS ANDCAN BE MOVED AND LOCATEDTO ALLOW ACCESS TO CHAIR

CHAIR SHALL BE RELOCATED ASNECESSARY TO ALLOW ACCESS FORWHEELCHAIR SPACE

1 E CONTRACTOR TO COORDINATEEXIT LIGHT LOCATIONS WITHLOCAL INSPECTION AND FIREMARSHAL PRIOR TO INSTALL

ASPEN DENTAL STAFF WILL BE AVAILABLE TO ASSIST ANY PERSON(S) WITHDISABILITY TO MANEUVER AROUND THE FACILITY AS REQ'D PER THAT PATRONSREQUEST

5'ø TURNING CIRCLE

REQUIRED MANEUVERINGCLEARANCE AT PULL SIDEOF DOOR

REQUIRED MANEUVERINGCLEARANCE AT PUGH SIDEOF DOOR

INDICATES PATH ANDDIRECTION OF EGRESS

REQUIRED MANEUVERINGCLEARANCE AT FRAMEDOPENINGS

30"x48" WHEELCHAIRSPACE

INDICATES PATH OFCOMMON TRAVEL


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



AE1.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

EGRESS/ACCESSIBILITYPLAN

1714200

SCALE: 1/4" = 1'-0"ACCESSIBILITY/EGRESS PLAN

DENTAL CHAIR DIAGRAMEGRESS/ACCESSIBILITY KEYNOTES

EGRESS/ACCESSIBILITY NOTES

EGRESS/ACCESSIBILITY SYMBOLS LEGEND

NORTH

TYPICAL LAP DIAGONAL LAP

2"x2"x18 GA.CONT. CLOSUREANGLE AT OUTSIDECORNERS (TYPICAL)

PER LAP CONN.(4) #10-16 SCREWS

STEEL STUDS STEEL STUDS

STEEL STUDS

CONNECTIONPER KICKER/ STUD(4) #10-16 SCREWS

SEE WALL SECTIONSFOR STUD SIZE& SPACING

'A'

STUD DEPTH 'A'

3 5/8" 2 1/2"6" 4"8" 6"10" 8"12" 10"

'A'

SECTION.TRACK. REFER TOCONTINUOUS TOP

STEEL STUD

STEEL BOX HEADER

@ EACH FLANGE(1) #10-16 SCREW

REFER TO SECTION

REFER TO SECTION

XXXXX

XXXXX

X XXXX

STEEL STUD POST:REFER TO PLAN

(4) #10-16 SCREWS TO POST

(2) L2"x2"x 14 GA. x 0'-3 1/2"LONG CLIP ANGLE WITH

AND (1) 3/8"� x 2" EMBED.'POWERS WEDGE BOLT'TO CONCRETE (1 CLIP EA. SIDE)

CONCRETE CONSTRUCTION(N.I.C.)

CONT. BOTTOM TRACK

EDGE DIST.

3" MIN.

1/8 1-12

1/8 3

XXXXXX

1/8 1-16

STEEL STUD HEADERREFER TO SECTION

STEEL STUD POSTREFER TO SECTION

ATTACH HEADER MEMBERSTOGETHER W/ (2) #10-16SCREWS @ 16" O.C.

(2) L2" x 2" x 14 GA.x 0'-3 1/2" LONG(50 KSI STEEL)

(4) #10-16 SCREWS@ EACH LEG

(1) CLIP ANGLE EACH SIDE

362T125-54WEB STIFFENER W/(4) #10-16 SCREWS

PLAN VIEW

SEE FRAMING PLANFOR KICKER SIZE

(4) #10-16 SCREWS@ EACH STUD

1/2"

1"

x 1'-2" LONGL2"x2"x14 GA.

(50 KSI STEEL)

(22 GA. MIN.)

(6) #10-16 SCREWSFOR CONNECTION

METAL DECK(N.I.C.)

TO METAL DECK

B.O. SOFFITSEE ARCH.

B.O. HEADEREL. 11'-0" A.F.F.

ALL STUDS ARE362S162-33 @ 16" O.C.(TYPICAL) (U.N.0.)

HEADER:(2) 600S162-68

USE (4) #10-16 SCREWSPER LAP CONNECTION(TYPICAL) (U.N.O.) REFERTO DETAIL 3/S1.1

(2) 362T125-43HEADER:(2) 600S162-68(2) 362T125-43

STUD FRAMING TO BEFASTEND TO HEADERSw/ LIGHT GAGE CLIPANGLES (TYP.)

KICKER TO BOTTOM OF ROOF DECK

1'-6"

B.O. SOFFITSEE ARCH..



RECEPTIONSIDE OFSOFFIT

BUSINESSSIDE OFSOFFIT

362S162-43 KICKER@ 4'-0" O.C.

1'-6"

CLARK DIETRICHCONTOUR TRACK ®

(4) #10-16 SCREWSINTO ROOF DECK

@ EA. STUD

(2) #10-16 SCREWS@ EA. STUD

2S1.1

PROVIDE DOULBE STUDTO FORM BOX COLUMNFOR SOFFIT HEADERATTACHMENT (TYP.)-SEE DETAIL 5/S1.1 & 6/S1.1

1S1.1

EQEQ

11'-1

1/4

"

EQEQ

3'-0

"1'

-6"

1'-1

1"

5'-6 3/4" R

5'-4"

2'-6

" MIN

.

3'-0

" MAX

.

PATE PIPE SEALASSEMBLY PPS-3OR APPROVEDEQUIVALENT

EXISTING ROOFSYSTEM TO BE CUTAS REQ'D FORSATELLITE SUPPORT

NYLON BUSHING

LOW VOLTAGE WIRESBY SATELLITE SUPPLIER

ROOFING CONTRACTORTO FLASH/SEAL TO ROOFMEMBRANE AS REQ'D TOMAINTAIN ROOF WARRANTY

FIELD VERIFY

FIEL

D V

ERIF

Y

1 1/2" GALV. PIPE

STRUT CLAMPS AT TOPAND BOTTOM STRUT

1 5/8" (P1000H3) UNISTRUT CROSS BRACINGTO BE ATTACHED TO TOP AND BOTTOMHORIZONTAL STRUTS WITHNUT/WASHER/BOLT CONNECTION

THREADED ROD CONNECTIONNUT AND WASHERS FOR UNISTRUTTO JOIST CONDITION (TYP. T&B STRUT)

1 5/8" (P1000H3) UNISTRUT FRAMINGTOP AND BOTTOM OF JOIST

UNISTRUT FRAMING TO BE INSTALLEDAT JOIST PANEL POINT NEAREST TOLOCATION INDICATED BY TENANT.FRAMING MAY BE MOVED SLIGHTLY SOTHAT CONN. OF STRUT TO JOIST CANOCCUR AT METAL DECK HIGH FLUTE LOCATION.

STRUT TO JOISTCONNECTION

HORIZ. UNISTRUT

JOIST CHORD

THREADED RODw/ BOLTS AND WASHERS

SEAL CONNECTIONw/ SILICON AND WRAPw/ ELECTRICAL TAPE

2' LG.x1 5/8"x1 1/4" CLEARVINYL TUBING

TEMPORARILY SEAL ENDAS REQ'D TO PREVENTWATER PENETRATION.

SATELLITE CONNECTION TO PIPE

SATELLITE DISH ANDMOUNTING BRACKET BYSATELLITE SUPPLIER

PIPE CAP w/ MOUNTINGBRACKET w/ ADJUSTABLEPITCH AND ROTATION -BYSATELLITE PROVIDER

SEAL AS REQ'D TO PREVENTWATER PENETRATION ATTIME OF SATELLITE INSTALL-BY SATELLITE PROVIDER

B.O. SOFFITSEE ARCH.

B.O. HEADEREL. 11'-0" A.F.F.


HEADER:(2) 600S162-68


(2) 362T125-43HEADER:(2) 600S162-68(2) 362T125-43

STUD FRAMING TO BEFASTEND TO HEADERSw/ LIGHT GAGE CLIPANGLES (TYP.)

KICKER TO BOTTOM OF ROOF DECK

1'-6"

S1.14


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



S1.1

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

SOFFIT FRAMING PLAN &SATELLITE DETAIL

1714200

NOT TO SCALES1.1CEILING SOFFIT SECTION1

NOT TO SCALES1.1CEILING SOFFIT SECTION2

NOT TO SCALES1.1LAP CONNECTIONS3

NOT TO SCALES1.1CONNECTION DETAIL4

NOT TO SCALES1.1POST CONNECTION DETAIL5

NOT TO SCALES1.1HEADER-POST DETAIL6

SCALE: 1/4" = 1'-0"

SOFFIT FRAMING PLAN

NORTH

NOT TO SCALES1.1KICKER/DECK CONN.7

NOT TO SCALES1.1SATELLITE SUPPORT DETAIL8

NOT TO SCALES1.1CEILING SOFFIT SECTION (ALTERNATE)1A

5'-0" A.F.F.

3'-0" A.F.F.

SINGLE CAT6 SHIELDED ETHERNETCABLE W/ RJ-45 JACKS BETWEENCONTROL PANEL AND OWL HUB.SUPPLIED AND INSTALLED BYCONTRACTOR. PROVIDE 1" PVCCONDUIT BETWEEN LOCATIONSWHERE REQUESTED ORREQUIRED BY CODE.

INSTALLATION MUST COMPLYWITH ALL LOCAL PREVAILINGCODES.

OWL HUB SUPPLIED ANDINSTALLED BY HENRY SCHEINDENTAL. LOCATE IN UTILITYROOM CENTRAL TO ALLCONTROLLED EQUIPMENT.

DUAL LOW VOLTAGEMOUNTING BRACKET (LVMB2)(NON-METALLIC) INSTALLED BYCONTRACTOR.

115V OUTLET REQUIRED FOROWL HUB. SEE SHEET E1.1P.

CAT6 CABLING TO CONTROLLEDEQUIPMENT (4-16 PORTSAVAILABLE). 10A LOAD MAX.

OWL TOUCH CONTROL PANELSUPPLIED AND INSTALLED BYHENRY SCHEIN DENTAL.

NOTE: INSTALL OWL TOUCHCONTROL PANEL BEFOREPOWERING UP OWL HUB INUTILITY ROOM.

.

VIOLATOR

210132

..

..

...

....

. .

.. ..

..

....

FLOOR

+60"

OUTLET PROVIDED AND INSTALLED BY CONTRACTOR

46" A

.F.F

.

15"

FINISHED FLOOR

13"

10" A

.F.F

.

NOTE: EXACT LOCATION ANDSINK SIDE MAY VARY. TO BESPOTTED BY SULLIVAN-SCHEINEQUIPMENT REP.

SINK

HEAD CONTROL PROVIDED AND INSTALLED BY SULLIVAN-SCHEIN

2 X 4 STUD WALL

FLOOR

+60"

22/2 STRANDEDSECURITY CL2CONTROL CABLE

COVERPLATE ANDBUTTON

COVER PLATE AND BUTTON SUPPLIED & INSTALLED BYSULLIVAN-SCHEIN: WIRING & J BOX BY ELECTRICIAN

MODEL TRIMMER

115V. 15AMPS. BY ELECTRICIAN

PLASTER TRAP

AUTOCLAVE OUTLETSEPARATE CIRCUIT 20AMP 220V

2" X 4" BOXBYELECTRICIAN

2" X 4" BOXAND WIRE BYELECTRICIAN

(4) 20 awg 300V WIRESCONNECT TO TO X-RAY HEADINSIDE X-RAY ROOM

AIR LINE BYCONTRACTOR

1/2" OUT FROM FINISHEDWALL & 44" FROMFINISHED FLOOR

PROVIDE SHALLOW BODYESCUTCHEON PLATE

TRIM RING & COVER FOR UTILITYCENTER SUPPLIED & INSTALLEDBY SULLIVAN-SCHEIN.

1/2" COPPER AIR LINES TERMINATED WITH1/2" MALE THREAD. INSTALL 1/2" FPTANGLE STOP (VALVE) W/ 3/8"COMPRESSION FITTING. BRASSCRAFT G2CR19X C1/4 TURN ANGLE SUPPLY STOP1/2"X3/8" COMPRESSION-PROVIDED BY P.C.

2 x 4 PLASTER RING W/ 2" CONDUIT INWALL 0R IN THE FLOOR W/ PULL STRING.SEE DETAILS FOR EACH ROOM.-BY ELECTRICAL CONTRATOR

1 1/2" PVC SUCTION LINE REDUCED TO1/2" FEMALE THREAD. SUCTION LINES TOBE RAN FLAT INSIDE WALLS ANDUNDERGROUND WHERE WALLS ARE NOTAVAILABLE TO SUCTION MACHINE INMECH. ROOM. LINES ARE NOT TO RUNUPHILL!!!! ASK ASPEN DENTALCONSTRUCTION FOR DETAILS.-BYPLUMBING CONTRACTOR

QUAD OUTLETHOSPITALGRADE IFCODE REQ.-BY ELECT.CONTR.

AUTOCLAVEPROVIDED &INSTALLED BYSULLIVAN-SCHEIN

ALL DENTAL EQUIPMENTTO BE UL LISTED

HUB OUTLET.

NOT TO SCALE

D-13

MD

AIR VALVENOT TO SCALE

D-9D

MD

X-RAY REMOTE SWITCHNOT TO SCALE

D-9A

MD

X-RAY HEAD CONTROL

NOT TO SCALE

D-14A

MD

AUTOCLAVE OUTLETNOT TO SCALE

D-16

MD

MODEL TRIMMER

NOT TO SCALE

D-3

MD

UTILITY CENTERNOT TO SCALE

D-3A

MD

FLOOR BOX DETAIL

11"

CENTER REMOTESWITCH ON WALLHORIZONTALLY

..

..

...

....

. .

..

...... ..

...

.

PROVIDED BY ASPEN DENTAL & INSTALLED BY CONTRACTOR.

GAS LINE STUBBED OUT OFWALL BY CONTRACTOR. LABTABLE GAS PIPING BYMILLWORK VENDOR.CONTRACTOR TO MAKE FINALCONECTIONS FROM THE WALLTO THE LAB TABLE.

P.C. TO PROVIDE 13/16"DEEP TRIM RING

VALVE SUPPLIED BYASPEN DENTAL &INSTALLEDBY P.C. GAS VALVESDELIVERED W/ SET UPPACKAGE

(EX: NEVIN 207)

3/8" FEMALE PIPE THREAD3/8" OUT FROM FINISHED WALL

NOT TO SCALE

D-13-3

MD

LAB GAS VALVE

NOT TO SCALE

D-32A

MD

RAMVAC "OWL TOUCH" CONT. PANEL

13" X 15" TRIM RING BY CHAIR SUPPLIER. TRIMRING TO MOUNT DIRECTLY ON DRYWALL

FINISHED DRYWALL

SUPPLY & STOP

3/8" RIGID TUBE

3/8"X1/4" FMT COMPRESSIONTRANSITION FITTING

BRASSCRAFT G2CR19X C1/4 TURN ANGLE SUPPLY STOP1/2"X3/8" COMPRESSION

QUICK DISCONNECTFURNISHED BY ASPENDENTAL. INSTALLED BY P.C.DELIVERED W/ SET -UPPACKAGE THESE FITTINGS OCCUR

FOR LAB ONLY

2X4 FORM

2" COMMUNICATIONS CONDUIT0'-11"

0'-11"1/2" COPPER AIR LINES TERMINATED WITH1/2" MALE THREAD. INSTALL 1/2" FPTANGLE STOP (VALVE) W/ 3/8"COMPRESSION FITTING. BRASSCRAFT G2CR19X C1/4 TURN ANGLE SUPPLY STOP1/2"X3/8" COMPRESSION-PROVIDED BY P.C.

1 1/2" PVC SUCTION LINE REDUCED TO 1/2" FEMALE THREAD. SUCTIONLINES TO BE RAN FLAT INSIDE WALLS AND UNDERGROUND WHEREWALLS ARE NOT AVAILABLE TO SUCTION MACHINE IN MECH. ROOM.LINES ARE NOT TO RUN UPHILL!!!! ASK ASPEN DENTAL CONSTRUCTIONFOR DETAILS.-BY PLUMBING CONTRACTOR

QUAD OUTLET HOSPITALGRADE IF CODE REQ. -BYELECT. CONTR.

PIPING FOR MODELTRIMMER BY P.C.

EXISTING SLABTO REMAIN

#5 DIA. x 1'-0"LG. SMOOTHROD @ 24" O.C. DRILLED &EPOXIED INTO EXISTINGSLAB 8"

SUBGRADE: SELECT FILLCOMPACTED TO 95% DRYDENSITY (ASTM D-698),MOISTURE CONDITIONED TO+/- 3% OF OPTIMUMMOISTURE, LESS THAN 15P.I., LIQUID LIMITS LESS THAN35. PERFORM IN 8" LIFTS.

SANITARY SEWER LINE,REFER TO MEP DRAWINGS

GAVEL FILL, NOT TOEXTEND TO WITHIN 12" OFBUILDING PERIMETER

FILTER FABRIC

UTILITY LINES, REFER TOMEP DRAWINGS

VAPOR BARRIER, MATCH EXISTING(6 MIL MIN.) EXISTING VAPORBARRIER TO MAINTAIN MIN. 6"EXPOSED TO ALLOW FOR NEWVAPOR BARRIER OVERLAP ON ALLSIDES. TAPE SEAMS. (TYP.)


NEW CONCRETE SLAB, MATCHEXISTING DEPTH (4" MIN.). REINFORCEw/ BLENDED LENGTH, FIBRILLATEDPOLYPROPYLENE FIBERS AT 1.5 LBS. /CUBIC YARD OR 6x6-W1.4 x W1.4 W.W.F.

REFER TO SHEET A5.0CONCRETE SLAB NOTES FORADDITIONAL INFORMATION

11"

4"


VAPOR BARRIER, MATCHEXISTING (6 MIL MIN.)

FLOOR BOX FORMFRAMING -SEE ABOVE

4"

NEW CONC. FLOOR BOX SLAB, REMOVEEXISTING SLAB BACK 1'-0" FROM AROUNDFLOOR BOX. REINF. SLAB w/ BLENDEDLENGTH, FIBERGLASS POLYPROPYLENEFIBERS AT 1.5 LBS./CUBIC YARDOR 6x6-W1.4xW1.4 W.W.F.

#5 DIA. x 1'-0"LG. SMOOTHDOWEL @ 24" O.C.DRILLED & EPOXIED INTOEXISTING SLAB 8"

NOT TO SCALE

D-17

MD

PLASTER TRAP

F R O N T V I E W

FLEX HOSE

USE THREADEDFITTING HERE

SUPPLIED BY ASPEN& INSTALLED BY P.C.PLASTER TRAPDELIVEREDW/ SET UP PACKAGE

3'-0"

1/8" PER FT.

INSTALL 12" LONG #5 DIA. x 1'-0"LG.SMOOTH ROD @ 24" O.C. DRILLED &INSTALLED THROUGH FORM.

EXISTING SLAB NEW SLAB


SHEET INFORMATION

SHEET DATES

PROJECT INFORMATION

SHEET ISSUE

REVISIONS

PROJECT NUMBER

SHEET NUMBER

COLLABORATION

PROFESSIONAL SEAL



MD

TENAN

T BU

ILD‐OUT FO

R:

ASPE

N DEN

TAL

U.S. ROU

TE 30 & VO

YAGE

R LANE

● JO

LIET, IL 60

435

APR. 3, 2017

MEDICAL EQUIPMENTDETAILS

1714200

NOT TO SCALEMDTRENCH DETAILD-18

NOT TO SCALEMDSLAB LEAVE OUT @ FLOOR DRAIN DETAILD-1

GENERAL ELECTRICAL NOTES SEE ARCHITECTURAL REFLECTED CEILING AND ELEVATION PLANS FOR LOCATION OF ALL

LIGHTING FIXTURES. LOCATE FIXTURES IN ACCORDANCE WITH CEILING AND ELEVATIONPLANS.

ONELINE DIAGRAMS AND RISER DIAGRAMS ARE A DIAGRAMMATIC REPRESENTATION TO AIDTHE CONTRACTOR IN UNDERSTANDING THE FUNCTION AND OPERATION OF THE SYSTEMS.E.C. SHALL REVIEW THE ONELINES, RISERS, AND FLOOR PLANS FOR THE EXACT QUANTITIESAND LOCATION OF ALL EQUIPMENT. E.C. SHALL FURNISH AND INSTALL ALL EQUIPMENTSHOWN ON ANY OR ALL OF THESE DIAGRAMS AND DRAWINGS. DETAILED WIRING DIAGRAMSSHOWING ACTUAL WIRING FOR THE SYSTEMS FURNISHED SHALL BE A PART OF THE SHOPDRAWING SUBMITTAL.

DEVICE LOCATIONS MAY BE DISTORTED FOR CLARITY. LOCATE DEVICES SYMMETRICALLYWITH THE ARCHITECTURAL ELEMENTS.

CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES TO VERIFY SPACES ARECLEAR OF OBSTRUCTIONS. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITION AT ALLPOINTS IN THE BUILDING. WHERE HEADROOM OR SPACE CONDITIONS APPEARINADEQUATE, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THEINSTALLATION.

FURNISH OTHER TRADES ADVANCE INFORMATION ON LOCATIONS AND SIZES OF PIPING,DUCTWORK, EQUIPMENT, FRAMES, BOXES, SLEEVE AND OPENINGS NEEDED FOR WORK.FURNISH INFORMATION AND SHOP DRAWINGS TO PERMIT TRADES AFFECTED TO INSTALLTHEIR WORK PROPERLY AND WITHOUT DELAY.

SEE HVAC AND PLUMBING PLANS FOR LOCATIONS OF HEATING, VENTILATING, AIRCONDITIONING AND PLUMBING EQUIPMENT. DO NOT REFERENCE ELECTRICAL DRAWINGSFOR EXACT LOCATION.

SCHEDULE REQUIRED POWER, TELEPHONE, OR DATA OUTAGES IN OCCUPIED AREAS OFTHE BUILDING WITH THE OWNER. CONTRACTOR SHALL WORK UNTIL SERVICE IS RESTORED.OUTAGE WORK SHALL BE DONE AFTER OR BEFORE NORMAL WORKING HOURS, ONWEEKENDS OR HOLIDAYS.

3 Ø FEEDER SCHEDULES

FEEDER DESIGNATIONCONDUITSIZE(S)

CONDUCTORS & GROUNDINGCONDUCTOR(S) SIZES

FEEDERDESIGNATION

CONDUITSIZE(S)

CONDUCTORS & GROUNDINGCONDUCTOR(S) SIZES

20 - 3G 1/2" (3) #12 & #12 GND 20 - 4G 1/2" (4) #12 & #12 GND

25 - 3G 3/4" (3) #10 & #10 GND 25 - 4G 3/4" (4) #10 & #10 GND

30 - 3G 3/4" (3) #10 & #10 GND 30 - 4G 3/4" (4) #10 & #10 GND

35 - 3G 3/4" (3) #8 & #10 GND 35 - 4G 3/4" (4) #8 & #10 GND

40 - 3G 3/4" (3) #8 & #10 GND 40 - 4G 3/4" (4) #8 & #10 GND

45 - 3G 3/4" (3) #6 & #10 GND 45 - 4G 3/4" (4) #6 & #10 GND

50 - 3G 1" 50 - 4G 1" (4) #6 & #10 GND

60 - 3G 1" (3) #4 & #8 GND 60 - 4G 1-1/4" (4) #4 & #8 GND

70 - 3G 1" (3) #4 & #8 GND 70 - 4G 1-1/4" (4) #4 & #8 GND

80 - 3G 1" (3) #3 & #8 GND 80 - 4G 1-1/4" (4) #3 & #8 GND

90 - 3G 1-1/4" (3) #2 & #8 GND 90 - 4G 1-1/4" (4) #2 & #8 GND

100 - 3G 1-1/4" (3) #2 & #8 GND 1-1/4" (4) #2 & #8 GND

110 - 3G 1-1/4" (3) #1 & #6 GND 110 - 4G 1-1/2" (4) #1 & #6 GND

125 - 3G 1-1/4" (3) #1 & #6 GND 1-1/2" (4) #1 & #6 GND

200 - 3G 2" (3) #3/0 & #2 GND 200 - 4G 2" (4) #3/0 & #2 GND

225 - 3G 2" (3) #4/0 & #2 GND 225 - 4G 2-1/2" (4) #4/0 & #2 GND

400 - 3G 3" (3) 500 kcmil & #1/0 GND 400 - 4G 3-1/2" (4) 500 kcmil & #1/0 GND

NOTE: Ground Conductor Size May Be Reduced Based On Overcurrent And/Or Ground Fault Protection Equipment (NEC 250)

NOTE: Conductor Sizes Listed Above Are For Copper.

BRANCH CIRCUIT FEEDER SCHEDULE

15A/1P OR 15A/2P (2) #12 #12 1/2"20A/1P OR 20A/2P (2) #12 #12 1/2"15A/3P OR 20A/3P (3) #12 #12 1/2"25A/1P OR 25A/2P (2) #10 #10 3/4"30A/1P OR 30A/2P (2) #10 #10 3/4"25A/3P OR 30A/3P (3) #10 #10 3/4"35A/1P OR 35A/2P (2) # 8 #10 3/4"40A/1P OR 40A/2P (2) # 8 #10 3/4"35A/3P OR 40A/3P (3) #8 #10 3/4"45A/1P OR 45A/2P (2) #6 #10 1"45A/3P OR 50A/3P (3) #6 #10 1"50A/1P OR 50A/2P (2) #6 #10 1"60A/1P OR 60A/2P (2) #4 #8 1"

60A/3P (3) #4 #8 1 1/4"70A/3P OR 80A/3P (3) #4 #8 1 1/4"

90A/3P (3) #3 #8 1 1/4"100A/3P OR 110A/3P (3) #2 #6 1 1/2"

125A/3P (3) #1 #6 1 1/2"- PROVIDE BRANCH CIRCUIT FEEDERS AS NOTED ABOVE, UNLESSNOTED OTHERWISE.

ONELINE DIAGRAM NO SCALE

ONELINE LEGEND = EXISTING TO REMAIN = NEW = DEMOLISHED

NOTE:APPROXIMATE SERVICEFEEDER DISTANCE IS 30'

M

NEW "A"208/120V3Ø,4W

EXISTING SERVICE TAP BOXBY LANDLORD

EXISTING METERSOCKET PER UTILITYREQUIREMENTS

EXISTING 400A FRAME, E.CTO PROVIDE 225A FUSEDSERVICE MAINDISCONNECT.

225-4G IN EXISTING CONDUIT

SHEET DATES

ISSUE DATE

REVISIONS

E0.1LEGEND, GENERALSCHEDULES & ONELINE

APR. 3, 2017


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA

LU.S. ROUTE 30 & VOYAGER LANE ● JOLIET, IL 60435

SS

WIRING DEVICES

DUPLEX RECEPTACLE SURFACE MOUNTEDFLR = FLOOR MOUNTEDCLG = CEILING/SOFFIT MOUNTED

DUPLEX RECEPTACLE. MOUNT IN CABINET BEHINDMICROWAVE, FIELD VERIFY HEIGHT

COMBINATION FLOOR OUTLET/BLANK JUNCTIONBOX - WIREMOLD - RESOURCE RFB/SERIES OREQUIVALENT, 1" C STUB INTO ACCESSIBLE SPACE

DUPLEX RECEPTACLE MOUNT VERTICALLY 6"ABOVE BACKSPLASH TO CENTER. IF NOBACKSPLASH MOUNT 6" ABOVE COUNTER

BLANK BOX 4" EXTRA DEEP BOX, SINGLE GANGRING, BLANKPLATE, 1" C STUB INTO ACCESSIBLESPACE, MOUNT 18" AFF TO CENTER

JUNCTION BOX

SPECIAL OUTLET

POWER RECEPTACLE.MOUNT 18" AFF TO CENTER

SINGLE POLE SWITCH.MOUNT 46" AFF TO CENTER, 3 = 3 WAY, 4 = 4 WAY,P = PILOT, D = DIMMER, K = KEYEDDUAL LEVEL SWITCH.MOUNT 46" AFF TO CENTER SEE DETAIL

DUPLEX RECEPTACLE. MOUNT 18" AFF TO CENTER

DOUBLE DUPLEX RECEPTACLE.MOUNT 18" AFF TO CENTER

ABOVE COUNTER BLANK BOX, 4" EXTRA DEEP BOX,SINGLE GANG RING, BLANKPLATE, 1"C STUBBEDINTO ACCESSIBLE SPACE, MOUNT 6" ABOVEBACKSPLASH TO CENTER

SWITCH BOTTOM HALF OF RECEPTACLE, TOPHALF UNSWITCHED

LOW VOLTAGE SWITCH.MOUNT 46" AFF TO CENTER

S

MISCELLANEOUS

CONDUIT STUB THROUGH WALL BUSHED EACHEND

CONDUIT WITH BUSHING ON END.

PUSHBUTTON, PROVIDE JUNCTION BOX ANDCONDUIT, MOUNT AT SWITCH HEIGHT

COMMUNICATION

TV

X

CEILING MOUNTED SPEAKER

TELEVISION OUTLET MOUNT 18" AFF TO CENTERCOMBINATION TELEPHONE/DATA, 1" C STUB INTOACCESSIBLE SPACE, MOUNT 18" AFF TO CENTER

TELEPHONE OUTLET, 1" C. STUB INTO ACCESSIBLESPACE, MOUNT 18" AFF TO CENTERW = WALL MOUNT 52" AFF TO CENTERDATA OUTLET, 1" C STUB INTO ACCESSIBLESPACE, MOUNT 18" AFF TO CENTERX = NUMBER OF DATA DROPS PER BOX

PC

LIGHTING

OCCUPANCY SENSOR

WALL MOUNTED OCCUPANCY SENSOR WITHSWITCH

DOUBLE HEAD POLE MOUNTED FIXTURE

SINGLE HEAD POLE MOUNTED FIXTURE

RECESSED, SURFACE, OR PENDANT MOUNTEDLIGHT FIXTURE

RECESSED, SURFACE MOUNTED, OR CHAIN HUNGLIGHT FIXTURE EXIT LIGHT

RECESSED EMERGENCY LIGHT

PHOTO CONTROL

EXTERIOR WALL MOUNTED OR INTEROR WALLWASH FIXTURE

EMERGENCY LIGHT MOUNT 11'-0" AFF TO TOP OR8" BELOW CEILING, WHICHEVER IS LOWER

WALL MOUNTED LIGHT FIXTURE.MOUNT 7'-0" AFF OR 8" ABOVE MIRROR

DUAL LEVEL/CIRCUIT OCCUPANCY SENSOR WITHSWITCH

ABBREVIATIONS

AC

AFF

AFG

BZ

DISC

DW

EC

ELEV

EM

ETR

EWC

FF

FPC

GC

GDSP

GFI

HC

IMP

LCP

NL

NTS

OC

PC

PNL

REF

UC

3R

WT

MOTORS / MOTOR CONTROL / EQUIPMENT

MSDISCONNECT FURNISHED BY ECF = FUSIBLE

MOTOR CONNECTION

COMBINATION STARTER

MANUAL STARTER

NON-COMBINATION STARTER

FS

TS

FACP

FAAF

ARL

ARM

ARS

FIRE ALARM / LIFE SAFETY

S

H

S

E

M

S

D

Co

S SB

ELEVATOR SMOKE DETECTOR

SPRINKLER FLOW SWITCH

MAGNETIC DOOR HOLDER

SMOKE DETECTOR

HEAT DETECTOR

STROBE. MOUNT 84" AFF TO TOP OR 6" BELOWCEILING WHICHEVER IS LOWER

HORN/STROBE. MOUNT 84" AFF TO TOP OR 6"BELOW CEILING WHICHEVER IS LOWER

PULL STATION. MOUNT 46" AFF TO CENTER

DUCT SMOKE DETECTOR

SPRINKLER TAMPER SWITCH

AREA OF REFUGE MASTER PANEL

AREA OF REFUGE LIGHTING

AREA OF REFUGE STATION

SPRINKLER BELLSPEAKER/STROBE. MOUNT 84" AFF TO TOP OR 6"BELOW CEILNG WHICHEVER IS LOWER

SPEAKER. CEILING MOUNTEDW = WALL MOUNTED

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

CARBON MONOXIDE DETECTOR

HORN (SOUNDER). MOUNT 84" AFF TO TOP OR 6"BELOW CEILING WHICHEVER IS LOWER

SMOKE DETECTOR WITH SOUNDER BASE

N

P

NURSE CALL DOME LIGHT

GROUND ROD

EXO-THERMIC WELD CONNECTION

NURSE CALL PULL CORD

FIRE - 1 HOUR FIRE - 3 HOUR

FIRE - 2 HOUR FIRE - 4 HOUR

SYM.

NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. ALL MOUNTING HEIGHTS ARE TYPICAL UNLESS OTHERWISE NOTED.

IDENTIFICATIONIDENTIFICATIONSYM.

S

E

J

LEGEND

SHARED ELECTRICAL HOMERUN WHEN WIRE TAGHAS (*) ASTERISK PRECEDING PANEL-CIRCUIT INFO

ELECTRICAL HOMERUN, CIRCUIT AS SHOWN

*PNL-X

ITEMS AND/OR DEVICES CIRCUITED TOGETHER

ITEMS AND/OR DEVICES CIRCUITED TOGETHER,BUT SWITCHED SEPARATELY

S

WALL MOUNTED SPEAKER

MOTOR CONNECTION REQUIRING REMOTESTARTER/VFD

PENDANT FIXTURE

MW

SIMPLEX RECEPTACLE. MOUNT 18" AFF TO CENTER

V LOCAL VOLUME CONTROL

SURFACE MOUNTED RACEWAY

EQUIPMENT CONNECTION

RECESSED PANELBOARD

SURFACE MOUNTED PANELBOARD

ELM ELEVATOR LANDING MASTER PANEL

ELS ELEVATOR LANDING STATION

ABOVE COUNTER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

BUG ZAPPER

DISCONNECT

DISHWASHER

ELECTRICAL CONTRACTOR

ELEVATION

EMERGENCY

EXISTING TO REMAIN

ELECTRIC WATER COOLER

FOOT FOAMER

FIRE PROTECTION CONTRACTOR

GENERAL CONTRACTOR/CONSTRUCTION MANAGER

GARBAGE DISPOSAL

GROUND FAULT CIRCUIT INTERRUPTER

HVAC CONTRACTOR

INSULATED METAL PANEL

LIGHTING CONTROL PANEL

NIGHT LIGHT

NOT TO SCALE

ON CENTER

PLUMBING CONTRACTOR

PANELBOARD

REFRIGERATOR

UNDER COUNTER

TRANSFORMER

WATER TIGHT

4X

XFMR

FIRE RATED WALLS

DETAIL OR SECTION NUMBERSHEET NUMBER

IG ISOLATED GROUND

NEMA 3R

NEMA 4X

PANELVoltage:Phase:Wire:A.I.C.:Mount:Bus Type:

1357911131517192123252729313335373941434547495153555759616365676971737577798183

DESCRIPTIONLIGHTSLIGHTSLIGHTSMISCMISCRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPRECEPMOTORRECEPRECEPRECEPRECEP

RECEPMOTORMOTORMOTORMOTORMOTORMOTORMOTORMOTORMOTOR

(1) CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT PRIOR TO ORDERING EQUIPMENT- G SUFFIX DENOTES GFI TYPE BREAKER

"A"208/120V3422,000(1)SURFACECOPPER

EXITS / NIGHT LIGHTSCARE AREAS & LABSOFFICES, PUBLIC SPACES, AND B.O.HBATHROOM FANS, CIRC PUMPCONTACTOR CIRCUITLAB / LAB DAMPERLABLAB LAB LABLABLAB LAB LAB LAB LAB LAB REFLABLABLABTREATMENT #2TREATMENT #1MANAGER / DOCTOR OFFICEHAND DRYERBUSINESS OFFICEBUSINESS OFFICEBUSINESS OFFICEBUSINESS OFFICESPARESPARESPARESPAREROOFTOPRTAC-1

RTAC-2

RTAC-3

TOTAL VA PER PHASETOTAL CONNECTEDTOTAL DIVERSIFIED

AMPS:M.L.O.:Main Breaker:Main Breaker Size:Sub Feed Lugs:Sub Feed Lug Size:Ground Bus:

BKR20/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/3/3/3

30/3/3/3

30/3/3/3

A930

960

1080

1080

900

1800

1800

2080

1920

720

0

3563

3963

4013

2480974.662.3

B

1184

1580

1360

1260

180

2340

1800

1920

1560

0

0

3313

3963

3773

24233KVAKVA

C

1795

1260

1080

1260

1260

1360

1880

2200

720

0

1610

3313

4013

377325524207.1172.9

BKR20/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/120/1

20/1G20/120/120/120/120/120/120/120/120/120/2/2

20/2/2

20/2/2

30/2/2

30/2/2

AMPERESAMPERES

DESCRIPTIONRECEPRECEPRECEPRECEPRECEPRECEPRECEPMOTORRECEPRECEPRECEPRECEPRECEP

RECEPRECEPRECEPRECEPRECEPRECEPRECEPMISCRECEPMISCMISCMISC

MISCMISCRECEPRECEPRECEPRECEPMOTORMOTORMOTORMOTOR

225AYESNO-NO-YES

MECH ROOMMECH ROOMPHONE BOARDBREAK ROOMBREAK ROOM MWBREAK ROOM REFHALLWAY / WOMEN'SHAND DRYERINT. WAITING, CONSULT.RECEPTION / MEN'STREATMENT #6TREATMENT #6STERILIZATIONSPARETREATMENT #5TREATMENT #5TREATMENT # 3TREATMENT #4PASS-THROUGH X-RAYTREATMENT #7INTRA-ORAL CPUINTRA-ORAL X-RAYBOTTLE FILLERSIGNAGESIGNAGESIGNAGESPARESPARESPARESPARESPARESPAREWH-1

PANORAMIC XRAY

STERILIZER

VACUUM SYSTEM

AIR COMPRESSOR

24681012141618202224262830323436384042444648505254565860626466687072747678808284


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


EXPANDINGPOLYURETHANEFOAM

SILICONE CAULK(TYP. BOTH SIDES)

SEAL AROUNDCONDUCTORS WITHCOMPOUND

EXTERIOR BASEMENTWALL BELOW GRADE

PVC SLEEVE IFWALL IS NEW,CORE DRILL IFWALL IS EXISTING

RIGID STEELELBOW.

CONDUIT PERSPECIFICATIONS

RIGID STEELELBOW.


1/2" ARMAFLEX CLOSEDCELL INSULATION

1"


NOTE:- SEE SPECIFICATIONS FOR CONDUIT MATERIAL BEYOND COUPLINGS.- SEE SPECIFICATIONS FOR INTERIOR WALL AND FLOOR PENETRATION REQUIREMENTS.

5' MIN.

MIN

. 2'-0

"

SEAL AROUNDCONDUCTORS WITHCOMPOUND

NO SCALE

CONDUIT PENETRATION DETAILS

SLAB

FLOOR SLAB ON GRADE

NEOPRENEBOOT

CUT HOLE IN ROOF

ROOFING

ADJUSTABLE CLAMP

AS REQUIRED

ROOF

CONDUIT

PIPE SEAL - CENTEROVER HOLE IN ROOF

FLASHING(BY ROOFER)

NOTE:- COORDINATE ALL ROOF PENETRATIONS WITH ROOFINGCONTRACTOR.

RIGIDINSULATION

EXTERIORWALL ABOVE GRADE

SILICONE CAULK(TYP. BOTH SIDES)

EXPANDINGPOLYURETHANEFOAM


FINISHEDGRADE

J-BOX OR DEEP BACK LBW/GASKETED COVER

CONDUIT PER SPECIFICATIONSWITH STAINLESS STEELMOUNTING HARDWARE

GRADE

CONDUIT BODYOR J-BOX.

RIGID STEEL CONDUIT


SHEET DATES

ISSUE DATE

REVISIONS

E0.2SPECIFICATIONS

APR. 3, 2017

ELECTRICAL SPECIFICATIONS

I. GENERAL REQUIREMENTS

A. IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS OFTHE BEST QUALITY WITH THE BEST POSSIBLE APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED ORREPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OFMATERIALS AND WORKMANSHIP.

B. ENTIRE INSTALLATION SHALL BE PREPARED IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETEDSYSTEMS SHALL BE FULLY OPERATIONAL. ACCEPTANCE BY OWNER SHALL BE A CONDITION OF THE CONTRACT.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES OR DISPUTESAMONG RESPECTIVE TRADES.

C. ELECTRICAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE PLANS (ARCHITECTURAL, MEP,EQUIPMENT SUPPLIER DRAWINGS, LANDLORD DRAWINGS, ETC.) AND SHALL VERIFY EXISTING CONDITIONS ATTHE SITE.

D. THE ELECTRICAL CONTRACTOR'S CONTRACT SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: WIRING,CONDUIT, PANELBOARDS, TRANSFORMERS, SWITCHES, RECEPTACLES, TIME CLOCK, JUNCTION BOXES ANDLABOR.

E. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL ITEMS NECESSARY TO COMPLETE THISPROJECT AS DRAWN.

F. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND WIRING INACCEPTANCE WITH THE LANDLORD'S DESIGN CRITERIA.

II. BASIC ELECTRICAL REQUIREMENTS

A. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS FOR TEMPORARY LIGHTING AND POWER WITHGENERAL CONTRACTOR AND INCLUDE IN HIS SCOPE OF WORK WHEN DIRECTED BY G.C. INSTALL INACCORDANCE WITH ALL CODE AND OSHA REQUIREMENTS FOR CONSTRUCTION PROJECTS.

B. SHOP DRAWINGS:1. INCLUDE OUTLINE AND GENERAL ARRANGEMENT DRAWINGS, DATA SHEETS AND WIRING DIAGRAMS.2. MARK GENERAL CATALOG SHEETS AND DRAWINGS TO INDICATE SPECIFIC ITEMS SUBMITTED, AND THE TOP

OF THE PAGE AS TO WHAT ITEM THE SHEET COVERS. INCLUDE PROPER IDENTIFICATION OF EQUIPMENT BYMANUFACTURER'S NAME AND MODEL NUMBER, AND NOTATION OF ALL OPTIONS.

3. SYSTEM WIRING RISER DIAGRAMS SHALL INDICATE ALL COMPONENTS SHOWN ON THE FLOOR PLANS, TYPEAND TERMINATION POINT OF CABLE TO EACH COMPONENT.

C. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALLDEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION.

D. COMPLY WITH THE REQUIREMENTS OF NFPA; NATIONAL, STATE AND LOCAL ELECTRICAL CODES AND LOCALUTILITY REGULATIONS.

E. MATERIAL SHALL BEAR U.L. AND/OR OTHER APPROVED AGENCY LISTING.F. COORDINATE INSTALLATION OF ELECTRICAL WORK WITH THE OTHER CONTRACTORS TO AVOID CONFLICTS WITH

OTHER WORK.G. INSTALL MOTOR STARTERS/VFDS FURNISHED BY HEATING AND PLUMBING CONTRACTORS, AND WIRE FROM THE

POWER SOURCE TO THE STARTER/VFD AND FROM THE STARTER/VFD TO THE MOTOR. SEE HVAC AND PLUMBINGDRAWINGS FOR ADDITIONAL INFORMATION.

H. VERIFY ELECTRICAL SIZE AND CONNECTION REQUIREMENTS FOR EQUIPMENT FURNISHED BY OTHERS.I. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR ELECTRICAL WORK INSTALLATION UNLESS THIS WORK IS

IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. COREDRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE.

J. PROJECT COMPLETION1. CLEAN FIXTURES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL

CLEAN-UP.2. MARK RECORD DRAWINGS ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL REVISIONS.

K. LOCATION1. THE ARCHITECT SHALL RESERVE THE RIGHT TO MAKE OUTLET POSITION CHANGES UP TO 10' BEFORE

INSTALLATION.2. DO NOT LOCATE OUTLETS OR EQUIPMENT WHERE THE USEFULNESS AND/OR OPERATION WILL BE AFFECTED

BY THE WORK OF OTHER TRADES, DOOR SWING, COUNTER, EQUIPMENT, ETC.L. ACCESS

1. INSTALL EQUIPMENT, JUNCTION BOXES, PULL BOXES AND ACCESSORIES TO PERMIT ACCESS WITHOUTRELOCATING INSTALLED OR YET TO BE INSTALLED EQUIPMENT.

2. ACCESS PANELSa) FURNISH ACCESS PANELS OF ADEQUATE SIZE TO PERMIT SERVICE OF CONCEALED DEVICES. PANELS

SHALL BE SUITABLE FOR INSTALLATION IN THE MATERIAL FORMING THE FINISHED SURFACE, WITH FLUSHMETAL FRAME, FLUSH HINGED STEEL DOOR, FLUSH SCREWDRIVER OPERATED LATCH.

b) PANELS UL LISTED TO CONFORM TO THE FIRE RATING OF THE SURFACE INSTALLED IN.c) TURN ACCESS PANEL OVER TO CONTRACTOR SKILLED IN THE CONSTRUCTION OF THE SURFACES

INVOLVED FOR INSTALLATION.d) ARCHITECT TO APPROVE ACCESS PANEL LOCATION PRIOR TO INSTALLATION OF EQUIPMENT REQUIRING

ACCESS.e) COORDINATE WITH THE OTHER CONTRACTORS AND WHEREVER PRACTICAL, GROUP DEVICES IN SUCH A

MANNER SO AS TO MINIMIZE PANELS.M. ELECTRICAL CONTRACTOR TO PROVIDE PULL WIRE IN EMPTY CONDUIT FOR TELEPHONE OR AS REQUIRED BY

LOCAL PHONE COMPANY.N. ALL NEW MATERIALS, WORKMANSHIP AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM

ACCEPTANCE.O. ALL WIRING SHALL BE IN CONDUIT AS REQUIRED BY LOCAL CODE AND SHALL BE CONCEALED WHERE POSSIBLE.

WHERE EXPOSED, RUN IN STRAIGHT LINES PARALLEL AND/ OR PERPENDICULAR TO BUILDING LINES.

P. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED TO COMPETE THE WORK.

Q. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS BUT SHALL CONTACT THE OWNER'SREPRESENTATIVE REGARDING ANY DIMENSIONAL DATA REQUIRED AND SHALL VERIFY EXACT LOCATION ANDMOUNTING HEIGHTS OF ALL FIXTURES, NOT SPECIFIED ON DRAWINGS OR DETAILS WITH OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.

R. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES, LAMPS, AND REPLACEMENT WORK THATIS NOT INDICATED ON THE DRAWINGS UNLESS OTHERWISE NOTED. ALL SUCH INSTALLATION AND HOOK-UPS AREBY ELECTRICAL CONTRACTOR.

S. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL OR REMOVE AND REPLACE AS NECESSARY ALLDAMAGED LIGHT FIXTURE LENSES, LOUVERS, BAFFLES, HOUSINGS, ETC. RECEIVED ON JOB IN DAMAGED ORDEFECTIVE CONDITION WITH REPLACEMENT UNITS.

T. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUIT "LOCK-ON" CLIPS AND INSTALL SAME ON THE FOLLOWINGCIRCUITS: WATER HEATER, NIGHT / EMERGENCY LIGHTING, PHONE, AND COMPUTERS.

U. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOADS ACROSS ALL PHASES AND SHALL PROVIDE A CIRCUITDIRECTORY WITH TYPED CIRCUIT DESIGNATION CARD UNDER PLASTIC COVER ON THE INSIDE OF EACH PANELDOOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL NAMEPLATES ON ALL DISCONNECTSWITCHES AND PANELS. ALL NEW ELECTRICAL MATERIALS, PRODUCTS AND EQUIPMENT (INCLUDING ALLCOMPONENTS THEREOF) SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND MEET THE APPROPRIATEASTM, NEC AND NEMA STANDARDS.

V. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A TEMPORARY LIGHTING AND POWER SYSTEM FORTHE WORK OF ALL TRADES DURING CONSTRUCTION, AND SHALL REMOVE THE SAME PRIOR TO THE COMPLETIONOF THE PROJECT.

W. TENANT'S ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE TEMPORARY POWER WITH GROUNDFAULT PROTECTION FOR ALL POWER EQUIPMENT USED IN THE PREMISES, AND SHALL REMOVE THE SAME PRIORTO THE COMPLETION OF THE PROJECT.

III. UTILITIES

A. UTILITY COST BY OWNER.B. ELECTRIC UTILITIES

1. EXISTING ELECTRICAL SERVICEC. TELEPHONE UTILITIES

1. EXISTING TELEPHONE SERVICED. CABLE TELEVISION UTILITY

1. EXISTING CABLE TELEVISION SERVICE

IV. FINISH AND PAINTING

A. E.C. SHALL PROVIDE A FACTORY OR FIELD APPLIED PRIME AND FINISH COAT OF COLOR SELECTED BY THEOWNER'S REPRESENTATIVE TO ALL ROOF MOUNTED EQUIPMENT AND OTHER EXTERIOR MATERIALS, INCLUDINGSUPPORT HARDWARE.

B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. E.C. SHALLPAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING.

C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION,REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER.

D. WHERE THE ELECTRICAL CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCEWITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION.

E. E.C. SHALL PROVIDE FINISH/PAINT WHERE SPECIFIED ELSEWHERE.

V. SUPPORTS

A. CONDUIT HANGERS, ATTACHMENTS, AND SUPPORTS1. PROVIDE PROPER FITTINGS AND SUPPORT SUITABLE FOR AMBIENT/ENVIRONMENTAL CONDITIONS AND

SERVICE DUTY.2. ATTACH TO STRUCTURAL COMPONENTS TO NOT JEOPARDIZE STRUCTURAL INTEGRITY.3. PROVIDE ANGLES, CHANNELS, AND BEAMS AS REQUIRED.

B. BACKBOARDS1. 3/4" PLYWOOD PAINTED ON BOTH SIDES AND EDGES WITH TWO COATS OF WHITE ENAMEL PAINT TO MOUNT

EQUIPMENT WHERE SHOWN.2. SUPPORT WITH PAINTED OR GALVANIZED STEEL CHANNEL.

C. CONCRETE PADS AND POLE BASES1. PROVIDE FINAL INTERIOR EQUIPMENT CONCRETE PAD SIZE REQUIREMENTS TO CONCRETE CONTRACTOR.

PADS SHALL EXTEND MINIMUM 2" BEYOND EQUIPMENT FOOTPRINT.2. PROVIDE CONCRETE FOR EXTERIOR LIGHT POLE BASES AND EXTERIOR TRANSFORMER PADS PER DETAILS

AND UTILITY REQUIREMENTS. FOR PADS WHICH UTILITY DOES NOT HAVE REINFORCING REQUIREMENTS,REINFORCING SHALL BE 6X6-W2.9XW2.9.

D. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL BLOCKING, CHAINS, HANGERS, ETC. ASNECESSARY TO SUPPORT LIGHTING SYSTEMS.

VI. PENETRATIONS

A. SLEEVES

1. FURNISH RIGID CONDUIT SLEEVES FOR CONDUITS AND CABLES PASSING THROUGH MASONRY, CONCRETE,OR OTHER SIMILAR CONSTRUCTION.

2. EXTEND SLEEVES COMPLETELY THROUGH THE CONSTRUCTION. EXTEND 1" ABOVE FLOORS. EXTEND 3"ABOVE THE FLOOR IN MECHANICAL ROOMS AND OTHER AREAS WHERE WATER MAY ACCUMULATE.

3. SLEEVES FOR CONDUITS 4" AND SMALLER: TWO SIZES LARGER THAN CONDUIT.4. SLEEVES FOR CONDUITS LARGER THAN 4": ONE SIZE LARGER THAN CONDUIT.5. FURNISH SLEEVE TO MASON FOR NEW MASONRY WALLS.6. FURNISH, INSTALL, AND GROUT SLEEVE IN EXISTING MASONRY AND NEW CONCRETE WALLS.7. SLEEVE NOT REQUIRED FOR DRYWALL WALLS OR CORE DRILLED HOLE IN CONCRETE WALL.

B. NON-FIRE RATED INTERIOR WALL AND FLOOR PENETRATIONS: FILL VOID BETWEEN CONDUIT AND SLEEVE,CONCRETE, OR DRYWALL WITH MINERAL WOOL. CAULK BETWEEN CONDUIT AND SLEEVE OR WALL WITHNON-HARDENING CAULK.

C. FIRE RATED INTERIOR WALL AND FLOOR PENETRATIONS: SEAL OPENING AROUND PIPE WITH A UL APPROVEDFIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEINGPENETRATED.

D. SMOKE WALL PENETRATIONS: CONDUITS OR CABLES PENETRATING PENETRATION SHALL NOT DESTROY THEBARRIER'S INTEGRITY.

E. ONLY U.L. APPROVED CUT-OUTS WILL BE PERMITTED IN DEMISING AND OTHER FIRE RATED PARTITIONS FORELECTRICAL CIRCUITS / SWITCHES AND FOR ALL UTILITY PENETRATIONS.

VII.IDENTIFICATION

A. ENGRAVED LABELS: ENGRAVED 3-LAYER PHENOLIC LABEL WITH BLACK LETTERS ON WHITE MATERIAL, UNLESSOTHER COLORS ARE CALLED OUT ON THE DRAWINGS OR DETAILS. LABELS MINIMUM 3/4" HIGH AND 3" LONG.LABELS MAY BE ATTACHED WITH DOUBLE BACKED ADHESIVE TAPE UNLESS INDICATED OTHERWISE. LABELSREQUIRED AT:1. PANELBOARDS:

a) MOUNT IDENTIFICATION LABEL AT THE TOP OF THE FRONT COVER. MOUNT ON THE INSIDE OF DOOR FORRECESSED PANELBOARDS.

b) "FED FROM" LABEL.2. DISCONNECT: LABEL EQUIPMENT THAT IT SERVES.

B. PROVIDE TYPEWRITTEN DIRECTORY ACCURATELY INDICATING ROOMS AND/OR EQUIPMENT BEING SERVED ATTHE FOLLOWING LOCATIONS:1. PANELBOARDS

C. EQUIPMENT IDENTIFICATION: IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED BAKELITE NAMEPLATEOR IMPRESSED, PLASTIC STRIP.

VIII. CONDUIT

A. CONDUIT: ALL CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. ALL CONDUIT UNDERGROUND OR INCONCRETE SLAB SHALL BE RIGID CONDUIT. ALL OTHER CONDUIT MAY BE ELECTRICAL METALLIC TUBING (EMT).ALL CONDUITS SHALL BE RUN PARALLEL WITH AND AT RIGHT ANGLES TO THE BUILDING CONSTRUCTION ANDSHALL BE LEVEL.

B. RMC1. ALLOWED FOR ALL SIZES INSIDE ABOVE GRADE.2. REQUIRED WHERE CALLED OUT ON PLANS.3. REQUIRED FOR ALL SIZES OF OUTDOOR ABOVE GRADE CONDUIT.4. GALVANIZED RIGID STEEL WITH GALVANIZED RIGID STEEL FITTINGS, THREADED WATERTIGHT.

C. EMT1. ALLOWED FOR INSIDE ABOVE GRADE CONDUIT 2" AND SMALLER. MINIMUM SIZE 1/2".2. STEEL SET SCREW OR COMPRESSION TYPE FITTINGS WITH INSULATED THROAT.3. CAST METAL SET SCREW FITTINGS NOT ALLOWED.

D. FLEXIBLE1. MINIMUM SIZE 1/2".2. MAXIMUM LENGTH 36" FOR CONNECTION TO HVAC EQUIPMENT3. MAXIMUM LENGTH 72" FOR CONNECTION TO FIXTURES IN TILE CEILINGS.4. STEEL FITTINGS WITH INSULATED THROAT, UL LISTED.

E. INSTALLATION1. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF CONDUIT. THE DRAWINGS ARE

DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONALOFFSETS AS REQUIRED FOR FIELD CONDITIONS. ROUTE CONDUIT IN ORDERLY MANNER, PARALLEL TOBUILDING STRUCTURE. CONCEAL CONDUIT IN FINISHED AREAS.

2. INSTALL UL APPROVED EXPANSION FITTINGS COMPLETE WITH GROUNDING JUMPERS WHERE CONDUITSCROSS BUILDINGS EXPANSION JOINTS AND IN LONG CONDUIT RUNS WHERE DIFFERENTIAL EXPANSION ORCONTRACTION WOULD CAUSE BENDING OR SEPARATION.

3. INSTALL CONDUIT WITH ADEQUATE DRAINAGE.4. WHEN REQUIRED BY STATE AND LOCAL CODES AND ORDINANCES, PROVIDE SEPARATE CONDUIT/RACEWAY

FOR FIRE ALARM, EMERGENCY STAND-BY, REQUIRED STAND-BY, TELECOMMUNICATION SYSTEMS.

5. ROUTE CONDUIT ABOVE LAY-IN SUSPENDED CEILINGS SO AS NOT TO INTERFERE WITH TILE REMOVAL.

6. INSTALL FLEXIBLE STEEL CONDUIT DROPS FROM INDEPENDENT JUNCTION BOX MOUNTED ABOVE CEILING TORECESSED LIGHT FIXTURES.

7. SECURE CONDUITS WITH AT LEAST ONE CORROSION PROOF MALLEABLE ALLOY STRAP OR HANGER EVERY 8FT. DO NOT USE PERFORATED STRAPPING.

8. PROVIDE UL LISTED FIRE-WALL PENETRATIONS WHEN CONDUIT PASS THROUGH A FIRE RATED WALL.

IX. WIRE

A. TYPE AND SIZE1. NO. 10 & 12: SOLID OR STRANDED COPPER, 600V, THHN/THWN.2. NO. 8 TO 250 KCMIL: STRANDED COPPER, 600V, THHN/THWN.3. MINIMUM BRANCH CIRCUIT WIRE SIZE NO. 12.4. CONTROL WIRING: STRANDED COPPER, MINIMUM NO. 12.5. GREEN INSULATION, COPPER STRANDED EQUIPMENT GROUND.6. TYPE MC AND AC CABLE SHALL NOT BE USED. ALL WIRING SHALL BE INSTALLED IN CONDUIT.

B. NEUTRALS AND GROUNDS SHALL BE COLOR CODED PER NEC.C. WIRE COLORS

1. 120/208-VOLT AND 120/240-VOLT SYSTEM: PHASE-A (BLACK), PHASE-B (RED), PHASE-C (BLUE).

D. TWO PERCENT VOLTAGE DROP AT PANELBOARDS AND THREE PERCENT FOR BRANCH CIRCUITS FOR FIVEPERCENT VOLTAGE DROP PER NEC.

E. PROVIDE GROUNDING CONDUCTOR(S) WITH EVERY BRANCH CIRCUIT AND EVERY FEEDER.F. PROVIDE A SEPARATE GROUNDING CONDUCTOR AND SEPARATE NEUTRAL CONDUCTOR FOR EVERY

RECEPTACLE BRANCH CIRCUIT.G. PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH LIGHTING BRANCH CIRCUIT THAT SERVES HID AND

ELECTRONIC FLUORESCENT BALLASTS OR PROVIDE A NEUTRAL CONDUCTOR ONE SIZE LARGER THEN THELARGEST SOURCE CONDUCTOR WHEN THE NEUTRAL IS SHARED.

X. BOXES

A. FLUSH INTERIOR 4" SQUARE STEEL BOXES WITH RAISED COVERS AND SQUARE CUT CORNERS. PROVIDE BOXESRATED FOR THROUGH FEED.

B. JUNCTION AND SPLICE BOXES SHALL HAVE GALVANIZED SCREW COVERS AND BE NOT LESS THAN CODEDIMENSIONS. THROUGH-WALL AND BACK-TO-BACK BOXES NOT ALLOWED.

C. OUTLET AND JUNCTION BOXES USED AS SURFACE METAL RACEWAY SHALL BE MANUFACTURED BY THESURFACE METAL RACEWAY MANUFACTURER TO BE COMPATIBLE WITH THE RACEWAY USED.

D. VERIFY LOCATION PRIOR TO ROUGH-IN. MATCH THE HEIGHT OF EXISTING DEVICES FOR INSTALLATIONS INADDITIONS TO EXISTING FACILITIES.

XI. DEVICES

A. ALL DEVICES SHALL BE LIGHT ALMOND IN COLOR.B. RECEPTACLES

1. ALL CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED 18" A.F.F. UNLESS OTHERWISE NOTED ONPLANS. ALL OUTLETS SHALL BE FLUSH MOUNTED.

2. GROUND FAULT INTERRUPTER RECEPTACLES SHALL BE AS FOLLOWS:a) FOR INTERIOR APPLICATIONS: INSTALL GFI RECEPTACLE DESIGN TO TRIP AT 5MA IN 1/30TH OF A SECOND

RATED AT 115VAC / 20A BY PASS AND SEYMOUR OR EQUAL.

b) FOR EXTERIOR APPLICATION: INSTALL GFI RECEPTACLES AS DESIGNED FOR TRIP AND RATING ABOVE.RECEPTACLES SHALL BE MOUNTED IN A BOX RATED NEMA 3R WITH COVER PLATE AS MANUFACTUREDNYLON UNLESS NOTED OTHERWISE. MOUNTED AT 48" A.F.F.

3. NO CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED ON CERAMIC TILE OR A MIRRORED SURFACEUNLESS SPECIFICALLY REQUIRED BY CITY CODE.

C. OUTLET BOXES: BOXES SHALL BE PRESSED STEEL KNOCKOUT TYPE, CAST IRON WITH DRILLED, TAPPED ANDPLUGGED HOES, OR PVC. CAST IRON BOXES SHALL BE HOT DIPPED GALVANIZED OR SHERARDIZED. ALL BOXESSHALL BE OF PROPER CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH ORTERMINATING THEREIN.

D. LIGHT SWITCH BOXES: ENCLOSURE BOXES TO SERVE FOR VARIOUS LIGHT CONTROL SWITCHES (PER PLANS)AND MEET SAME CRITERIA AS FOR OUTLET BOXES. ALL BOXES SHALL (AS A MINIMUM STANDARD) BE RATED FORTHE VOLTAGE AND AMPERAGE OF THE CIRCUIT BEING SWITCHED AND / OR TO MEET LOCAL CODES ANDORDINANCES.

E. LIGHT SWITCHES1. GENERAL USE SNAP SWITCHES AS INDICATED ON PLANS ARE AS MANUFACTURED BY LEVITON , PASS AND

SEYMOUR OR EQUAL AND SHALL BE RATED AT 20A/125 VAC. THE SWITCH FACE SHALL BE OF ALMOND HIGH-IMPACT NYLON WITH A BRUSHED STAINLESS COVERPLATE UNLESS NOTED OTHERWISE. MOUNT AT 48" A.F.F.

2. SNAP SWITCHES USED TO CONTROL OUTLETS / RECEPTACLES SHALL BE OF THE HEAVY-DUTY TYPE RATED ATTHE VOLTAGE / AMPERAGE INDICATED IN PLANS AND DIAGRAMS AND SHALL BE FURTHER QUALIFIED TOCONTROL MOTOR LOADS UP TO 2.0 HORSEPOWER, UNLESS OTHERWISE NOTED. SWITCHES AND COVERPLATES SHALL BE PASS AND SEYMOUR OR EQUAL.

F. ALL SWITCH AND OUTLET COVER PLATES TO BE BRUSHED STAINLESS STEEL.G. BLANK, TELEVISION AND TELEPHONE OUTLETS: 4" SQUARE EXTRA DEEP BOX, SINGLE GANG RING AND BLANK

COVER PLATE. PROVIDE CONDUIT FROM EACH BOX INTO AN ACCESSIBLE SPACE. TERMINATE CONDUIT WITHINSULATED CONNECTORS ON BOTH ENDS.

XIII. ENCLOSED DISCONNECT SWITCHES

A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70,ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FORINTENDED USE.

B. NONFUSIBLE SWITCH: TYPE GD WITH LOCKABLE HANDLE.C. FUSIBLE SWITCH: TYPE HD WITH CLIPS TO ACCOMMODATE FUSES. HANDLE LOCKABLE IN OPEN AND CLOSED

POSITION. HANDLE INTERLOCKED WITH COVER IN CLOSED POSITION WITH INTERLOCK BYPASS.

D. ENCLOSURES: NEMA AB 1 AND NEMA KS 1 TO MEET ENVIRONMENTAL CONDITIONS OF INSTALLED LOCATION.

1. OUTDOOR LOCATIONS: NEMA 250 TYPE 3R.2. KITCHEN AREAS: NEMA 250 TYPE 4X, STAINLESS STEEL.3. OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250 TYPE 4.4. HAZARDOUS AREAS INDICATED ON DRAWINGS: NEMA 250 TYPE 7C

E. MANUFACTURER'S STANDARD PRIME-COAT FINISH READY FOR FIELD PAINTING.F. LABEL EACH ENCLOSURE WITH ENGRAVED METAL OR LAMINATED-PLASTIC NAMEPLATE MOUNTED WITH

CORROSION-RESISTANT SCREWS.G. INSTALL EQUIPMENT GROUNDING CONNECTIONS FOR SWITCHES AND CIRCUIT BREAKERS WITH GROUND

CONTINUITY TO MAIN ELECTRICAL GROUND BUS.H. DEMONSTRATE PRODUCT CAPABILITY AND COMPLIANCE WITH REQUIREMENTS AFTER INSTALLATION AND AFTER

ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED.1. PERFORM VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST. CERTIFY COMPLIANCE WITH TEST

PARAMETERS.2. CORRECT MALFUNCTIONING UNITS, ON-SITE WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE.

XIV. PANELBOARDS

A. MANUFACTURER: CUTLER HAMMER, GENERAL ELECTRIC, ITE - SIEMENS, SQUARE DB. CABINET

1. NEMA 1 CABINET, CODE GAUGE STEEL CONSISTING OF A BOX WITH A REMOVABLE FRONT WITH HINGED DOORAND LATCH.

2. FABRICATE WITH STRAIGHT EDGES AND SQUARE CORNERS.3. BOXES SHALL BE MINIMUM 20" WIDE.4. MANUFACTURER'S STANDARD FINISH, PRIME COAT AND BAKED ENAMEL FINISH.

C. PROVIDE A NAMEPLATE LISTING OF THE PANEL TYPE AND NUMBER OF PROTECTIVE AND SWITCHING DEVICESAND RATINGS.

D. BUS BARS FOR THE MAINS SHALL BE COPPER SIZED IN ACCORDANCE WITH UL STANDARDS. INCLUDE FULL SIZENEUTRAL BARS UNLESS OTHERWISE NOTED. PROVIDE GROUND BUS.

E. NEUTRAL BUSSING SHALL HAVE ONE LUG FOR EVERY BRANCH CIRCUIT THAT THE PANELBOARD IS CAPABLE OFSUPPORTING.

F. BUS SPACES FOR FUTURE SWITCHING AND PROTECTIVE DEVICES FOR THE MAXIMUM DEVICES AND SWITCHESTHAT THE PANELBOARD CAN ACCOMMODATE.

G. CIRCUIT BREAKERS:1. UNLESS INDICATED OTHERWISE, CIRCUIT BREAKERS SHALL BE BOLT-ON, INDIVIDUALLY REPLACEABLE,

THERMAL-MAGNETIC, AUTOMATIC FREE TRIPPING, SEPARATELY INDICATING "ON", "TRIPPED", AND "OFF",AMBIENT COMPENSATED AT 40 DEGREES C., SINGLE, DOUBLE, OR TRIPLE POLE, AS REQUIRED BY THE PANELSCHEDULES.

2. CIRCUIT BREAKERS INDICATED AS MULTIPLE POLE SHALL BE COMMON TRIP.3. SHUNT TRIP BREAKERS SHALL HAVE INTEGRAL RELAYS.

H.MANUFACTURERS: HUBBELL, MYTECH, NOVITAS AND UNENCO, THE WATT STOPPER.1. CEILING SENSOR:

a) HUBBELL OMNI-DT.b) LONG THROW FOR CORRIDORS OR OTHER LONG THROW SPACES: HUBBELL OMNI-US 2000.

2. WALL SENSOR:c) SINGLE LEVEL WALL SWITCH: HUBBELL LH-MT SERIESd) DUAL LEVEL/CIRCUIT WALL SWITCH: HUBBELL LHMTD.e) SINGLE STALL BATHROOM WALL SENSOR: HUBBELL LH-MT RATED FOR 1/6HP.

3. POWER PACK: HUBBELL CPS-24 (SLAVE SL-20A).I. DUAL TECHNOLOGY CONTROL

4. DOPPLER SHIFTS IN TRANSMITTED ULTRASOUND.5. PASSIVE INFRARED HEAT CHANGES.

J. CONTROL STRATEGIES6. MOTION FROM BOTH TECHNOLOGIES MUST BE SENSED BEFORE TURNING LIGHTING ON.7. DETECTION BY EITHER TECHNOLOGY WILL HOLD LIGHTING ON FOR THE SET TIME PERIOD.8. RETRIGGER TIME DELAY: ONLY ONE MOTION IS NECESSARY TO TURN ON THE LIGHTS WITHIN 5

SECONDS AFTER TURNING OFF.K. SENSORS

9. SENSORS SHALL BE SIZED FOR THE ROOM THEY SERVE BY MANUFACTURER'S VENDER OR COVER1,500 SQUARE FEET WITH STANDARD LENS AND UP TO 90 LINEAR FEET WITH LONG RANGE LENS FORWALKING MOTION WHEN MOUNTED AT A CEILING HEIGHT OF 12 FEET.

10. INDEPENDENT SENSITIVITY ADJUSTMENTS AND LED DISPLAY FOR EACH SENSING TECHNOLOGY.11. SINGLE POLE, DOUBLE THROW ISOLATED RELAY WITH NORMALLY OPEN, NORMALLY CLOSED,

AND COMMON OUTPUTS RATED AT 1 AMP FOR 24 VDC AND 1/2 AMP AT 120 VDC. THE ISOLATED RELAYIS FOR USE WITH HVAC CONTROL, DATA LOGGING, AND OTHER CONTROL OPTIONS.

12. TWO OUTPUTS: ONE OUTPUT IS BASED ON OCCUPANCY ONLY AND THE OTHER IS BASED ONOCCUPANCY WITH A HOLD OFF AND AN INTERNAL PHOTOCELL SETTING WHEN A MINIMUM LIGHTLEVEL IS PRESENT - ADJUSTABLE FROM 2.5 TO 430 FOOT-CANDLES.

13. POWER SUPPLY: UL LISTED POWER PACK THAT CONSISTS OF A TRANSFORMER AND CONTACTCLOSURE RELAY IN ONE PACKAGE.

14. SENSOR SHALL HAVE STANDARD 5 YEAR WARRANTY AND BE UL LISTED.L. ULTRASONIC SENSING

15. VOLUMETRIC IN COVERAGE.16. CIRCUIT SHALL BE SOLID STATE CONTROLLED WITH ADVANCED SIGNAL PROCESSING AND

CRYSTAL ACCURACY.17. ULTRASONIC FREQUENCY: 40 KHZ + .006%.18. ULTRASONIC RECEIVERS: TEMPERATURE AND HUMIDITY RESISTANT WITH LESS THAN A 6 DB

SHIFT IN THE HUMIDITY RANGE OF 10% TO 90% AND LESS THAN A 6 DB SHIFT IN THE TEMPERATURERANGE OF -20 TO 60 DEGREES C.

M.INFRARED SENSING19. UTILIZE A TEMPERATURE COMPENSATED DUAL ELEMENT SENSOR AND A MULTI-ELEMENT

FRESNEL LENS. UP TO 10 DIFFERENT PASSIVE INFRARED PATTERNS SHALL BE AVAILABLE BY LENSSELECTION.

20. DETECTION SHALL BE MAINTAINED WHEN A PERSON OF AVERAGE SIZE AND WEIGHT MOVESWITHIN A MAXIMUM DISTANCE OF 12" EITHER IN A HORIZONTAL OR VERTICAL MANNER AT THEAPPROXIMATE SPEED OF 12" PER SECOND.

21. DAYLIGHT FILTER WHICH ENSURES THAT THE SENSOR IS INSENSITIVE TO SHORT-WAVELENGTHINFRARED WAVES SUCH AS THOSE EMITTED BY THE SUN.

22. FRESNEL LENS SHALL BE A POLY IR 4 BASED MATERIAL.23. LENS SHALL HAVE GROOVES FACING IN TO AVOID DUST AND RESIDUE BUILD UP.24. PROVIDE MFR STANDARD LENS SUITABLE FOR APPLICATION.

N.E.C. SHALL INCLUDE TIME IN HIS BID TO WORK WITH THE OWNER AND MANUFACTURER TO DETERMINETHE PROPER TIME AND SENSOR SETTING FOR EACH OF THE MOTION SWITCHES FOR THE TYPE OFSPACE IN WHICH THEY OPERATE. INCLUDE TIME IN BID TO HAVE THE MANUFACTURER'SREPRESENTATIVE ON SITE AND REVIEW THE JOB TO DETERMINE WHAT THE EXPECTED EQUIPMENTSETTINGS SHOULD BE.

XII.OCCUPANCY SENSORS

EM1EM1

A A A A

A

A

A

A A

A

A A

A A

A

A

EM1

D

S D

B

EM1

EM1

A

A

A

S

D

E

XER2

E

XE

R2

A

A

A

AA

A

A

SD

EM1

A A

B

B

S

D

S S81

SD

SD

SD

A

A A

A

A AA

A A

D(TYP.)

A A

XE

E A

A

S DA

A A A

A A

D

A

B A

B

B

A

B

B

B

BBD

M

EXE

(TYP.)

D

AA

AA

A

EXE

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106

INTRA-ORALX-RAY

105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107

S

D

LIGHTING PLAN NOTES:

FIXTURE SHADING INDICATES THAT FIXTURE SHALL BE ON NIGHT LIGHT CIRCUIT.

COORDINATE LIGHTING LAYOUT WITH ARCHITECT'S REFLECTED CEILING PLAN ANDADJUST LAYOUT ACCORDINGLY.

E.C. SHALL PROVIDE ALL APPURTENCES AND ACCESSORIES INCLUDING, BUT NOT LIMITEDTO, PHOTOCELLS, CONTACTORS, SWITCHES, HANGERS, ETC., IN ORDER TO PROVIDE ACOMPLETE AND OPERABLE SYSTEM.

COORDINATE FIXTURE LOCATIONS AND MOUNTING ASSEMBLIES WITH OTHER TRADESAND TYPE OF CONSTRUCTION TO ENSURE ADEQUATE MOUNTING.

ALL TYPE "XE" AND "EM1" EMERGENCY LIGHTS WILL BE PROVIDED WITH 90 MINUTEBATTERY BACK-UP. BATTERY CHARGER TO BE CIRCUITED TO UNSWITCHED LEG OFLOCAL LIGHT CIRCUIT.

ALL WALL MOUNTED EMERGENCY LIGHTS TO BE 8'-0" AFF.

LIGHTING PLAN KEYED NOTES:1. SEE INTERIOR LIGHTING CONTROL DETAIL FOR SWITCHING SCHEMES.

2. CIRCUIT NIGHT LIGHT UNSWITCHED TO CIRCUIT A1-1.

3. PROVIDE SWITCH BANK AT 48" A.F.F.

4. PROVIDE 0-10V SLIDE DIMMER WITH ON/OFF SWITCH, COOPER WIRING DEVICE SF10P-LAOR DF10P-C2 AS AN ALTERNATE. TYPICAL ALL DIMMERS CONTROLLING "A" FIXTURES. SEE0-10V DIMMER WIRING DIAGRAM.

5. WIRE REMOTE EXTERIOR EGRESS EMERGENCY HEADS FROM EXIT LIGHT BATTERY ASSHOWN, IF EXTERIOR EGRESS EMERGENCY LIGHTING IS NOT ALREADY EXISTING.

6. MOUNT BOTTOM OF FIXTURE AT 7'-0" A.F.F

7. EXIT LIGHT IS UNIVERSAL SINGLE FACE OR DOUBLEFACE. PROVIDE EXIT AS DOUBLEFACE.

8. LIGHT HOUSING FOR "B" FIXTURE TO BE PROVIDED BY EC. HOUSING TO BE COOPERH750T .

9. PROVIDE SLIDE DIMMER WITH ON/OFF SWITCH, COOPER WIRING DEVICE SAL06P-LA OREQUIVALENT BY LUTRON OR LEVITON. TYPICAL ALL DIMMERS CONTROLLING "B"FIXTURES.

COORDINATE LOCATION OF ALLEXPOSED CONDUIT WITH OWNERPRIOR TO INSTALLATION.


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


FLOOR PLAN - LIGHTING SCALE: 1/4" = 1'-0"

INTERIOR LIGHTINGCONTROL DETAIL NO SCALE

OFFICES, PUBLICSPACES, & B.O.H(A-5)

CARE AREAS &LABS

(A-3)

LOCAL SWITCHES FORDAYTIME CONTROL. SEE PLANFOR QUANTITY. (TYP.)

NOTE:LIGHT FIXTURES IN ALL ROOMS SHALLULTIMATELY BE CONTROLLED BY THE MAIN SWITCHAS SHOWN, HOWEVER, LOCAL SWITCHES SHALL BEUTILIZED FOR DAYTIME CONTROLS.

BRANCHCIRCUIT(S)

SQUARE D CLASS 8903 LXF40V02 OREQUIVALENT CONTACTOR IN NEMA 1ENCLOSURE. LOCATED ABOVECEILING NEAR ELECTRICAL PANEL.

SEE PLAN FORFEEDER SIZE TOLIGHTS. (TYP.)

HALLWAY LIGHTS(A-5)

BATHROOMFANS,CIRCPUMP (A-7)

04' 4' 8'

BLACK

WHITE

HOT

NEUTRAL

LOAD

GREEN OR BARE

BK

YLGY

VT

LINE120V AC - 60HZ

NOTE: WIRING DIAGRAM IS BASED ON COOPERSF10P 0-10V DIMMER.

SHEET DATES

ISSUE DATE

REVISIONS

E1.1LFLOOR PLAN - LIGHTING

APR. 3, 2017

SEE PLAN FORFEEDER SIZE TOLIGHTS. (TYP.)

BRANCHCIRCUIT(S)

SQUARE D CLASS 8903 LXF40V02 OREQUIVALENT CONTACTOR IN NEMA 1ENCLOSURE

EXTERIOR LIGHTINGCONTROL DETAIL NO SCALE

A-50(BUILDINGSIGNAGE)

(3) #12



(SPARE)

PC

MOMENTARY TOGGLESWITCH PROVIDE LABEL"MASTER SWITCH"

DEDICATED 120V CONTROLCIRCUIT FROM NEARESTAVAILABLE PANELBOARD

NO SCALE

0-10V DIMMER WIRING DIAGRAMW/ NON SWITCHED RECEPT.

LIGHT FIXTURE SCHEDULE

TYPE

A

B

S81

XER2

EM1

- COORDINATE FIXTURE LOCATIONS, CEILING COMPATIBILITY AND TRIM TYPE WITH ARCHITECT'S REFLECTED CEILING GRID. MAKE ADJUSTMENTS TO LAYOUT AS REQUIRED.REMARKS:OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED.(1) PROVIDE CADDY T-GRID BOX HANGER AND 4 " BOX FOR MOUNTING. VERIFY STEM LENGTH TO MOUNT BOTTOM OF FIXTURE AT 7'-0" AFF.(2) ALL MOUNTING STEMS SUPPLIED BY OWNER.(3) LIGHT HOUSING FOR "B" FIXTURE TO BE PROVIDED BY EC. HOUSING TO BE COOPER H750T .

NOTE:ALL LIGHT FIXTURES LISTED ON THE SCHEDULE ABOVE WILL BE FURNISHED BY OWNER AND INSTALLED BY E.C. E.C. SHALL PROVIDE ALL NECESSARY MOUNTING ACCESSORIES, HARDWARE HANGARS, SWITCHES, ETC THAT ARE NOT SUPPLIED WITH FIXTURE/DEVICE UNLESS OTHERWISE NOTED IN THE ABOVE SCHEDULE.

DESCRIPTIONLAY-IN TROFFERS2X2 LED LAY-IN TROFFER

DOWNLIGHTSLED DOWNLIGHT

STRIPLIGHTLINEAR LED STRIPLIGHT

EMERGENCY/EXIT COMBO SINGLE/DOUBLE FACE EXIT W/EM HEADSEXTERIOR TWINHEAD REMOTE EMERGENCY LAMPSWALL / CEILING BATTERY EMERGENCY LIGHT

VOLT.

120V

120V

120V

120V120V120V

LAMPQTY.

-

-

-

---

TYPE

LED

LED

LED

W/FIXTUREW/FIXTUREW/FIXTURE

MANUFACTURER / CATALOG NO.

METALUX / 22EN-LD1-34-UNV-L840-CD1-U

HALO / H750T-ML5609840-692SC

METALUX / 8TSNLED-LD4-75SL-LN-UNV-L850-CD1-U / SCF-36-B

EVENLITE / TCUCOM-2x0.5-G-U-WEVENLITE / TCXWP2EVENLITE / TCL-2-W

REMARKS

OFCI

OFCI(3)

OFCI (1)(2)

OFCIOFCIOFCI

"A"

MECHANICALROOM

116

24"

24"

72" TV

72"

18"

18"

18"

18"

J46"

GFI/46"

18"18"

18"

18"

18"

18"

18"

18"

18"

18"

J46"

GFI/46"

GFI/46"46"

MICROWAVE OUTLET:E.C. TO PROVIDE CIRCUIT ANDCONNECT TO OUTLET ONCEMILLWORK IS INSTALLED.

CEF-1

CEF-2

J60"

60"J

J

J 18"18"

18" 18"

60"J

J

T

60"

60"

CEF-4WH-1

50"

50"

54"

18"

18"

GFI

/46"

CEF-3

18"

18"

18"46"

46"

18"GFI/46"

GFI

/46"

18"

J 54"

GFI/46"

RTAC-1

WP/GFI(ON ROOF)

1'-6

"

1'-6

"

46"

J

TV60"60"

46"

46"

46"46"

J

J

18"

GFI/46"

S

18"

18"

18"24"

2'-0

" 72"TV

72"

40"

18"

FLR

E2.04

GFI/46"(SIM.)

JJ 28"

J 50"

GFI

/50"

GFI

/46"

CENTER

20"

FLR

GFI/46"J 50"

GFI

/50"

JJ 28"

GFI

/46"

GFI/20"

20"

CENTER

E2.04

(SIM.)

E2.03

FLR

GFI/50"J J 20"J

50"

GFI/20"

GFI/46"

GFI/46"

FLR

GFI/46"J 50"

GFI

/50"

J J 28"GFI/46"

GFI/20"

20"

CENTER

E2.04

(SIM.)

E2.03

FLR

GFI/50"JJ20"J

50"

GFI/20"

GFI/46"

GFI/46"

E2.03

FLR

GFI/50"J J 20"J

50"

GFI/20"

GFI/46"

GFI/46"

18"

18"

FLR

E2.04

GFI/46"(SIM.)

JJ 28"

J 50"

GFI

/50"

GFI

/46"

CENTER

20"

GFI

/60"

38"

18"

18"

46"

46" 46"

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106

INTRA-ORALX-RAY

105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107

18"

POWER PLAN NOTES: ALL CONDUITS STUBBED OUT OF BUILDING SHALL BE DONE PER CONDUIT PENETRATION

DETAIL/SHEET E0.2

ALL RECEPTACLES LOCATED IN TOILET ROOMS, WITHIN 6'-0" OF SINKS OR SERVINGCOUNTERTOPS SHALL BE GFCI TYPE.

COORDINATE ALL RECEPTACLE, DATA AND TELEPHONE PORT LOCATIONS WITHFURNITURE LAYOUT AND OWNER'S FURNITURE SUPPLIER PRIOR TO ROUGH-IN.

COORDINATE THE VOLTAGE, AMPERAGE, PHASE, CONNECTION TYPE, ROUGH-INLOCATION, ETC. OF ALL EQUIPMENT WITH THE CONTRACTOR INSTALLING THEEQUIPMENT.

FIRE ALARM SYSTEM INSTALLATION AND WIRING SHALL BE PER NFPA REGULATIONS ANDLOCAL FIRE DISTRICT REQUIREMENTS.

REFER TO ASPEN DENTAL MANAGEMENT, INC. UNDERGROUND LAYOUT DRAWING FOREXACT LOCATION(S) OF ALL UNDERGROUND UTILITIES.

ALL WIRING IN PATIENT CARE AREAS SHALL COMPLY WITH NEC ARTICLE 517.

POWER PLAN KEYED NOTES:1. REVERSE ACTING THERMOSTAT (HONEYWELL T651) TURN ON FAN AND CLOSE

MECHANICAL ROOM MOTOR OPERATED DAMPER ON A RISE IN SPACE TEMPERATUREABOVE SET POINT. THERMOSTAT FURNISHED BY HEATING CONTRACTOR REFER TOSHEET H1.1. CONDUIT AND WIRING PROVIDED BY E.C.

2. PROVIDE TWO (2) 120V, 1Ø, 20 AMP DOUBLE DUPLEX RECEPTACLES AT 50" A.F.F. ATLOCATIONS INDICATED FOR EQUIPMENT IN TELEPHONE CABINET. LOCATE RECEPTACLESAS TIGHT TOGETHER AS POSSIBLE.

3. NEW ELECTRICAL SERVICE PER ONELINE DIAGRAM. PROVIDE NEW CIRCUIT BREAKERSAS SHOWN IN PANEL SCHEDULES AND PER SPECIFICATIONS..

4. ROUTE CIRCUIT THROUGH CONTACTOR. SEE DETAIL ON E1.1L. PROVIDE OVERRIDESWITCH IN MECH. ROOM ADJACENT TO PUMP FOR SERVICE.

5. FURNISH AND INSTALL 208V, 2-POLE, 30 AMP NEMA 1 FUSED DISCONNECT FOR VACUUMSYSTEM. PROVIDE WITH FRN8 FUSES. SEE DETAIL #5/SHEET E2.0.

6. PROVIDE 2'-0" x 4'-0" x 3/4" "AB" GRADE PLYWOOD TELEPHONE BACKBOARD FORTELEPHONE EQUIPMENT. SEE TELECOM GROUNDING DETAIL FOR MORE INFORMATION.

7. FURNISH AND INSTALL JUNCTION BOXES FOR PASS-THROUGH X-RAY CONTROL WIRING.SEE DETAIL #6/SHEET E2.0 & #9/SHEET E2.0.

8. FURNISH AND INSTALL AND MAKE FINAL CONNECTIONS TO OWNER SIGNAGE. PROVIDEJUNCTION BOX(ES) AND ASSOCIATED 120V, 1Ø, 20 AMP CIRCUIT FOR SIGNAGE. FIELDVERIFY EXACT ROUGH-IN LOCATION. PROVIDE TIME CLOCK FOR CONTROL. SEEEXTERIOR LIGHTING CONTROL DETAIL SHEET E1.1L. COORDINATE WITH OWNER /LANDLORD.

9. PROVIDE 120V, 1Ø, 20 AMP QUAD RECEPTACLE FOR X-RAY COMPUTER AND CONTROLS,SEE DETAIL #08/ SHEET A5.0.

10. BOTTLE FILLING STATION. SEE DETAIL #7/SHEET E2.0 FOR MORE INFORMATION.

11. SEE DETAIL "D-3A" ON ARCHITECTURAL SHEET "MD" FOR ROUGH-IN REQUIREMENTS.

12. NOT USED.

13. RECEPTACLES AND J-BOXES TO BE NO LESS THAN 4" AND NO MORE THAN 18" OFFCORNER.

14. ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRIC HAND DRYER JUNCTION BOX ANDASSOCIATED 120V, 1Ø, 20 AMP CIRCUIT. TOP OF CONTROLS AND AIR DISCHARGE TO BE AMAXIMUM OF 48" A.F.F. DRYER SHALL BE EQUIVALENT TO SURFACE MOUNTED HANDDRYER EXCEL DRYER, INC. XLERATOR MODEL #XL-BW SUPPLIED AND INSTALLED BY G.C.

15. FURNISH AND INSTALL DUPLEX RECEPTACLE AND PLASTER RING WITH PULL STRING TOABOVE CEILING AT HEIGHT SHOWN ON PLANS FOR PLASMA TV.

16. PROVIDE 208V, 2-POLE, 20 AMP CIRCUIT AND RECEPTACLE TO SERVE STERILIZER (NEMA6-20P).

17. 2" CONDUIT BELOW FINISHED GRADE. USE UNDERGROUND LAYOUT DRAWING SHEET U1.1FOR EXACT CONDUIT LOCATION.

18. INSTALL JUNCTION BOX OR PLASTER RING 18" A.F.F. WITH 2" CONDUIT RUN TO ABOVECEILING. REFER TO DETAIL #1/SHEET E2.0.

19. PROVIDE 220V, 20 AMP RECEPTACLE TO SERVE X-RAY EQUIPMENT. ELECTRICALCONTRACTOR TO SUPPLY MALE END. COORDINATE RECEPTACLE AND CONNECTIONREQUIREMENTS WITH EQUIPMENT PROVIDER (NEMA 6-20R). LEAVE MALE END TAPED TOOUTLET. REFER TO DETAIL #1/SHEET E2.0.

20. LOCATE RECEPTACLE AND DATA OUTLET WITHIN DIMENSIONS SHOWN.

21. FURNISH AND INSTALL 208V, 1Ø, 20 AMP, NEMA 1 DISCONNECT FOR WATER HEATERABOVE CEILING. PROVIDE ELECTRICAL CONNECTIONS TO WATER HEATER INACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATEMOUNTING LOCATION WITH EQUIPMENT IN ROOM.

22. ELECTRICAL CONTRACTOR SHALL FLUSH MOUNT NON-METALLIC LOW VOLTAGE RING AT60" A.F.F. TO CENTERLINE. ROUTE CAT 6 WIRE FROM LOW VOLTAGE RING LOCATION TOEQUIPMENT ROOM AND COIL 24" ON EACH END WITH MALE CONNECTOR BOTH ENDS(TYP.). SEE DETAIL #D32A/ SHEET MD. CONTROL PANEL PROVIDED BY EQUIPMENTSUPPLIER.

23. FURNISH AND INSTALL CIRCUIT AND CONTROL WIRING. SEE DETAIL #2/SHEET E2.0.

24. PROVIDE JUNCTION BOX AND CONTROL WIRES. SEE DETAIL #D-9A/ SHEET MD.

25. PROVIDE JUNCTION BOX FOR X-RAY CONTROL BOX ASSEMBLY. SEE DETAIL #D-9D/ SHEETMD.

26. PROVIDE 208V, 2-POLE, 30 AMP FUSED DISCONNECT TO SERVE AIR COMPRESSOR. SEEDETAIL #5/SHEET E2.0.

27. FANS ARE TO BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR ANDWIRED BY THE ELECTRICAL CONTRACTOR. SEE FAN SCHEDULE FOR ADDITIONALINFORMATION.

28. ROUTE CIRCUIT THROUGH CONTACTOR. SEE DETAIL ON E1.1L.

29. PROVIDE CONNECTION TO MOTOR OPERATED DAMPER WITH 120V, 2 POSITION, SPRINGRETURN, NORMALLY OPEN DAMPER PROVIDED BY H.C. ACTUATOR WIRED TO WALLSWITCH BY E.C TO CLOSE DAMPER WHEN SWITCH IS "ON".

30. RECEPTACLES AND J-BOXES TO BE NO LESS THAN 4" AND NO MORE THAN 10" OFFCORNER.

31. PROVIDE DATA OUTLET 10" BELOW CEILING FOR WIFI. VERIFY EXACT LOCATIONS WITHOWNER PRIOR TO ROUGH IN.


ALL RECEPTACLES SHALL BEINSTALLED WITH THE GROUNDPIN UP.

TYPICAL RECEPTACLEINSTALLATION DETAIL NO SCALE

ALL MOUNTING HEIGHTSARE TO CENTER OF DEVICEBOXES.


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


FLOOR PLAN - POWER SCALE: 1/4" = 1'-0"

04' 4' 8'

SHEET DATES

ISSUE DATE

REVISIONS

E1.1PFLOOR PLAN - POWER

APR. 3, 2017

ROOM LIGHT SWITCHES ASSHOWN ON FLOOR PLANS.

TO ROOM LIGHTFIXTURES.

POWER PAK. MOUNT NEXT TO LIGHTFIXTURE OUTLET BOX OR ATPANELBOARD IF CEILING SPACE IS NOTACCESSIBLE.

SLAVE PAK IF MORE THANONE CONTROLLED CIRCUIT.

LIGHTINGCIRCUIT

3 CONDUCTOR CABLE. PROVIDEPLENUM RATED IN RETURN AIRPLENUM SPACES.(TYP.)

CEILING MOUNTEDMOTION SENSOR

TO ADDITIONALSENSORS IN SAMEROOM WHEREREQUIRED.

MOTION SENSOR DETAILNO SCALE

HOT NEUTRAL

+18"+18"

+24"

+18"

+18" +18"

+72"+18"

+18"

+18"

+24"

+18"

+72"

APPROXIMATE LOCATIONOF ROOF PENETRATIONFOR SATELLITE CABLES.

PHONECABINET.

+46"

+46"

+46"

U.C.IN FLOOR

+20" +50"

E2.04

U.C.IN FLOOR

+20" +50"

E2.04

+60"

U.C. INFLOOR

+20"

E2.03

U.C.IN FLOOR

+20" +50"

E2.04

U.C.IN FLOOR

+20" +50"

E2.04

U.C. INFLOOR

+20"

E2.03

U.C. INFLOOR

+20"

E2.03

MOUNT 10"BELOW CEILING

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106INTRA-ORAL

X-RAY105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107

MOUNT 10"BELOW CEILING

LOW VOLTAGE PLAN NOTES: ALL DATA CABLE SHALL BE CAT5E.

ALL COAXIAL CABLE TO BE RG6 (QUAD SHIELDED).

ALL DATA CABLES AND COAXIAL CABLES ARE TO BE HOME RUN TO PHONE CABINETLOCATED IN THE (BREAK ROOM) UNLESS OTHERWISE NOTED.

ALL CABLES SHALL BE CLEARLY LABELED AT BOTH ENDS.

ALL RACEWAYS (CONDUITS, PULL STRINGS, WOOD CHASES) ARE FURNISHED ANDINSTALLED BY THE ELECTRICAL CONTRACTOR OR MILLWORK CONTRACTOR.

ALL DATA AND COAXIAL CABLES SHALL HAVE MINIMUM 10' SERVICE COIL ABOVECEILING, 2' MINIMUM COILED IN UTILITY BOX, AND 20' COILED AT PHONE CABINET.

LOW VOLTAGE PLAN KEYED NOTES:1. ONE (1) DATA CABLE BETWEEN PANORAMIC X-RAY UNIT TO JUNCTION BOX IN DIGITAL

ALCOVE IN ADDITION TO TWO (2) DATA CABLES TO TELEPHONE CABINET.

2. PROVIDE ONE (1) 6FT RAPID RUN CABLE FROM COMPUTER TO MONITOR.

3. ONE (1) RAPID RUN CABLE BETWEEN UTILITY CENTER AND COMPUTER WORK STATION.INSTALL UNDERGROUND IN 2" CONDUIT. CONDUIT FURNISHED AND INSTALLED BYELECTRICAL CONTRACTOR. SEE DETAIL #4/ SHEET E2.0.

4. FOUR (4) COAX CABLES BETWEEN PHONE CABINET AND SATELLITE DISH. ALL ROOFPENETRATIONS ARE BY GENERAL CONTRACTOR. SATELLITE DISH FURNISHED ANDINSTALLED BY ASPEN DENTAL MANAGEMENT INC.

5. PROVIDE 1" CONDUIT IN WALL TO ACCESSIBLE CEILING. SEE DETAIL #3/ SHEET E2.0.

6. THREE (3) DATA CABLES FROM MECHANICAL ROOM DEMARK TO TELEPHONE CABINET.INSTALL ABOVE CEILING.

7. CONDUIT CHASE PROVIDED BY ELECTRICAL CONTRACTOR. SEE ELECTRICAL PLANSFOR MORE INFORMATION.

8. ROUTE ONE (1) COAX CABLE ABOVE CEILING FROM PHONE CABINET TO LOW VOLTAGEJUNCTION UNDER COUNTER AND THEN RUN THROUGH 2" CONDUIT UNDERGROUND TOUTILITY CENTER.

9. ONE (1) 10FT RAPID RUN CABLE BETWEEN COMPUTER WORK STATION AND WALLMOUNT VIEW SCREEN. CONDUIT FURNISHED AND INSTALLED BY ELECTRICALCONTRACTOR.

10. ROUTE DATA THROUGH SAME JUNCTION BOX AS SHOWN ON E1.1P. SEE KEYED NOTE18 ON E1.1P.


NOTE:ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.

COMMUNICATION

DATA OUTLETPROVIDE DEDICATED CAT5E HOME RUN FROMTELEPHONE CABINET FOR EACH SYMBOLSHOWN UNLESS OTHERWISE NOTED.

IDENTIFICATIONSYM.

COAX OUTLETPROVIDE DEDICATED QUAD SHIELDED RG6COAX HOME RUN FROM TELEPHONE CABINETFOR EACH SYMBOL SHOWN.

RAPID RUN CABLEINSTALL RAPID RUN CABLE FOR EACH SYMBOLSHOWN.

UTILITY CENTER FURNISHED BY G.C.U.C.

DIVISION 27 COMMUNICATIONS

27 05 00. TELECOMMUNICATION PREMISE WIRING

A. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO IS A REGISTEREDCOMMUNICATION DISTRIBUTION DESIGNER CERTIFIED BY THE BUILDING INDUSTRY CONSULTINGSERVICE INTERNATIONAL.

B. QUALITY CONTROL:1. COMPLY WITH NFPA 70.2. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED

IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVINGJURISDICTION, AND MARKED FOR INTENDED USE.

3. SYSTEM REQUIREMENTS: COORDINATE THE FEATURES OF MATERIALS AND EQUIPMENT SOTHEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND INTERCONNECTIONS FOROPTIMUM FUTURE PERFORMANCE.

4. CONTRACTOR SHALL TEST EACH CABLE TO INSURE THAT THE INSTALLATION MEETS EIA/TIASTANDARDS. THREE COPIES OF THIS REPORT SHALL BE PROVIDED TO THE OWNER AS PARTOF RECORD DRAWINGS.

C. ABBREVIATIONS:1. EIA - ELECTRONIC INDUSTRIAL ALLIANCE2. IDC - INTERNATIONAL DATA CORPORATION3. IDF - INTERMEDIATE DISTRIBUTION FRAME (CLOSET)4. MDF - MAIN DISTRIBUTION FRAME (CLOSET)5. PVC - POLYVINYL CHLORIDE6. STP - SHIELDED TWISTED PAIR (CABLE)7. TIA - TELECOMMUNICATION INDUSTRY ASSOCIATION8. UTP - UNSHIELDED TWISTED PAIR (CABLE)

D. RACEWAYS AND BOXES: FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.E. BRANCH CABLES:

1. TWISTED-PAIR CABLES, CONNECTORS, AND TERMINAL EQUIPMENT: LISTED AS COMPLYINGWITH CATEGORIES 5E OF EIA/TIA-568-A.a) CONDUCTORS: SOLID COPPER.b) UTP CABLE: COMPLY WITH EIA/TIA-568-A. FOUR THERMOPLASTIC-INSULATED,

INDIVIDUALLY TWISTED PAIRS OF CONDUCTORS; NO. 24 AWG, COLOR-CODED; ENCLOSEDIN PVC JACKET.

c) UTP PLENUM CABLE: LISTED FOR USE IN AIR-HANDLING SPACES. FEATURES ARE ASSPECIFIED ABOVE, EXCEPT MATERIALS ARE MODIFIED AS REQUIRED FOR LISTING.

d) CABLE LABELS: SELF-ADHESIVE VINYL OR VINYL-CLOTH WRAPAROUND TAPE MARKERS,MACHINE PRINTED WITH ALPHANUMERIC CABLE DESIGNATIONS.

H. WIRING METHOD:1. INSTALL WIRING IN RACEWAY AND CABLE TRAY EXCEPT WITHIN CONSOLES, CABINETS, DESKS,

AND COUNTERS EXCEPT IN ACCESSIBLE CEILING SPACES AND IN GYPSUM BOARD PARTITIONSWHERE CABLE WIRING METHOD MAY BE USED.

2. USE UL-LISTED PLENUM CABLE FOR ALL LOCATIONS.3. CONCEAL RACEWAY AND WIRING EXCEPT IN UNFINISHED SPACES.4. USE TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH EIA/TIA-568

RATING OF COMPONENTS AND THAT ENSURE CATEGORY PERFORMANCE LEVEL FOR THECOMPLETED AND LINKED SIGNAL PATHS, END TO END.

5. DO NOT DAMAGE CONDUCTORS, SHIELD, OR JACKET.6. DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS

RECOMMENDED BY MANUFACTURER.7. PULL CABLES WITHOUT EXCEEDING CABLE MANUFACTURER'S RECOMMENDED PULLING

TENSIONS.8. SECURE AND SUPPORT CABLE AT INTERVALS NOT EXCEEDING 30 INCHES (760 MM) AND NOT

MORE THAN 6 INCHES (150 MM) FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES,AND TERMINALS.

9. SEPARATION OF WIRES: COMPLY WITH EIA/TIA-569 RULES FOR SEPARATING UNSHIELDEDCOPPER COMMUNICATION AND DATA-PROCESSING EQUIPMENT CABLES FROM POTENTIAL EMISOURCES, INCLUDING ELECTRICAL POWER LINES AND EQUIPMENT.

10. MAKE SPLICES, TAPS, AND TERMINATIONS ONLY AT INDICATED OUTLETS, TERMINALS, ANDCROSS-CONNECT AND PATCH PANELS.

11. USE SPLICE AND TAP CONNECTORS COMPATIBLE WITH MEDIA TYPES.I. SYSTEM LABELING:

1. USE A UNIQUE, THREE-SYLLABLE ALPHANUMERIC DESIGNATION FOR EACH CABLE, AND LABELCABLE AND JACKS, CONNECTORS, AND TERMINALS TO WHICH IT CONNECTS WITH THE SAMEDESIGNATION. USE LOGICAL AND SYSTEMATIC DESIGNATIONS FOR FACILITY'SARCHITECTURAL ARRANGEMENT.a) FIRST SYLLABLE IDENTIFIES AND LOCATES WIRING CLOSET OR EQUIPMENT ROOM WHERE

CABLE ORIGINATES.b) SECOND SYLLABLE IDENTIFIES AND LOCATES CROSS-CONNECT OR PATCH-PANEL FIELD IN

WHICH CABLE TERMINATES.c) THIRD SYLLABLE DESIGNATES TYPE OF MEDIA (COPPER OR FIBER) AND POSITION

OCCUPIED BY CABLE PAIRS OR FIBERS IN THE FIELD.2. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES.3. DISTRIBUTION CABINETS: LABEL EACH UNIT AND FIELD WITHIN THAT UNIT.4. WITHIN CONNECTOR FIELDS, IN WIRING CLOSETS AND EQUIPMENT ROOMS: LABEL EACH

CONNECTOR AND EACH DISCRETE UNIT OF CABLE-TERMINATING AND CONNECTINGHARDWARE

5. CABLES, GENERAL: LABEL EACH CABLE WITHIN 4 INCHES (100 MM) OF EACH TERMINATION ANDTAP, WHERE IT IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHEREAS INDICATED.

6. EXPOSED CABLES AND CABLES IN CABLE TRAYS AND WIRE TROUGHS: LABEL EACH CABLE ATINTERVALS NOT EXCEEDING 15 FEET (4.5 M).

7. CABLE SCHEDULE: POST IN PROMINENT LOCATION IN EACH MDF AND IDF. LIST INCOMING ANDOUTGOING CABLES AND THEIR DESIGNATIONS, ORIGINS, AND DESTINATIONS. PROTECT WITHCLEAR PLASTIC COVER. PROVIDE ELECTRONIC COPY OF FINAL COMPREHENSIVE SCHEDULESFOR PROJECT, IN SOFTWARE AND FORMAT SELECTED BY OWNER OR OWNER'S IT STAFF.

RESPONSIBILITY MATRIX (LV)

ITEMCONDUITS/CHASES/BOXES

DATA CABLESCOAX CABLES

RAPID RUN CABLES

ROOF PENETRATION

FURNISHED BY:LV = LOW VOLTAGE CONTRACTOREC = ELECTRICAL CONTRACTORADMI = ASPEN DENTAL MANAGEMENT INCGC = GENERAL CONTRACTOR

DESCRIPTIONPER PLAN

CAT5ERG6 (QUAD SHIELDED)

CABLE ASSEMBLY

PER PLAN

FURNISHEDBY

GC/ECGC/LVGC/LV

GC/LV

GC

PRODUCTINFO

---

6' LENGTH - 6000010' LENGTH - 6000115' LENGTH - 6000225' LENGTH - 6000335' LENGTH - 6000450' LENGTH - 60005

COUPLER MALE/MALE - 42058-

SUPPLIERINFO

---

cablestogo.com

-

REMARKS


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


FLOOR PLAN - LOW VOLTAGE SCALE: 1/4" = 1'-0"

04' 4' 8'

SHEET DATES

ISSUE DATE

REVISIONS

FLOOR PLAN - LOWVOLTAGE

APR. 3, 2017

LAB WORK STATION ELEVATION SCALE: 3/4" = 1'-0"

8E2.0

1 1/2" COPPER AIRLINE AT 24" AFF-TERMINATE PERDETAIL D-13A/MD


9'-0"

4'-6" 4'-6"

2'-6

"

1'-6

"

1/2"


3" 3"

1 1/4"1 1/4" 6"

6"

1/2"

1 1/2" COPPER AIRLINE AT 24" AFF-TERMINATE PERDETAIL D-13A/MD


1'-6

"4"

1'-6

"

FINISH FLOOR LINE

3'-2

"

4"

1/2"

4"

EMERGENCY GAS SHUT-OFF BOX

1'-6

"


4"

4'-0

"

LAB WORKSTATION LIGHT SWITCH

3'-0

"

LAB WORKSTATIONLIGHT

10"

X-RAY SUPPORT TO WITHSTAND 1500 LBS. OF OUTWARDPULL. INSTALLATION BEHIND FINISHED SURFACES. FOLLOWANY AND ALL VARIATIONS REQUIRED FOR LOCAL BUILDINGAND X-RAY RADIATION CONTROL STANDARDS.

BELMONT 097 X-RAY SUPPORT SCALE: 1/2" = 1'-0"

2E2.0

ARM/HEAD

TO B

OTT

OM

OF

MO

UN

TIN

G P

LATE

1'-4"

34 1

/2" A

.F.F


(2) 4x4 J-BOX MOUNTEDON 2x BLOCKING ASREQUIRED

4x4 POST


CONNECT MASTERCONTROL TO TUBEHEADUSING 4 CONDUCTOR,20 AWG 300V WIRE-SEE DETAIL D9A ONSHEET MD

120V/3 WIRE GROUNDEDCIRCUIT STUBBED OUT @THIS LOCATION. 12 AWGWIRE REQ'D FROM PANEL

A5.14

1'-6

"

RUN WIDTH OF WALL

9"

5/8" GWB BOTH SIDESDOUBLE GWB INSIDEOF ROOM

PLASTER RING WITH 2" CONDUIT ORWALL CHASE RAN ABOVE CEILINGWITH PULL STRING(CENTERED IN ROOM)

DEDICATED 20 AMP 220V ELEC. CIRCUITTWIST LOCK OUTLET (ELECTRICIAN TOSUPPLY MALE END)(CENTERED IN ROOM)

20 GAUGE STEELWALL STUDS (16" O.C.)

(2) LAYERS 3/4"PLYWOOD

PANORAMIC BLOCKING DETAIL SCALE: 1/2" = 1'-0"

1E2.0

3'-3

13/

16"

℄

VAR

IES

TREATMENT ROOM ELEVATIONSCALE: 1/2" = 1'-0"

4E2.0

120V DUPLEX

120VDUPLEX

1 GANGPLASTER RING

1 1/2" CONDUIT W/PULL STRING

WALL MOUNTVIEW SCREEN

2 GANGPLASTERRING

120V BRANCH CIRCUIT TODUPLEX OUTLET

2" CONDUITUNDERGROUND W/PULL STRING

120V, 20A CIRCUITUNDERGROUND PERSPECIFICATIONS

GFI QUADOUTLET

GFI QUADOUTLET

2" CONDUIT STUB ABOVECEILING BUSHING

BUSHING

J-BOXES ANDRECEPTACLESBETWEEN 4" AND 10"OFF WALL.

(TYP.)

2X8 BLOCKING

COMPRESSOR RACKING DETAILSCALE: 1/2" = 1'-0"

5E2.0

5'-0

"

CL OF RACKING

DISCONNECT OUTLET FORVACUUM POWER SUPPLY.

4'-0

"

DISCONNECT OUTLET FORCOMPRESSOR POWERSUPPLY.

DUPLEX OUTLET FORCOMPRESSORCONTROL PANEL

PROVIDE PLASTER RINGFOR CONTROL CABLINGTO STERILIZATION.

PASS-THROUGH X-RAY BLOCKING DETAILSCALE: 1/2" = 1'-0"

6E2.0

(3) 2x4's FOR BLOCKING.BLOCKING IS INSTALLED ONTHE COUNTERTOP SIDE OFTHE PASS THRU

120V/3 WIRE GROUNDEDCIRCUIT STUBBED OUT @THIS LOCATION. 12 AWGWIRE REQ'D FROM PANEL

CONNECT MASTERCONTROL TO TUBEHEADUSING 4 CONDUCTOR20awg 300V WIRE

VERIFY WALL RATING IFAPPLICABLE. PROVIDEFIRE TREATED BLOCKINGAS REQ'D.

BOX OPENING TOFACE PASS THRUOPENING-1 1/2"DEEP, 2x4 BOX USED

TREATMENT ROOM ELEVATIONSCALE: 1/2" = 1'-0"

3E2.0

DOOR OPENING

120V DUPLEX

120V DUPLEX

120V, 20ACIRCUIT PERSPECIFICATIONS 2 GANG

PLASTER RING

1 GANGPLASTER RING

1 1/2" CONDUIT W/PULL STRING

2" CONDUITUNDERGROUND W/PULL STRING

120V, 20A CIRCUITUNDERGROUND PERSPECIFICATIONS

WALL MOUNTVIEW SCREEN

GLASSGLASS

WAL

L

GFI QUADOUTLET

ROUTE CONDUIT TOAVOID TRANSOMGLASS.

2X8 BLOCKING

CENTER COMPUTERRECEPTACLE BETWEENMEASUREMENTS


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


12"

2"

.25"

TO GROUND BUS IN MAINSERVICE PANEL, PROVIDE #6GROUND.

COOPER GROUND BUSMODEL #SBTGBK ORAPPROVED EQUIVALENT.

TELECOM GROUNDING DETAILNO SCALE

BOTTLE FILLING STATION DETAIL NO SCALE

7E2.0

5 1/2

5 1/2"

CRITICALDIMENSION

PASS THRU X-RAY ISOMETRIC NO SCALE

9E2.0

SHEET DATES

ISSUE DATE

REVISIONS

E2.0DETAILS

APR. 3, 2017

ADD ELECTRICALRECEPTACLE AT 40"AFF IN WALL POCKET


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA



SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA



SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


CABINET EXHAUST FAN SCHEDULE (C.E.F.)

NO.

1234

- ACCEPTABLE MANUFACTURERS: GREENHECK, COOK, PENN, CARNES.

- SUPPORT FROM STRUCTURE, ISOLATE FAN AND ASSOCIATED DUCTWORK.

- PROVIDE SPEED CONTROL MOUNTED ON FAN HOUSING, INTERNAL PLUG-IN DISCONNECT

AND BACKDRAFT DAMPER

- PROVIDE WITH WHITE ALUMINUM GRILLE

AREA SERVED

TOILET RMTOILET RM

LABMECH RM

TYPE

CEILINGCEILINGCEILINGCEILING

CFM

100100300300

S.P." W.C.

0.380.380.500.50

RPM

95095010701070

MOTOR WATTS

8080

224224

MAX. SONES

2.72.74.54.5

DUCTCOLLAR

SIZE6"6"

8 x 88 x 8

MODEL

SP-B110SP-B110SP-A510SP-A510

REMARKS

"GREENHECK""GREENHECK""GREENHECK""GREENHECK"

ROOF CAP SCHEDULE

NO.

1

2

3

- ACCEPTABLE MANUFACTURERS: GREENHECK, CARNES(1) PROVIDE ROOF CURB.

SERVICE

EXHAUST

EXHAUST

EXHAUST

TYPE

FLAT

FLAT

FLAT

THROAT

6

6

10

CFM

100

100

600

APD.

0.01

0.01

0.09

SCREEN

BIRD

BIRD

BIRD

DAMPER

NO

NO

NO

MODEL

RCC-7 (1)

RCC-7 (1)

GRS-10 (1)

REMARKS

"GREENHECK"

"GREENHECK"

"GREENHECK"

DUCTWORK AND DUCTWORK INSULATION SCHEDULE

SERVICE

SUPPLYRETURNEXHAUSTN.R. = NOT REQUIREDMATERIALS: GALV. STEEL: ASTM A525 AND 527, LOCK FORMING QUALITY, 1.25 OUNCES PER S.F. ZINC COATING (G90 IN ACCORDANCE WITH ASTM A90 BOTH SIDES OF SHEET).- SEAL ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS PER IECC 503.2.7.(1) INSULATE 18" UPSTREAM OF THE BACKDRAFT DAMPER WHERE THE DUCT EXITS THE BUILDING.

MAT'L

GALV. ST.GALV. ST.GALV. ST.

SMACNAPRESS.CLASS

+1"-1"-1"

INSULATIONRECTANGULAR

DUCT1.5" FLEX. F.G.1.5" FLEX. F.G.

1.5" FLEX. F.G. (1)

ROUNDDUCT

1.5" FLEX. F.G.1.5" FLEX F.G.

1.5" FLEX. F.G. (1)

INSUL.JACKET

N.R.N.R.N.R.

SHEET DATES

ISSUE DATE

REVISIONS

H0.1SPECIFICATIONS &SCHEDULES

APR. 3, 2017

SUPPLY GRILLE SCHEDULE (S.G.)

NO.

5-6

5-8

5-10

5-12

5-14

- ACCEPTABLE MANUFACTURERS: TITUS, KRUEGER, CARNES, SHOEMAKER.- PROVIDE R-6 MOLDED FOIL BACKED INSULATION BLANKET.- BRANCH DUCT SIZE TO GRILLE SHALL BE SAME SIZE AS NECK UNLESS OTHERWISE NOTED.(1) WHITE. PROVIDE MANUFACTURER'S COLOR CHART WITH SHOP DRAWING SUBMITTAL VERIFY COLOR SELECTIONS WITH OWNER / ARCHITECT PRIOR TO PURCHASE.(2) COORDINATE MOUNTING WITH ARCH. PLANS. PROVIDE PLASTER RINGS WHERE REQD FOR INSTALLATION.(3) DAMPER AT THE GRILLE INDICATED BY A "D" AFTER THE GRILLE DESIGNATION. EXAMPLE: SG1SD-6 IS SG1S-6 WITH A DAMPER.

CFMRANGE

0-75

76-275

276-375

376-550

551-750

INLETDUCTDIA.

6"

8"

10"

12"

14"

MAT'L

ALUM.

ALUM.

ALUM.

ALUM.

ALUM.

DAMPER

(3)

(3)

(3)

(3)

(3)

FINISH

(1)

(1)

(1)

(1)

(1)

FRAME

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

THROW

4-WAY

4-WAY

4-WAY

4-WAY

4-WAY

MODEL

TMS-AA

TMS-AA

TMS-AA

TMS-AA

TMS-AA

REMARKS

"TITUS"

"TITUS"

"TITUS"

"TITUS"

"TITUS"

RETURN GRILLE SCHEDULE (R.G.)

NO.

2-6

2-8

2-10

2-12

2-14

2-16

- ACCEPTABLE MANUFACTURERS: TITUS, KRUEGER, CARNES, SHOEMAKER.- BRANCH DUCT SIZE TO GRILLE SHALL BE SAME SIZE AS NECK UNLESS OTHERWISE NOTED.- PROVIDE MIN. 6" DEEP PLENUM BOX AT ALL RETURN GRILLES (TYP.)(1) WHITE. PROVIDE MANUFACTURER'S COLOR CHART WITH SHOP DRAWING SUBMITTAL VERIFY COLOR SELECTIONS WITH OWNER / ARCHITECT PRIOR TO PURCHASE.(2) COORDINATE MOUNTING WITH ARCH. PLANS. PROVIDE PLASTER RINGS WHERE REQD FOR INSTALLATION.(3) 1/2 X 1/2 / 1/2 CORE

(4) DAMPER AT THE GRILLE INDICATED BY A "D" AFTER THE GRILLE DESIGNATION. EXAMPLE: RG1SD-6 IS RG1S-6 WITH A DAMPER.

TYPE

EGG CRATE

EGG CRATE

EGG CRATE

EGG CRATE

EGG CRATE

EGG CRATE

MAXCFM

75

275

450

750

1,100

1,600

NECKSIZE

24 x 24

24 x 24

24 x 24

24 x 24

24 x 24

24 x 24

FLEX.DUCT.

DIA.

6"

8"

10"

12"

14"

16"

MAT'L

ALUM.

ALUM.

ALUM.

ALUM.

ALUM.

ALUM.

DAMPER

(4)

(4)

(4)

(4)

(4)

(4)

FINISH

(1)

(1)

(1)

(1)

(1)

(1)

FRAME

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

LAY-IN (2)

MODEL

50F (3)

50F (3)

50F (3)

50F (3)

50F (3)

50F (3)

REMARKS

"TITUS"

"TITUS"

"TITUS"

"TITUS"

"TITUS"

"TITUS"

HVAC SPECIFICATIONS

I. BASIC HVAC REQUIREMENTS

A. SEE SHEET T2.0.B. SUBSTITUTIONS: WHERE SUBSTITUTE EQUIPMENT REQUIRES REDESIGN OF ANY PART OF

THE PROJECT, THE COST OF REDESIGN AND ADDITIONAL COSTS OF THE WORK SHALL BEPAID BY THE CONTRACTOR. REDESIGN SHALL BE SUBJECT TO THE APPROVAL OF ALLAUTHORITIES HAVING JURISDICTION OVER THE WORK INCLUDING THEARCHITECT/ENGINEER.

C. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TOBE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FORA COMPLETE INSTALLATION.

D. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS ANDREQUIREMENTS. PROVIDE ADDITIONAL WORK AND MATERIALS AS REQUIRED.

E. COORDINATE INSTALLATION OF HVAC WORK WITH THE OTHER CONTRACTORS AND THEEXISTING BUILDING TO AVOID CONFLICTS WITH OTHER WORK.

F. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR HVAC WORK INSTALLATIONUNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS.PATCHING SHALL MATCH ADJACENT SURFACES.

G. INSTALL CLEAN SET OF FILTERS IN ALL UNITS AT TIME OF TESTING AND BALANCING.H. CLEAN GRILLES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE

TIME OF FINAL CLEAN-UP.

II. FINISH AND PAINTING

A. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIORTO PAINTING. H.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINEPAINTING.

B. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE ORINSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER.

C. WHERE THE HEATING CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BEDONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURALSPECIFICATION.

III. INSULATION

A. INSULATION SYSTEM SHALL MEET UL-723 REQUIREMENTS OF MAX. FIRE HAZARDCLASSIFICATIONS OF 25, AND MAX. FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKEDEVELOPED OF 50 WHEN INSTALLED IN A RETURN AIR PLENUM.

B. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND MICAPUBLICATION "COMMERCIAL AND INDUSTRIAL STANDARDS", 1999 FIFTH EDITION.

C. CONTINUE INSULATION WITHOUT INTERRUPTIONS THROUGH WALLS, SLEEVES, ANDHANGERS.

D. FIBERGLASS (F.G.) INSULATION1. MANUFACTURERS: OWENS CORNING (O.C.) FIBERGLASS CORPORATION, CERTAINTEED,

KNAUF, AND JOHNS MANVILLE.2. FLEX. F.G.: 0.75 LB/CU. FT. GLASS FIBER INSULATION FACTORY LAMINATED TO FRK

VAPOR RETARDER. LISTED THICKNESS IS NOMINAL, R-3.3 / NOMINAL INCH.E. INSULATE FITTINGS, JOINTS, FLANGES, DAMPERS, AND IN-LINE ACCESSORIES WITHOUT

INTERNAL LINING/INSULATION WITH SAME MATERIAL AND THICKNESS AS SPECIFIED FORTHE DUCT SYSTEM. STOP AND POINT INSULATION AROUND ACCESS DOORS AND DAMPEROPERATORS TO ALLOW OPERATION WITHOUT DISTURBING WRAPPING.

IV. DUCTWORK

A. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS OF SMACNA _ HVAC DUCTCONSTRUCTION STANDARDS.

B. PAINT THE INSIDE OF ALL DUCTS VISIBLE THROUGH GRILLES OR OTHER OUTLETS WITHDULL BLACK PAINT.

C. CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE INDICATED IN DUCTS TO INDICATETHE GENERAL POSITION RELATIONSHIP OF THE DUCTWORK SYSTEMS; PROVIDEADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHERSYSTEMS, CEILINGS AND STRUCTURE. THE DRAWINGS ARE DIAGRAMMATIC AND SHALLNOT BE SCALED TO DETERMINE EXACT LOCATION OF DUCTWORK.

D. PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED POLYETHYLENE ON OPENDUCTWORK TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTWORK SYSTEM.

E. LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMALOPERATING AND MAINTENANCE ACTIVITIES.

F. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES WHENEVER POSSIBLE.30 DEGREE MAXIMUM DIVERGENCE UPSTREAM OF EQUIPMENT; 45 DEGREE MAXIMUMCONVERGENCE DOWNSTREAM.

G. ROUND DUCTS MAY BE SUBSTITUTED FOR RECTANGULAR IF SIZED IN ACCORDANCE WITHASHRAE TABLES OF EQUIVALENT RECTANGULAR AND ROUND DUCTS.

H. ROUND DUCTWORK: CONCEALED BRANCH DUCTWORK TO GRILLES AND DIFFUSERS MAYBE LONGITUDINAL LOCKSEAM. ALL OTHER ROUND DUCTWORK SHALL BE SPIRALLOCKSEAM WITH FITTINGS AND COUPLINGS MINIMUM 2 GAUGES HEAVIER THAN DUCT.

I. FLEXIBLE DUCTWORK1. U.L. 181 LISTED CLASS 1 FLEXIBLE AIR DUCT, COMPLY WITH NFPA 90A, FLAME SPREAD

OF 25 OR LESS, SMOKE DEVELOPED RATING OF 50 OR LESS.2. MANUFACTURERS: THERMAFLEX, FLEXMASTER.3. INSULATED FOR SUPPLY DUCTWORK. UNINSULATED FOR RETURN AND EXHAUST

DUCTWORK.4. CONNECT TO SUPPLY DUCTWORK BY SLIDING CORE OVER COLLAR, TAPE JOINT WITH

MINIMUM 3 WRAPS OF TAPE, AND APPLY METAL BAND CLAMP OR PANDUIT. FORINSULATED DUCTWORK, PULL INSULATION AND OUTER JACKET BACK INTO POSITION,AND TAPE WITH MINIMUM 3 WRAPS OF TAPE BETWEEN FLEX DUCT AND DUCTINSULATION.

5. CONNECT TO GRILLES AND RETURN AND TRANSFER DUCTWORK WITH METAL BANDCLAMP OR PANDUIT.

6. MAXIMUM LENGTH FROM DUCTWORK TO GRILLES OR SLOTS 8'-0".7. DO NOT RUN THROUGH WALLS OR PARTITIONS.

J. DUCTWORK SEALANTS1. MANUFACTURERS: HARDCAST #601, UNITED MCGILL WATER BASED DUCT SEAL.

MAXIMUM FLAME SPREAD OF 25, FUEL CONTRIBUTED OF 50, AND SMOKE DEVELOPEDOF 50.

2. HARDCAST ALUMA-GRIP 701 OR EQUIVALENT PRESSURE SENSITIVE DUCT JOINTROLLED SEALANT MAY BE USED IN PLACE OF MASTIC. SEALANT SHALL COMPLY WITHTHE FOLLOWING:a. MILL FINISH ALUMINUM SUSTRATE WITH GRAY ADHESIVE.b. MINIMUM 30 MIL THICKc. MIN. 17 LB PER LINEAR INCH PEEL STRENGTHd. MAX FLAME SPREAD OF 25, MAX SMOKE DEVELOPED OF 50 WHEN TESTED IN

ACCORDANCE WITH ASTM G-53.e. VOC: 0 G/L, COMPLIANT WITH LEED SCAQMD RULE 1168.f. PRESSURE CLASSES UP TO 10” W.C.

K. DUCT CLEANING1. PROTECT DUCTWORK AGAINST ENTRY OF FOREIGN MATTER DURING CONSTRUCTION.

PROVIDE TEMPORARY END CAPS AND SEALS. PROVIDE TEMPORARY FILTERS OVERRETURN OR EXHAUST AIR INLETS IF DUCTWORK IS USED DURING CONSTRUCTION.

2. REMOVE ALL DIRT AND FOREIGN MATTER AND CLEAN DIFFUSERS, REGISTERS, ANDGRILLES BEFORE OPERATING FANS.

L. SEALING DUCT PENETRATIONS1. THRU NON-RATED WALLS WHERE DRYWALL, CONCRETE, OR MASONRY EXTENDS TO

STRUCTURE, FILL VOID BETWEEN DUCT AND WALL WITH MINERAL WOOL AND CAULKBOTH SIDES WITH NON-HARDENING CAULK.

V. DUCTWORK ACCESSORIES

A. TURNING VANES1. MANUFACTURERS: AERO/DYNE CO. H.E.P., HART & COOLEY, UNITED MCGILL, SEMCO.2. RECTANGULAR DUCTWORK: AIRFOIL TURNING VANES IN ACCORDANCE WITH SMACNA

FIG. 2-3 AND 2-4. VANE RADIUS AS PROVIDED BY AERO/DYNE H.E.P. OR 4-1/2 INCHESWITH A 3-1/2 INCH SPACING.

B. MANUAL VOLUME DAMPERS1. MANUFACTURERS: RUSKIN, VENT PRODUCTS, UNITED MCGILL.2. DAMPERS WITH EXTENDED SHAFTS AND QUADRANTS, OPERATOR WITH LOCKING

DEVICE, POSITION INDICATOR, AND ELEVATED PLATFORM FOR EXTERNALLY INSULATEDDUCTWORK.

3. BUTTERFLY DAMPER, MINIMUM 22 GAUGE. SHAFT ALONG ENTIRE LENGTH OF DAMPERFOR DAMPERS EXCEEDING 18" IN WIDTH.

4. ROUND DAMPERS: MINIMUM 20 GAUGE BUTTERFLY DAMPER.C. TAKE-OFF FITTINGS

1. MANUFACTURERS: FLEXMASTER, UNITED MCGILL.2. TO GRILLES: ONE PIECE SPIN-IN WITH INTEGRAL FACTORY INSTALLED LOCKING TYPE

BALANCING DAMPERS.D. DUCT ACCESS DOORS

1. MANUFACTURERS: CESCO, FLEXMASTER, VENT PRODUCTS, KEES, UNITED MCGILL,SEMCO.

2. HINGE, LATCHES, HANDLES, AND RUBBER GASKET IN FRAME. 1" INSULATED DOUBLEWALL CONSTRUCTION FOR DOORS IN LINED OR EXTERNALLY INSULATED DUCTWORK.ATTACHMENT CABLES FOR SPIN-IN UNITS. DOOR SUITABLE FOR DUCT STATICPRESSURE CLASS.

3. DOOR SIZE 2" LESS THAN THE WIDTH OF THE DUCT (MAX. DOOR SIZE 24"X 24" (24" DIA.).4. ROUND DUCTWORK: 16 GAUGE ROLLED SHEET METAL HINGED ACCESS DOOR WITH

BUCKLE LOCKS.5. PROVIDE AT TURNING VANES IN RETURN AND EXHAUST DUCTWORK, AT ANY DEVICE IN

THE DUCT WHICH REQUIRES MAINTENANCE, SERVICE OR CLEANING.6. USE HINGED ACCESS DOORS WHERE POSSIBLE. USE CAM OPERATED REMOVABLE

DOORS WHERE SPACE PREVENTS THE OPENING OF A HINGED MODEL.E. BACKDRAFT DAMPERS

1. MANUFACTURERS: RUSKIN, VENT PRODUCTS.2. ALUMINIUM FRAME AND BLADE CONSTRUCTION WITH BLADE AND EDGE SEALS.

LEAKAGE LESS THAN 12 CFM PER SQ. FT. AT 1/2" W.G., COUNTERBALANCE TO OPEN ATAPPROXIMATELY 0.05" STATIC PRESSURE.

F. FLEXIBLE CONNECTIONS1. MANUFACTURERS: VENTFABRICS, DURO-DYNE.2. MATERIAL BOLTED SECURELY TO THE EQUIPMENT AND CONNECTING DUCTWORK WITH

#16 GAUGE GALVANIZED IRON BAND (LOOP) CLAMPS BOLTED TIGHT TO MAKE ANAIRTIGHT CONNECTION, MINIMUM 6" WIDE.

3. PROVIDE AT INLET AND OUTLET OF ALL AIR HANDLING UNITS AND FANS INACCORDANCE WITH SMACNA FIGURE 2-19.

4. CONVENTIONAL INTERIOR: VENTGLAS, -20 TO 200 DEG F., 30 OZ. PER SQUARE YARDGLASS FABRIC DOUBLE COATED WITH NEOPRENE, UL 214 APPROVED.

VI.ROOFTOP AIR CONDITIONING UNIT - SEQUENCE OF OPERATION

A. CONTRACTOR TO INSTALL THERMOSTAT FURNISHED BY RTAC CONTRACTOR.1. SET FAN SETTING TO "ON" FOR FAN TO RUN CONTINUOUSLY IN OCCUPIED PERIODS,

AND TO RUN WITH EQUIPMENT OPERATION DURING UNOCCUPIED PERIODS.2. DRY CONTACT OUTPUT SHALL BE USED TO ENERGIZE ECONOMIZER TO OPEN

OUTDOOR AIR DAMPER TO MINIMUM POSITION DURING OCCUPIED OPERATION.3. THERMOSTAT INSTALLER SETUP SHALL OTHERWISE UTILIZE FACTORY DEFAULTS.

B. MOUNT AND WIRE ALL CONTROL WIRING ASSOCIATED WITH THE ROOFTOP AND PROVIDEANY ADDITIONAL DEVICES NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM.

VII. TESTING, ADJUSTING, AND BALANCING

A. QUALITY ASSURANCE - PERFORM TOTAL SYSTEM BALANCE IN ACCORDANCE WITH AABCNATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, TOTALSYSTEM BALANCE OR NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING ANDADJUSTING OF ENVIRONMENTAL SYSTEMS.

B. SUBMITTALS1. CONTRACTOR SHALL SUBMIT THE FINAL TESTING AND BALANCING REPORT PRIOR TO

PROJECT COMPLETION AND IN ADVANCE OF DATE OF OCCUPANCY. SUBMIT REPORTSON AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE OR NEBB FORMS.

2. SUBMIT THE DESIGN AND ACTUAL DATA FOR EACH SCHEDULED PIECE OF EQUIPMENT:MODEL; SUPPLY, RETURN, AND OUTSIDE AIR FLOWS; FAN RPM, BHP, AMPERAGE; FANAND MOTOR SHEAVE, DIAMETER, BORE AND MAKE; BELT SIZE AND QUANTITY; MOTORSHEAVE CENTER LINE AND OPERATOR DISTANCE; ROOM AIR FLOW.

C. INSTALLATION TOLERANCES1. AIR HANDLING SYSTEMS: ADJUST SUPPLY SYSTEMS TO WITHIN PLUS OR MINUS 5

PERCENT OF DESIGN AND RETURN AND EXHAUST SYSTEMS TO PLUS OR MINUS 10PERCENT OF DESIGN.

2. AIR OUTLETS AND INLETS: ADJUST TOTAL AIR FLOW TO SPACE TO WITHIN PLUS 10PERCENT AND MINUS 5 PERCENT OF DESIGN.

3. ADJUST OUTLETS AND INLETS IN SPACE TO WITHIN PLUS OR MINUS 10 PERCENT OFDESIGN.

D. AIR SYSTEM BALANCE1. VARY TOTAL SYSTEM AIR QUANTITIES BY ADJUSTING FAN SPEEDS. VARY BRANCH AIR

QUANTITIES BY DAMPER REGULATION.2. ADJUST OUTSIDE AIR AND RETURN AIR AUTOMATIC DAMPERS FOR DESIGN CONDITIONS3. ROOM AIRFLOW TESTING AND BALANCING TO OCCUR WITH ROOM DOORS CLOSED.

ELECTRICAL/STARTER/DISCONNECT SCHEDULE

SYM.

RTAC-1RTAC-2RTAC-3

CEF-1

CEF-2

CEF-3

CEF-4

STARTER TYPE:

INTEG.= INTEGRAL: PROVIDED INTEGRAL WITH EQUIPMENT.

FURNISHED BY:EM = EQUIPMENT MANUFACTURERHC = HEATING CONTRACTOREC = ELECTRICAL CONTRACTOR

- VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.

(1) POWER ROUTED THRU INTERIOR LIGHTING CONTACTOR BY E.C. SEE ELECTRICAL PLANS.

(2) LOCAL WALL SWITCH PROVIDED BY EC TO TURN ON FAN.

(3) FAN WIRED TO REVERSE ACTING THERMOSTAT BY E.C.

LOCATION

ROOFROOFROOF

TOILET RM

TOILET RM

LAB

MECH RM

ELECTRICAL DATAHP

---

-

-

-

-

KW

---

0.08

0.08

0.23

0.23

MCA

20.030.030.0

-

-

-

-

MOP

254545

-

-

-

-

DISCONNECT:NR= NOT REQUIREDR = REQUIREDWP= WEATHERPROOF

VOLT

208208208

120

120

120

120

PH.

333

1

1

1

1

TYPE

INTEG.INTEG.INTEG.

(1)

(1)

(2)

(3)

STARTERLOCATION

INTEGRALINTEGRALINTEGRAL

(1)

(1)

(2)

(3)

REMARKS:H.W.= HARD WIREDREC.=RECEPTACLE

FURN.BYEMEMEM

EC

EC

EC

EM

AUX.CONTACT

---

-

-

-

-

ACCESS-ORIES

---

-

-

-

-

DISCONNECTDIS-

CONNECTR, WPR, WPR, WP

R

R

R

R

FURN.BYEMEMEM

EM

EM

EM

EM

REMARKS

---

-

-

-

-

ROOFTOP AIR CONDITIONING UNIT SCHEDULE (RTAC)

- ADMI TO SUPPLY RTAC UNITS. H.C. / G.C. TO INSTALL.- SEE MOTOR SPECIFICATIONS FOR MOTOR REQUIREMENTS.- PROVIDE WITH 2" ASHRAE STD 52.2 MERV 8 T.A. FILTERS .- RTAC DESIGNED TO PREVENT RAIN INTRUSION INTO THE AIRSTREAM WHEN TESTED AT DESIGN AND NO AIRFLOW PER SECTION 58 OF UL 1995.- PROVIDE UNIT WITH INTEGRAL MANUFACTURER INSTALLED WATER-LEVEL MONITORING DEVICE IN THE PRIMARY DRAIN PAN TO SHUT OFF THE EQUIPMENT PER IMC 307.2.3.1.- PROVIDE UNIT MOUNTED WEATHERPROOF DISCONNECT.- PROVIDE WITH ULTRA LOW LEAK CODE COMPLIANT ECONOMIZER WITH BAROMETRIC RELIEF AND COMPARATIVE ENTHALPY CONTROL.- PROVIDE WITH HINGED ACCESS PANELS AND HINGED DOOR FOR ECONOMIZER.- PROVIDE WITH STAINLESS STEEL HEAT EXCHANGER.- PROVIDE WITH CARRIER EDGE PRO PROGRAMMABLE COMMERCIAL THERMOSTAT.

NO.

123

NOM.TONS

355

SUPPLY FANCFM

1,1001,7501,725

OACFM150225225

EXT.SP111

DRIVETYPEBELTBELTBELT

MOTORHP1 1 1

MOD.TYPE

---

RELIEFBAR.

XXX

FAN

---

COOLINGEAT

DB / WB80/6780/6780/67

MBHCAP.32.156.456.2

AMB.TEMP F

105105105

NO.COMPR.

111

NO.STAGES

111

HEATINGKW

---

MBHIN

11572

115

MBHOUT935993

NO.STAGES

211

OUTSIDEAIR

ECONECONECON

SMOKEDETECTOR

---

CURBHEIGHTBY MFR.

14"14"14"

TYPE

STANDARDSTANDARDSTANDARD

MCA

20.030.030.0

MOP

254545

VOLT/PHASE

208/3208/3208/3

EFFICIENCYMIN.

CODE13.0 SEER13.0 SEER13.0 SEER

UNITRATING

14.0 SEER14.1 SEER14.1 SEER

TESTPROC.

ARI 210/240ARI 210/240ARI 210/240

WEIGHT(LBS.)

850850850

MODEL

48KC48KC48KC

REMARKS

CARRIERCARRIERCARRIER

PROJECT DESIGN CRITERIA

WINTER:SUMMER:BASED ON ASHRAE 0.4% DESIGN CONDITIONS.

MECHANICAL CODEENERGY CODE

SEISMIC DESIGN CATEGORYNEAREST ASHRAE CITY

ELEVATION

INSIDEDB7275

2003 IMC2012 IECCBJOLIET REGIIONAL, IL581

% RHN/A50

OUTSIDEDB-0.490.8

WBN/A79.3

12/18 SA UPTO RTAC-2

26/11 RA UPTO RTAC-2

UCD

CEF-1

6"Ø UPTO RC-1

36"Ø UPTO RC-2

3

1

2

PROVIDE MIN. 6" DEEPGRILLE PLENUM BOX AT ALLRETURN GRILLES PERDETAIL ON SHEET H3.0(TYP.)

10"Ø UPTO RC-3

3

CEF-3

8"Ø

6

CEF-2

CEF-48"Ø

RTAC-1 1RTAC-2

1

RTAC-3

2

2





RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106INTRA-ORAL

X-RAY105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107

8

14"Ø

8"Ø

UCD

6"Ø

6"Ø

R

SG5-10(370)

SG5-10(370)

SG5-10(360)

RG2-14(1,100)

SG5-8(200)

SG5-8(200)

SG5-8(200)

RG2-8(200)

SG5-8(200)

SG5-8(200)

RG2-8(200)

SG5-8(150)

RG2-8(150)

SG5-10(375)

SG5-8(200)

RG2-16(1,175)

RG2-8(225)

SG5-8(250)

SG5-6(75)

RG2-6(75)

SG5-8(175)

SG5-6(75)

RG2-8(175)

SG5-8(100)

RG2-10(275)

SG58(100)

5

RG2-8(250)

44

7

4

12/10

8/16 12/16

14/14 12/10

18/1

6

14/16 BJ

11/20 BJ 11/8 BJ

18/16

10" Ø BJ

10/10

11/18

10/14

20/14

14/14

11/10

12/10

RG2-12(750)

SG5-10(375)

SG5-10(375)

10/8

18/12

11/18

12/24

12'-6

"

3'-11"

9'-2"

15'-0

"

10'-0

"

12'-5"

NOTES:- MAKE TRANSITION FROM DUCTWORK SIZES SHOWN ON THE THE DRAWINGS TO EQUIPMENT DUCT CONNECTION SIZES. VERIFY EQUIPMENT CONNECTION SIZES IN THE FIELD. ACTUAL EQUIPMENT SIZES SHALL TAKE PRECEDENCE OVER SIZES SHOWN ON PLANS.

- IF DUCT SYSTEMS ARE USED FOR TEMPORARY HEAT, PROVIDE TEMPORARY FILTERS AT RETURN AIR OPENINGS AND INSTALL FILTERS IN THE UNITS EQUIVALENT TO THE EFFICIENCY OF THE SPECIFIED FILTERS FOR THE UNIT. IF PROPER EFFICIENCY FILTERS ARE NOT INSTALLED IN UNIT, UNIT AND ALL DUCTWORK DOWNSTREAM OF UNIT SHALL BE CLEANED BEFORE TEST AND BALANCE.

- COORDINATE GRILLE LOCATIONS WITH FINAL REFLECTED CEILING PLAN AND CORRESPONDING LIGHTING CONFIGURATION.

KEYED NOTES1

2

3

4

5

ROOF TOP UNIT FOR NEW TENANT CONSTRUCTION. SEE RTAC SCHEDULE ONSHEET H0.1 & T2.0 FOR RESPONSIBILITY OF INSTALLATION.

TRANSITION FROM RTAC SUPPLY AND RETURN DUCT SIZES TO SIZE SHOWN ONPLAN. TRANSITION SIZE IN VERTICAL IF TRANSITION CAN MEETSPECIFICATIONS, OTHERWISE TRANSITION AFTER ELBOW. PROVIDE TURNINGVANES IN DUCT ELBOWS OR TEES.

COORDINATE BUILDING PENETRATION WITH LANDLORD. PROVIDE GRAVITYBACK DRAFT DAMPER BELOW ROOF DECK. EXHAUST OUTLET LOCATION MUSTBE AT LEAST 10'-0" AWAY FROM ANY OUTSIDE AIR INTAKE.

MOUNT PROGRAMMABLE THERMOSTAT AT 48" A.F.F. IN LOCATIONS AS SHOWN,UNLESS LOCAL CODE AUTHORITY WILL ALLOW A MOUNTING HEIGHT OF 60"A.F.F. THERMOSTATS SHALL BE HONEYWELL VISION PRO THR8320RCOMMERCIAL SERIES OR APPROVED EQUAL. THERMOSTAT FURNISHED BYHVAC CONTRACTOR.

PROVIDE A LOCKING COVER FOR THE THERMOSTAT LOCATED IN THERECEPTION AREA. TURN OVER LOCKBOX KEYS TO ASPEN DENTALMANAGEMENT UPON JOB COMPLETION.

MOTOR OPERATED DAMPER WITH 120V, 2 POSITION SPRING RETURN,NORMALLY OPEN DAMPER ACTUATOR TO SERVE MECHANICAL ROOM.DAMPER: "GREENHECK" MODEL VCDR-53 OR EQUIVALENTACTUATOR: "BELIMO" MODEL TFB120 OR EQUIVALENT

HONEYWELL MODEL T651A OR EQUIVALENT REVERSE ACTING THERMOSTATFURNISHED BY HVAC CONTRACTOR. CONDUIT AND WIRING PROVIDED BYELECTRICAL CONTRACTOR. REFER TO SHEET E1.1P. TURN ON FAN AND CLOSEMECHANICAL ROOM MOTOR OPERATED DAMPER ON A RISE IN SPACETEMPERATURE ABOVE SETPOINT.

MOTOR OPERATED DAMPER WITH 120V, 2 POSITION, SPRING RETURN,NORMALLY OPEN DAMPER ACTUATOR WIRED TO WALL SWITCH BY E.C. TOCLOSE DAMPER WHEN SWITCH IS "ON"DAMPER: "GREENHECK" MODEL VCDR-53 OR EQUIVALENTACTUATOR: "BELIMO" MODEL TFB120 OR EQUIVALENT

6

7

8


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


IDENTIFICATIONSYM. ABBR.ABBR.SYM. IDENTIFICATIONIDENTIFICATIONSYM. ABBR.

NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.

CONNECT TO EXISTING


HEATING CONTRACTOR

AFF

HC

ELECTRICAL CONTRACTOREC

GENERAL CONTRACTORGC

MISCELLANEOUS AND CONTROLS

TYPICALTYP.

TTS

BJ

TJ

BETWEEN JOISTS

THRU JOISTS

NIC NOT IN CONTRACT

PLUMBING CONTRACTORPC

THERMOSTAT / TEMP. SENSORT

ECCENTRIC TRANSITION

CONCENTRIC TRANSITION

SQUARE TO ROUND TRANS.

DTG DOOR TRANSFER GRILLE

EG,RG(T)RANSFER GRILLE(E)XHAUST/(R)ETURN/

SUPPLY GRILLE

DS DUCT SMOKE DETECTORDSD

BACKDRAFT DAMPERBDD

FSD FIRE/SMOKE DAMPERFS

AD

FIRE DAMPERF

VD

FD

S

RC

UCD

TG

SD

SG

SMOKE DAMPER

UNDERCUT DOOR (BY GC)

VOLUME DAMPER

ACCESS DOOR

REHEAT COIL

DUCT CAP

EA

OA

RA

SA

MOD

FC FLEXIBLE CONNECTION

MOTOR OPERATED DAMPER

EXHAUST AIR DUCT UP

RETURN AIR DUCT UP

SUPPLY AIR DUCT UP

OUTSIDE AIR DUCT UP

ALDACOUSTICALLY LINED DUCT(NOT ALWAYS SHOWN)

DUCTWORK

SA OR OADUCT DOWN OR AWAYEA OR RADUCT DOWN OR AWAY

TURNING VANESTV

EQUIPMENT BY OTHERS,CONNECTION BY HC

TIGHT TO STRUCTURE

TEE WITH TURNING VANES

RR

RADIUS ELBOW

BRANCH TAKEOFF

WITHOUT TURNING VANES

WITH TURNING VANES

SQUARE OR RECTANGULAR

SQUARE ELBOW

SQUARE ELBOW

DUCT (R)ISE/(D)ROP

RECTANGULAR TO ROUNDTAKEOFF

ROUND TO ROUNDBRANCH TAKEOFF

FLOOR PLAN SCALE: 1/4" = 1'-0"

r

w

MIN. r = 1.0w

TURNINGVANES

AIR

FLO

W

ACCESS PANEL FORRETURN, EXHAUST,AND OUTSIDE AIR

NOT PERMITTED

DUCT FITTING DETAILSNO SCALE

d= bxab+c

e= cxab+c

d e

b c

a

TEE WITHTURNING VANES

SQUARE TOROUND TRANSITION

w+h2

w x hDUCT

SQUARE OR RECTANGULARBRANCH TAKEOFF

a

a4

NOT PERMITTED WHERE TEEWITH TURNING VANES IS

SHOWN ON PLANS

DUCT ELBOW

SHEET DATES

ISSUE DATE

REVISIONS

H1.1FLOOR PLAN, LEGEND &DETAILS

APR. 3, 2017


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


SHEET DATES

ISSUE DATE

REVISIONS

H3.0DETAILS

APR. 3, 20174 1/2"

3 1/4"

NOTES:- FILL TRAP MANUALLY ON INITIAL START-UP.- TRAP EACH COMPONENT DRAIN CONNECTION.

SQUARE HEADPLUG (TYP.)

PIPE SIZE NOT LESS THANDRAIN PAN CONNECTION SIZE,PITCH AT 1/4" PER FOOT

CONNECTIONAT RTAC

ROOF

PIPE TO WITHIN 6" OF ROOF.EXTEND PIPING SO IT DOESNOT DISCHARGE WHERE ROOFIS PITCHED TO CURB.

NO SCALE

RTAC CONDENSATE DRAIN TRAP PIPING DETAIL

NO SCALE

RTAC AND CURBATTACHMENT DETAIL

RTAC

16 GAUGE MINIMUMPRE-MANUFACTUREDCURB FURNISHED BYMFR. INSTALLED BY H.C.SEE SCHED. FOR TYPEAND HEIGHT.

BLOCKING UNDER CURB BYG.C. AS REQ'D TO RAISE TOP OFCURB HEIGHT ABOVEINSULATION TO ROOFING MFRMINIMUM REQUIREMENTS.

BLOCKING ON TOP OFINSULATION

ROOFING AND FLASHING BYLANDLORD

NEOPRENE GASKET

#12-14 TEK SCREWS 24" O/C -MIN. (6) IN LONG DIMENSION OFUNIT - MIN. (3) IN SHORTDIMENSION OF UNIT

#12-14 TEK SCREWS 24" O/C -MIN. (6) IN LONG DIMENSION OFUNIT - MIN. (3) IN SHORTDIMENSION OF UNIT

SEE STRUCTURAL PLANFOR ADDITIONAL ROOFSUPPORT

NOTE:VERIFY THICKNESS OF ROOFDECK. NOTIFY EXCELENGINEERING IF LESS THAN 22GAUGE.

NON-HURRICANE

NO SCALE

GRILLE PLENUM BOX DETAIL

24 GA. SHEET METALPLENUM BOX. PAINTINTERIOR BLACK.ACOUSTICALLY LINE ATTRANSFER AND RETURNGRILLES AND PAINTFASTENERS BLACK.

MINIMUM 6" DEPTH

GRILLE NECK SIZE

RETURN, EXHAUSTOR TRANSFERGRILLE

FLEXIBLE DUCT(# AS SCHEDULED -EITHER LOCATION)

NO SCALE

TYPICAL RTAC AND CURB DETAIL

NOTE:- H.C. SHALL BLOCK CURB SO TOP OF CURB IS LEVEL.

SUPPLY AIR DUCT - SEEPLAN FOR SIZE ANDCONTINUATION

RETURN AIR DUCT - SEEPLAN FOR SIZE ANDCONTINUATION

ROOF DECK

ROOFING ANDFLASHING BYLANDLORD

FILL VOID BETWEENDECK AND DUCT WITHMINERAL WOOL INSUL.

NTS

R.T.A.C. BASE, NEOPRENEGASKET, CURB BY UNITMFR.

2" RIGID 6 PCF FIBERGLASSINSULATION.

INSULATION BY H.C.

RTAC

CURB FURNISHED BY MFR.INSTALLED BY H.C. SEESCHED. FOR TYPE ANDHEIGHT.

BLOCKING UNDER CURB BYH.C. AS REQ'D TO RAISETOP OF CURB HEIGHTABOVE INSULATION TOROOFING MFR MINIMUMREQUIREMENTS.

(2) LAYERS OF 6" FIBERGLASSBATT INSULATION.

ROOFINSULATION

FLEX CONNECTION

FLEX CONNECTION

-STRIP MALL-NON-HURRICANE

INSULATION PER DUCT SCHEDULE

ROOF DECK

ROOFINSULATION

ROOF CAPAND CURB DETAIL

NOTE:- H.C. SHALL BLOCK CURB SO TOP OF CURB IS LEVEL.

ROOFING ANDFLASHING BYLANDLORD

ROOF OPENING & ANGLE REINFORCINGBY OTHERS

14" HIGH INSULATEDPREFAB CURB.FURNISHED BY MFR.,INSTALLED BY H.C.

ROOF CAPBASE

NO SCALE

BLOCKING UNDER CURB BY H.C. AS REQ'DTO RAISE TOP OF CURB HEIGHT ABOVEINSULATION TO ROOFING MFR MINIMUMREQUIREMENTS.

WEIGHTED GRAVITYBACK DRAFT DAMPER

SEE PLANFOR SIZE

18" M

IN.

E

EE

E

E

TYPICAL PROPOSED SPRINKLER LOCATION.F.P.C. SHALL VERIFY LOCATION ANDQUANTITIES TO MEET CODE REQUIREMENTS.

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106

INTRA-ORALX-RAY

105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111BREAK ROOM

117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


PLBG-ABOVE

ALL PIPING IS TO BE CONCEALED. IFBUILDING CONSTRUCTION DOES NOTPERMIT CONCEALING PIPING,LOCATIONS AND ROUTING ARE TO BEAPPROVED BY ARCHITECT/ OWNERPRIOR TO INSTALLATION.

INDICATES DESIGN CRITERIADESIGNATION (SEE SCHEDULE)

INDICATES SPRINKLERDESIGNATION (SEE SCHEDULE)

DESIGN CRITERIADESIGNATION

LHOG1

- CONTRACTOR SHALL VERIFY DESIGN CRITERIA.

(1) QUICK RESPONSE HEADS.

(2) REDUCE REMOTE AREA FOR AREAS WITH QUICK RESPONSE SPRINKLERS AS PERMITTED BY NFPA 13 VERSION ADOPTED BY AHJ.

SYSTEMTYPEWETWET

HAZARD/COMMODITY

LIGHT HAZARD (1)ORDINARY GROUP 1 (1)

MINIMUMDENSITY

0.10 GPM/S.F.0.15 GPM/S.F.

REMOTEAREA

1,500 S.F. (2)1,500 S.F. (2)

HOSEALLOWANCE

100 GPM250 GPM

SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS.

SPRINKLER REQUIREMENTSLOCATION

A

- CENTER OF TILE LOCATION ESTABLISHED AFTER CEILING GRID IS INSTALLED.

- ALL TEMPERATURES AS LISTED UNLESS OTHERWISE REQUIRED BY NFPA.

- SIDEWALL HEADS ARE ACCEPTABLE IN LIEU OF PENDENT WHERE APPLICABLE.

STYLE

SEMI-RECESSED W/ ESCUTCHEON

TEMPERATURECLASSIFICATION

ORDINARY

FINISH

WHITE

CENTER OF TILE(FOR LAY-IN CEILINGS)

YES

SEE ARCHITECTURAL PLANS FORADDITIONAL INFORMATION.

FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0"

FIRE PROTECTION SPECIFICATIONS

I. GENERAL CONDITIONS

A.SEE SHEET T2.0.

II. GENERAL REQUIREMENTS

A.SEE SHEET T2.0.B.PROVIDE "AS-BUILT" DRAWINGS TO THE OWNER IN AUTOCAD FORMAT.

III.BASIC FIRE PROTECTION REQUIREMENTS

A.PROVIDE A COMPLETE DESIGN/BUILD FIRE PROTECTION SYSTEM FOR THE PROPOSED PROJECT.B.FIRE PROTECTION CONTRACTOR SHALL BE LICENSED BY THE STATE OF ILLINOIS TO FURNISH AND INSTALL

FIRE PROTECTION SYSTEMS.C.CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND SIZING THE DISTRIBUTION SYSTEMS BY

HYDRAULIC CALCULATION, AND SHALL PROVIDE THE NECESSARY ENGINEERING DRAWINGS ANDCALCULATIONS TO OBTAIN ACCEPTANCE OF ALL AUTHORITIES HAVING JURISDICTION.

D.CONTRACTOR SHALL BE RESPONSIBLE FOR STATE OF ILLINOIS SUBMITTAL AND PLAN REVIEW FEES WHENREQUIRED.

E.DRAWINGS INDICATING NEW FIRE PROTECTION SYSTEMS TO BE INSTALLED WITH PIPE SIZES, ETC., ANDCOPY OF SYSTEMS HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE FOLLOWING FOR REVIEW:

1. EXCEL ENGINEERING2. NUMBER OF PRINTS AS REQUIRED TO LOCAL FIRE DEPARTMENT AUTHORITY.3. NUMBER OF PRINTS AS REQUIRED TO OWNER'S INSURING AUTHORITY.

F. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVEOF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION.

G.THE REQUIREMENTS OF MUNICIPAL AND STATE CODES, LAWS, ORDINANCES AND REGULATIONS, AND NFPAARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO THEWORK.

H.COORDINATE WORK WITH OTHER CONTRACTORS AND MAKE ADJUSTMENTS TO THE FIRE PROTECTIONSYSTEM INSTALLATION WHERE IT WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHERTRADES. IF THE FPC INSTALLS WORK BEFORE COORDINATING IT WITH OTHER TRADES SO AS TO CAUSEINTERFERENCE WITH WORK OF OTHER TRADES, THE FPC SHALL MAKE NECESSARY CHANGES IN THE WORKTO CORRECT THE CONDITION WITHOUT EXTRA CHARGES.

I. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR FIRE PROTECTION WORK INSTALLATION UNLESSTHIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCHADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE.

J. LEAVE SYSTEM IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP.1. PROVIDE OPERATING INSTRUCTIONS FOR A TOTAL OF TWO (2) HOURS. MAINTAIN A RECORD OF

OPERATING INSTRUCTION PERIODS. ALL OPERATING INSTRUCTIONS SHALL BE VIDEO TAPED BYCONTRACTOR AND A COPY OF THE TAPE TURNED OVER TO OWNER IN VHS FORMAT.

K. ACCESS PANELS1. CONFER WITH THE OTHER PROJECT CONTRACTORS WITH RESPECT TO ACCESS PANEL LOCATIONS

AND WHEREVER PRACTICAL, GROUP DEVICES IN SUCH A MANNER SO AS TO ELIMINATE AS MANYPANELS AS POSSIBLE.

2. ARCHITECT TO APPROVE ACCESS PANEL LOCATION PRIOR TO INSTALLATION OF EQUIPMENTREQUIRING ACCESS.

3. FURNISH ACCESS PANELS OF ADEQUATE SIZE TO PERMIT ADJUSTMENT OR SERVICE OF CONCEALEDDEVICES. PANELS SHALL BE SUITABLE FOR INSTALLATION IN THE MATERIAL FORMING THE FINISHEDSURFACE, WITH FLUSH METAL FRAME, AND FLUSH HINGED STEEL DOOR WITH FLUSH SCREWDRIVEROPERATED LATCH. PANELS SHALL BE UL LISTED TO CONFORM TO THE FIRE RATING OF THE SURFACEIT IS INSTALLED IN. TURN ACCESS PANEL OVER TO CONTRACTORS SKILLED IN THE CONSTRUCTION OFTHE SURFACES INVOLVED FOR INSTALLATION.

L. ELECTRICAL WORK1. FPC SHALL FURNISH AND INSTALL ALL FLOW AND TAMPER SWITCHES. ALL DEVICES SHALL BE 110 VAC.

PROVIDE TRANSFORMERS AS REQUIRED IF VOLTAGE REQUIREMENT IS LOWER THAN 110 VAC.M.AVAILABLE WATER FLOW DATA

1. FPC IS RESPONSIBLE FOR VERIFYING AND OBTAINING WATER FLOW TEST DATA FOR DESIGN. TESTSTO BE REPRESENTATIVE OF HIGH WATER USE PERIODS.

N.TESTS AND INSPECTIONS1. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CERTIFICATION OF SYSTEMS AND ORDERING

INSPECTIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.2. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF AND TO THE SATISFACTION OF THE OWNER OR

AN AUTHORIZED REPRESENTATIVE.3. INSPECTIONS SHALL BE MADE BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND INSPECTORS

HAVING JURISDICTION.

IV. SUPPORTS AND ANCHORS

A.PROVIDE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH NFPA 13.B. INTERIOR WALL AND FLOOR PIPE SLEEVES: 18 GAUGE GALVANIZED STEEL OR STEEL PIPE, 1" LARGER THAN

OUTSIDE DIAMETER OF THE PIPE, CONDUIT, OR PIPE INSULATION, SUFFICIENT LENGTH TO PASS THRU WALLOR FLOOR. EXTEND SLEEVES IN MECHANICAL ROOM FLOORS 6" ABOVE FINISHED FLOOR.

C.FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS1. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS

THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED.2. WHERE UL FIRE-STOP SYSTEM REQUIRES A SLEEVE, FURNISH AND INSTALL SLEEVES FOR NEW

DRYWALL WALLS, AND CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASONCONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. PROVIDE SLEEVE AND GROUT SLEEVE INEXISTING MASONRY WALLS.

3. INSTALL CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS.D.NON-FIRE RATED INTERIOR WALL AND FLOOR PENETRATIONS

1. FURNISH AND INSTALL SLEEVES FOR NEW CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THEMASON CONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. PROVIDE SLEEVE AND GROUTSLEEVE IN EXISTING MASONRY WALLS.

2. FILL VOID BETWEEN PIPE AND WALLS, FLOOR OR SLEEVE WITH MINERAL WOOL.3. CAULK BOTH SIDES OF NON-RATED WALLS AND FLOORS WITH NON-HARDENING CAULK.4. INSTALL CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS.

E.PIPE PENETRATIONS THROUGH EXTERIOR WALLS1. FILL VOID BETWEEN PIPE AND WALL WITH MINERAL WOOL.2. CAULK BOTH SIDES WITH NON-HARDENING CAULK.

V.IDENTIFICATION

A.PROVIDE IDENTIFICATION PER NFPA 13.

VI. PIPING

A.DESIGN REQUIREMENTS: ALL SYSTEM COMPONENTS SHALL BE RATED FOR THE MAXIMUM WORKINGPRESSURE TO WHICH THEY ARE EXPOSED BUT NOT LESS THAN 175 PSIG.

B.PIPE AND FITTINGS: PROVIDE PER NFPA 13.C.INSTALL PIPE AND FITTINGS IN ACCORDANCE WITH NFPA 13, MANUFACTURERS RECOMMENDATIONS AND

RECOGNIZED INDUSTRY PRACTICES.D.INSTALL PIPING LEVEL, TAKING INTO ACCOUNT DRAINAGE REQUIREMENTS. PIPING SHALL NOT FOLLOW

ROOF PITCH WHERE PITCH CHANGES.E. INSTALL PIPING PARALLEL TO WALLS AND CEILINGS AND AT HEIGHTS WHICH DO NOT OBSTRUCT WINDOWS,

DOORWAYS, STAIRWAYS, OR PASSAGEWAYS. OFFSET OR REROUTE PIPING TO CLEAR INTERFERENCESWHICH DEVELOP IN THE FIELD.

F. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. CONCEALPIPING WITHIN WALLS AND CHASES OR ABOVE CEILINGS.

G.COORDINATE LOCATIONS OF FIRE PROTECTION PIPING WITH PIPING, DUCTWORK, CONDUIT ANDEQUIPMENT OF OTHER TRADES TO ALLOW SUFFICIENT CLEARANCES. CONSULT DRAWINGS FOR EXACTLOCATION OF PIPE SPACES, CEILING HEIGHTS, CEILING GRID LAYOUT, LIGHT FIXTURES AND GRILLESBEFORE INSTALLING PIPING. PIPING SHALL NOT OBSTRUCT ACCESS TO EQUIPMENT.

H.PROVIDE PROTECTIVE SLEEVE COVERING WHERE COPPER OR STEEL PIPING IS EMBEDDED IN MASONRY ORCONCRETE.

I. PROVIDE CLEARANCE FOR ACCESS TO VALVES AND PIPING SPECIALTIES.J. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES NOT PREFINISHED, READY FOR FINISH

PAINTING.K.DO NOT ROUTE PIPING ABOVE TRANSFORMERS, PANELBOARDS, OR SWITCHBOARDS, INCLUDING THE

REQUIRED SERVICE SPACE FOR THIS EQUIPMENT.L. MAINS SHALL BE ROUTED AROUND ELECTRICAL AND COMPUTER ROOMS. ONLY PIPING SERVING THESE

ROOMS ALLOWED IN THE ROOMS.M.PIPING SYSTEM LEAK TESTS

1. CONDUCT PRESSURE TEST WITH WATER. IF LEAKS ARE FOUND, REPAIR THE AREA WITH NEWMATERIALS AND REPEAT THE TEST.

2. TEST PIPING IN SECTIONS OR ENTIRE SYSTEM AS REQUIRED BY SEQUENCE OF CONSTRUCTION. DONOT CONCEAL PIPE UNTIL IT HAS BEEN SUCCESSFULLY TESTED. PROVIDE TEMPORARY RESTRAINTSAT FITTINGS OR EXPANSION JOINTS IF REQUIRED FOR THE ADDITIONAL PRESSURE LOAD UNDER TEST.ENTIRE TEST MUST BE WITNESSED BY THE DIVISION'S REPRESENTATIVE.

3. USE CLEAN WATER AND REMOVE AIR FROM THE PIPING BEING TESTED WHERE POSSIBLE. MEASUREAND RECORD TEST PRESSURE AT THE HIGH POINT IN THE SYSTEM.

4. TEST SYSTEM AT 175 PSI FOR 2 HOURS SHOWING NO LEAKAGE.5. ALL PRESSURE TESTS ARE TO BE DOCUMENTED ON NFPA CONTRACTOR'S MATERIAL AND TEST

CERTIFICATE FORMS.

VII. SPECIALTIES

A.DRAIN (BALL) VALVES1. MANUFACTURERS: NIBCO, APOLLO, CRANE, HAMMOND, WATTS.2. NIBCO 585-70HC OR EQUIVALENT BRONZE TWO PIECE BODY, STAINLESS STEEL BALL AND TRIM, FULL

PORT, LEVER HANDLE, THREADED ENDS.3. PROVIDE DRAIN VALVES AT ALL LOW AND TRAPPED AREAS OF SYSTEM AND WHERE REQUIRED TO

DRAIN RISERS. PROVIDE 3/4" HOSE CONNECTION WITH CAP AT EACH DRAIN CONNECTION.

B. INSPECTOR'S TEST CONNECTION1. NFPA 13 COMPLETE WITH TEST AND DRAIN VALVES, SIGHT GLASS, 3/4" HOSE CONNECTION, AND

SMOOTH BORE CORROSION RESISTANT ORIFICE GIVING A FLOW EQUIVALENT TO ONE SPRINKLER.2. PROVIDE INSPECTOR'S TEST CONNECTION FROM MOST REMOTE END OF SYSTEM.

VIII. AUTOMATIC SPRINKLER SYSTEMS

A.SYSTEM DESCRIPTION1. PROVIDE AUTOMATIC SPRINKLER SYSTEM TO PROTECT BUILDING AREA INDICATED.2. SYSTEM DESIGN SHALL CONFORM TO SYSTEM SCHEDULE ON THE DRAWINGS, AND COMPLY WITH NFPA

13 AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.3. UL LISTED AND LABELED SYSTEM COMPONENTS RATED FOR 175 PSIG MINIMUM OPERATING PRESSURE.4. SIMILAR COMPONENT ITEMS SHALL BE BY THE SAME MANUFACTURER.

B. SPRINKLERS1. MANUFACTURERS: VIKING, STAR SPRINKLER CORPORATION, CENTRAL.2. BRASS BODY AND BODY CAP, COPPER DEFLECTOR, STAINLESS STEEL DEFLECTOR PINS.3. PENDENT (CEILING): VIKING MODEL M, BRASS CASTING FRAME AND DEFLECTOR, GLASS BULB WITH

GLYCERIN SOLUTION, THREAD ON STYLE MODEL E-2.C.INSTALLATION

1. INSTALL SPRINKLER HEADS TO MISS ALL LIGHTS, GRILLES AND ANY OTHER CEILING OBSTRUCTIONS.2. APPLY PAPER COVER OVER SPRINKLER HEADS WHERE CEILING IS TO BE PAINTED OR SPRAYED.

REMOVE PROTECTIVE PAPER COVER AFTER PAINTING OR SPRAYING IS COMPLETED.3. PROVIDE MOUNTABLE METAL BOX OF SPARE HEADS WITH PROPER WRENCH FOR HEAD REPLACEMENT.

SHEET DATES

ISSUE DATE

REVISIONS

FP1.1SPRINKLER PLAN,SCHEDULES AND SPECS

APR. 3, 2017

SANITARY

SUCTIONFEED

3

3

3

U/C

4

U/C

4 U/C4

1'-6"1'-10"

(TYP.)(TYP.)11 1

U/C42

U/C42

U/CU/C

4 2 42

5'-0"

5'-6 1/2"

11'-3 1/2"

11'-3 3/4"

16'-0 1/4"

21'-3 3/4"

22'-1 3/4"

25'-2"

26'-10 1/2"

31'-3 1/4"

33'-0"

38'-5 1/4"

38'-9 3/4"

48'-10 3/4"

49'-3 1/4"

54'-8 1/2"

68'-2"

81'-11 1/2"

3'-2 1/4"

5'-0 3/4"

6'-0 3/4"

6'-7 1/4"

7'-8 1/2"

16'-0 1/4"

21'-6 1/2"

22'-6 1/2"

23'-9 1/2"

26'-3"

29'-0"

41'-0 3/4"

50'-3 3/4"

60'-5 3/4"

61'-8 3/4"

64'-4 1/2"

81'-11 1/2"

2 1/

4"

1'-2

"

1'-9

1/4

"

10'-2

1/2

"

10'-7

3/4

"

12'-2

1/4

"

17'-1

1/2

"

18'-7

1/4

"

20'-9

"

22'-5

"

23'-1

1"

1'-3

"

1'-6

"

3'-1

0"

4'-9

1/4

"

5'-2

"

6'-1

3/4

"

7'-0

1/4

" 9'-1

"

9'-1

"

10'-6

1/2

"

11'-8

1/2

"

13'-7

"26

'-3 1

/4"

40'-0

1/4

"

3/4"

CON

DUIT

2" C

ONDU

IT

3/4"

CO

NDUI

T

2" C

OND

UIT

3/4" CONDUIT

2" CONDUIT

3/4" CO

ND

UIT

2" CO

ND

UIT

3/4" CONDUIT

2" CONDUIT

3/4"

CO

ND

UIT

2" C

ON

DU

IT

3/4" CO

ND

UIT

2" CO

ND

UIT

ALL DIMENSIONS ARE TAKEN OFF THEFINISHED FACE OF THE PERIMETER WALL,AND PULLED TO FIXTURE LOCATIONAND/OR CENTER OF WALL PARTITIONS.

U/C = UTILITY CENTER

U/C = UTILITY CENTER

ALL VACUUM LINES TO BE RANUNDERGROUND . YOU CAN USE ANY WALL ORKNEEWALL. WHEN THERE IS NOMORE WALL, THE VACUUM MUST DUMPUNDERGROUND AT THAT POINT.

PLAN VIEW

1 1/2" VACUUM LINESEE PLUMB. DRAWINGS

RAM-VAC DETAILNO SCALE

1'-4

"

4"

3'-4 3/8"

4"

3" DRAIN LINESEE PLUMB. DRAWINGS

3'-0 3/8"

1NOTES:POWER TO BE BROUGHT UNDER COUNTERTHROUGH 3/4" POWER CONDUIT. 2" DATA CONDUITTO BE RUN UNDERGROUND. (REFER TOELECTRICAL DRAWINGS & DETAIL 3/E0.2)

POWER TO BE BROUGHT THROUGH 3/4" POWERCONDUIT. 2" DATA CONDUIT TO BE RUNUNDERGROUND. (REFER TO ELECTRICALDRAWINGS)

SEE "SLAB LEAVE OUT AT FLOOR DRAIN DETAIL"#D-1/MD FOR ADDITIONAL REQUIREMENTS.

SEE "FLOOR BOX DETAIL" #D-3A/MD FORADDITIONAL REQUIREMENTS.

2

3

4


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


UNDERGROUND UTILITY RISER PLAN SCALE: 1/4" = 1'-0"

SHEET DATES

ISSUE DATE

REVISIONS

U1.1UNDERGROUND UTILITYRISER PLAN AND DETAIL

APR. 3, 2017


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.

CONNECT TO EXISTING PIPING

REMOVE EXISTING

CONNECTION BY PLUMBING CONTRACTOREQUIPMENT BY OTHERS. PLUMBING

HB HOSE BIBB

RI ROUGH IN

ELEVATIONEL

INVERT ELEVATIONIE

FIXTURE UNIT (WATER SUPPLY OR WASTE)X

SITE DRAINSD

FLOOR DRAINFD

OVERFLOW DRAINOF

RD ROOF DRAIN


HEATING CONTRACTOR

AFF

HC

ELECTRICAL CONTRACTOREC

GENERAL CONTRACTORGC

TYPICALTYP.

TTS TIGHT TO STRUCTURE

BJ

TJ

BETWEEN JOISTS

THRU JOISTS

NIC NOT IN CONTRACT

PLUMBING CONTRACTORPC

PRESSURE GAUGE

THERMOMETER

ABBR.SYM. IDENTIFICATIONIDENTIFICATIONSYM. ABBR.

FIRE PROTECTION CONTRACTORFPC

H.O. HUB OUTLET

SHUTOFF VALVE

COLD WATER PIPINGCW

HW HOT WATER PIPING

HWR HOT WATER RETURN PIPING

NON-POTABLE WATER PIPINGNPNP

SA

STORM PIPING ST

SANITARY SEWER PIPING

OVERFLOW CONDUCTOR PIPINGOF

V VENT PIPING

VENT THRU ROOFVTR

GAS PIPINGGG

CLEAN OUTCO

WALL CLEAN OUTWCO

FLOOR CLEAN OUT (FLUSH)FCO

BACKFLOW PREVENTERBFP

PRV PRESSURE REDUCING VALVE

A A AIR PIPING

SOFT WATER PIPINGSOFTS

SA

ST

OF

V V VACUUM PIPING

UNION

PIPING CAP

TEST CONNECTION

WATER HAMMER ARRESTORWHA

CHECK VALVE

BALANCE VALVE

MAX. SPACING BETWEEN PIPE SUPPORTS AND MIN. HANGER ROD SIZESPIPESIZE

1/4" - 1/2"3/4"

1"1 1/4"1 1/2"

2"2 1/2"

3"4"

MAX VERT. (1)(1) SUPPORT AT MINIMUM EVERY FLOOR LEVEL OR SPACING LISTED.(2) SPACING MAY BE INCREASED TO 10' FOR 10' PIPE LENGTHS.

VAPOR8'9'9'9'12'12'12'12'12'15'

STEELNAT. GAS

6'8'8'10'10'10'10'10'10'10'

MIN. ROD3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"

-

WATER5'5'6'7'8'8'9'10'12'10'

COPPERVAPOR

6'7'8'9'10'11'12'12'12'10'

MIN. ROD3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"

-

PVC

4'4'4'4'4'4'4'4'4'10'

CASTIRON (2)

5'5'5'5'5'5'5'5'5'15'

PEX

32"32"32"32"32"----

10'

MIN.ROD3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"

-

PLUMBING SPECIFICATIONS

I. BASIC PLUMBING REQUIREMENTS

A.SEE SHEET T2.0.B. SUBSTITUTIONS: WHERE SUBSTITUTE EQUIPMENT REQUIRES REDESIGN OF ANY PART OF THE PROJECT,

THE COST OF REDESIGN AND ADDITIONAL COSTS OF THE WORK SHALL BE PAID BY THE CONTRACTOR.REDESIGN SHALL BE SUBJECT TO THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION OVER THEWORK INCLUDING THE ARCHITECT/ENGINEER.

C.PLUMBING CONTRACTOR SHALL VERIFY REQUIREMENTS FOR TEMPORARY WATER WITH GENERALCONTRACTOR AND INCLUDE IN HIS SCOPE OF WORK WHEN DIRECTED BY G.C.. INSTALL IN ACCORDANCEWITH ALL CODE AND OSHA REQUIREMENTS FOR CONSTRUCTION PROJECTS.

D.DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVEOF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION.

E. PROVIDE ALL STATE AND LOCAL PERMITS AND ANY OTHER RELATED FEES.F. REGULATORY REQUIREMENTS

1. PROVIDE CERTIFICATE OF COMPLIANCE FROM AUTHORITY HAVING JURISDICTION INDICATINGAPPROVAL BACKFLOW PREVENTION DEVICES INSTALLATION.

2. PERFORM WORK PER ALL LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS HAVINGJURISDICTION.

G.COORDINATE INSTALLATION OF PLUMBING WORK WITH THE OTHER CONTRACTORS AND THE EXISTINGBUILIDNG TO AVOID CONFLICTS WITH OTHER WORK.

H. VERIFY CONNECTION REQUIREMENTS FOR EQUIPMENT FURNISHED BY OTHERS WITH FINAL SHOPDRAWINGS.

I. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR PLUMBING WORK INSTALLATION UNLESS THISWORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENTSURFACES.

J. P.C. SHALL PROVIDE SAWCUTTING, EXCAVATION, AND BACKFILL OF EXISTING FLOORS AS REQUIRED FORINSTALLATION OF NEW UNDERGROUND PIPING. P.C. SHALL PROVIDE CONCRETE IN REMOVED AREA OFTHICKNESS TO MATCH EXISTING, AND WITH REINFORCING PER FLOOR SLAB SPECIFICATIONS. PROVIDEDOWELS INTO EXISTING FLOOR SLAB. DOWEL DIAMETER SHALL BE MINIMUM ONE EIGHTH OF FLOOR SLABTHICKNESS. DOWEL LENGTH SHALL BE 12” FOR SLABS LESS THAN 6” THICK, 16” FOR SLABS 6-7” THICK, 18”FOR SLABS 8-9” THICK, AND 20” FOR SLABS GREATER THAN 9” THICK. DOWELS SHALL BE SPACED 12” O.C.

K.FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS1. SLEEVE REQUIRED FOR PENETRATION OF CONCRETE AND MASONRY WALLS AND FLOORS.2. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS

THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED3. WHERE A SLEEVE IS REQUIRED, FURNISH AND INSTALL SLEEVES FOR NEW DRYWALL WALLS AND

CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASON CONTRACTOR FOR INSTALLATIONIN NEW MASONRY WALLS. PROVIDE SLEEVE AND GROUT SLEEVE IN EXISTING MASONRY WALLS.

L. PROJECT COMPLETION1. CLEAN FIXTURES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL

CLEAN-UP.2. REMOVE, CLEAN AND REPLACE AERATORS AFTER FLUSHING WATER PIPING.3. AS-BUILT DRAWINGS SHALL BE MARKED ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL

REVISIONS.M.ACCESS

1. FURNISH ACCESS PANELS OF ADEQUATE SIZE TO PERMIT SERVICE OF EQUIPMENT, VALVES, OR OTHERSPECIALTIES WHICH REQUIRE MAINTENANCE OR ADJUSTMENT WHICH ARE INSTALLED BEHIND WALLSOR ABOVE CEILING SURFACES.

2. PANELS SHALL BE SUITABLE FOR INSTALLATION IN THE MATERIAL FORMING THE FINISHED SURFACE,WITH FLUSH METAL FRAME, FLUSH HINGED STEEL DOOR, FLUSH SCREWDRIVER OPERATED LATCH.

3. PANELS UL LISTED TO CONFORM TO THE FIRE RATING OF THE SURFACE INSTALLED IN.4. TURN ACCESS PANEL OVER TO CONTRACTOR SKILLED IN THE CONSTRUCTION OF THE SURFACES

INVOLVED FOR INSTALLATION.5. ARCHITECT TO APPROVE ACCESS PANEL LOCATION PRIOR TO INSTALLATION OF EQUIPMENT

REQUIRING ACCESS.6. COORDINATE WITH THE OTHER CONTRACTORS AND WHEREVER PRACTICAL, GROUP DEVICES IN SUCH

A MANNER SO AS TO MINIMIZE PANELS.

II. FINISH AND PAINTING

A.COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. P.C.SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING.

B. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION,REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER.

C.WHERE THE PLUMBING CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE INACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION.

III.PIPE AND EQUIPMENT HANGERS AND SUPPORTS

A.MANUFACTURERS: B-LINE, EMPIRE INDUSTIRES, GLOBAL PIPE HANGER PRODUCTS, GRINNEL, NATIONALPIPE HANGER, UNI STRUT.

B. SEE SCHEDULE ON PLANS FOR HANGER SPACING.C.CONFORM TO ASME B31.9 AND MANUFACTURER'S STANDARDIZATION SOCIETY (MSS) SP-58-2009.D. ANGLES, CHANNELS, AND BEAMS: ASTM A36 AND A572 AS REQUIRED.E. PIPE HANGERS/SUPPORTS- MATERIALS

1. THREADED ROD: MILD STEEL BLACK OR ZINC PLATED FINISH.2. ADJUSTABLE SWIVEL RING MSS SP-58 TYPE 10, B-LINE FIGURE B31703. LIGHT DUTY CLEVIS: MSS SP-58 TYPE 1, B-LINE FIGURE B31044. STANDARD CLEVIS: MSS SP-58 TYPE 1, B-LINE FIGURE B31005. INSULATION PROTECTION SHIELDS: MSS SP-58 TYPE 40, B-LINE FIGURE B3151.6. V BOTTOM CLEVIS HANGER: MSS SP-58 TYPE 1, B-LINE FIGURE B3106 AND FIGURE B3106V

PRE-GALVANIZED PLASTIC PIPE SUPPORT CHANNEL FOR PEX PIPING TO INCREASE HANGER SPACING.7. PRE-INSULATED SUPPORT:

a. B-LINE FIGURE B338* WATER-REPELLENT TREATED TYPE I CALCIUM SILICATE INSULATION WITHPRE-GALVANIZED STEEL JACKET, OR TYPE II CELLULAR GLASS, INSULATION THICKNESS SAME ASADJACENT PIPE INSULATION.

b. COLD PIPING: INSERT WITH A VAPOR BARRIER, EXTEND INSERT 2” BEYOND STEEL JACKET.c. INSERT AND SHIELD SHALL COVER ENTIRE CIRCUMFERENCE OF PIPE FOR TRAPEZE OR CLAMPED

SYSTEMS.d. INSERT AND SHIELD SHALL COVER LOWER 180 DEGREE OF PIPE FOR CLEVIS OR BAND HANGERS.

F. HANGERS FOR INSULATED PIPING (UNLESS SPECIFIED OTHERWISE)1. HANGER SIZE SHALL BE PIPE SIZE OR OVERSIZED FOR INSULATION.2. HANGERS IN CONTACT WITH COPPER PIPING SHALL BE COPPER OR PLASTIC COATED OR SHALL BE

OVERSIZED FOR INSULATION TO BE CONTINUOUS THRU HANGER.3. PROVIDE INSULATION PROTECTION SHIELDS OR PRE-INSULATED SUPPORT WHEN OVERSIZED

HANGERS ARE USED.4. IF OVERSIZED HANGERS ARE NOT USED, INSULATION SHALL COVER ALL PORTIONS OF THE PIPE AND

THE HANGER.G.HANGERS FOR PLASTIC PIPING SHALL BE FREE OF ROUGH OR SHARP EDGES THAT COULD DAMAGE PIPE.H.INSTALL ADDITIONAL HANGER WITHIN 12” OF ELBOWS AND TEES.I. INSTALL ADDITIONAL ATTACHMENTS AT CONCENTRATED LOADS, INCLUDING VALVES, FLANGES, ANDSTRAINERS NPS 2-1/2” AND LARGER.

J. INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENTWILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. ADJUST HANGERS TO DISTRIBUTE LOADSEQUALLY ON ATTACHMENTS AND TO PROVIDE INDICATED PIPE SLOPES.

K. STRUT SYSTEM1. COMPLY WITH THE LATEST REVISION OF MFMA STANDARDS PUBLICATION NUMBER MFMA-3, “METALFRAMING STANDARDS PUBLICATION”.

2. INSTALL STRUT IN ACCORDANCE WITH MFMA-102 “GUIDELINES FOR THE USE OF METAL FRAMING”; INACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATONS, AND WITH RECOGNIZEDINDUSTRY PRACTICES.

3. COLD FORMED LOW CARBON STEEL METAL FRAMING CHANNEL STRUT: B-LINE TYPE B CHANNEL.4. MANUFACTURER'S STANDARD FINISH OR PLAIN FINISH UNLESS INSTALLED OUTDOORS, OR IN WET

LOCATIONS.5. 1-5/8 INCHES WIDE IN VARYING HEIGHTS AND WELDED COMBINATIONS AS REQUIRED TO MEET LOAD

CAPACITIES.6. PIPE CLAMP: B-LINE B2000 SERIES. ALL PIPES SHALL BE CLAMPED TO THE STRUT.7. INSULATION SHALL BE CONTINUOUS THRU STRUT PIPE CLAMPS, PROVIDE PRE-INSULATED SUPPORT

OR INSULATION PROTECTION SHIELD AND PIPE CLAMP SIZED FOR INSULATION O.D..

IV. MECHANICAL IDENTIFICATION

A.NAMEPLATES1. MANUFACTURERS: W.H. BRADY, AND SETON NAME PLATE COMPANY.2. 3/4" HIGH, 1/16" THICK PLASTIC WITH ENGRAVED WHITE LETTERS ON BLACK BACKGROUND COLOR,

SCREW OR ADHESIVE MOUNTING.3. PROVIDE AT CONTROL PANELS, STARTERS, MAJOR CONTROL COMPONENTS OUTSIDE PANELS, AND

WATER TREATMENT DEVICES.B. VALVE TAGS

1. MANUFACTURERS: W.H. BRADY, AND SETON NAME PLATE COMPANY.

2. PLASTIC TAGS: 1-1/2" DIAMETER, 1/16" THICK LAMINATE PLASTIC WITH ENGRAVED LETTERS.3. TYPEWRITTEN LETTER SIZE CHART.4. PROVIDE AT MAIN AND BRANCH PIPING VALVES. DRAIN VALVES DO NOT HAVE TO BE TAGGED.

FIXTURE STOPS SHALL NOT BE TAGGED.C.SIGNAGE

1. MANUFACTURERS: W.H. BRADY, MY SAFETY SIGN AND SETON NAME PLATE COMPANY.2.PLASTIC SIGN: MIN 4” WIDE X 2” HIGH, 1/16" THICK LAMINATE PLASTIC WITH ENGRAVED LETTERS. TWO

HOLES PUNCHED, WITH VALVE CHAIN. WHITE BACKGROUND W/ RED LETTERS.3. PROVIDE AT MAIN WATER SHUTOFF VALVE IN MECHICAL ROOM FOR ASPEN DENTAL.

D.PIPE IDENTIFICATION1. PROVIDE AT CONCEALED AND EXPOSED PIPING. IDENTIFY PIPE SERVICE AND FLOW DIRECTION.2. LOCATE IDENTIFICATION NOT-TO-EXCEED 25 FEET FOR PIPING ABOVE CEILINGS.3. LOCATE IDENTIFICATION NOT-TO-EXCEED 60 FEET FOR EXPOSED PIPING. MINIMUM ONE LOCATION PER

ROOM.4. LABEL PIPING DOWNSTREAM OF BACKFLOW PREVENTERS FOR INTENDED USE.5. STENCILS: 2" HIGH LETTERS, SEMI-GLOSS ENAMEL BLACK PAINT.6. PIPE MARKERS

a. MANUFACTURERS: W.H. BRADY, AND SETON NAMEPLATE COMPANY.b. FLEXIBLE VINYL FILM TAPE WITH PRESSURE SENSITIVE ADHESIVE BACKING AND PRINTED MARKINGS;

SECURE WITH 2" WIDE TAPE WITH ARROWS INDICATING FLOW.

V.INSULATION

A.GENERAL1. INSULATION SYSTEMS SHALL MEET UL-723 REQUIREMENTS OF MAX. FIRE HAZARD CLASSIFICATION OF

25, AND MAX. FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED OF 50 WHEN INSTALLED INRETURN AIR PLENUMS.

2. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND MICA PUBLICATION"COMMERCIAL AND INDUSTRIAL STANDARDS", 1999 FIFTH EDITION.

3. INSULATE ENTIRE PIPING SYSTEM INCLUDING VALVES AND FITTINGS PER MICA INSULATIONSTANDARDS PLATES 10 THRU 18.

4. TAPER AND SEAL ALL INSULATION ENDS.5. CONTINUE INSULATION WITHOUT INTERRUPTIONS THROUGH WALLS, SLEEVES, AND HANGERS.

B.FIBERGLASS (F.G.) INSULATION1. MANUFACTURERS: OWENS CORNING (O.C.) FIBERGLASS CORPORATION, CERTAINTEED, KNAUF, AND

JOHNS MANVILLE.2. RIGID PIPING: 'K' VALUE 0.24, DOUBLE ADHESIVE SELF-SEALING LAP SYSTEM FOR LONGITUDINAL JOINT,

ALL SERVICE JACKET VAPOR BARRIER COVERING. INSULATION SHALL MEET ASTM E84 FLAME SPREADSMOKE DEVELOPED INDEX OF 25/50.

3. VALVES, FITTINGS, AND FLANGE COVERS: HIGH IMPACT WHITE PVC, 0.02" THICK, WITH PRECUTFIBERGLASS INSERTS.

C.CLOSED CELL INSULATION1. MANUFACTURERS: ARMSTRONG, IMCOA, AND RUBATEX.2. ELASTOMERIC MATERIAL, 'K' VALUE 0.27, 6 LB./CU. FT., MAXIMUM TEMPERATURE 180 DEG F. SYNTHETIC

RUBBER BASE ADHESIVE WITH SYNTHETIC RESINS AND FILLERS. INSULATION SHALL MEET ASTM E84FLAME SPREAD SMOKE DEVELOPED INDEX OF 25/50.

VI. EXCAVATION AND BACKFILL

A.EXCAVATING1. P.C. SHALL EXCAVATE AND BACKFILL TRENCHES FOR PLUMBING WORK.2. BRACE OR CRIB ALL EXCAVATGION AND PUMP ALL WATER WHERE REQUIRED TO PREVENT CAVING.3. EXCAVATE MINIMUM 4" BELOW BOTTOM OF PIPE IF STONE GREATER THAN 1" IS ENCOUNTERED.4. REMOVE UNSTABLE AREAS OF SUBGRADE BELOW PIPE TO MINIMUM 24" BELOW PIPE. BACKFILL WITH

PEA GRAVEL, LIMESTONE SCREENINGS, OR EQUIVALENT AND COMPACT TO DENSITY EQUAL TOREQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIAL.

B.BACKFILL AND COMPACTION SHALL MEET REQUIREMENTS SPECIFIED ELSEWHERE FOR AREA OFEXCAVATION.

VII. PIPING

A.PIPING INSTALLATION1. FIELD VERIFY EXISTING SEWER ELEVATIONS AND SIZES BEFORE BEGINNING BUILDING ROUGH-IN AND

NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY VARIATION OF THE ELEVATIONS BEFOREBEGINNING ANY SEWER AND BUILDING DRAIN WORK.

2. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS AREDIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONALOFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. ROUTE PIPING INORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENTTO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT.

3. PREPARE EXPOSED UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING.4. CAP ALL PIPE OPENINGS DURING CONSTRUCTION TO PREVENT FOREIGN MATTER FROM ENTERING THE

PIPE. ALL PIPING SHALL BE FULLY CLEANED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS.5.PROTECT COPPER AND PLASTIC PIPE IN STUD WALLS WITH MINIMUM 1/16” SHIELD PLATES EXTENDING

BEYOND THE PIPE IN ALL DIRECTIONS.6. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH-IN.

ADJUST ROUGH-IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS.7. RUN ALL DRAIN LINES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR / HUB DRAINS. DRAINLINES SHALL BE HARD DRAWN COPPER INSTALLED WITH A MINIMUM OF 1/8” PER FOOT SLOPE. NODRAIN LINE SHALL BE SMALLER THAN ¾”. INSTALL A TEE AT EACH ELBOW OF CONDENSATE DRAINPIPING WITH A CLEANOUT PLUG ON THE BLIND TEE.

8. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.9. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS.10. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS.11. SLOPE SANITARY PIPE 2" AND SMALLER 1/4" PER FOOT; 2-1/2" AND LARGER PIPING 1/8" PER FOOT.12. PIPING INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF EXTERIOR

WALL INSULATION AND ONLY WHEN APPROVED BY THE ENGINEER. WHEREVER POSSIBLE, AVOIDROUTING DOMESTIC WATER SUPPLY PIPING IN EXTERIOR WALLS.

B. WATER PIPING TESTING AND BALANCING1. TEST WATER DISTRIBUTION SYSTEM UNDER A WATER PRESSURE OF 100-PSI GAUGE WITH POTABLE

WATER FOR A PERIOD OF (4) HOURS.2. FLUSH ALL NEW PIPING AND VERIFY THAT SUFFICIENT WATER FLOW, PRESSURE AND TEMPERATURE

ARE AVAILABLE AT EACH OUTLET AND EQUIPMENT CONNECTION.3. BALANCE CIRCULATING HOT WATER SYSTEM TO INSURE PROPER CIRCULATION OF HOT WATER IN THE

SYSTEM WITH HOT WATER AVAILABLE TO ALL FIXTURES AND CONNECTIONS.C.DISINFECTION OF DOMESTIC WATER PIPING SYSTEM

1. FLUSH AND DISINFECT WATER SUPPLY SYSTEM IN ACCORDANCE WITH APPLICABLE STATE PLUMBINGCODE.

D.WATER SYSTEM VALVES1. MANUFACTURERS: NIBCO, APOLLO, HAMMOND, MILWAUKEE, KEYSTONE, CENTERLINE, DEZURIK,

CRANE, MUELLER, POWELL, AND GRINNELL.2. BALL VALVES 2" AND SMALLER: NIBCO MODEL S-FP-600A, CHROME PLATED BRASS BALL, TWO PIECE

BRONZE BODY, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH BALANCINGSTOPS AND VALVE STEM EXTENSIONS FOR INSULATED PIPING, SOLDER ENDS; 600 PSI WOG, NSF 61LISTED.

3. BALL VALVES 1” AND SMALLER (PEX): APOLLO 77X SERIES, BRONZE THREE PIECE BODY, CHROMEPLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH VALVEEXTENSIONS FOR INSULATED PIPING, CRIMP JOINT ENDS, 200 PSI WOG, NSF 61 LISTED.

4. BUTTERFLY VALVES 2-1/2" AND LARGER: WATTS BF-03-NSF, CAST OR DUCTILE IRON BODY WITHRESILIENT REPLACEABLE EPDM SEAT, LUG ENDS, STAINLESS STEEL SHAFT WITH TEFLON, NYLATRONOR ACETAL BEARINGS, EXTENDED NECK; BUBBLETIGHT TO 175 PSIG WITH NO DOWNSTREAMFLANGE/PIPE ATTACHED. ALUMINUM BRONZE DISC. INFINITE POSITION LEVER HANDLE OPERATOR,NSF 61 LISTED.

5. BALANCE VALVES 2" AND SMALLER (MANUFACTURERS: BELL & GOSSETT A-549LFP(C), NIBCO, FLOWSET,ARMSTRONG, AND TOUR AND ANDERSON): BRONZE BODY WITH CALIBRATED BRASS ORIFICE ORVENTURI, MEMORY STOP, SOLDERED ENDS AND PRESSURE TAPS. 125 PSIG RATING AT 240 DEG F. NSF61 ANNEX G LISTED LEAD FREE.

6. DRAIN VALVES: SHUTOFF VALVES WITH THREADED HOSE ADAPTER, CAP, AND CHAIN. PROVIDE FORCOMPLETE SYSTEM DRAINAGE, AND WHERE DETAILED. NSF 61 LISTED.

7. SPRING LOADED CHECK VALVES 2" AND SMALLER: NIBCO MODEL 480-Y-LF, BRONZE BODY, TFE SEATAND DISC, STAINLESS STEEL SPRING, THREADED ENDS, CLASS 125, NSF 61 ANNEX G LISTED LEAD FREE.

8. SPRING LOADED CHECK VALVES 2-1/2" AND LARGER: NIBCO MODEL 910-LF, CAST IRON BODY, BRONZEDISC, BRONZE TRIM, BRONZE OR EDPM SEAT, STAINLESS STEEL SPRING, CLASS 125, NSF 61 ANNEX GLISTED LEAD FREE.

9. INSTALL VALVE STEM BETWEEN THE VERTICAL (UPRIGHT) OR HORIZONTAL POSITION.10. DO NOT SUPPORT WEIGHT OF PIPING ON VALVE.

VIII. PLUMBING SPECIALTIES

A.PRESSURE GAUGES AND THERMOMETERS1. MANUFACTURERS: H.O. TRERICE, U.S. GAUGE, ASHCROFT, MARSH, WEISS, AND WEKSLER.2. PRESSURE GAUGES: CAST ALUMINUM CASE, PHOSPHOR BRONZE BOURDON TUBE, GLYCERINE LIQUID

FILLED, 4-1/2" DIAMETER, GAUGE COCK AND PULSATION DAMPER. 0-100 PSIG SCALE RANGE, 1 PSIG

MINIMUM INCREMENT.3. STEM THERMOMETERS: ASTM E1, RED APPEARING MERCURY, CAST ALUMINUM CASE WITH ENAMEL

FINISH, CAST ALUMINUM ADJUSTABLE JOINT WITH POSITIVE LOCKING DEVICE, 9" SCALE, 3/4" NPT BRASSSTEM, STEMS WITH EXTENSIONS AS REQUIRED FOR INSULATION. 30-240 DEG. F SCALE RANGE, 2 DEG FMINIMUM INCREMENTS.

4. EXTEND NIPPLES AND SYPHONS TO ALLOW INSULATION CLEARANCE.5. INSTALL WHERE READ FROM NORMAL OPERATING LEVEL.6. CALIBRATE FOR ACCURACY.

B. WATER HAMMER ARRESTORS1. MANUFACTURERS: PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WATTS.2. ANSI A112.26.1, SIZED IN ACCORDANCE WITH PDI STANDARD WH-201.3. INSTALL WITH ACCESSIBLE ISOLATION VALVE.

C.AIR ADMITTANCE VALVES NOT PERMITTED.

IX. PLUMBING FIXTURES

A.FIXTURES1. LIKE FIXTURES SHALL BE THE PRODUCT OF THE SAME MANUFACTURER.2. SAFETY COVERS OVER EXPOSED WASTE AND SUPPLY PIPING AT ADA ACCESSIBLE FIXTURES SHALL BE

LAV-GUARD BY TRUEBRO OR EQUIVALENT.B. INSTALLATION

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.2. PROVIDE CHROME PLATED RIGID SUPPLIES TO FIXTURES WITH STOPS, REDUCERS, AND

ESCUTCHEONS.3. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH MILDEW-RESISTANT SILICONE SEALANT, COLOR

TO MATCH FIXTURE.4. REVIEW ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING

FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET THE MOSTCURRENT APPLICABLE ADA GUIDELINES AND/OR ANSI REQUIREMENTS FOR CLEARANCE AND ACCESS.

5. EXPOSED TRAPS, PIPING, AND ESCUTCHEONS SHALL BE CHROME PLATED BRASS.

X.COMPRESSED AIR PIPING

A.PIPING INSTALLATION1. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS ARE

DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONALOFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. ROUTE PIPING INORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENTTO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT.

2. PREPARE EXPOSED UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING.3. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.4. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS.5. PROVIDE CLEARANCE FOR ACCESS TO VALVES AND FITTINGS.6. ALL TAKEOFFS SHALL BE FROM THE TOP OF THE PIPIING.7. INSTALL VALVE STEM BETWEEN THE VERTICAL (UPRIGHT) OR HORIZONTAL POSITION.8. DO NOT SUPPORT WEIGHT OF PIPING ON VALVE.

B.UNIONS AND FLANGES1. COPPER PIPE 2" AND SMALLER: BRONZE, SOLDERED JOINTS.

C.VALVES1. MANUFACTURERS: NIBCO, APOLLO, HAMMOND, MILWAUKEE, KEYSTONE, CENTERLINE, DEZURIK,

CRANE, MUELLER, POWELL, AND GRINNELL.2. BALL VALVES 2" AND SMALLER (MAIN PIPING): NIBCO MODEL T-585-70, CHROME PLATED BRASS BALL,

TWO PIECE BRONZE BODY, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE,THREADED ENDS; 600 PSI WOG.

3. BALL VALVES 1" AND SMALLER (BRANCH PIPING TO EQUIPMENT): NIBCO MODEL T-585-70-SV, CHROMEPLATED BRASS BALL, TWO PIECE BRONZE BODY, FULL PORT, TEFLON SEATS AND STUFFING BOX RING,LEVER HANDLE, THREADED ENDS, SAFETY VENT FOR PRESSURE RELIEF OF DOWNSTREAM PIPING TOEQUIPMENT; 600 PSI WOG.

XI. NATURAL GAS PIPING AND ACCESSORIES

A.COORDINATE INSTALLATION OF GAS SERVICE WITH GAS UTILITY. CONTACT GAS UTILITY TO ARRANGESERVICE AND ASSIST OWNER IN APPLYING FOR NEW SERVICE.

B.PIPING1. INSTALL, INSPECT, TEST, AND PURGE GAS PIPING IN CONFORMANCE WITH NFPA 54 AND GAS UTILITY

COMPANY.2. MAKE BRANCH CONNECTIONS TO THE MAIN FROM THE TOP OR SIDE.3. PAINT EXTERIOR GAS PIPING NOT LOCATED ON THE ROOF WITH TWO (2) COATS RUST RESISTANT

PAINT, COLOR TO MATCH ADJACENT SURFACE.C.GAS VALVES

1. UL LISTED FOR USE AS NATURAL GAS SHUTOFF.2. BALL VALVES (MANUFACTURERS: NIBCO 585-70UL, WATTS B6000UL): BRONZE BODY, THREADED ENDS,

CHROME PLATED BRONZE BALL, FULL PORT, TEFLON SEAT, BLOWOUT-PROOF STEM, TWO-PIECECONSTRUCTION, 150 PSIG WORKING PRESSURE.

3. PLUG VALVES (MANUFACTURERS: DEZURIK PEC, HOMESTEAD SERIES 120): CAST IRON BODY,FLANGED ENDS, BRONZE BEARINGS, ELECTROLESS NICKEL PLATED CAST IRON PLUG WITH HYCARRESILIENT PLUG SEAL, BUNA-N STEM SEAL PACKING, LEVER ACTUATOR, 175 PSIG WOG.

4. PROVIDE A MAIN GAS LINE SHUTOFF VALVE IMMEDIATELY AFTER THE METER CONNECTION.D.GAS PRESSURE REGULATORS

1. CAST IRON BODY, ALUMINUM SPRING CASE, ALUMINUM ORIFICE, BUNA-N DIAPHRAGM, INTERNAL RELIEFVALVE SET TO RELIEVE AT 7-10” W.C. ABOVE NORMAL OUTLET PRESSURE SETTING OF 7” WC., TOPCOATENAMEL.

2. SENSUS MODELS 496.3. FOR REGULATORS INSTALLED INDOORS, PIPE THE RELIEF VALVE VENT FULL SIZE TO THE OUTSIDE OF

THE BUILDING AT A NON-HAZARDOUS LOCATION. INCREASE VENT SIZE ONE PIPE SIZE IF VENT LENGTHEXCEEDS 10 FEET. TERMINATE WITH AN ELBOW DOWN WITH A SCREEN OVER THE OPENING. DO NOTCOMBINE VENTS.

4. MAXITROL 325 SERIES WITH VENT LIMITER ARE PERMITTED FOR INDOOR APPLICATIONS WHERESUPPLYING LESS THAN 300,000 BTUH.

5. FOR REGULATORS INSTALLED OUTDOORS, POSITION THE REGULATOR SO THE RELIEF VALVE VENT ISFACING DOWN OR INSTALL ELBOW FACING DOWN A MINIMUM 10 FEET FROM AN OUTSIDE AIR INTAKEAND 5 FEET FROM A GAS FLUE DISCHARGE.

NOTE:P.C. SHALL PROVIDE PRODUCT SUBMITTALS TO ADMI FOR REVIEW ANDAPPROVAL IF PEX PIPE IS USED IN LIEU OF COPPER.

PIPE SCHEDULE

SERVICE

WATER

SAN. SEWER,DRAIN, WASTE,

AND VENT

GAS

AIR

VACUUM

- WHERE MULTIPLE PIPE MATERIALS ARE LISTED, CONTRACTOR MAY CHOOSE FROM THOSE LISTED, UNLESS DRAWINGS SPECIFICALLY INDICATE PIPE MATERIAL.

(1) NO JOINTS PERMITTED UNDERGROUND.

(2) PROVIDE PRESSURIZED DEEP SOCKET LONG SWEEP AND WYE TYPE PATTERN FITTINGS. NO SHORT SWEEP 90'S OR TEES PERMITTED.

APPLICATION

ABOVE GROUNDINSIDE BUILDING

UNDERGROUNDINSIDE BUILDING

ABOVE GROUNDINSIDE BUILDING

UNDER GROUNDINSIDE BUILDING

ABOVE GROUND

ABOVE GROUNDINSIDE BLDG

UNDERGROUNDINSIDE BUILDING

INSIDE BLDG

PIPE

MATERIAL

COPPER

PEX

COPPER

PEX

PVC

HUBLESSCAST IRON

PVC

CAST IRON

BLACK STEEL

COPPER

COPPER

PVC

PIPE

STANDARD

ASTM B42, B88TYPE L

HARD DRAWNASTM F876ASTM F877

NSF P171 CL-RASTM B42, B88

TYPE KANNEALED TUBING

ASTM F876ASTM F877ASTM F2023

ASTM D1785, D2665DWV

ASTM A888,CISPI 301,SERVICE WEIGHT

ASTM D1785, D2665SCHEDULE 40

ASTM A74, ASTM A888, CISPI 301

SERVICE WEIGHTASTM A53, GRADE B

TYPE E OR S,SCHEDULE 40

ASTM B88TYPE L

HARD DRAWNASTM B88

TYPE KANNEALED TUBINGASTM D1785, D2665

SCHEDULE 40

FITTINGS

ANSI B16.15, B16.18,B16.22, B16.23, B16.26

B16.29, B16.32

ASTM F1807

ANSI B16.15, B16.18,B16.22, B16.23, B16.26

B16.29, B16.32

ASTM F1807

PVCASTM D2665, F1866

CAST IRONASTM B16.1, B16.4, B16.12

PVCASTM D2466, F1866

CAST IRONASTM B16.1, B16.4, B16.12

ANSI B16.3MALLEABLE IRON,

CLASS 150ANSI B16.22 WROUGHTCOPPER AND BRONZE

ANSI B16.22 WROUGHTCOPPER AND BRONZE

PVCASTM D2466, D2467, F409

(2)

JOINTS

LEAD FREE SOLDER

PER MFR REQUIREMENTS

AWS A5.8 BCuPSILVER BRAZE

(1)

PER MFR REQUIREMENTS

ASTM F656 SOLVENTWELD WITH ASTM D2564

SOLVENT CEMENTCISPI 310 S.S. CLAMP & SHIELD

W/ ASTM C564 RUBBER SEALINGSLEEVE. HVY DUTY FOR SIZES >4".

ASTM F656 SOLVENTWELD WITH ASTM D2564

SOLVENT CEMENTCISPI 310 S.S. CLAMP & SHIELD

W/ ASTM C564 RUBBER SEALINGSLEEVE. HVY DUTY FOR SIZES >4".

THREADED

ASTM B32GRADE 95TA SOLDER

AWS A5.8 BCuPSILVER BRAZE

(1)ASTM F656 SOLVENT

WELD WITH ASTM D2564SOLVENT CEMENT

INSULATION SCHEDULESERVICE

COLD WATER

COLD WATER

COLD WATER (PEX)

H.W. & H.W.R. ON RECIRC. LOOP

H.W. BRANCH NOT ON RECIRC. LOOP

H.W.

NR = NOT REQUIRED

INSULATION NOTES(1) INSULATE METERS, VALVES, BACKFLOW PREVENTERS AND ALL INLINE EQUIPMENT.(10) INSULATION NOT REQUIRED FOR EXPOSED FINAL PIPING CONNECTIONS TO FIXTURES.

LOCATION

GENERAL BUILDING

IN WALLS

ALL

GENERAL BUILDING

GENERAL BUILDING

IN WALLS

INSULATIONTHICKNESS & TYPE

1/2" RIGID F.G. OR CLOSED CELL (1) (10)

1/2" CLOSED CELL (10)

NR

1" RIGID F.G. OR CLOSED CELL (10)

1/2" RIGID F.G. OR CLOSED CELL (10)

1/2" CLOSED CELL

INSULATIONJACKET

NR

NR

NR

NR

NR

NR

SHEET DATES

ISSUE DATE

REVISIONS

P0.1LEGEND, SPECIFICATIONS,& GENERAL SCHEDULES

APR. 3, 2017

WALL

CHROME PLATED STEELESCUTCHEON PLATETIGHT TO WALL.

1/4 TURN ANGLEBODY SUPPLY STOPWITH HANDLE.

ANGLE STOP DETAILNO SCALE

NO EXPOSED PIPINGPERMITTED BETWEENSUPPLY STOP ANDESCUTCHEON.

COPPER SUPPLY PIPEFROM PEX RISER INWALL. PEX NOT TO BESTUBBED OUT OFWALL.

RISER

11

2

9

10

3

12

15

4

5

6

1

7

4

44

4

5

1

2

SA SA SA SA SA

SASA

SA

4" UPTO FCO

SA SA

SA SA SA SA SA SA SA

SA

SASA

SA

V. UP

V. UPV. UP

V. UP

V. UP

13 14

EX. 4

"

4" UPTO FCO

4" 4" 4"

4" 4" 4"

4" UPTO FCO

4" UPTO FCO

4" 4"4"4"4"

4"4"

4"

4" UPTO FCO

V. UP

4"

STRUCTURAL COORDINATION NOTES:- CLOSELY COORDINATE THE PLUMBING INSTALLATION WITH THESTRUCTURE, OTHER TRADES, AND CORRESPONDING OBSTRUCTIONS. SETINVERT ELEVATIONS OF ALL BRANCH LINES, LAYOUT EXACT RUNS, ANDDETERMINE FINAL PITCH ADJUSTMENTS FOR UNDERFLOOR PIPING ASNECESSARY TO ACCOMMODATE FOUNDATION WALLS, PIERS, ANDFOOTINGS. ADJUST PIPING AS NEEDED TO AVOID CONFLICT IN THE FIELD.CLOSELY COORDINATE ALL UNDERFLOOR PIPING LAYOUTS WITH THEGENERAL CONTRACTOR PRIOR TO CONSTRUCTION. VERIFY ALL PIPEROUTING THROUGH OR BENEATH THE FOUNDATION WALLS WITH THESTRUCTURAL ENGINEER TO ENSURE PROPER PLACEMENT. DO NOTPIERCE, PENETRATE, OR OTHERWISE MODIFY ANY STRUCTURALCOMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THESTRUCTURAL ENGINEER.

UNDERFLOOR PIPING NOTES:

- REFER TO SHEET U1.1 PRIOR TO ROUGH-IN OF FIXTURES.

- P.C. SHALL VERIFY RIM ELEVATION OF SANITARY MANHOLE UPSTREAM OFBUILDING SEWER CONNECTION TO THE MAIN IS BELOW FLOOR ELEVATIONOF TENANT BUILDING. IF RIM IS ABOVE FLOOR ELEVATION, PROVIDE PRICETO ADD A BACKWATER VALVE AND NOTIFY EXCEL ENGINEERING.

ROUTE 2" UNDERFLOOR SANITARY UP TO LAVATORY (L-1).

ROUTE 4" UNDERFLOOR SANITARY UP TO WATER CLOSET (WC-1H).

ROUTE 3" UNDERFLOOR SANITARY UP TO FLOOR DRAIN (FD-1).SEE "SLAB LEAVE OUT AT FLOOR DRAIN DETAIL" # D-1/MD.

ROUTE 2" UNDERFLOOR SANITARY UP TO TREATMENT SINK (S-1).

ROUTE 2" UNDERFLOOR SANITARY UP TO TREATMENT SINK (S-2).

ROUTE 2" UNDERFLOOR SANITARY UP TO STERILIZATION SINK (S-3).

ROUTE 2" UNDERFLOOR SANITARY UP TO LABORATORY SINK (S-4) WITHPLASTER TRAP. PLASTER TRAP ASSEMBLY FURNISHED BY SULLIVAN-SCHEINAND INSTALLED BY THE PLUMBING CONTRACTOR ON THE SINK WASTE LINE.SEE DETAIL # D17/MD.

ROUTE 2" UNDERFLOOR SANITARY UP TO BREAKROOM SINK (S-5).

ROUTE 2" UNDERFLOOR SANITARY UP TO SERVICE SINK (SS-1).

ROUTE 3" UNDERFLOOR SANITARY UP TO A HEIGHT OF 18" FOR VACUUMWASTE. SEE RAM-VAC DETAIL SHEET P1.2 FOR MORE INFORMATION.

PROVIDE UNDERFLOOR SANITARY WASTE CONNECTIONS TO THE EXISTINGSANITARY SERVICE (PROVIDED BY LANDLORD). FIELD VERIFY EXISTINGUNDERGROUND PIPING LOCATION, DEPTH AND SIZE AT POINT OF NEWCONNECTION PRIOR TO INSTALLATION OF ANY UNDERGROUND PIPING.

TRAP PRIMER PIPING.

ESTABLISH THE EXACT LOCATION AND SIZE OF UTILITY SERVICES PRIOR TOBUILDING ROUGH-IN. COORDINATE LOCATION OF BUILDING SERVICEENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ONSITE AND ADJUST FOR SPECIFIC SITE FEATURES AND FIELD CONDITIONSENCOUNTERED.

FIELD VERIFY DEPTH AND LOCATION OF EXISTING STORM SEWER.COORDINATE NEW SANITARY BRANCH CROSSINGS AND CONNECTIONS TOTHE EXISTING SANITARY SERVICE IN FIELD TO ACCOMMODATE EXISTINGSTORM LINE.

ROUTE 2" UNDERFLOOR SANITARY UP TO BOTTLE FILLING STATION (BFS-1).

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

DENTAL EQUIPMENT COORDINATION:- PLUMBING CONTRACTOR TO VERIFY TYPE AND LOCATION OF ALLDENTAL EQUIPMENT, ROUGH-IN DIMENSIONS, AND REQUIRED PLUMBINGCONNECTIONS. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALLALL FLOOR FIXTURES, FLOOR DRAINS, HUB DRAINS, WATER CLOSETS,LAVATORIES AND FLOOR SINKS. DENTAL EQUIPMENT SUPPLIER SHALLFURNISH AND INSTALL ALL FIXTURES IDENTIFIED ON THEIR PLANS (WITHTHE EXCEPTION OF THOSE IDENTIFIED ABOVE). INSTALL ALL DENTALEQUIPMENT AND PROVIDE ALL FIXTURE TRAPS, SUPPLIES AND STOPS,ISOLATION VALVES, MIXING VALVES, ETC. AND MAKE FINALCONNECTIONS TO DENTAL EQUIPMENT WITH THE EXCEPTION OF FINALCONNECTION OF AIR COMPRESSOR AND VACUUM SYSTEM BY PLUMBINGCONTRACTOR. VERIFY ALL EQUIPMENT CONNECTIONS WITH THETENANT AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. PROVIDEADDITIONAL CONNECTIONS AS REQUIRED. COORDINATE ALL WORKACCORDINGLY.


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


UNDERGROUND PLAN SCALE: 1/4" = 1'-0"

SHEET DATES

ISSUE DATE

REVISIONS

P1.UUNDERGROUND PLAN

APR. 3, 2017

FIRST FLOOR PIPING AND INSTALLATION NOTES:

- PROVIDE ADDITIONAL BFP'S AS REQUIRED AT EQUIPMENT CONNECTIONSNOT SHOWN. FIELD VERIFY LOCATIONS AND REQUIREMENTS WITHEQUIPMENT CUT SHEETS.

- SINK FAUCETS SHALL BE INSTALLED WITH CONTROL AT THE LEFT, ANDSPRAYER AT THE RIGHT OF THE SPOUT.


- PIPE SIZES PROVIDED BY LANDLORD SHALL MATCH ISOMETRIC OF THESEDOCUMENTS. FIELD VERIFY AND COORDINATE WORK.

CONNECT NEW DOMESTIC WATER TO EXISTING DOMESTIC COLD WATERTERMINATION AS PROVIDED BY LANDLORD. FIELD VERIFY EXACT ROUTINGFROM EXISTING METER TERMINATION.

COORDINATE WITH ELECTRICAL CONTRACTOR TO MAINTAIN CODE REQUIREDCLEARANCES AROUND ELECTRICAL EQUIPMENT.

2" HUB OUTLET INSIDE CABINET FOR BFP-1 DISCHARGE. ELIMINATE BFP ANDH.O. IF PERMITTED BY AUTHORITY HAVING JURISDICTION.

ROUTE 1/2" CW FROM COLD WATER STOP UNDER LAVATORY TO AUTOMATICTRAP PRIMER (TP-2) VALVE. ROUTE 1/2" CW FROM VALVE INTO WALL ANDROUTE UNDERFLOOR TO FLOOR DRAIN CONNECTIONS. SEE DETAIL 1/P3.0.

PIPE 1/2" CW SUPPLY FROM SINK TO BFP-1 INSIDE CABINET BELOW SINK. PIPEIN WALL FROM BFP TO 44" A.F.F. FOR CONNECTION TO MODEL TRIMMER.TERMINATE WITH 3/8" COMPRESSION STOP. INSTALL IN ACCORDANCE WITHLOCAL CODES. SEE DETAILS D-16/MD & 5/P3.0.

1/2" CW PIPING TO TRAP PRIMER (TP-1). ROUTE 1/2" CW PIPING DOWN WALLTO UNDERFLOOR. CONNECT PIPING UNDERFLOOR TO FLOOR DRAINASSEMBLY. SEE TRAP PRIMER DETAIL 2/P3.0.

EXTEND 3" VENT UP TO VTR. COORDINATE VTR LOCATION WITH MECHANICALCONTRACTOR AND EXISTING EQUIPMENT SERVING ADJACENT TENANTSPACE. ADJUST VTR LOCATION AS REQUIRED TO MAINTAIN ALL CODEREQUIRED CLEARANCES.

ROUTE 3" VENT UP FROM SANITARY HUB OUTLET SERVING VACUUM WASTEAND CONNECT TO VENT PIPING ABOVE CEILING. VENT SHALL SERVE ASBUILDING MAIN VENT.

SEE WATER HEATER DETAIL 4/P3.0.

INSTALL EEW-1 IN FOURTH HOLE OF SINK. SEE EEW DETAIL 6/P3.0.

INSTALL PLASTER TRAP SUPPLIED BY OWNER. USE THREADED FITTINGS FORDRAIN ASSEMBLY. SEE PLASTER TRAP DETAIL D-17/MD FOR MOREINFORMATION.

EXTEND WATER SUPPLY PIPING MINIMUM 6" INSIDE CABINET. TERMINATEWITH SUPPLY STOP. EXPOSED PIPING SHALL BE COPPER.

CONNECT RAM-VAC TO 3" WASTE FROM UNDERGROUND.

PROVIDE BALL VALVE AT 5' A.F.F.. NO FIXTURES SHALL CONNECT TO CWUPSTREAM OF THIS VALVE. PROVIDE SIGN WHICH READS "WATER SHUTOFF".

PROVIDE HUB DRAIN CONNECTION AT 16" A.F.F. AND WATER VALVE 20" A.F.F.OUT OF BFS-1 ROUGH IN CLEARANCE AREA. SEE BOTTLE FILLING STATIONDETAIL 5/A5.2 FOR MORE INFORMATION.

FIELD VERIFY OUTLET PRESSURE SETTING OF EXISTING PRESSURE BOOSTERPUMP PROVIDED BY LANDLORD. SET MINIMUM OUTLET PRESSURE TO 60 PSI.

1

2

3

4

5

6

7

8

9

10

13

11

14

12

16

15


6

EX. 1 1/2"

1

2

93

5

18"

TO 2

8"

10

10

4

11

12

13

14

NOTE:THIS ISHW LOOP.

EX. PRESSUREBOOSTER PUMPAND TANK(ABOVE CEILING)

16

15

18"

TO 2

8"

12

18"

TO 2

8"

12

18"

TO 2

8"12

18"

TO 2

8"

12

4

8

7

7

EX. 4" VTR

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106INTRA-ORAL

X-RAY105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


FLOOR PLAN SCALE: 1/4" = 1'-0"

NOTES:- ALL PIPING IS TO BE CONCEALED. IF BUILDING CONSTRUCTION DOES NOT PERMIT CONCEALING PIPING, LOCATIONS AND ROUTING ARE TO BE APPROVED BY ARCHITECT/OWNER PRIOR TO INSTALLATION.

SHEET DATES

ISSUE DATE

REVISIONS

P1.1FLOOR PLAN

APR. 3, 2017

INSTALLATION NOTES:

AIR COMPRESSOR TO BE FURNISHED AND INSTALLED BY THE OWNER'SEQUIPMENT PROVIDER.

VACUUM SYSTEM TO BE FURNISHED AND INSTALLED BY THE OWNER'SEQUIPMENT PROVIDER. UNIT CONTAINS INTEGRAL AMALGAM SEPARATOR.

ROUTE 1/2" COMPRESSED AIR LINE ABOVE CEILING AND TRANSITION TOHORIZONTAL FOR DISTRIBUTION. VERIFY LINE SIZE AND CAPACITYREQUIREMENTS WITH TENANT AND EQUIPMENT MANUFACTURER PRIOR TOINSTALLATION.

ROUTE 1 1/2" VACUUM PIPING DOWN BELOW FLOOR FOR DISTRIBUTION.

ROUTE VACUUM DISCHARGE TO ADJACENT 3" HUB DRAIN AS SHOWN ON SHEETP1.1. DISCHARGE IN ACCORDANCE WITH PLUMBING CODE. SEE RAM-VACDETAIL FOR MORE INFORMATION.

ROUTE 2" PVC UP TO V.T.R. FROM VACUUM HEADS. TERMINATE ABOVE ROOFWITH GOOSENECK FITTING. CONNECTION BY PLUMBER. DO NOT JOIN WITHSANITARY VENT. MAINTAIN ALL CODE REQUIRED CLEARANCES ON THE ROOF.COORDINATE VTR LOCATIONS WITH MECHANICAL EQUIPMENT. SEE RAM-VACDETAIL FOR MORE INFORMATION.

ROUTE 1" PVC UP TO ABOVE SUSPENDED CEILING FOR FRESH AIR INTAKE FORAIR COMPRESSOR. DO NOT JOIN WITH SANITARY VENT. TO BE INSTALLED ATTIME OF DENTAL EQUIPMENT INSTALLATION. SEE RAM-VAC DETAIL FOR MOREINFORMATION.

ROUTE GAS PIPING ON ROOF TO LANDLORD PROVIDED TERMINATION.COORDINATE GAS LOAD WITH UTILITY.

ROUTE NEW 3/4" GAS LINE DOWN IN WALL TO RECESSED SHUTOFF BOX WITHVALVE. PROVIDE "WATTS" APU-9 10"x10" SPRING FIT ACCESS PANEL. LABEL AS"GAS SHUTOFF". ROUTE GAS TO LAB WORK STATIONS AND PROVIDE 1/2"BRANCH LINES TO INDIVIDUAL LAB STATIONS. VERIFY ROUGH-IN LOCATIONWITH TENANT REPRESENTATIVE. SEE LAB WORK STATION ELEVATION 3/P3.0.PROVIDE GAS PRESSURE REGULATOR AND EXTERIOR VENT IF REQUIRED PEROWNER FURNISHED EQUIPMENT (COORDINATE WITH OWNER AS REQUIRED).

PROVIDE 1/2" GAS LINE AND 1/2" AIR LINE STUBBED OUT AT LAB WORK STATIONELEVATION (SEE DETAIL 3/P3.0). PLUMBING CONTRACTOR TO MAKE FINALCONNECTIONS.

PROVIDE 1/2" COMPRESSED AIR CONNECTION AT 44" A.F.F. SEE DETAIL D-13/MDAIR VALVE DETAIL FOR ADDITIONAL REQUIREMENTS.

PROVIDE 1 1/2" VACUUM CONNECTION AND 1/2" COMPRESSED AIR CONNECTIONTO UTILITY CENTER. STUB PIPING UP THROUGH FLOOR TO UTILITY CENTERENCLOSURE FOR TERMINATION BY OWNER'S EQUIPMENT PROVIDER. SEEDETAIL D-3A/MD.

ROUTE 1/2" COMPRESSED AIR PIPING DOWN THRU WALL AND BELOW FLOORFOR DISTRIBUTION.

1

2

3

4

5

6

7

8

9

10

11

12

13

FIRST FLOOR PIPING AND INSTALLATION NOTES:


GENERAL NOTES:

- ALL VACUUM LINES SHALL BE INSTALLED BELOW SLAB UNLESS OTHERWISENOTED.

- TERMINATE COMPRESSED AIR LINES PER DENTAL EQUIPMENT DETAILS.

- COMPRESSED AIR SHALL BE INSTALLED ABOVE CEILING UNLESSOTHERWISE NOTED.

- FINAL CONNECTIONS TO AIR COMPRESSOR AND VACUUM SYSTEM BYPLUMBING CONTRACTOR.


- TERMINATION OF 1 1/2" VACUUM LINES TO BE REDUCED TO 1/2" FEMALETHREAD TYPICAL. FOR ALL UTILITY CENTERS, TERMINATION OF 1/2" AIR LINESTO BE 1/2" MALE THREAD WITH 3/8" COMPRESSION FITTING TYPICAL. ALLPLUMBING AND ELECTRICAL FOR UTILITY CENTER SHALL BE CONTAINEDWITHIN 12" X 12" AREA IN FLOOR. SEE DENTAL EQUIPMENT DRAWINGS FORFURTHER INFORMATION.

FRONT ELEVATION SIDE ELEVATION

PLAN VIEW

SUSP. CEILING

STUD WALL FRAMING

2" VENT, THRU ROOF.

3" DRAIN LINE1 1/2" VACUUM LINE

RAM-VAC DETAILNO SCALE

1'-4

"

4"

4" 3'-0 3/8" 4"

1'-4"4" 4"

3'-1

0"

CONNECT TO 3" WASTEFROM UNDERGROUND.

7'-0

"

1" FRESH AIRINTAKE. FLEXIBLE AIR LINE

CONNECT TO MAINCOPPER SUPPLY LINE

1" FRESH AIRINTAKE TO ABOVECEILING.

CONDENSATE LINE,CONNECT TO DRAIN LINE

GA G A

1/2" AIR(TYP.)

1 1/2" VAC.(TYP.)

3P3.0

12

UNDERGROUNDAIR PIPE.(TYP.)

11

CONN TORTAC-2

CONN TORTAC-1

GAS ON ROOF(TYP.)

DN THRUROOF.

1 1/2"

13

31 2

5

4

6

7

11

1111

1010 9

12

12 12

12

12

12

V V V V

AA

AA

VV

VV

V

V V

V

V

V

V V V V

11

A A A A A A

A A

13

8

CONN TORTAC-3

3/4"

1 1/4"

3/4"

1"

EX. 1 1/2"

RECEPTION101

MEN'SRESTROOM

102

PANORAMICX-RAY

106INTRA-ORAL

X-RAY105

TR. #5122

TR. #1112

BUSINESSOFFICE

103

CONSULTATION109

TR. #4123

STERILIZATION121

WOMEN'SRESTROOM

115

MECHANICALROOM

116

LAB111

BREAK ROOM117


110

TR. #2114

INTERIORWAITING

108

STORAGE104

TR. #6120

HALLWAY113

TR. #3124

HALLWAY118

TR. #7119

HALLWAY107

1 1/2"

11

11


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


FLOOR PLAN - AIR AND VACUUM PIPING SCALE: 1/4" = 1'-0"

NOTES:- ALL PIPING IS TO BE CONCEALED. IF BUILDING CONSTRUCTION DOES NOT PERMIT CONCEALING PIPING, LOCATIONS AND ROUTING ARE TO BE APPROVED BY ARCHITECT/OWNER PRIOR TO INSTALLATION.

GAS LOAD SUMMARY

ITEMRTAC-1RTAC-2RTAC-3LABTotal- GAS PRESSURE AT METER = 7" W.C.

MBHINPUT

11572

1152.4

304.4

REQUIREDPRESSURE

7" W.C.7" W.C.7" W.C.7" W.C.

SHEET DATES

ISSUE DATE

REVISIONS

P1.2FLOOR PLAN - AIR &VACUUM PIPING

APR. 3, 2017

SEE UNDERGROUND PLAN ANDFIXTURE UNIT SCHEDULE THISSHEET FOR RUNOUT TRAP SIZETO FIXTURE.

SA

SA

SA

SA

SA

SA

SA

SASA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

FCO

FCO

FCO

FCO

FCO

FD-1

FD-1

FD-1

S-1

S-1

S-1

S-1

S-1

WC-1H

L-1

S-5

S-3

WC-1H

L-1

S-2

S-2

S-4H.O.

PLASTERTRAP

RAM-VAC

SS-1

54"

64"

104"

124"

144"

194"14"

34"

54"

64"

44"

2 4"

114"

25 4"

54"

104"

124"

144"

27 4"

28 4"334"

52 4"

56 4"56 EX. 4"

11 1/2"

51 1/2"

61 1/2"

4 2"

102"

12 2" 21 1/2"

14 3" VTR

21 1/2"

11 1/2"

21 1/2"

21 1/2"

21 1/2"

2 1 1/2"

21 1/2"

41 1/2"

61 1/2"

31 1/2"

113" VTR

51 1/2"

5 1 1/2"

4 2"

92"

142"15 2"

17 2"

21 1/2"

51 1/2"

21 1/2"

3 1 1/2"

21 1/2"

51 1/2"

192"

2 1 1/2"

53"

73"

123"

313" VTR

1 1 1/2"

52"

BFP-1

SEE FIXTURE UNIT SCHEDULETHIS SHEET FOR RUNOUT PIPINGSIZE TO FIXTURE.

EX. PRESSUREBOOSTER BYLANDLORD.

L-1

S-4

EEW-1

TP-2

FD-1

TMV-1

MODELTRIMMER

S-2

S-2

EEW-1S-3

S-5

TP-2

FD-1

L-1TMV-1

WC-1H

WC-1H

BFS-1

S-1

S-1

S-1

S-1

S-1

SS-1TP-1

FD-1

SEE WATER HEATERPIPING DETAIL FORCONTINUATION.

21/2" CP1/2" PEX

16.5 3/4" CP1" PEX

7 3/4" CP1" PEX

19.5 1" CP1" PEX

10 3/4" CP1" PEX

22.5 1" CP1 1/4" PEX

13 3/4" CP1" PEX

27 1" CP1 1/4" PEX

24 1" CP1 1/4" PEX

3 1/2" CP1/2" PEX

4.53/4" CP3/4" PEX

113/4" CP1" PEX

93/4" CP1" PEX

2 1/2" CP1/2" PEX

41/2" CP3/4" PEX

41/2" CP3/4" PEX

31/2" CP1/2" PEX

30 1" CP1 1/4" PEX

27 1" CP1 1/4" PEX

331 1/4" CP1 1/4" PEX

301" CP1 1/4" PEX

481 1/4" CP1 1/2" PEX

601 1/2" CP2" PEX

351 1/4" CP1 1/2" PEX

60EX. 1 1/2"

181" CP1" PEX2.5 1/2" CP

1/2" PEX

15.53/4" CP1" PEX

1/2"

3 3/4" CP3/4" PEX

12.5 3/4" CP1" PEX

63/4" CP3/4" PEX

9.53/4" CP1" PEX

93/4" CP1" PEX

6.53/4" CP1" PEX

123/4" CP1" PEX

3.51/2" CP3/4" PEX

153/4" CP1" PEX


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA



SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


NO SCALE

WATER ISOMETRIC

WASTE AND VENT ISOMETRICNO SCALE

FIXTURE UNITS

NO.131127211231

25

FIXTUREBOTTLING STATIONFLOOR DRAIN- 3"HUB OUTLET- 2"HUB OUTLET- 3"LAVSINK- S-1 & 2SINK- S-3 & 4SINK- S-5SINK- SERVICE- 2"WATER CLO- TANKTRAP PRIMERMODEL TRIMMER

TOTAL

UNITS1535122224--

WASTE

TOTAL1

15352

144228--

56

TRAPSIZE1 1/4"

3"2"3"

1 1/4"1 1/2"1 1/2"1 1/2"

2"---

UNITS0.5

---

1.533325

0.51

COLD WATER

TOTAL0.5

---3

21632

101.5

1

48

BRANCHSIZE1/2"

---

1/2"3/4"3/4"3/4"1/2"1/2"1/2"1/2"

UNITS----

1.53332---

HOT WATER

TOTAL----3

21632---

35

BRANCHSIZE

----

1/2"3/4"3/4"3/4"1/2"

---

TOTAL WATER

UNITS0.5

---244435

0.51

TOTAL0.5

---4

28843

101.5

1

60

SHEET DATES

ISSUE DATE

REVISIONS

P2.0ISOMETRICS &SCHEDULES

APR. 3, 2017

WATER CALCULATIONS

WATER PRESSURE DATA

12345678910

WATER SERVICE AND DISTRIBUTION SIZING DATA

111213141516

PRESSURE AVAILABLE AFTER METER

1718192021222325

WATER DISTRIBUTION SIZING - COLD WATER

ABCDEF

GHIJKLM

WATER DISTRIBUTION SIZING - HOT WATER

ABCDEF

GHIJKLM

ASSUMED STATIC PRESSURE AT MAINASSUMED RESIDUAL PRESSURE AT MAINASSUMED RESIDUAL FLOW AT MAINTOTAL BUILDING WATER SERVICE FIXTURE UNITSPREDOMINATE FLUSH TYPECONTINUOUS FLOW GPMBUILDING DEMANDRESIDUAL PRESSURE AT BUILDING DEMANDSAFETY FACTORPRESSURE AVAILABLE FOR DOMESTIC USE

ELEVATION OF RESIDUAL TEST HYDRANTELEVATION OF WATER METERELEVATION DIFFERENCE TEST HYDRANT TO METERWATER METER SIZEDEVELOPED LENGTH MAIN TO METERWATER SERVICE SIZE

PRESSURE DROP BETWEEN MAIN AND METERFRICTION PRESSURE LOSS BETWEEN MAIN AND METERELEVATION PRESSURE LOSS BETWEEN MAIN AND METERMETER PRESSURE LOSSBACKFLOW PREVENTER PRESSURE LOSSPRESSURE AVAILABLE AFTER METERPRESSURE BOOSTER INCREASEAVAILABLE PRESSURE AFTER PRESSURE BOOSTER

AVAILABLE BUILDING WATER PRESSURESTART POINT TAG (SEE ISOMETRIC FOR TAG LOCATION)DIST. PREVIOUS START POINT TO THIS START POINTUNIFORM LOSS PREV. START POINT TO THIS START POINTPIPE PRESSURE DROP FROM METER TO START POINTCONTROLLING FIXTURE: ID:

ROOM NAME & NO.:PRESSURE REQUIRED

ELEV. DIFF. BETW. METER AND CONTROLLING FIXTUREPRESSURE LOSS DUE TO WATER SOFTENERPRESSURE LOSS DUE TO MIXING VALVEPRESSURE AVAILABLE FOR PIPING PRESSURE DROPDEVELOPED LENGTH START PT. TO CONTR. FIXTUREEQUIVALENT LENGTH START PT. TO CONTR. FIXTUREPRESSURE AVAILABLE FOR UNIFORM LOSS

AVAILABLE BUILDING WATER PRESSURESTART POINT TAG (SEE ISOMETRIC FOR TAG LOCATION)DIST. PREVIOUS START POINT TO THIS START POINTUNIFORM LOSS PREV. START POINT TO THIS START POINTPIPE PRESSURE DROP FROM METER TO START POINTCONTROLLING FIXTURE: ID:

ROOM NAME & NO.:PRESSURE REQUIRED

ELEV. DIFF. BETW. METER AND CONTROLLING FIXTUREPRESSURE LOSS DUE TO WATER SOFTENERPRESSURE LOSS DUE TO MIXING VALVEPRESSURE AVAILABLE FOR PIPING PRESSURE DROPDEVELOPED LENGTH START PT. TO CONTR. FIXTUREEQUIVALENT LENGTH START PT. TO CONTR. FIXTUREPRESSURE AVAILABLE FOR UNIFORM LOSS

6050

1000175

TANK0

60.059.9

554.9

614.00615.00

1.001.520

2

3.160.60.4

210

41.918

60.0

60.0METER

EEW-1STERIIZATION "121"

30300

28.76598

29.43

60.0METER

EEW-1STERIIZATION "121"

30300

28.775

11325.51

PSIGPSIGGPMF.U.

GPMGPMPSIGPSIGPSIG

FEETFEETFEETINCHESFEETINCHES

PSIG/100'PSIGPSIGPSIGPSIGPSIGPSIGPSIG

PSIG

PSIGFEETPSIGPSIGPSIGFEETFEETPSIG/100'

PSIG


Pipesize

1/2 3/41 1 1/41 1/22 2 1/23 4

Pipesize

1/2 3/41 1 1/41 1/22 2 1/23 4

WSFUCopperFlushtank

516.53158

1072604697521792

WSFUCopperFlushtank

516.53158

1072604697521792

PEXFlushtank

36

20.53455135

PEXFlushtank

36

20.53455135

ASPEN DEMANDBLDG.TENANT DEMAND

A50

29.4314.7

WC-1HMEN'S "102"

25300

19.03553

36.15

A60

25.5115.3

S-1TR. #6 "120"

8300

35.4105158

22.47

FTPSIG/100'PSIG


FTPSIG/100'PSIG


1/2 3/41 1 1/41 1/22 2 1/23 4

1/2 3/41 1 1/41 1/22 2 1/23 4

60115

WSFUCopperFlushtank

516.531581072604697521792

WSFUCopperFlushtank

516.531581072604697521792

F.U.F.U.

PEXFlushtank

36

20.53455135

PEXFlushtank

36

20.53455135

NOTES:- AIR ADMITTANCE VALVES NOTPERMITTED (I.E. STUDOR VENT).

- IF PEX IS USED IN LIEU OF COPPER,P.C. SHALL PROVIDE COMPLETEMATERIAL SUBMITTALS (PIPE,FITTINGS, ETC.) TO ASPEN DENTALMANAGEMENT INC. FOR APPROVALPRIOR TO INSTALLATION.

- P.C. SHALL PERFORM FIRE HYDRANTFLOW TEST TO VERIFY WATERPRESSURE INFORMATION PRIOR TOINSTALLATION OF ANY WATER PIPING.PROVIDE FLOW TEST INFORMATION TOEXCEL ENGINEERING AND ASPENDENTAL MANAGEMENT INC. FOREVALUATION.


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA

LU.S. ROUTE 30 & VOYAGER LANE ● JOLIET, IL 60435SINGLE FLOOR DRAIN CONNECTIONS

SCALE: NONEP3.02

TRAP PRIMER DETAIL:

SHUTOFFVALVE

UNION

TRAP PRIMER (TP-1)

1/2" CW CONNECTION(PROVIDE BACKFLOWPREVENTER AS REQUIREDBY CODE.)

FLOOR PENETRATION

1/2" TYPE "K" COPPER/PEX TUBINGBENEATH SLAB TO FLOOR DRAINASSEMBLY. NO JOINTS BELOW FLOOR.

CONCEALED SIDE OFWALL OR UNFINISHEDROOMS

EXPOSED SIDE OFWALL IN FINISHEDROOMS

MIN. 6" WHENEXPOSED IN MECH.EQUIP. RM FLOOR

SEALANT AT FLOORPENETRATION

MINERAL WOOL

1/2"CONCEALED SIDE OF WALLOR FLOOR OR EXPOSED INMECH. EQUIP. ROOM

EXPOSED SIDE OFWALL OR FLOOR INFINISHED ROOMS

EXTERIOR OF PIPEOR INSULATION(INSULATIONCONTINUOUS THRUWALL OR FLOOR)

CHROME PLATED STEELESCUTCHEON PLATE

NON-HARDENINGSEALANT

18 GA. GALV. STEEL ORSTEEL PIPE SLEEVE- NEW MASONRY WALLS: FURNISH TO MASON.- CONCRETE WALL: FURNISH AND INSTALL.

WALL OR FLOOR

MASONRY OR CONCRETE WALL OR FLOORDRYWALL WALL

WALL

MINERAL WOOLFOR BACKING

NON-HARDENINGSEALANT

CHROME PLATED STEELESCUTCHEON PLATE

EXTERIOR OF PIPEOR INSULATION(INSULATIONCONTINUOUS THRUWALL OR FLOOR)

NON-RATED INTERIOR PIPE PENETRATION DETAILNO SCALE

"PIPE PIER INC"PIPE SUPPORT BLOCK - MODELPP50 FOR PIPE SIZES < 2 1/2",MODEL PP150 FOR PIPE SIZESBETWEEN 2 1/2" AND 5", MODELPP300 FOR PIPE SIZES 6" AND 8",MODEL PP600 FOR PIPE SIZES 10"AND 12"

UNI-STRUT RIGID PIPECLAMP

GAS PIPE SUPPORT ON ROOF DETAILNO SCALE

GAS PIPE

NOTE:EITHER METHOD SHOWN IN THIS DETAIL IS ACCEPTABLE.

PROVIDE SINGLE PLY OFROOFING MATERIAL NOTADHERED TO BUILDING ROOFUNDER WOOD BLOCK TO ENSUREINTEGRITY OF ROOFING SYSTEMIS NOT DAMAGED.

GAS PIPE

"MIRO INDUSTRIES"MODEL 24-R PIPE STAND

PROVIDE SINGLE PLY OFROOFING MATERIAL NOTADHERED TO BUILDING ROOFUNDER WOOD BLOCK TOENSURE INTEGRITY OF ROOFINGSYSTEM IS NOT DAMAGED

9'-0"

4'-6" 4'-6"

2'-6

"

1'-6

"

1/2"

3" 3"1 1/4"

1 1/4"

6" 6"

1/2"

1'-6

"6"

1'-6

"

FINISH FLOOR LINE

3'-2

"

4"

1/2"

6"

1/2" GAS LINE REDUCED TO 3/8"FMT ON RT OF TABLE TERMINATEPER DETAIL D-13-3/MD.

1/2" GAS LINE REDUCED TO 3/8"FMT ON RT OF TABLE TERMINATEPER DETAIL D-13-3/MD.

LAB WORK STATION ELEVATIONSCALE: NONEP3.0

3

QUAD OUTLETBY E.C. (TYP.)

1/2" COPPER AIR LINE AT 24" AFF.TERMINATE PER DETAIL D-13A/MD.1/2" COPPER AIR LINE AT 24" AFF.

TERMINATE PER DETAIL D-13A/MD.

EMERGENCY GAS SHUT-OFFBOX WITH VALVE PER NOTE ONSHEET P1.2.

1'-6

"

4"

EEW DETAILNO SCALE

S-3/S-4

SUPPLY STOP(TYP.)

CW

HW

TW

CW

EEW-1

HW

P3.06

TMV FURNISHEDWITH EYEWASH

6'-0" MAX.PER NFPA 54 -2006 - 9.6.4.1

SHUTOFF VALVE

UNION

3" M

IN. P

ER N

FPA

54 -

200

6 - 9

.6.7 GAS SUPPLY PIPING

(SEE PLAN FOR SIZE)

NO SCALE

GAS PIPE CONNECTION DETAIL

GAS FIREDEQUIPMENT

VERTICAL DROP INTOTEE REQUIREDNFPA - 2006 - FIG. 9.6.7

SEDIMENT TRAP

7" W.C. SYSTEM

L-1

AUTOMATIC TRAP PRIMER(TP-2) VALVE WITHBACKFLOW PREVENTIONDEVICE PER CODE

COLD WATERSTOP

HOT WATERSTOP

TURN PRIMERDRAIN LINEINTO WALLFD-1

1/2" TYPE "L" COPPER/PEXTUBING ABOVE FLOOR.KEEP MINIMAL

UNION

1/2" TYPE "K" COPPER/PEXTUBING BENEATH SLAB TOFLOOR DRAIN ASSEMBLY. NOJOINTS BELOW FLOOR.

TRAP PRIMER DETAILSCALE: NONEP3.0

1

TMV-1

P3.05 PIPING DETAIL

NO SCALE

MODEL TRIMMER

HUB OUTLET

INSTALL AS LOW ASPOSSIBLE IN CABINETUNDER SINK.

AIR GAP

LOCAL WASTE SIZE SHALLMATCH OUTLET SIZE OFATMOSPHERIC PORT.

BFP-1

MODEL TRIMMERPROVIDED BY EQUIP.SUPPLIER.

S-4

ROUTE WATER LINEIN WALL

TO PLASTER TRAPSEE DETAIL D-17/MD

INTO WALL

ANGLE STOP OR BALL VALVE WITH 1/4"COMPRESSION FITTING AND WALLESCUTCHEON PLATE.

PIPE PENETRATION DETAILNO SCALE

EPDM MEMBRANE

CUT-OFF MASTIC

ROOF DECK

INSULATION

STAINLESS STEELCLAMPING RING

SPLICING CEMENT

MIN.12"

PRE-MOLDEDPIPE SEAL

IN-SEAM SEALANT.APPLY 1/2" FROM INSIDEEDGE OF PIPE SEAL FLANGE.

PRE-MOLDED PIPE SEALWITH INTACT RIB AT TOPEDGE.

LAPSEALANT

NOTE:DECK FLANGES OF THE PRE-MOLDED PIPESEAL SHALL NOT BE OVERLAPPED, CUT ORAPPLIED OVER ANY ANGLE CHANGE.

ROOF

SIZE PER DRAWINGS

REDUCE AS REQUIRED

CW

SHUTOFFVALVE

CHECKVALVE

THERMOMETER(TYP.)

HW

WATERHEATER WH-1

HWR

1/2" CP

CP-1

REDUCER(TYP.)

P3.04

NO SCALE

WATER HEATER PIPING DETAIL

ET-1

1 1/4" CP

1 1/4" CP

NOTE:ALL EXPOSED PIPE SHALL BECOPPER. PEX TUBING NOTPERMITTED.

UNION(TYP.)

DRAINVALVE

"HOLDRITE" 50-SWHP-W WALLMOUNT EQUIPMENT PLATFORM.NO SUBSTITUTIONS PERMITTED.

PROVIDE AIR GAP FORT&P VALVE DISCHARGE.

T & P RELIEF VALVE

"WATTS" N36VACUUM BREAKER

WALL

FLOOR

5'-0

"FD

1 1/2" LOCAL WASTE DN TOFLOOR OF MECHANICAL RM,DIRECT TOWARD FLOORDRAIN.

BALANCE VALVE

SHEET DATES

ISSUE DATE

REVISIONS

P3.0DETAILS

APR. 3, 2017


SHEET INFORMATION

SHEET NUMBER

PROJECT INFORMATION

PROJECT NUMBER

PROFESSIONAL SEAL

COLLABORATION

1714200

TEN

ANT

BUIL

D-O

UT

FOR:

ASPE

N D

ENTA


EXPANSION TANK SCHEDULE (E.T.)

NO.

1

MOUNTING

PIPE

TANKTYPE

DIAPHRAGM

CONN.SIZE

3/4"

TANKCAP.

(GAL.)

2.1

ACCEPT.CAPACITY

(GAL.)

1.0

PRECHARGEPRESSURE

(PSIG)

60

WORKINGPRESS(PSIG)

150

DIA.

9"

HEIGHT

12"

WEIGHTFILLED(LBS.)

16

MODEL

WH 8

REMARKS

"FLEXCON"

SUPPLIED BY

TENANT G.C.

BACKFLOW PREVENTER / VACUUM BREAKER SCHEDULE (B.F.P.)

SYM.

BFP-1

- ACCEPTABLE MANUFACTURERS: WATTS, CONBRACO, AMES.

(1) P.C. SHALL VERIFY SCHEDULED BFP IS ADEQUATE FOR HAZARD LEVEL WITH PLUMBING INSPECTOR. USE SCHEDULED BFP UNLESS PLUMBING INSPECTOR CLASSIFIES AS HIGHER HAZARD. P.C. SHALL INSTALL BFP IN ACCORDANCE WITH MFRS RECOMMENDATIONS AND CODE CLEARANCE REQUIREMENTS. RELOCATE/REROUTE AS REQUIRED IF LOCATION SHOWN ON PLAN DOES NOT MEET REQUIREMENTS. PROVIDE ALL NECESSARY DRAIN PIPING, ETC. FOR A COMPLETE INSTALLATION.

LOC.

LAB

GPM

2.0

MAX.P.D.(PSI)4.0

SIZE

1/2"

TYPE

BFP W/ INT.ATM. VENT

MAX.HAZ.

LOW

BFP/VBPRESS.

CONTIN.

APPLICATION

MODEL TRIMMER

ASSESTD.

1012

MODEL

9D (1)

REMARKS

"WATTS"

SUPPLIED BY

TENANT G.C.

SHEET DATES

ISSUE DATE

REVISIONS

P4.0SCHEDULES

APR. 3, 2017

BOTTLE FILLING STATION SCHEDULE (B.F.S.)

NO.

1

- ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR, OASIS, HAWS, FILTRINE.

- PROVIDE WITH 1-1/4" WITH C.O. PLUG (MCGUIRE 8872), AND ANGLE WATER STOP WITH

HANDLE (BRASSCRAFT OCR19ZX C).

- CAPACITY BASED ON 50 DEGREE F WATER IN AMBIENT TEMPERATURE OF 90 DEGREES F.

(1) BOTTLE FILLING STATION.

RECESS

YES

CAP.(GPH)

8.0

BARRIERFREE

YES

NUMBEROF

BASINS

-

CONTROL

SENSOR

RATEDWATTS

370

FULLLOADAMPS

5.0

MODEL

LZWSM8K

REMARKS

ELKAY (1)

SUPPLIED BY

TENANT G.C.

WATER HEATER SCHEDULE (W.H.)

NO.

1

- RECOVERY BASED ON 100 DEGREE F TEMPERATURE RISE, GLASS LINING, 100 PSIG T&P RELIEF VALVE SETTING, 150 PSIG WORKING PRESSURE.

LOC.

MECH

TYPE

COMM.

MOUNTING

PLATFORM

SIZEDIA. X HT.

21.25" x 22.25"

COMM.TANK

WARR.

3 YR

KW

2.5

VOLTAGE/PHASE

208/1

AMPS

12.0

REC.GPH

10.0

TANKSIZEGAL.

20

MODEL

DEL-20

REMARKS

"A.O. SMITH"

SUPPLIED BY

TENANT G.C.

CIRCULATING PUMP SCHEDULE (C.P.)

NO.

1

- LEAD FREE BRONZE BODY.

SERVICE

HOT WATER CIRC

FLUID TEMP F

120

GPM

3

HEAD (FT)

5

RPM

2800

MOTORH.P.

39 WATT

TYPE

IN-LINE

MODEL

NBF-8

REMARKS

"B & G"

SUPPLIED BY

TENANT G.C.

EMERGENCY EYE WASH SCHEDULE (E.E.W.)

NO.

1

- DECK MOUNTED EMERGENCY EYEWASH WITH DUST COVERS, HAND OPERATED, 8" UNDERCOUNTER HOSE.

(1) AP3600 TMV FURNISHED BY MANUFACTURER. TMV MEETS ANSI Z358.1.

(2) IN LINE DUAL CHECK BACKFLOW PREVENTER FURNISHED BY MANUFACTURER.

MOUNTING

SINK

THERMOSTATICMIXINGVALVE

(1)

OPERATION

HAND

BACKFLOWPREVENTER

(2)

VALVE& TRIMMAT'L

BRASS

MODEL

EW1022BP-TMV

REMARKS

WATER SAVER

SUPPLIED BY

TENANT G.C.

LAVATORY SCHEDULE (L.)

NO.

1

- ACCEPTABLE MANUFACTURERS: -DRAINS AND TRAPS: KOHLER, DEARBORN, KEENEY, MCGUIRE, BRASSCRAFT. -STOPS AND SUPPLIES: KOHLER, BRASSCRAFT, DEARBORN, KEENEY, MCGUIRE. -CARRIERS AND SUPPORTS: ANCON, JOSAM, SMITH, WADE, ZURN.

- ALL MODEL NUMBERS BASED ON KOHLER UNLESS INDICATED OTHERWISE.

- VITREOUS CHINA LAVS, 1-1/4" 17 GAUGE "P" TRAP WITH CLEANOUT PLUG (MCGUIRE 8872), BUSHING ON END OF OUTLET TUBE, WALL FLANGE.

- WALL HUNG LAVS WITH BACKSPLASH.

- FAUCETS WITH VANDAL RESISTANT AERATOR.

(1) PROVIDE TRUEBRO MODEL #102 INSULATION KIT.

(2) BASIN, STRAINER AND TAILPIECE FURNISHED BY MILLWORK CONTRACTOR, INSTALLED BY P.C..

MOUNTING

(2)

OVERALLSIZE

(2)

FAUCETCENTERS

4"

LAVMODEL

(2)

DRAINTYPE

(2)

(1)MODEL

(2)

SUPPLY STOPTYPE

HANDLE

MODEL

BRASSCRAFT OCR1912AZX C

FAUCETTYPE

WRIST BLADE

MODEL

AM. STD. 7500.175

SUPPLIED BY

TENANT G.C.

SERVICE SINK SCHEDULE (S.S.)

NO.

1

(1) FAUCET, SUPPLY HOSES AND P-TRAP FURNISHED WITH BASIN BY MANUFACTURER.

(2) ASSE 1052 LISTED.

MOUNTING

WALL

MAT'L

DURASTONE

BASINSIZE

23x25x34

RIMGUARD

-

MODEL

MUSTEE 14C

PIPINGEXPOSURE

DECK MOUNT

FAUCETBACKFLOWPREVENTER

WATTS N9-CD (2)

MFR/MODEL

(1)

SUPPLIED BY

TENANT G.C.

ELECTRICAL/STARTER/DISCONNECT SCHEDULE

SYM.

BFS-1

WH-1

CP-1

STARTER TYPE:INTEG.= INTEGRAL: PROVIDED INTEGRAL WITH EQUIPMENT.RELAY= UL LISTED MOTOR RATED RELAY WITH SEPARATE ENTRANCES FOR INPUT AND OUTPUT CONTACTS, AND LED STATUS INDICATOR.

FURNISHED BY:EM = EQUIPMENT MANUFACTURERPC = PLUMBING CONTRACTOREC = ELECTRICAL CONTRACTORHC = HEATING CONTRACTOR

- ACCEPTABLE MANUFACTURERS: ALLEN BRADLEY, CUTLER HAMMER, SQUARE D, GENERAL ELECTRIC.

- VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.

LOCATION

SEE DWG

MECH.

MECH.

ELECTRICAL DATAHP

-

-

-

KW

-

2.5

0.04

DISCONNECT:NR= NOT REQUIREDR = REQUIRED

AMPS

5.0

-

-

VOLT

120

208

120

PH.

1

1

1

TYPE

INTEG

INTEG

RELAY

REMARKS:H.W.= HARD WIREDREC.=RECEPTACLE

STARTERLOCATION

INTEGRAL

INTEGRAL

MECH RM

FURN.BY

EM

EM

PC

ACCESS-ORIES

-

-

-

DISCONNECTDIS-

CONNECT

NR

R

NR

FURN.BY

-

EC

-

REMARKS

REC.

H.W.

-

SUPPLIED BY

TENANT G.C.

TENANT G.C.

TENANT G.C.

SINK SCHEDULE (S.)

NO.

1

2

3

4

5

- ACCEPTABLE MANUFACTURERS: -STOPS AND SUPPLIES: KOHLER, BRASSCRAFT, DEARBORN, KEENEY, MCGUIRE. -DRAINS AND TRAPS: KOHLER, DEARBORN, KEENEY, MCGUIRE, BRASSCRAFT.

- SELF-RIMMING 20 GA. 302 S.S. SINK, ANGLE SUPPLIES WITH HANDLE STOPS (BRASSCRAFT OCR1912AZX C. PROVIDE EACH COMPARTMENT WITH STAINLESS STEEL STRAINER AND TAILPIECE (ELKAY LK-35B), AND 1-1/2" 17 GAUGE "P" TRAP W/ CLEANOUT (MCGUIRE 8912).

- VERIFY SINK CUTOUT SIZE WILL FIT IN COUNTERTOP WITH CABINET SHOP DRAWINGS PRIOR TO ORDERING.

(1) INSTALL PLASTER TRAP FURNISHED BY SULLIVAN-SCHEIN.

(2) ALTERNATE FAUCET: DELTA 172-SSWF.

(3) PROVIDE TRUEBRO MODEL #102 INSULATION KIT.

COMPARTMENTNO.

1

1

1

1

1

DEPTH

6.125"

6.125"

6.4375"

6.4375"

6.125"

SINKOVERALL

SIZE

17" x 19"

17" x 19"

33" x 19"

33" x 19"

17" x 19"

MODEL

DAYTON D11719

DAYTON D11719

DAYTON D23319

DAYTON D23319

DAYTON D11719

NO.HOLES

2

2

4

4

2

SPOUTREACH

5"

5"

10.5"

10.5"

5"

HEIGHT

10"

10"

13"

13"

10"

HANDLE

SINGLE

SINGLE

SINGLE

SINGLE

SINGLE

FAUCETFINISH

CHROME

CHROME

CHROME

CHROME

CHROME

SPRAY

NO

NO

YES

YES

NO

MODEL

DELTA 1903-DST (2)

DELTA 1903-DST (2)

DELTA 4380-DST (2)

DELTA 4380-DST (1) (2)

DELTA 1903-DST (2) (3)

SUPPLIED BY

TENANT G.C.

TENANT G.C.

TENANT G.C.

TENANT G.C.

TENANT G.C.

THERMOSTATIC MIXING VALVE SCHEDULE (T.M.V.)

NO.

1

- ACCEPTABLE MANUFACTURERS: SYMMONS, WATTS, POWERS, ZURN.- PROVIDE WITH CHECK STOPS, REMOVABLE CARTRIDGE WITH STRAINER, STAINLESS STEEL PISTON, AND SOLID WAX HYDRAULIC PRINCIPLE THERMOSTAT.

(1) LISTED FOR ASSE 1070 USE.

SERVICE

LAVATORY

INLETS

3/8"

OUTLET

3/8"

ACT.P.D.(PSI)

25

MAX.FLOW(GPM)

4.0

ACTUALFLOW(GPM)

1.5

TEMP.SETTING

(°F)

105

MODEL

LFUSG-B-M2

REMARKS

"WATTS" (1)

SUPPLIED BY

TENANT G.C.

TRAP PRIMER SCHEDULE (T.P.)

NO.

1

2

LOCATION

MECH.

TOILET

CONN.SIZE

1/2"

1/2"

MODEL

P2-500

PR-500

REMARKS

"PRECISION PLUMBING PRODUCTS"

"PRECISION PLUMBING PRODUCTS"

SUPPLIED BY

TENANT G.C.

TENANT G.C.

WATER CLOSET SCHEDULE (W.C.)

NO.

1H

- ACCEPTABLE MANUFACTURERS: -SUPPLY STOPS: BRASSCRAFT, CHICAGO, KOHLER, DEARBORN, KEENEY, MCGUIRE.

- WATER SAVING 1.6 GPF, SIPHON JET ELONGATED VITREOUS CHINA WATER CLOSET BOWL WITH WHITE SOLID PLASTIC OPEN FRONT SEAT WITH SELF-SUSTAINING CHECK HINGE.

- TANK WATER CLOSETS: CLOSE-COUPLED WITH VITREOUS CHINA TANK AND COVER, FLUSH ASSEMBLY, ANGLE SUPPLY, AND TANK INSULINER.

- FLOOR SET WATER CLOSETS WITH BOLT CAPS.

- CONTROLS FOR ADA ACCESSIBLE FIXTURES SHALL BE ON THE OPEN SIDE.

MT'G

FLOOR

FLUSHTYPE

TANK

MFR/MODEL

AM. STD. 2467.016

BOWLRIM HT.A.F.F.

16-1/2"

PIPINGCONNECTION

HANDLE STOP

FLUSH VALVETYPE

PRESS. ASSIST

FLUSH VALVE/SUPPLY STOPMFR/MODEL

BRASSCRAFT OCR1912AZX C

SEAT

CHURCH 9400SSCT

SUPPLIED BY

TENANT G.C.

CLEANOUT SCHEDULE

SYM.

CO

FCO

FCO

WCO

EX. FCO

EX. FCO

- RECESSED TAPER THREAD PLUG WITH SLOTTED RECESS.

(1) FINISHED ROOMS ARE ROOMS WITH CARPET OR FLOOR TILE OR ROOMS ACCESSIBLE BY A DOOR LESS THAN 42" WIDE.

LOCATION

ABV. CLGS & EXPOSED PIPE

FINISHED ROOMS W/O CARPET (1)

FINISHED ROOMS WITH CARPET (1)

WALL

FINISHED ROOMS W/O CARPET (1)

FINISHED ROOMS WITH CARPET (1)

SIZES

2" - 6"

2" - 6"

2" - 6"

2" - 6"

2" - 6"

2" - 6"

BODYMAT'L

C.I.

C.I.

C.I.

C.I.

C.I.

C.I.

PLUGMAT'L

PVC

PVC

PVC

PVC

PVC

PVC

ACCESS COVERMAT'L

-

N.B.

N.B.

S.S.

N.B.

N.B.

MISC.

-

-

CARPET MARKER

-

-

CARPET MARKER

FIGURE

Z-1440

Z-1400

Z-1400-CM

Z-1446

Z-1400

Z-1400-CM

REMARKS

"ZURN"

"ZURN"

"ZURN"

"ZURN"

"ZURN"

"ZURN"

SUPPLIED BY

TENANT G.C.

TENANT G.C.

TENANT G.C.

TENANT G.C.

LANDLORD P.C.

LANDLORD P.C.

DRAIN SCHEDULE

SYM.

FD-1

H.O.

(1) AS NOTED ON DRAWINGS(2) DECORATIVE POLISHED TOP NOT REQUIRED IN MECHANICAL ROOM.

TYPE

FLOOR

HUB OUTLET

APPLICATION

PEDESTRIAN TRAFFIC

INDIRECT WASTE

OUTLETSIZE

2"-3" (1)

(1)

BODYMAT'L

CAST IRON

-

STRAINER/TOPMAT'L

N. B. "TYPE S"

-

SIZE

5" DIA

-

MISC.

TRAP PRIMER CONN.

STUB 2" A.F.F.

MODEL

ZN-415-S-DP-P

-

REMARKS

"ZURN" (2)

-

SUPPLIED BY

TENANT G.C.

TENANT G.C.

Documents

IL Full Set 4-3-17.pdf · SHEET SHEET TITLE ISSUED FOR REVIEW ISSUED FOR CITY SUBMITTAL & BUILDING ADDENDUM #1 CONSTRUCTION BULLETIN #2 ISSUED FOR CONSTRUCTION …