i a e r ed a e g production/ testing - summit...

ELEVATION NUMBERSHEET NUMBERDETAIL NUMBER

SHEET NUMBER2A1

2

2508 QUALITY LANEKNOXVILLE, TN 37931

TELEDYNE BROWN -PRODUCTION/ TESTING EXPANSION

APPLICABLE CODES: LOCATION MAP:

GRAPHIC SYMBOLS:

ABBREVIATIONS:

CONCRETE BLOCK (CMU) PLAN

METAL IN ELEVATION

BRICK-PLAN & SECTION

METAL IN SECTION

CONCRETE IN PLAN

GYP.BD., PLASTER, CONC. IN SECTIONMETAL IN SMALL SCALE

CRUSHED STONE

BATT INSULATION

RIGID INSULATION

PLYWOOD

FINISH WOOD

WOOD FRAMING

CONCRETE BLOCK (CMU) IN SECTION

MATERIALS LEGEND:

A1

ACT ACOUSTICAL TILEAlt ALTERNATEAlum. ALUMINUMArch. ARCHITECTUREASPHT ASPHALTA.F.F. ABOVE FINISH FLOORB.F. BOTTOM FACEBSMT. BASEMENTBLDG. BUILDINGBRG. BEARINGC.B. CATCH BASINC.J. CONTROL JOINTCLG. CEILINGCL. CLOSETCLR. CLEARCOL. COLUMNCOMP. COMPOSITIONCONST. CONSTRUCTIONCMU CONCRETE MASONRY UNITCT CERAMIC TILEDTL DETAILDIA. DIAMETERDN DOWNDWG DRAWINGD.F. DRINKING FOUNTAIND.S. DOWN SPOUTEA EACHE.F. EACH FACEELEC ELECTRICE.W.C. ELECTRIC WATER COOLERELEV ELEVATIONEXIST EXISTINGEXT. EXTERIORE.J. EXPANSION JOINTF.E. FIRE EXTINGUISHERFL FLOORF.D. FLOOR DRAINFT. FOOTFTG. FOOTINGGALV. GALVANIZEDG.I. GALVANIZED IRONGYP. GYPSUMH.B. HOSE BIBHDW. HARDWAREHGT. HEIGHTH.M. HOLLOW METALI.D. INSIDE DIAMETERIN. INCHINV INVERTJAN. JANITORJST. JOISTLAV. LAVATORYLB POUNDMAX. MAXIMUM

MECH MECHANICALMTL METALMFG. MANUFACTURINGMIN MINIMUMMISC. MISCELLANEOUSN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO., # NUMBERO.C. ON CENTERO.D. OUTSIDE DIAMETERP. PLATEP.LAM. PLASTIC LAMINATEPLYWD PLYWOODRAD. RADIUSR.D. ROOF DRAINREINF. REINFORCEDRS. RISERRM. ROOMR.O. ROUGH OPENINGSCHED. SCHEDULESECT. SECTIONSHT. SHEETSIM. SIMILARSPECS SPECIFICATIONSSQ.FT. SQUARE FEETSTD. STANDARDSTL. STEELSTOR. STORAGES.D. STORM DRAINSUSP. SUSPENDEDSQ. SQUARETLT. TOILETTD TREADT.F. TOP FACETYP. TYPICALV.I.F. VERIFY IN FIELDV.S. VENT STACKVOL. VOLUNTEER (VOLUME)V.T. VINYL TILEVERT. VERTICALW.C. WATER CLOSETW.H. WATER HEATERW.F. WIDE FLANGEWD WOODW/ WITHW/O WITHOUTW.W.F. WELDED WIRE FABRICW.W.M. WELDED WIRE MESHL ANGLE@ ATC CHANNELO ROUND

PROJECT TITLE:

NMAP FROM GOOGLE

Adopted Codes

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL PROPERTY MAINTENANCE CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL PERFORMANCE CODE FOR BUILDINGS AND FACILITIES

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL FIRE CODE

2018 LIFE SAFETY CODE

2017 NEC

CODE CHECK

IECC CLIMATE ZONE - 4A

EXISTING BUILDING ON EXISTING SITENO CHANGES TO HEIGHT, AREA, OCCUPANCY, OR CONSTRUCTION CLASSIFICATION ARE BEING MADE TO THIS LOCATION. EXISTING EXTERIOR WALLS AND ROOF ARE UNCHANGED

OCCUPANCY CLASSIFICATION - BALTERED BUSINESS AREA (150 GROSS) - 7,513 SF = 50 EXISTING UN-ALTERED AREA (150 GROSS) - 32,438 SF = 217

OVERALL AREA (150 GROSS) - 39,951 SF OCCUPANCY TOTAL - 267

CONSTRUCTION CLASSIFICATION - IIB UN-PROTECTED / SPRINKLEREDMAXIMUM TRAVEL DISTANCE - 300' EXIT ACCESS TRAVEL MAX DISTANCE180'-0" ACTUAL DISTANCE

322 NANCY LYNN LANE, SUITE 9, KNOXVILLE, TENNESSEE 37919PH. 865.546.3232

SCOPE OF WORK

NEW WORK SPACES DESIGNED WITHIN THE EXISTING BUILDING FOR TESTING AND PRODUCTION IN A LABRATORY ENVIRONMENT

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:

Eng. Check Dept. Check QA. Check

Issue: \ Revision:

322 Nancy Lynn LaneSuite 9, Knoxville, TN 37919

Phone (865) 546-3232

Moving Your Vision ForwardSeal:

OF

This drawing, as an instrument of service, is the property of HODGE Engineering. It may not be copied in whole or in part without the written permission of HODGE Engineering.HODGE Engineering denies any and all responsibility or liability for problems which arise from failure to follow these plans, specifications and design intent they convey, or problems which arise from other's failure to obtain and/or follow the design professional's guidance with respect to any error, omissions, inconsistencies, ambiguities or conflicts which are alleged.

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TELEDYNEBROWN -PRODUCTION /TESTINGEXPANSION

COVER

28 OCTOBER 2019

G0.0

2508 QUALITY LANEKNOXVILLE, TN37931

WAG

19219

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DRAWING INDEXSheet # Sheet Name Issue Date Revision # Revision Date

GeneralG0.0 COVER 28 OCTOBER 2019 0 10/28/19

Life SafetyLS1.1 LIFE SAFETY PLAN 28 OCTOBER 2019 0 10/28/19

ArchitectureA1.1 FLOOR PLAN, SCHEDULES, NOTES AND DETAILS 28 OCTOBER 2019 0 10/28/19A1.2 REFLECTED CEILING PLAN 28 OCTOBER 2019 0 10/28/19

Fire ProtectionFP1.1 FIRE PROTECTION PLAN 28 OCTOBER 2019 0 10/28/19

MechanicalM0.1 MECHANICAL NOTES AND SCHEDULES 28 OCTOBER 2019 0 10/28/19M1.1 MECHANICAL PLAN 28 OCTOBER 2019 0 10/28/19M2.1 MECHANICAL SECTIONS AND DETAILS 28 OCTOBER 2019 0 10/28/19

PlumbingP1.1 PLUMBING PLAN 28 OCTOBER 2019 0 10/28/19

ElectricalE0.1 LEGENDS, NOTES AND SCHEDULES 28 OCTOBER 2019 0 10/28/19E1.1 LIGHTING PLAN AND POWER PLAN 28 OCTOBER 2019 0 10/28/19E2.1 RISER DIAGRAM AND PANEL SCHEDULES 28 OCTOBER 2019 0 10/28/19

No. Date Description0 10/28/19 Issued For Construction

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2056 SF

WAREHOUSE

352 SF

TESTING/STORAGE

527 SF

TESTING

2608 SF

PRODUCTION

934 SF

WORKSHOP

905 SF

DEVELOPMENT

36" DOOREXIT CAPACITY - 17023 PEOPLE ACTUAL








MOST REMOTE POINT

51' TRAVEL DISTANCE

17 PEOPLE

15 PEOPLE

2 PEOPLE 4 PEOPLE

6 PEOPLE7 PEOPLE

62' TRAVEL DISTANCE

114'

TR

AVEL

DIS

TAN

CE

220' TRAVEL DISTANCE

95' TRAVEL DISTANCE


CORT FURNITUREF-1

211' TRAVEL DISTANCE87' TRAVEL DISTANCE



69' TRAVEL DISTANCE




OCCUPANCY - B (LABORATORIES TESTING AND RESEARCH)

EXISTING BUILDINGCONSTRUCTION TYPE - IIB UN-PROTECTED / SPRINKLERED

ADJACENT TENNANTCORD FURNITURE - F1 (FURNITURE)

TENANT SEPERATION REQUIREMENTS (TABLE 508.4)BETWEEN B & F1 - NO SEPERATION REQUIREMENTS

ACTUAL AREA39,951 SF - MAIN FLOOR 7,400 SF - NEW CONSTRUCTION AREA

DOOR SWING - OUT FOR 50 OR MORE

MAXIMUM FLOOR AREA PER OCCUPANT (TABLE 1004.5)BUSINESS AREAS - 150 SF / PERSON (267 PEOPLE)

OCCUPANT TOTAL - 267 PEOPLE

MINIMUM EGRESS WIDTH (SECTION 1005.3.2)EGRESS WIDTH PER OCCUPANT = .2EXIT CAPACITY FOR 36" DOOR = 170 (34 CLEAR INCHES)EXIT CAPACITY FOR 72" DOOR = 350 (70 CLEAR INCHES)EXIT CAPACITY FOR 72" DOORS W/ ASTRAGAL = 340 (68 CLEAR INCHES)

8 TOTAL EXIT DOORS @ 36"TOTAL EXIT CAPACITY OF 1,360 PEOPLE MAX.

MAX EXIT ACCESS TRAVEL DISTANCE, SPRINKLERED = 300'ACTUAL = 220'-0"

LIFE SAFETY NOTES:

AREA OF NEW CONSTRUCTION

CORT FURNITURE

PORTIBLE FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OR OBSCURED FROM VIEW.

HANGERS AND BRACKETS - HAND HELD PORTABLE FIRE EXTINGUISHERS, NOT HOUSED IN CABINETS, SHALL BE INSTALLED ON THE HANGERS OR BRACKETS SUPPLIED. HANGERS OR BRACKETS SHALL BE SECURELY ANCHORED TO THE MOUNTING SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

CABINETS USED TO HOUSE PORTABLE FIRE EXTINGUISHERS SHALL NOT BE LOCKED.

EXTINGUISHERS WEIGHING 40 POUNDS OR LESS SHALL BE INSTALLED SO THAT THEIR TOPS ARE NOT MORE THAN 5 FEET ABOVE THE FLOOR.

EXTINGUISHERS WEIGHING OVER 40 POUNDS SHALL BE INSTALLED SO THAT THEIR TOPS ARE NOT MORE THAN 3.5 FEET ABOVE THE FLOOR.

THE CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND - HELD PORTABLE FIRE EXTINGUISHERS SHALL NOT BE LESS THAN 4 INCHES.

FIRE EXTINGUISHER NOTES:

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


Phone (865) 546-3232


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LIFE SAFETY PLAN

28 OCTOBER 2019

LS1.1


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1 LIFE SAFETY PLAN - 1ST FLOOR

KEY PLAN


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42' - 8"

13' - 6" 24' - 2" 5' - 0"

17' - 2" 25' - 6"

22' -

2"

14' -

8"

14' -

8"

1

2

1

1

PRODUCTION138

WORKSHOP139

DEVELOPMENT140

WAREHOUSE135

TESTING137

TESTING/STORAGE

136

6' - 0" 24' - 3" 25' - 0" 25' - 10"

138A

136A

137A

136B

1

25' - 6"

42' - 8"

E139B E139A

E140A

E140B

E140A

7' -

6"

E137B

10' -

6"

136C

E135A

E135B

33

3

REPLACE EXISTING EXTERIOR DOOR E137B SEALS AND THRESHOLD. THRESHOLD TO MEET ADA 2010 REQUIREMENTS

5' -

6"2' -

6"

A. COMPLY WITH FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS.

B. INTERIOR COLUMN LINE DIMENSIONS ARE TO THE COLUMN CENTERLINES

C. DIMENSIONS AT STUD OR MASONRY WALLS ARE TO THE FACE OF STUD OR FACE OF MASONRY, UNLESS NOTED OTHERWISE

D. DIMENSIONS AT EXISTING CONDITIONS ARE TO THE FACE OF THE EXISTING FINISH MATERIAL, UNLESS NOTED OTHERWISE.

E. FIELD VERIFY EXISTING CONDITIONS, IF APPLICABLE.

F. SEE "ROOM FINISH SCHEDULE FOR FINISHES AND CEILING HEIGHTS

G. SEE "DOOR SCHEDULE" FOR DOOR TYPES, SIZES, FIRE RATINGS AND DETAILS.

H. SEE STRUCTURAL DRAWINGS FOR CONCRETE SLABS, FOOTINGS AND REINFORCING.

I. COORDINATE LOCATION OF MECHANICAL / ELECTRICAL / FIRE PROTECTION EQUIPMENT TO CLEAR STRUCTURAL FRAMING AND ARCHITECTURAL COMPONENTS. MAINTAIN CLEARANCES AS REQUIRED BY CODES AND ACCESSIBILITY AS NEEDED FOR PROPER MAINTENANCE.

J. FLASHING OF OPENINGS AND PENETRATIONS SHALL BE IN ACCORDANCE WITH THE MOST RECENT S.M.A.C.N.A. STANDARDS AND RECOMMENDATIONS.

K. MAINTAIN THE FIRE RESISTANCE REQUIREMENTS, REQUIRED BY CODE, FOR A NON-COMBUSTAIBLE BUILDING BY USE OF FIRE RESISTANT BUILDING COMPONENTS.

L. WOOD BLOCKING SHALL BE FIRE RETARDANT TYPE AND PROVIDED AS INDICATED ON ARCHITECTURAL DRAWINGS. IF NOT INDICATED PROVIDE BLOCKING AT WALL SUPPORTED RAILS AND WALL HUNG EQUIPMENT DESIGNED TO RESIST FORCES AS DESIGNATED BY THE APPLICABLE BUILDING CODE. OMIT BLOCKING AT HIGH TEMPERATURE PENETRATIONS THROUGH ROOF OR WALLS UNLESS PENETRATION IS ADEQUATELY INSULATED AND HAS ADEQUATE CLEARANCE FOR VENTILATION.

M. MAINTAIN FIRE RATINGS AT OPENINGS IN RATED WALLS AND FLOORS. MAINTAIN FIRE RATINGS IN RATED WALLS AND FLOORS AT PENETRATIONS AND AT PERIMETERS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. IF NOT DETAILED SEAL PENETRATIONS AND PERIMETERS WITH RATED SEALANTS AND FIRE SAFE MATERIALS TO MATCH FIRE RATING OF WALL, FLOOR OR ROOF/CEILING SYSTEM PER U.L. STANDARDS.

N. INDICATE FIRE RATING OF WALLS BY STENCILING WALL RATING ON THE WALL FINISH AT EACH SIDE OF THE RATED WALL IN A VISIBLE LOCATION ABOVE CEILING, IF APPLICABLE, AS A WARNING THAT ALL EXISTING AND NEW PENETRATIONS SHALL BE RATED.

O. PIPE SLEEVES, FRAMED OPENINGS AND MISCELLANEOUS OPENINGS INDICATED ON THE ARCHITECTURAL DRAWINGS BUT NOT SIZED OR DIMENSIONALLY LOCATED SHALL BE SIZED AND LOCATED AS INDICATED BY THE APPLICABLE MECHANICAL, PLUMBING, ELECTRICAL OR STRUCTURAL DRAWINGS. THESE OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ARCHITECTURAL DETAILS.

P. PATCH AND REPAIR EXISTING WALLS AFTER DEMOLITION AND / OR REMOVAL OF WALL COVERING. PREPARE TO RECEIVE NEW WALL FINISH.

Q. ALL NEW FURNITURE AND EQUIPMENT TO BE COORDINATED BY OWNER.

R. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY.

S. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONDUCT ALL NECESSARY SAFETY MEASURES RECOMMENDED TO PROTECT THE TRADES PEOPLE AND STRUCTURE DURING CONSTRUCTION.

GENERAL FLOOR PLAN NOTES2" ACOUSTIC INSULATION

HEADER SEE STRUCTURAL

5/8" GYPSUM BOARD -EACH SIDE

CAULK ALL AROUND -EACH SIDE

HOLLOW METAL FRAME

2"

5/8"

WALL TYPE

SEE 5/8"

2"

5/8"

WAL

L TY

PE

SEE

5/8"

LOCK-IN ANCHOR @ JAMBS ONLY

5/8" GYP. BOARD, BOTH SIDESSCREW STUD TO FLANGE OF DOOR BUCK SUTD @ 24" O.C., BOTH FACES

2 MTL. STUDS @ JAMB

2" ACOUSTIC INSULATION

1/2"

THRESHOLD

HM DOOR FRAME BEYOND

DOOR

1

2

3

WALL LEGENDINTERIOR WALL - 3-5/8" METAL STUD FRAMING W/ 5/8" TYPE "X" GYPSUM WALL BOARD ON BOTH SIDES. GYP BD TO EXTEND TO 6" MIN. ABOVE THE CEILING. - PAINTED

INTERIOR WALL - EXISTING 6" METAL STUD FRAMING W/ 5/8" GYPSUM WALL BOARD ON BOTH SIDES. REMOVE AND REPLACE LOWER 8'-0" GYPSUM BOARD FROM EXISTING STUDS ON TENANT SIDE OF WALL. PATCH / REPAIR ANY EXISTING DAMAGED GYPSUM BOARD ABOVE 8'-0". RE-ATTACH ANY LOOSE STUD CHANNELS PER STRUCTURAL.

INTERIOR WALL - EXISTING EXTERIOR WALL, CMU WITH METAL PANELS ON METAL BUILDING FRAME. FURR OUT EXISTING WALLS WITH 5/8" GYP. BD. ON 1-1/2" HAT CHANNELS @ 16" O.C. EXTEND GYP. BD. ON HAT CHANNELS MINIMUM 6" ABOVE CEILING GRID. AT BUILDING COLUMNS WRAP WITH 3-5/8" METAL STUDS AND LAYER OF 5/8" GYP. BD. SEE DETAIL 5/A1.1

1/2" MIN. 1/2" MIN.

5/8" GYP. BD ON 1-1/2" HAT CHANNELS @ 16" O.C.

5/8" GYP. BD ON 3-5/8" MTL STUDS

EXISTING EXTERIOR CMU / METAL PANEL WALL.

METAL BUILDING FRAME COLUMN

NOTE:THIS DETAIL TO BE USED AT COLUMN LOCATIONS FOUND IN WALL TYPE 3

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


Phone (865) 546-3232


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FLOOR PLAN,SCHEDULES,NOTES ANDDETAILS

28 OCTOBER 2019

A1.1


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1/8" = 1'-0"A1.1

1 1ST FLOOR

ROOM FINISH SCHEDULENumber Name Floor Finish Base Finish East Wall North Wall South Wall West Wall Ceiling Finish Ceiling Height Comments

135 WAREHOUSE SEALED CONC. VINYL PAINTED GYP.BD.

PAINTED GYP.BD.

PAINTED CMU PAINTED GYP.BD.

EXST STRUCTURE VARIES

136 TESTING/ STORAGE SEALED CONC. VINYL PAINTED GYP.BD.

PAINTED GYP.BD.


VCT - 2X2 14'-0"

137 TESTING SEALED CONC. VINYL PAINTED GYP.BD.

PAINTED GYP.BD.


VCT - 2X2 14'-0"

138 PRODUCTION SEALED CONC. EXST PAINTED GYP.BD.

PAINTED GYP.BD.

PAINTED GYP.BD.

PAINTED GYP.BD.

VCT - 2X2 14'-0"

139 WORKSHOP SEALED CONC. EXST PAINTED GYP.BD.


PAINTED GYP.BD.

EXST VCT EXST

140 DEVELOPMENT SEALED CONC. VINYL PAINTED GYP.BD.


PAINTED GYP.BD.

EXST VCT EXST

DOOR SCHEDULEDoor

Number Width Height Thickness TypeDoor

Material Door TypeFrame

MaterialFrameType Head Jamb Threshold Hardware Set Remarks

136A (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM GYP. BD 2/A1.1 3/A1.1 4/A1.1 PASSAGE 3136B (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM GYP. BD 2/A1.1 3/A1.1 4/A1.1 PASSAGE 3136C 8'-0" 7' - 9" 0' - 0 1/2" 8X8 STEEL COILING STEEL OVERHEAD DOOR 1, 2136F 7' - 0" 0' - 2" 36" x 84"137A (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM GYP. BD 2/A1.1 3/A1.1 4/A1.1 PASSAGE 3138A (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM GYP. BD 2/A1.1 3/A1.1 4/A1.1 PASSAGE 3E135B 8'-0" 8' - 0" 0' - 2 1/8" 8X8 STEEL SECTIONAL STEEL OVERHEAD DOOR 1E137B 3'-0" 7' - 0" 0' - 2" 36" x 84" HM FLUSH HM PASSAGE 1E139A (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM PASSAGE 1E139B (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM PASSAGE 1E140A (2) 36" 7' - 0" 0' - 2" Door-Passage-Double-Flush HM FLUSH HM PASSAGE 1E140A 3'-0" 7' - 0" 0' - 2" 36" x 84" HM FLUSH HM PASSAGE 1E140B 3'-0" 7' - 0" 0' - 2" 36" x 84" HM FLUSH HM PASSAGE 1

3" = 1'-0"A1.1

2 DOOR HEAD - GYPBD

3" = 1'-0"A1.1

3 DOOR JAMB - GYPBD

3" = 1'-0"A1.1

4 DOOR THRESHOLD

1. EXISTING DOOR AND FRAME2. REPLACE EXISTING DOOR W/ NEW COILING DOOR, AND FRAME. NEW DOOR TO HAVE MINIMUM INSULATION VALUE OF U-0.503. THRESHOLD AS REQUIRED BY OWNER

1 1/2" = 1'-0"A1.1

5 COLUMN WRAP


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TESTING137

TESTING/STORAGE

136

PRODUCTION138

WAREHOUSE135

DEVELOPMENT140

WORKSHOP139

CORT FURNITURE

EXISTING CEILINGS

EXISTING CEILINGS

OPEN TO STRUCTURE

A. COMPLY WITH FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS.

B. COORDINATE LOCATION OF MECHANICAL / ELECTRICAL / FIRE PROTECTION EQUIPMENT TO CLEAR STRUCTURAL FRAMING AND ARCHITECTURAL COMPONENTS. MAINTAIN CLEARANCES AS REQUIRED BY CODES AND ACCESSIBILITY AS NEEDED FOR PROPER MAINTENANCE.

C. FLASHING OF OPENINGS AND PENETRATIONS SHALL BE IN ACCORDANCE WITH THE MOST RECENT S.M.A.C.N.A. STANDARDS AND RECOMMENDATIONS.

D. MAINTAIN THE FIRE RESISTANCE REQUIREMENTS, REQUIRED BY CODE, FOR A NON-COMBUSTAIBLE BUILDING BY USE OF FIRE RESISTANCE BUILDING COMPONENTS.

E. MAINTAIN FIRE RATINGS AT OPENINGS IN ROOF/CEILING SYSTEMS. MAINTAIN FIRE RATINGS IN ROOF/CEILING SYSTEMS AT PENETRATIONS AND AT PERIMETERS. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. IF NOT DETAILED SEAL PENETRATIONS AND PERIMETERS WITH RATED SEALANTS AND FIRE SAFE MATERIALS TO MATCH FIRE RATING OF WALL, FLOOR OR ROOF/CEILING SYSTEM PER U.L. STANDARDS.

F. PIPE SLEEVES, FRAMED OPENINGS AND MISCELLANEOUS OPENINGS INDICATED ON THE ARCHITECTURAL DRAWINGS BUT NOT SIZED OR DIMENSIONALLY LOCATED SHALL BE SIZED AND LOCATED AS INDICATED BY THE APPLICABLE MECHANICAL, PLUMBING, ELECTRICAL OR STRUCTURAL DRAWINGS. THESE OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ARCHITECTURAL DETAILS.

G. DIMENSIONS ON REFLECTED CEILING PLAN ARE SHOW TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED.

GENERAL RCP NOTES:

REFLECTED CEILING LEGENDSYMBOL

2'-0" x 4'-0" LIGHT FIXTURE

RETURN AIR GRILL

SUPPLY GRILL

DESCRIPTION

2x2 GRID - USG DX/DXL 216 Type DXL 255230USG 2110 Basic Radar

GYPSUM BOARD CEILING

2'-0" x 2'-0" LIGHT FIXTURE

METAL SERVICE PANEL

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


Phone (865) 546-3232


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REFLECTEDCEILING PLAN

28 OCTOBER 2019

A1.2


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1 REFLECTED CEILING PLAN - 1ST FLOOR


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1. ALL ELEVATIONS NOTED ON STRUCTURAL DRAWINGS ARE BASED ON AN ASSUMED FINISHED FLOOR ELEVATION OF 0'-0" (DATUM ELEVATION). ACTUAL FINISHED FLOOR ELEVATIONS (MEAN SEA LEVEL DATUM) EQUATED TO THIS ELEVATION OF 0'-0" MAY BE SHOWN ON THE CIVIL DRAWINGS.

2. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY, AND THEREFORE REQUIRES TEMPORARY SUPPORT BRACING DURING CONSTRUCTION. THE STRUCTURE SHALL BE CONSIDERED STABLE WHEN: ALL CMU WALLS HAVE BEEN INSTALLED AND GROUT HAS CURED; ALL THE STEEL HAS BEEN ERECTED AND CONNECTED AS SHOWN ON THE DESIGN AND SHOP FABRICATED DRAWINGS; AND FLOOR AND ROOF DIAPHRAGMS ARE COMPLETELY ATTACHED. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR, MATERIALS, ENGINEERING AS SPECIFIED IN DRAWINGS AND NOTES TO COMPLETE THE PROJECT.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY.

5. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONDUCT ALL NECESSARY SAFETY MEASURES RECOMMENDED TO PROTECT THE TRADES PEOPLE AND STRUCTURE DURING CONSTRUCTION.

6. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS WITH THE STRUCTURAL DRAWINGS TO VERIFY ALL WALL, COLUMN, SLAB LOCATIONS, THICKNESSES, DIMENSIONS, AND PIPING THAT MAY BE REQUIRED DO NOT CONFLICT WITH ONE ANOTHER.

7. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF FOOTINGS, COLUMNS, CONCRETE SLABS, WALLS, SHAFTS, ETC., WITH ALL SUBCONTRACTORS INVOLVED.

8. SEE ARCHITECTURAL DRAWINGS FOR ANY OTHER DESIGN DETAILS/INFORMATION AS REQUIRED.

9. SEE ARCHITECTURAL DRAWINGS TO CONFIRM THE LOCATIONS OF DESIGN DETAILS

10. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.

11. DIMENSIONS NOTED PLUS OR MINUS (+/-) OR AS 'FIELD VERIFY' INDICATE UN-VERIFIED DIMENSIONS THAT REQUIRE CONFIRMATION OR DETERMINATION BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY OF CONFLICTS OR VARIATIONS FROM INDICATED DIMENSIONS.

12. IF ANY STRUCTURAL NOTES ARE IN CONFLICT WITH ARCHITECTURAL, OTHER DRAWINGS, OR THE SPECIFICATIONS, USE THE MOST STRINGENT REQUIREMENT FOR BIDDING AND CONSTRUCTING THE WORK.

13. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING ANY WORK. IMMEDIATELY REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE ENGINEER OF RECORD. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ENGINEER OF RECORD.

14. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND BE ACCOMPANIED BY SUBSTANTIATING CALCULATIONS.

15. THE STRUCTURAL ENGINEER HAS NEITHER THE AUTHORITY NOR THE RESPONSIBILITY TO OBSERVE THE CONSTRUCTION AND HAS BEEN RETAINED ONLY TO PROVIDE THESE DESIGN DOCUMENTS. STRUCTURAL OBSERVATIONS REQUIRED BY THE PROJECT SPECIFICATIONS OR THE BUILDING CODE, MUST BE PERFORMED BY A STRUCTURAL OBSERVER APPROVED BY THE ARCHITECT.

1. SPECIAL INSPECTION REQUIREMENTS: SPECIAL INSPECTION IS REQUIRED AND SHALL BE COMPLETED IN ACCORDANCE WITH IBC SECTION 1704, THE DRAWINGS AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS SHALL BE PERFORMED BY A TESTING AGENCY, DESIGNATED BY THE OWNER’S REPRESENTATIVE, QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS, AS WELL AS A FINAL SIGNED REPORT FOR THE INSPECTED ITEMS.

2. INSPECTION COORDINATION: THE CONTRACTOR IS TO COORDINATE THE SPECIAL INSPECTIONS BY PROVIDING ADEQUATE NOTICE TO THE INSPECTION AGENCY AND OWNER’S CONSTRUCTION REPRESENTATIVE OF DATES WHEN THE WORK WILL BE READY FOR INSPECTION. THE CONTRACTOR IS TO PROVIDE AN ALLOWANCE IN THE SCHEDULE FOR THE SPECIFIED INSPECTIONS TO OCCUR. ALL WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL THE REQUIRED INSPECTIONS ARE COMPLETED. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTION 110 OR OTHER SECTIONS OF THE IBC.

SPECIAL INSPECTION

DESIGN LOAD CRITERIAGENERAL NOTES

FOUNDATION NOTES

1. SUBMIT CONCRETE MIX DESIGN TO STRUCTURAL ENGINEER FOR APPROVAL A MINIMUM OF FOURTEEN DAYS PRIOR TO PLACEMENT. MIX DESIGN SHALL INCLUDE PROPORTIONS OF ALL INGREDIENTS INCLUDING ADMIXTURES,AGGREGATE GRADUATIONS, AND TYPE. RESULTS OF STRENGTH, SLUMP, AND AIR CONTENT TESTS, CERTIFICATES OF COMPLIANCE WITH ASTM STANDARDS FOR ADMIXTURES, WATER CEMENT RATIO, AND UNIT WEIGHT OF CONCRETE. PROPORTION CONCRETE BY LABORATORY TRIAL BATCHES IN ACCORDANCE WITH ACI 316. READY MIX SUPPLIER MAY PROPORTION BY FIELD EXPERIENCE PER ACI 318. FLYASH CONTENT SHALL NOT EXCEED 25% OF THE TOTAL WEIGHT OF CEMENT PLUS FLYASH.

2. ANY CONCRETE NOT IN CONFORMANCE WITH THE REQUIREMENTS LISTED HEREIN SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

3. ALL CAST IN PLACE (C.I.P.) CONCRETE, SHALL DEVELOP A MIN. 28 DAY COMPRESSIVE STRENGTH AS LISTED IN THE CONCRETE MIX DESIGNS TABLE BELOW:

4. CONDUCT SLUMP TEST IN ACCORDANCE WITH ASTM C143. MAXIMUM SLUMP OF POURED-IN-PLACE CONCRETE SHALL NOT EXCEED VALUES LISTED ON CONCRETE MIX DESIGNS TABLE. SCHEDULED SLUMP IS THE MAXIMUM ALLOWED AND SHALL BE ACHIEVED PRIOR TO ADDING ANY WATER REDUCING ADMIXTURES OR PLASTICIZERS.

5. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN ALL CONCRETE MIXES FOR WORK THAT IS EXPOSED TO WEATHER. WHERE ENTRAINED AIR IS NOT SCHEDULED, DO NOT ALLOW THE AIR CONTENT OF SLABS TO EXCEED 3% NATURALLY. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE.

6. TOLERANCES FOR CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 117. FINISH CONCRETE FLOOR SURFACES IN ACCORDANCE WITH ACI 301 AND ACI 302.1

7. FLATNESS/LEVELNESS TOLERANCES FOR CONCRETE FLOOR SURFACES SHALL BE A MIN OF 1/4" IN 10 FEET UNLESS MORE STRINGENT TOLERANCES ARE REQUIRED. CORRECT DEFECTS IN FLOOR BY GRINDING OR REMOVAL AND REPLACEMENT OF DEFECTIVE WORK AT NO ADDITIONAL COST TO THE OWNER. AREAS REQUIRING CORRECTIVE WORK SHALL BE APPROVED AFTER COMPLETION OF CORRECTIVE MEASURES.

8. CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) AND IN ADDITION SHALL COMPLY WITH ALL LOCAL LAWS AND ORDINANCES. WHERE CONFLICTING REQUIREMENTS OCCUR, THE MORE STRINGENT REQUIREMENT SHALL APPLY.

9. CONCRETE AND REINFORCING STEEL SHALL BE AS PER ACI 318 AND ACI 301. TESTING OF CONCRETE TO BE IN ACCORDANCE WITH ACI 301 BY AN INDEPENDENT TESTING AGENCY AT CONTRACTORS EXPENSE.

10. CURE CONCRETE A MINIMUM OF SEVEN DAYS IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN ACI 301.

11. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC UNLESS NOTED OTHERWISE.

12. DEFORMED BARS FOR REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, AND WELDED WIRE MESH (WWF) SHALL BE ASTM A185 (Fy = 65 KSI).

13. MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN ACCORDANCE WITH ACI 318. MINIMUM COVER FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL IS 3".

14. PROVIDE STRUCTURAL ENGINEER WITH SHOP DRAWINGS DETAILING REINFORCING STEEL. PRIOR TO FABRICATION, FOR APPROVAL. DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCING ACI 318, CRSI MANUAL OF STANDARD PRACTICE, AND CRSI PLACING REINFORCING BARS.

15. REINFORCING BAR HOOKS SHALL BE ACI STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 – DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.

16. REINFORCING BARS SHALL NOT BE WELDED.

17. BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318.

CONCRETE AND RELATED NOTES

CLASS "B" LAP SPLICES

SCHEDULE (Fy=60ksi)

BAR #4000psi & 4500 psi COMPRESSIVE

STRENGTH CONCRETE

(LAP SPLICE "L" IN INCHES)

#4 BAR 26

#5 BAR 32

#6 BAR 38

#7 BAR 56

#8 BAR 62

#9 BAR 70

#10 BAR 80

#11 BAR 88

1. ALL DETAILING OF REINFORCEMENT SHALL COMPLY WITH THIS SCHEDULE UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS.

2. THESE BAR DEVELOPMENT LENGTHS APPLY TO REGULAR WEIGHT CONCRETE, MULTIPLY THE SPECIFIED DEVELOPMENT LENGTH BY 1.3 FOR LIGHTWEIGHT CONCRETE.

3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING BARS OF DIFFERENT SIZES.

4. SPLICES IN HORIZONTAL REINFORCEMENT SHALL BE USED AT CONCRETE WALLS.

5. WHERE VERTICAL REINFORCING BARS ARE SPLICED IN CONCRETE WALLS WHICH SUPPORT UNBALANCED FILL, SPLICE NO MORE THAN 50 PERCENT OF BARS AT THE SAME ELEVATION.

SEE SCHEDULE

LAP SPLICE LENGTH (L)

NON-CONTACT LAPFOR CONCRETE 6

" M

AX

L / 5

SEE SCHEDULE

LAP SPLICE LENGTH (L)

WIRE CONTACT LAP

MIN. 2 WIRE TIES AT ALL SPLICES PROJECTINGFROM FOOTINGS, TYP.

1. STRUCTURAL DESIGN IN GENERAL ACCORDANCE WITH INTERNATIONAL BUILDING CODE (IBC) 2018. ALL DESIGN, MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE AFOREMENTIONED GOVERNING BUILDING CODE AND THE SUPPLEMENTARY CODES REFERENCED THEREIN.

2. THE PROJECT IS TO BE CONSTRUCTED IN THE STATE OF TENNESSEE

3. DEAD LOADSMECHANICAL UNIT LOAD = SEE DESIGN LOAD ON S1.1.

CEILING LOADSSUSPENDED CEILING 2 PSFM,E, & P ALLOWANCE 2 PSF

4. LIVE LOADSN/A

5. SNOW LOAD:GROUND SNOW LOAD: Pg = 10 PSFSNOW DRIFT LOADS PER ASCE 7, SECTION 7.7

6. WIND LOADSWIND LOADS SHALL BE APPLIED TO THIS STRUCTURE ACCORDING TO ASCE 7 AND THE FOLLOWING PARAMETERS:

ANALYSIS PROCEDURE METHOD 2 (ANALYTICAL PROCEDURE)BASIC DESIGN WIND SPEED = 81 MPHULTIMATE DESIGN WIND SPEED = 105 MPHRISK CATEGORY = IIWIND EXPOSURE = CDIRECTIONALITY FACTOR, Kd = 0.85TOPOGRAPHIC FACTOR, Kzt = 1.00

7. SEISMIC CRITERIAANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE ANALYSISRISK CATEGORY = IISEISMIC DESIGN CATEGORY = DSEISMIC IMPORTANCE FACTOR, Ie = 1.0SITE CLASS = D

SPECTRAL RESPONSE ACCELERATIONS:SS =0.591S1 =0.131SDS =0.523SD1 =0.204

CONTROLLING LATERAL FORCE RESISTING SYSTEM:STEEL ORDINARY CONCENTRICALLY BRACED FRAMES (MECH UNIT SUPPORT FRAME)RESPONSE MODIFICATION FACTOR, R = 3.25DEFLECTION AMPLIFICATION FACTOR, Cd = 3.25

STEEL ORDINARY MOMENT FRAMES (MECH UNIT SUPPORT FRAME)RESPONSE MODIFICATION FACTOR, R = 3.50DEFLECTION AMPLIFICATION FACTOR, Cd = 3.00

SEISMIC DESIGN FORCE COEFFICIENT 0.261 (PER ASCE 7 CH 13)SEISMIC DESIGN FORCE 0.80 KIPS

1. SAW CUT JOINTS AS SHOWN ON FOUNDATION PLAN. SCJ INDICATES EITHER A CONTRACTION JOINT OR A CONSTRUCTION JOINT PER TYPICAL DETAIL.

2. SAW JOINTS MAY BE RESIZED AND/OR RELOCATED BY THE ARCHITECT AS NEEDED, PROVIDED THE FOLLOWING MINIMUM RULES ARE APPLIED. SAW JOINT SPACING SHALL NOT EXCEED 15'x15', AND MAXIMUM LENGTH OF PANEL IS 1.5 TIMES THE WIDTH OF THE PANEL (TYPICAL 4" SLAB THICKNESS).

3. TERMINATE ALL SLAB POURS WITH A CONSTRUCTION JOINT.

4. ALL VERTICAL DOWELS SHALL BE PLASTIC TIPPED PER OSHA REQ. FOR FALL PROTECTION DURING CONSTRUCTION PROCESS.

5. ALL CONTINUOUS FOOTING REINFORCEMENT SHALL BE CONTINUOUS THROUGH ADJACENT FOOTINGS AND AROUND FOOTING CORNERS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING FOR STRUCTURES TO INSURE STABILITY DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURES AND FOUNDATIONS ARE DESIGNED FOR COMPLETED CONDITIONS ONLY. THEREFORE, ADDITIONAL SUPPORT MAY BE REQUIRED TO MAINTAIN STABILITY OF THE STRUCTURE BEFORE CONSTRUCTION IS COMPLETED.

7. WHEN FOUNDATION EXCAVATIONS MUST REMAIN OPEN AND ARE SUBJECT TO RAINFALL, THE EXCAVATIONS SHALL BE UNDERCUT, AND A 2" THICK MUD MAT OF 2,500 PSI CONCRETE SHALL BE PLACED IN THE BOTTOM TO PROTECT THE BEARING SOIL OR AS APPROVED BY THE GEOTECHNICAL ENGINEER.

8. COORDINATE LOCATIONS OF ANY SLEEVES THRU FOUNDATION WALL WITH THE MECHANICAL / PLUMBING DRAWINGS. SLEEVES MAY NOT BE PLACED IN FOOTINGS. IF REQUIRED, SEE TYPICAL FOOTING STEP DETAIL.

9. FOUNDATIONS ARE DESIGNED TO BEAR ON UNDISTURBED EARTH OR ENGINEERED COMPACTED FILL AT LEAST FROST DEPTH BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS AND DETAILS ARE MINIMUM. ESTABLISH THE ACTUAL BOTTOM-OF-FOOTING ELEVATIONS IN THE FIELD, BASED UPON THE GEOTECHNICAL ENGINEER’S ON-SITE OBSERVATIONS AND ADDITIONAL TESTING, IF REQUIRED, THAT WILL ACHIEVE THE ALLOWABLE DESIGN BEARING PRESSURE. NOTIFY ENGINEER OF ANY NECESSARY DEVIATIONS FROM THE FOOTING ELEVATIONS SHOWN ON THE DRAWINGS PRIOR TO CONSTRUCTING THE FOOTINGS.

1. SUBMIT SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE OWNER’S REPRESENTATIVE AND ENGINEER-OF-RECORD PRIOR TO ANY FABRICATION OR CONSTRUCTION. DIMENSION AND QUANTITY VERIFICATION ARE THE CONTRACTOR’S RESPONSIBILITIES AND ARE NOT REVIEWED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER THE ENGINEER PROCESSES THE SHOP DRAWING SUBMITTALS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

2. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ENGINEER OF RECORD IN WRITING.

3. COPIES OF STRUCTURAL DRAWINGS (PLANS AND/OR DETAILS) WILL NOT BE ACCEPTED AS SHOP DRAWINGS. ALL SHOP DRAWINGS MUST BE REPRODUCED BY THE RESPECTIVE SUPPLIERS AND DETAILED AS NECESSARY.

4. THE CONTRACTOR SHALL PROVIDE (10) WORKINGS DAYS IN HIS SCHEDULE FOR THE ENGINEER'S REVIEW OF EACH REQUESTED SUBMITTAL. THE (10) WORKING DAYS COMMENCE UPON THE ENGINEER'S RECEIPT OF A PROPERLY COMPLETED SUBMITTAL.

5. REQUIRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: CONCRETE MIX DESIGNS CONCRETE REINFORCEMENTSTRUCTURAL STEEL

SUBMITTALS1. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO THE ENGINEER. THE FOUNDATION DESIGN IS BASED ON THE ASSUMED SOIL PARAMETERS LISTED BELOW. THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO VERIFY AND INSPECT THE FOLLOWING DESIGN PARAMETERS. A GEOTECHNICAL ENGINEER LICENSED IN THE PROJECT STATE EMPLOYED BY THE TESTING LABORATORY SHALL REVIEW AND VERIFY THE FOLLOWING DESIGN PARAMETERS TO ENSURE THAT ANTICIPATED TOTAL SETTLEMENT WILL NOT EXCEED ONE INCH. IF ANY OF THE ACTUAL CONDITIONS IS DETERMINED TO DEVIATE FROM THE VALUES SPECIFIED, THE TESTING LABORATORY AND THE CONTRACTOR SHALL NOTIFY ENGINEER BEFORE CONSTRUCTION OF THE SHALLOW FOUNDATION SYSTEM.

ALLOWABLE SOIL BEARING PRESSURE = 2000 PSFFROST DEPTH = 18 INCHESBACKFILL MATERIAL WEIGHT = 110 PCF (GRANULAR FILL)ACTIVE PRESSURE = 35 PSF/FTAT REST PRESSURE = 75 PSF/FTPASSIVE PRESSURE = 250 PSF/FTCOEFFICIENT OF FRICTION = 0.35

SITE GEOTECHNICAL DATA

USAGE

FOUNDATIONS

EXTERIOR EXPOSED SLABS

f'c @ 28 DAYS

4,500 PSI

AIR ENTRAINED

5% +/- 1.5%

W/C RATIO

0.45 MAX

SLUMP

5" +/- 1"

CONCRETE MIX DESIGN TABLE

4,500 PSI 5% +/- 1.5% 0.45 MAX 5" +/- 1"

DESIGN LOADS ASCE 7-16COLD-FORMED STEEL AISI S100-16CONCRETE ACI 318-14STRUCTURAL STEEL AISC 360-16

REPAIR NOTES1. THE INTENT OF THE REPAIRS OUTLINED IN THESE DRAWINGS ADDRESS THE SPECIFIC CASES OBSERVED

AT SITE VISIT(S) PRIOR TO ISSUING THE CONSTRUCTION DRAWINGS. NO STRUCTURAL ANALYSIS HAS BEEN PERFORMED FOR THE EVALUATION OF THE ENTIRE BUILDING. THE REPAIRS OUTLINED IN THIS REPAIR ARE LIMITED TO THE ITEMS OBSERVED AND IS NOT INTENDED AS A COMPREHENSIVE ENGINEERING ASSESSMENT AND/OR REPAIR OF THE ENTIRE STRUCTURE. IN THE EVENT THAT ANY ADDITIONAL INFORMATION BECOMES AVAILABLE, WE RESERVE THE RIGHT TO REVISE THE REPAIR DETAILS CONTAINED WITHIN.

2. STRUCTURAL REPAIR DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND AS-BUILT CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IN WRITING OF ANY CONSTRUCTION DEFECTS OR UNFORESEEN CONDITIONS FOUND IN UNCOVERING WORK IN THE EXISTING CONSTRUCTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT SURFACES.

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:

JLI JEB JMJ


Phone (865) 546-3232

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GENERAL NOTES

28 October, 2019

S0.1


JLI

19219

STRUCTURAL SHEET LIST

SHEET NO. SHEET NAME

S0.1 GENERAL NOTES

S0.2 GENERAL NOTES

S1.1 FOUNDATION AND FRAMING PLANS

S2.1 SECTIONS & DETAILS

S2.2 SECTIONS & DETAILS

STRUCTURAL ABBREVIATIONS

(E) EXISTING

ADDL ADDITIONAL

ALT ALTERNATE

ARCH ARCHITECT

B/_ BOTTOM OF _

BLDG BUILDING

BRG BEARING

BTM BOTTOM

CFS COLD FORMED STEEL

CIP CAST-IN-PLACE

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DIA DIAMETER

DIM DIMENSION(S)

DWG DRAWING

ELEV ELEVATION

EMBED EMBEDMENT

EOR ENGINEER OF RECORD

EQ EQUAL

EXIST EXISTING

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FLR FLOOR

FTG FOOTING

FV FIELD VERIFY

HDP HOT-DIP GALVANIZED

HORIZ HORIZONTAL

HT HEIGHT

JBE JOIST BEARING ELEVATION

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT GA LIGHT GAUGE

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NTS NOT TO SCALE

OC ON CENTER

OFO OUTSIDE FACE OF

OH OVER HEAD

OOS OUT OF STEEL

OPP H OPPOSITE HAND

PAF POWDER-ACTUATED FASTENER

PDF POWER-DRIVEN FASTENER

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PT PRESSURE TREATED

REINF REINFORCEMENT

SCHED SCHEDULE

SIM SIMILAR

SSTL STAINLESS STEEL

STL STEEL

SW SHEAR WALL

T&B TOP & BOTTOM

T/_ TOP OF _

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

WP WORK POINT

WWF WELDED WIRE FABRIC

No. Date Description

0 10/28/19 Issued for Construction

1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING STRENGTHS AND SPECIFICATIONS: STEEL W-SHAPES 50 KSI, ASTM A992STRUCTURAL STEEL TUBE (SQUARE) 46 KSI, ASTM A500 GRADE BSTRUCTURAL STEEL TUBE (ROUND) 42 KSI, ASTM A500 GRADE BSTEEL PIPE 35 KSI, ASM A53STEEL PLATES, ANGLES, CHANNELS, AND BARS 36 KSI, ASTM A36COLUMN BASE PLATES 50 KSI, ASTM A572HIGH STRENGTH BOLTS ASTM A325 OR A490COLUMN ANCHOR RODS ASTM A36THREADED RODS ASTM A36

2. ALL DETAILING FABRICATION AND ERECTION OF STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE REQUIREMENT OF THE AISC MANUAL OF STEEL CONSTRUCTION (LATEST EDITION), SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING LOAD AND RESISTANCE FACTOR DESIGN, AND CODES OF STANDARD PRACTICE.

3. THE STRUCTURAL STEEL FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS NOT FULLY DETAILED ON THE DRAWINGS. THE FABRICATOR SHALL SUBMIT CONNECTION DESIGN CALCULATIONS AND SELECTION DATA FOR REVIEW BY THE ENGINEER OF RECORD THAT INDICATE THE CONNECTION DESIGN IS IN ACCORDANCE WITH ALL APPLICABLE CODES AND SPECIFICATIONS.

4. FABRICATION AND ERECTION SHALL BE DONE BY STEEL FABRICATORS AND ERECTORS CERTIFIED BY THE AISC QUALITY CERTIFICATION PROGRAM, CATEGORY STD (OR MB), OR HAVE AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ARCHITECT CERTIFY THAT THE FABRICATION PROCEDURES USED IN THIS WORK ARE IN ACCORDANCE WITH AISC SPECIFICATIONS. ERECTORS SHALL BE CERTIFIED BY THE AISC QUALITY CERTIFICATION PROGRAM, CATEGORY CSE (OR ASCE).

5. SUBMIT SHOP DRAWINGS OF STRUCTURAL STEEL, SHOWING MEMBER SIZES, LOCATIONS AND CONNECTION DETAILS, TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

6. STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED, IF NOTED ON THE ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. PRIMER SHALL BE THE FABRICATOR'S STANDARD LEAD AND CHROMATE FREE, NON-ASPHALTIC, RUST-INHIBITING PRIMER. STEEL ANCHORS, TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. STEEL ENCASED WITH CEMENTITIOUS FIREPROOFING SHALL NOT BE PAINTED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS OF UNEQUAL PARTS.

8. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123. GALVANIZE BOLTS AND SIMILAR THREADED FASTENERS EXPOSED TO WEATHER IN ACCORDANCE WITH ASTM A153, CLASS C AND D, AS APPLICABLE. ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A780 (GALVACON OR EQUIVALENT).

9. GUSSET PLATES SHALL BE A MINIMUM OF 3/8 INCH THICK UNLESS NOTED OTHERWISE.

10. USE ONLY WELDERS CERTIFIED IN ACCORDANCE WITH AWS D1.1, STRUCTURAL WELDING CODE - STEEL.

11. ELECTRODES TO BE E70XX SERIES FOR SHOP WELDING A36 STEEL, AND E70XX SERIES LOW-HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS, AND FOR ALL FIELD WELDING.

12. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS.

13. WELDS NOT CALLED-OUT ON DRAWINGS ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN ACCORDANCE WITH AWS D1.1. FILLET WELDS WITHOUT A SPECIFIED LENGTH SHALL BE CONTINUOUS.

14. ALL FILLET WELDS BY EACH WELDER SHALL BE VISUALLY INSPECTED. ALL COMPLETE PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING.

15. COLUMN BASEPLATES SUPPORTED BY NONMETALLIC, NON-SHRINK GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C109. BASEPLATE CONNECTIONS ARE NOT DESIGNED TO PROVIDE STABILITY OF COLUMNS DURING ERECTION.

16. PROVIDE HEAVY HEX NUTS AND WASHERS COMPLYING WITH THE REQUIREMENTS OF TABLE 14-2 IN THE AISC STEEL CONSTRUCTION MANUAL UNLESS THICKER AND/OR LARGER WASHERS ARE NOTED ON THE DRAWINGS. HOLE DIAMETER IN WASHERS SHALL BE THE ANCHOR ROD DIAMETER + 1/16 INCH. IN LIEU OF HEADED RODS, THREADED RODS WITH A HEAVY HEX NUT FULLY ENGAGED AND TACK WELDED TO THE EMBEDDED END MAY BE USED.

17. UNLESS LISTED IN SECTION J1 OF THE AISC MANUAL OF STEEL CONSTRUCTION, AND UNLESS SHOWN ON THE STRUCTURAL DRAWINGS, BOLTS ARE TO BE TIGHTENED TO THE SNUG-TIGHT CONDITION. BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.

18. PROVIDE 1/2" CAP PLATE, UNO, WELDED ALL AROUND AT ALL EXPOSED ENDS OF TUBULAR MEMBERS.

19. PROTECT ALL STEEL BELOW GRADE BY ENCASING IN CONCRETE OR PAINTING WITH BITUMASTIC PAINT.

20. ABBREVIATIONS:L DENOTES STRUCTURAL STEEL ANGLEW DENOTES STRUCTURAL STEEL "H" MEMBERHSS DENOTES HOLLOW STRUCTURAL STEEL MEMBERC DENOTES STRUCTURAL STEEL CHANNEL

STRUCTURAL STEEL AND RELATED NOTES

MECHANICAL & ADHESIVE ANCHOR NOTES1. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY

MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

2. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS AND IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

3. HOLES FOR INSTALLING REINFORCING BARS, BOLTS, THREADED RODS AND INSERTS SHALL BE DRILLED USING THE ICC APPROVED DRILLING METHOD FOR THE ANCHOR TO BE INSTALLED. NON-DESTRUCTIVELY LOCATE EXISTING REINFORCING PRIOR TO DRILLING. DO NOT CUT EXISTING REINFORCING.

4. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR VERTICALLY OVERHEAD ORIENTATIONS THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

5. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS.

6. PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING CODE AND PER THE CURRENT ICC-ES REPORT

SIMPSON TITEN HD SCREW ANCHOR IN CONCRETE INSTALLATION TORQUE

NOMINAL SCREW ANCHOR DIAMETER

INSTALLATION TORQUE TMAX [FT-LB]

5/8"

100

3/4"

150

3/8"

50

1/2"

65

1/4"

24

HILTI HY-200 ADHESIVE WITH HAS/HIT-V THREADED ROD IN NORMAL WEIGHT CONCRETE INSTALLATION TORQUE

NOMINAL ROD DIAMETER

INSTALLATION TORQUE TMAX [FT-LB]

3/8"

15

1/2"

30

5/8" 3/4" 7/8 1" 1 1/4"

60 100 125 150 200

1. SHOP DRAWINGS SHOWING MEMBER SIZES, LOCATIONS AND CONNECTION DETAILS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL, IF REQUIRED.

2. ALL LIGHT GAUGE STEEL FRAMING SHALL CONFORM TO THE AMERICAN IRON AND STEEL INSTITUTE'S (AISI) DESIGN AND CONSTRUCTION GUIDELINES, LATEST EDITION.

3. LIGHT GAUGE METAL FRAMING SHALL BE AS SPECIFIED. PROVIDE DOUBLE STUDS ON BOTH SIDES OF ALL OPENINGS IN BEARING WALLS AND EXTERIOR WALLS, UNLESS NOTED OTHERWISE.

4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND TRANSITIONS OF METAL STUD WALLS.

5. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENT OF ASTM A653.

6. ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED, MEETING THE REQUIREMENTS 0F ASTM A924.

7. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR BY WELDING. WELDS TO BE OF SUFFICIENT SIZE TO ENSURE THE FULL STRENGTH OF THE CONNECTION AND/OR AS SHOWN ON THE DRAWINGS. NO BURN THROUGHS ALLOWED.

8. ALL FIELD WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT.

9. SPLICES OF FRAMING COMPONENTS AND BRACING (OTHER THAN RUNNER TRACK) WILL NOT BE PERMITTED.

10. TEMPORARY ERECTION BRACING SHALL BE PROVIDED BY AND IS THE RESPONSIBILITY OF THE CONTRACTOR.

11. WALL STUDS SHALL BE LATERALLY BRACED WITH HORIZONTAL CHANNELS SPACED AT 48" O.C., MAX. BRACING MUST BE INSTALLED IMMEDIATELY AFTER THE WALL STUDS ARE ERECTED.

12. WALL STUDS SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNERS.

13. WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND POINTS OF CONCENTRATED LOADS.

14. ALL LINTELS SHALL BE DOUBLE JOISTS INSTALLED IN A BOX CONFIGURATION. LINTELS TO BE AS SPECIFIED AND SHOWN IN DETAILS, AND PER STUD MANUFACTURER.

15. RUNNERS SHALL BE OF THE SAME GAUGE THICKNESS AS THE WALL STUDS, UNO.

16. ALL INTERIOR 6" METAL STUDS WILL BE 600S162-43, 33 KSI @ 16" O.C. UNLESS OTHERWISE NOTED. ALL INTERIOR 3 5/8" METAL STUDS WILL BE 362S162-33, 33 KSI @ 16" O.C. UNLESS OTHERWISE NOTED. METAL STUD DESIGNATIONS CONFORM TO STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).

17. MATERIAL PROPERTIES: 16 GAUGE (54 MIL) AND HEAVIER COLD-FORMED STRUCTURAL TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, STEEL WITH A MINIMUM Fy = 50 KSI. ALL 18 GAUGE (43 MIL) AND LIGHTER COLD-FORMED STRUCTURAL TRACKS, STUDS AND JOISTS SHALL BE FORMED FROM ASTM A653, WITH A MINIMUM Fy = 33 KSI. ALL STUDS, TRACKS AND JOISTS SHALL BE GALVANIZED ACCORDING TO ASTM A924. STUDS, RUNNERS (TRACK), BRACING AND BRIDGING SHALL BE MANUFACTURED PER ASTM C955.

18. FASTENINGS SHALL BE AS SHOWN ON THE DRAWINGS USING CORROSION-RESISTANT SELF DRILLING SCREWS OR WELDING. FASTENINGS NOT SHOWN SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND SHALL MEET MINIMUM FASTENER AND SCREW PATTERNS IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. MINIMUM CONNECTIONS SHALL BE ACCOMPLISHED WITH SELF-DRILLING SCREWS (MINIMUM (2)-#10 SCREWS IN EACH MEMBER) OR WELDING (MINIMUM, 1/8" x 1" FILLET WELDS), AT THE TOP AND BOTTOM OF THE RESPECTIVE MEMBERS WEB. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH ZINC PAINT.

COLD FORMED METAL FRAMING NOTES

MEMBER DEPTH:(EXAMPLE: 6"=600x1/100 INCHES)ALL MEMBER DEPTHS ARE TAKEN IN1/100 INCHES. FOR ALL "T" SECTIONSMEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION

FLANGE WIDTH: (EXAMPLE: 1 5/8"=1.625" ~ 162x1/100 INCHES)ALL FLANGE WIDTHS ARE TAKEN IN 1/100INCHES

STYLE: (EXAMPLE: STUD OR JOIST SECTION = S)THE FOUR ALPHA CHARACTERS UTILIZEDBY THE DESIGNATOR SYSTEM ARE:S = STUD OR JOIST SECTIONT = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS

MATERIAL THICKNESS: (EX: 0.0054 IN. =54 MILS; 1 MIL =1/1000 IN.)MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MIN. BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS.

600 S 162 - 54

THICKNESS - STEEL COMPONENTS

MIN. THICKNESS(MILS)

18

27

30

33

43

54

68

97

DESIGN THICKNESS(INCHES)

0.0188

0.0283

0.0312

0.0346

0.0451

0.0566

0.0713

0.1017

REFERENCE ONLY(GAUGE NO.)

25

22

20-DRYWALL

20-STRUCTURAL

18

16

14

12

THICKNESS(MILS)

S125

S137

S162

S200

S250

DESIGN STIFFENING LIP LENGTH

DESIGN THICKNESS(INCHES)

1 1/4"

1 3/8"

1 5/8"

2"

2 1/2"

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:

JLI JEB JMJ


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GENERAL NOTES

28 October, 2019

S0.2


JLI

19219



A

B

2

S1.1

2

NEW 3 5/8" INTERIOR CFS STUD WALL, SEE SCHEDULE. TOP OF WALL SHALL BE 1'-0", MIN, ABOVE CEILING. COORD CEILING HEIGHT W/ ARCH

EXISTING CONCRETE SLAB-ON-GRADE, FIELD VERIFY

T/SLAB EL = 0'-0"

EXISTING CFS STUD WALL TO REMAIN, TYP, FIELD VERIFY

HATCH INDICATES TOP EXISTING CFS STUD WALL TO BE EXTENDED TO MATCH NEW WALL HEIGHT AS SHOWN IN DETAIL

MECHANICAL EQUIPMENT PAD AND SUPPORT FRAME, SEE ENLARGED PLANS ON THIS SHEET

EXISTING FULL-HEIGHT CFS STUD WALL TO BE REPAIRED PER DETAIL SEE ARCH DRAWINGS FOR ADDITIONAL INFO

EXISTING STEEL EXIT PLATFORM & STAIRS TO REMAIN, FIELD VERIFY

1

EXISTING CMU WALL TO REMAIN, TYP, FIELD VERIFY

/10 S2.1

/9 S2.1

EXISTING DOCK LEVEL PAVING, FIELD VERIFYT/PAVING EL = -4'-4" +/-

A

B

2

L3X3X1/4 KNEE BRACE, TYP

DOAS-1 MECH UNIT, SEE MECH DWGS

2

S2.2

3

S2.2

1' - 0" 10' - 0" 1' - 0"

4' -

4"

W8X18

W8X

18

W8X18

W8X

18

1

10' - 0"

MECH UNIT ON CONCRETE PAD BELOW, SEE MECH DWGS

A

B

2

1

S2.2

SEE NOTE 5

4' - 10" 10' - 0"

SEE NOTE 5

9' - 2"

24' - 0" , SEE NOTE 5

14

' - 0

" , S

EE

NO

TE

5S

EE

NO

TE

5

5' -

1"

4' -

4"

SE

E N

OT

E 5

4' -

7"TF1X16

TF1X16

TF

1X

16

HSS5X

5X1/

4

HSS5X

5X1/

4

HSS5X

5X1/

4

HSS5X

5X1/

4

STEEL BOLLARD AT 5'-0" OC, MAX, TYP. SEE TYPICAL DETAIL & COORD LOCATIONS W/ OWNER

MECH UNIT ABOVE, SEE MECH DWGS

CONTROL JOINTS AT 15'-0" OC MAX, SEE TYPICAL DETAIL

CONCRETE SLAB-ON-GRADE, SEE PLAN NOTEST/SLAB EL = -4'-1" +/- AND SHALL BE 1" ABOVE EXISTING PAVING ELEVATION, FIELD VERIFY

L3X3X1/4 KNEE BRACE, TYP

1

EXISTING STEEL EXIT PLATFORM & STAIRS TO REMAIN, FIELD VERIFY

MECH UNIT ON CONCRETE PAD, SEE MECH DWGS

BOLLARD SHALL BE LOCATED OUTSIDE OF UNIT CLEARANCE, COORD W/ MECH EQUIP & OWNER

.

EDGE OF PAD TO BE INSTALLED 1'-0", MIN, CLEAR FROM FACE OF EXISTING WALL

(2) #4 X 5'-0" LG BARS CENTERED AT RE-ENTRANT CORNER, TYP

5' - 0" , FV

3' -

6"

, F

V

FORM & POUR PAD AROUND EXISTING STEEL PLATFORM, MIN 6" CLEARANCE, FIELD VERIFY

TF

1X

16

REDIRECT GUTTERS AWAY FROM PAD AS REQUIRED

EQUIPMENT FOUNDATION PLAN NOTES

1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 0'-0", UNLESS NOTED OTHERWISE. TOP OF EXISTING INTERIOR CONCRETE SLAB-ON-GRADE IS AT THE REFERENCE ELEVATION UNLESS NOTED OTHERWISE.

2. TOP OF EXTERIOR FOOTING ELEVATION = -4'-1", TYPICAL, UNLESS NOTED OTHERWISE.3. CONCRETE SLAB-ON-GRADE FOR MECHANICAL PAD IS 6 INCHES THICK, AIR ENTRAINED PER SCHEDULE, AND

REINFORCED WITH WWF 6X6 W2.9XW2.9. SLAB ON GRADE SHALL BE PLACED OVER 4 INCHES (MIN) COMPACTED GRANULAR FILL.

4. COORDINATE CONCRETE PAD LOCATION W/ MECHANICAL DRAWINGS.5. COORDINATE CONCRETE PAD DIMENSIONS W/ EQUIPMENT MANUFACTURER & MECHANICAL DRAWINGS.6. 'TF' DENOTES TURN-DOWN SLAB EDGE FOOTING. SEE TYPICAL DETAIL FOR SIZE AND REINFORCING.7. FOR ADDITIONAL NOTES AND INFORMATION, SEE GENERAL NOTES SHEET.8. SEE MECHANICAL DRAWINGS AND MECHANICAL UNIT MANUFACTURER SPECIFICATIONS FOR ADDITIONAL

INFORMATION.9. ALL EXPOSED STEEL AND FASTENERS SHALL BE HOT DIPPED GALVANIZED, UNLESS NOTED OTHERWISE.

SUPPORT FRAME PLAN NOTES:

1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 0'-0", UNLESS NOTED OTHERWISE. TOP OF EXISTING INTERIOR CONCRETE SLAB-ON-GRADE IS AT THE REFERENCE ELEVATION UNLESS NOTED OTHERWISE.

2. TOP OF STEEL ELEVATION AT SUPPORT FRAME = -0'-4", TYPICAL, UNLESS NOTED OTHERWISE.A. TOP OF STEEL ELEVATION CORRESPONDS TO 4'-0" ABOVE TOP OF EQUIPMENT PAD

3. COORDINATE MECHANICAL EQUIPMENT CURB CONNECTIONS TO STEEL FRAMING WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

4. FOR ADDITIONAL NOTES AND INFORMATION, SEE GENERAL NOTES SHEET.5. FRAME HAS BEEN DESIGNED TO SUPPORT AAON DEDICATED OUTSIDE AIR UNIT MODEL RN-025

A. UNIT DESIGN WEIGHT = 2,830 LBS +/- 5%6. ALL EXPOSED STEEL AND FASTENERS SHALL BE HOT DIPPED GALVANIZED OR COAT EXISTING STEEL WITH

CORROSION RESISTANT PRIMER & PAINT. CONTRACTOR SHALL COORDINATE FINISH WITH OWNER.

KEYPLAN

FLOOR PLAN NOTES

1. ELEVATIONS ARE BASED ON A REFERENCE FLOOR ELEVATION OF 0'-0", UNLESS NOTED OTHERWISE. TOP OF EXISTING INTERIOR SLAB-ON-GRADE IS AT THE REFERENCE ELEVATION UNLESS NOTED OTHERWISE.

2. COORDINATE WALL TYPES AND WALL ASSEMBLIES WITH ARCHITECTURAL DRAWINGS, TYP.3. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, WALL SECTIONS, AND DIMENSIONS NOT SHOWN.4. FOR ADDITIONAL NOTES AND INFORMATION, SEE GENERAL NOTES SHEET.

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:

JLI JEB JMJ


Phone (865) 546-3232


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FOUNDATION ANDFRAMING PLANS

28 October, 2019

S1.1


JLI

19219

1/8" = 1'-0"S1.1

1 FLOOR PLAN

1/4" = 1'-0"S1.1

3 PLATFORM FRAMING PLAN

1/4" = 1'-0"S1.1

2 EQUIPMENT FOUNDATION PLAN

CONTINUOUS FOOTING SCHEDULEFTG MARK FTG 'L' FTG 'W' FTG 'H' REINF BAR 'C' REINF BAR 'T'

TF1X16 CONT 1' - 0" 1' - 4" (3)-#4 CONT (1TOP, 2 BTM) #4 TRANS @ 1'-6" OC

0' 4' 8' 16'

N

NTSS1.1

K FLOOR PLAN KEYPLAN

N

0' 2' 4' 8'

N

0' 2' 4' 8'



LIGHT GAUGE WALL STUD SCHEDULE

LOCATION STUD SIZE & SPACING TRACK

INTERIOR PARTITION

INTERIOR PARTITION

3 5/8" 20 GA (362S125-33) @ 16" OC

NOTES

6" 20 GA (600S125-33) @ 16" OC

3 5/8" 20 GA (362T125-33) TOP & BTM

6" 20 GA (600T125-33) TOP & BTM

MAX SPAN = 16'-0"

MAX SPAN = 23'-9"

NOTES:

1. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 18 & 20 GA STEEL AND 50 KSI FOR 12, 14, AND 16 GA STEEL.

2. ALL EXTERIOR & BEARING STUD WALLS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM OF 48" OC.

3. ALL INTERIOR STUD WALLS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM OF 48" OC.

4. FASTEN STUDS TO BOTTOM & TOP TRACKS W/ (1)-#10 TEK SCREW EA SIDE, TYP.5. INTERIOR STUDS ARE DESIGN TO RESIST A LATERAL SERVICE LEVEL WIND PRESSURE

OF 5 PSF.6. STUD WALL TOP TRACK FASTENED TO THE UNDERSIDE OF A LOAD BEARING ELEMENT

SHALL BE A LIGHT GAUGE SLIP TRACK OF EQUAL SIZE & GAUGE AS CONVENTIONAL TRACK AND ALLOW 1", MIN, OF VERTICAL DEFLECTION, UNO.

3 5/8" 18 GA (362S162-43) @ 16" OC

3 5/8" 18 GA (362T125-43) TOP & BTM

INTERIOR WALL EXTENSION

SEE WALL EXTENSION DETAIL

NOTES: 1. INTERIOR STUD WALL BRACING REQUIRED AT ALL INTERIOR PARTITION WALLS NOT EXTENDING TO DECK.2. IF STUD WALLS EXTEND TO DECK, PROVIDE SLOTTED SLIP TRACK PER SCHEDULE.3. KICKER ATTACHMENT TO STRUCTURE IS SHOWN WITH TWO DIFFERENT CONNECTION OPTIONS BASED ON IN-PLACE CONDITIONS. CONTRACTOR TO FIELD

VERIFY AND SELECT APPROPRIATE ATTACHMENT OPTION.4. DIAGONAL BRACES SHALL MAINTAIN A 45 DEGREE ANGLE (+-10 DEGREES) AND SHALL BE STAGGERED SO THAT A BRACE EXISTS AT 4'-0" OC, MAXIMUM.5. A DIAGONAL BRACE MUST BE PROVIDED AT EACH SIDE OF EACH PARTITION OPENING AT ALL LOCATIONS.

PROVIDE CONT TRACK, PER SCHEDULE, AT TOP OF WALLS FASTENED TO EA STUD W/ (1) #10 SCREW IN EA LEG

CEILING, SEE ARCH

1'-0

", T

YP

362S125-33 KICKERS @ 4'-0" OC BEYOND W/ (4) #10 SCREWS AT EA END

OPTION 2: 362S125-33 BRACES @ EA KICKER. FASTEN TO PURLIN W/ 16 GA CLIP ANGLE & (3)-#10 SCREWS EA LEG, TYP

362S125-33 KICKERS @ 4'-0" OC (BEYOND) W/ (4) #10 SCREWS AT EA END

OPTION 1: PROVIDE 16 GA (UA-135-16 OR APPROVED EQUAL) UTILITY CLIP W/ (2) 0.157" DIA HILTI X-U FASTENERS INTO METAL PURLIN

SEE ARCH

CEILING EL

LT GA WALL STUD, SEE SCHEDULE

DIAGONAL BRACING OPTION

PEMB ROOF PURLIN, TYP

PEMB METAL ROOF DECK

NOTES:

1. INTERIOR HEADERS ARE DESIGNED FOR LATERAL SERVICE LEVEL WIND PRESSURE OF 5 PSF.2. AT 6" STUD WALLS REPLACE:

A. 362T125-33 CLOSURE TRACKS WITH 600T125-33 B. 362S125-33 & 362S125-33 JAMBS AND TRACKS WITH 600S125-33 & 600T125-33 RESPECTIVELY.

HEADER MEMBERS, SEE SCHEDULE

ATTACH TRACKS TO HEADER MEMBERS W/ #10 TEK SCREWS @ 12" OC IN EA LEG, TYP HEADER TRACK

(TOP & BTM), SEE SCHEDULE

ATTACH WALL TRACK ABOVE TO EACH HEADER MEMBER W/ #10 TEK SCREWS @ 12" OC

WALL TRACK TO MATCH SIZE & GAUGE OF STUD

LT GA STUD, SEE PLAN

INTERIOR NON-LOAD BEARING HEADER SCHEDULE

MAX CLEAR ROUGH OPENING

CLOSURE TRACKS

FULL-HEIGHTJAMB STUDS

< 6'-4"

< 3'-6"

HEADER MEMBERS

(2) 600S125-33

(2) 362S125-33

(2) 362T125-33

(2) 362T125-33

(2) 362S125-33(1) 362T125-33

(1) 362S125-33(1) 362T125-33

FULL HEIGHT KING STUDS, SEE TYP JAMB DETAIL

EXTEND WEB OF EA HEADER STUD AS SHOWN & PROVIDE (4)-#10 SCREWS @ EA KING STUD, TYP

HEADER, SEE TYP DETAIL AND SCHED

FRAMING ABOVE TRACK NOT SHOWN FOR CLARITY

JAMB CLOSURE TRACK EXTENDS FULL HEIGHT

JACK STUD W/ CLOSURE TRACK PER SCHEDULE BELOW HEADER

ATTACH STUDS TO TRACKS W/ #10 TEK SCREWS @ 12" OC IN EA LEG, TYP

FULL HEIGHT TRACKS, SEE SCHED

ATTACH STUDS BACK-TO-BACK W/ (2) ROWS OF #10 TEK SCREWS @ 12" OC, TYP

SEE SCHEDKING STUDS

SEE SCHEDJACK STUDS

TRACK BELOW HEADER, SEE SCHED

#10 TEK SCREW EACH SIDE OF EACH STUD

ATTACH TRACK TO CONC SLAB W/ (2) HILTI X-U PDF'S (0.157 DIA X 1 1/2" LG) AT 16" OC, MAX.

EXISTING CONC SLAB, FIELD VERIFY

CONT BTM TRACK, SEE SCHEDULE

FIELD VERIFY

T/SLAB EL

LT GA STUD & SPACING, SEE SCHEDULE

PROVIDE STUD BRACING PER GENERAL NOTES

CONT TOP TRACK, SEE SCHEDULE #10 TEK SCREW EACH

SIDE OF EACH STUD

NOTE:WHERE STUD WALL & TRACK OCCURS AT EDGE OF SLAB, PROVIDE 2 1/4", MIN, FROM EDGE OF SLAB TO FASTENERS

SEE PLANS AND/OR DETAILS FOR FRAMING ABOVE

DEFLCTION TRACK, SEE SCHEDULE


METAL STUD WALL,SEE PLAN & STUD SCHEDULE

PEMB ROOF PURLIN

VARIESFIELD VERIFY

ROOF ELEV

6" 20 GA (600S125-33) JOIST @ 48" OC, MAX

PEMB ROOF PURLIN, TYP

FASTEN TO PURLIN W/ 16 GA CLIP ANGLE & (3)-#10 SCREWS EA LEG, TYP


DEFLECTION TRACK, SEE SCHEDULE

METAL STUD WALL,SEE PLAN & STUD SCHEDULE

WALL PERPENDICULAR TO ROOF FRAMING

WALL PARALLEL TO ROOF FRAMING

LT GA STUD & SPACING, SEE SCHEDULE

CONT SLOTTED SLIP TRACK, SEE SCHEDULE #10 TEK SCREW EACH

SIDE OF EACH STUD

SEE FRAMING DETAILS FOR FRAMING ABOVE

SLOTTED SLIP TRACK SCHEDULE

STUD SIZE

3 5/8"

6"

GAUGE

18 GA

16 GA

20 GA

18 GA

16 GA

20 GA

SLIP TRACK

362CST250-30

NOTES:1. ATTACHMENT TO FRAMING ABOVE TRACK SHALL BE

W/ (2) PAF, MIN, @ 16" OC, MAX, UNO2. ALL TRACKS TO BE MARINO/WARE

362CST250-43

362CST250-54

600CST250-33

600CST250-43

600CST250-54

1/2" GAP, MIN

VERIFY STUD IS FASTENED TO TRACK W/ #10 TEK SCREW EACH SIDE OF EACH STUD

ATTACH TRACK TO CONC SLAB W/ (2) HILTI X-U PDF'S (0.157 DIA X 1 1/2" LG) AT 16" OC, MAX.

EXISTING CONC SLAB, FIELD VERIFY

EXISTING CONT BTM TRACK, FIELD VERIFY

FIELD VERIFY

T/SLAB EL

EXISTING CFS STUD WALL, FIELD VERIFY

PROVIDE STUD BRACING PER GENERAL NOTES

HIDDEN LINE INDICATES APPROXIMATE SHIFTED STUD WALL LOCATION

GYP BOARD, SEE ARCH

REPAIR NOTES:1. REMOVE BOTTOM 8'-0" OF GYP BOARD TO EXPOSE CFS STUDS AND TRACK.2. AT THE LOCATIONS WHERE THE BOTTOM OF WALL AND TRACK HAS SHIFTED,

REMOVE ANY TRACK-TO-SLAB FASTENERS.3. STRAIGHTEN CFS STUD WALL AS REQUIRED TO VERTICALLY ALIGN STUD WALL. 4. PROVIDE TRACK FASTENING AS SPECIFIED IN DETAIL.5. IF ANY EXISTING STUD IS DAMAGED O BUCKLED, SISTER WITH A 6" 18 GA

(600S162-43) STUD WITH (2) #10 SCREWS AT 12" OC. EXTEND SISTERED STUD 2'-0" BEYOND UNDAMAGED REGION.

6. INSTALL NEW GYP BOARD PER ARCH DRAWINGS. PATCH AND REPAIR ADJACENT WALL SECTIONS AS REQUIRED TO MATCH EXISTING.

FIELD VERIFY

(E) CEILING EL

18 GA STUD EXTENSION TO MATCH SIZE & SPACING OF EXISTING, SEE WALL STUD SCHEDULE FOR ADDITIONAL INFORMATION

REMOVE (E) TOP TRACK

SEE TYP TOP OF WALL BRACING DETAIL FOR ADDITIONAL FRAMING

CONT TOP TRACK, SEE SCHEDULE

#10 TEK SCREW EACH SIDE OF EACH STUD

12'-0" +/-FIELD VERIFY

T/(E) WALL EL

SEE PLAN

T/NEW WALL EL

(EX

TE

NS

ION

LE

NG

TH

X 0

.5, M

IN)

1' -

6"

, M

IN

(4'-0

" M

AX

)

3'-0

" E

XT

EN

SIO

N,

MIN

EXISTING INTERIOR WALL STUD, FIELD VERIFY

GYP BOARD, SEE ARCH

(2) ROWS OF (3) #10 SCREWS STAGGERED AS SHOWN

6"

, T

YP

8'-0", MAX - 6" 18 G

A, M

IN (600S

162-43)

5'-0", MAX - 3 5/8" 20 G

A, M

IN (362S

125-33)

1

1

FASTEN W/ (4) #10 SCREWS, TYP

CORNER WALL BRACING

CFS CONT TOP TRACK, SEE WALL SCHEDULE

CFS WALL STUDS BEYOND, SEE PLAN & WALL SCHEDULE

NOTE:1. DETAIL IS APPLICABLE FOR WALLS THAT DON'T EXTEND TO DECK.2. BRACING CONFIGURATION SHOWN IS INTENDED ONLY FOR INTERIOR

WALLS AND AN INTERIOR WIND PRESSURE OF 5 PSF. 3. DETAIL IS INTENDED TO SUPPLEMENT TOP OF WALL BRACING DETAIL.

COORDINATE TOP OF WALL BRACING LOCATIONS WITH CORNER BRACING LOCATIONS AS REQUIRED TO AVOID CONFLICT DURING INSTALLATION

Sheet Number:

Date:

Sheet Contents:

Location:

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SECTIONS &DETAILS

28 October, 2019

S2.1


JLI

19219

1" = 1'-0"S2.1

1 LT GA WALL STUD SCHEDULE1" = 1'-0"S2.1

2 TYP INTERIOR LT GA STUD WALL BRACING

1 1/2" = 1'-0"S2.1

6 INTERIOR HEADER SCHEDULE3/4" = 1'-0"S2.1

7 INTERIOR HEADER BEARING DETAIL

1 1/2" = 1'-0"S2.1

8 TYP JAMB DETAIL

1" = 1'-0"S2.1

5 TYP STUD & TRACK CONN DETAIL

1" = 1'-0"S2.1

3 TYP INTERIOR LT GA STUD WALL BRACING - SLIP TRACK OPTION

1" = 1'-0"S2.1

4 SLOTTED SLIP TRACK SCHEDULE

1" = 1'-0"S2.1

9 (E) CFS STUD WALL REPAIR1" = 1'-0"S2.1

10 (E) CFS STUD WALL EXTENSION DETAIL3/4" = 1'-0"S2.1

11 TOP CORNER OF CFS WALL BRACING



CONC SLAB & REINF, SEE PLAN

3/4" CHAMFER AT ALLEXPOSED EDGES, FIELD VERIFY

3"

3"

1' - 0"

6"

BAR "T": #4 BAR AT 18" OC TRANS

BAR "C": (3) #4 BARS 1TOP, 2BOTTOM

GRAVEL SUBBASE

#4 L-BAR AT 24" OC12"x48"

1' -

4"

SEE PLAN

T/PAD EL

EXISTING PAVING, FIELD VERIFY

3"

, M

IN

ANGLE KNEE BRACE, SEE PLAN

3/8" GUSSETS W/ (2) 3/4" DIA BOLTS, TYP

STEEL BEAM, SEE PLAN

EXTENDED SHEAR TAB W/ (3) 3/4" DIA BOLTS AT W12(2) 3/4" DIA BOLTS AT W8

STIFFENER, SEE TYP DETAIL

STEEL BEAM, SEE PLAN

MECH EQUIPMENT, SEE MECH DWGS

3/4"X6"X1'-0" CAP PLATE W/ (4) 3/4" DIA BOLTS

STEEL COLUMN, SEE PLAN

ANCHOR BOLT & BASE PLATE, SEE TYP DETAIL

3/16

3/16

3/16

3/16

SEE PLAN

T/SLAB EL

SEE PLAN

T/STL EL

1

2

S2.2

1

MECH EQUIPMENT CURB, BY EQUIP MFR

SEE PLAN

1/4STEEL BEAM, SEE PLAN

STIFFENER, SEE TYP DETAIL

3/4"X6"X1'-0" CAP PLATE W/ (4) 3/4" DIA BOLTS

STEEL COLUMN, SEE PLAN

ANCHOR BOLT & BASE PLATE, SEE TYP DETAIL

SEE PLAN

T/SLAB EL

SEE PLAN

T/STL EL

S2.2

1

SEE PLAN

SEE PLAN

MECH EQUIPMENT, SEE MECH DWGS

MECH EQUIPMENT CURB, BY EQUIP MFR

1' -

0"

1 1/2" 9" 1 1/2"

1' - 0"

3/4" A36 BASE PLATE W/ 1" MIN GROUT

1/4

STEEL COLUMNPER PLAN

(4) 5/8" DIA X 6" LG TITEN HD SCREW ANCHORS (HDG OR SSTL) EMBEDDED 4", MIN

NOTE: ALL EXPOSED STEEL AND FASTENERS SHALL BE HOT DIPPED GALVANIZED

1 1

/2"

9"

1 1

/2"

WIDE FLANGE STEEL BEAM, SEE PLAN

CLIP PLATE CORNERS TO FIT, TYP

STIFFENER PLATE (PL 3/8, UNO) MATCH FLANGE WIDTH, UNO

TYP

k + 3/8" MAX, TYP

k + 3/8" MAX, TYP

FTG PER PLAN

CORNER BAR TO MATCH FTG LONG BAR SIZE & QTY, TYP. LAP BARS PER SCHEDULE

LONG BAR PER FTG SCHED

SAWED CONTRACTION JOINT,LOCATE AS SHOWN ON PLANFILL WITH POLYURETHANE JOINTFILLER AND SHAVE FLUSH

CONC SLAB & REINF, SEE PLAN

H/3

CONTRACTION JOINT

"H"

0'-0"

F.F.E.

-2'-8", MIN

B/FTG4"

ROUND-OFF TOP OFCONCRETE

6" PAINTED STD STEEL PIPE FILLED WITH CONCRETE. COLOR TBD BY OWNER

PAVING, SEE CIVIL

SONOTUBE FORM WHEREBOLLARDS ARE IN GRAVELFILL BELOW SLAB

CONCRETE FOOTING WITH6x6 W2.9xW2.9 WWF WRAP, MIN

4'-0", MAX

T/ BOLLARD

1' - 4" DIA , MIN

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:

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SECTIONS &DETAILS

28 October, 2019

S2.2


JLI

19219

1" = 1'-0"S2.2

1 TYPICAL MECH PAD SLAB EDGE1" = 1'-0"S2.2

2 FRAMING SECTION1" = 1'-0"S2.2

3 FRAMING SECTION

1 1/2" = 1'-0"S2.2

6 TYP STEEL COL BASEPLATE DETAIL1 1/2" = 1'-0"S2.2

5 TYP STIFFENER PLATE DETAIL3/4" = 1'-0"S2.2

8 TYPICAL FOOTING CORNER BARS3/4" = 1'-0"S2.2

7 CONCRETE FLOOR SLAB JOINTS

3/4" = 1'-0"S2.2

4 TYPICAL STEEL BOLLARD DETAIL



SYMBOL DESCRIPTION TYPESPRAY

SPRINKLER LEGEND

PENDENT SPRINKLER HEAD

TEMP ORIFICE TYCO MODEL# FINISH

ORDINARY 175 oF 1/2"10' X 12' TY4931 CHROME

7M2.1

2608

PRODUCTION1

352

TESTINGSTORAGE

3527

TESTING2

EXISTINGSPRINKLER SYSTEM

EXISTINGSPRINKLER SYSTEM

UTILITY DROP LOCATIONS (TYPICAL)

FIRE PROTECTION & AUTOMATIC SPRINKLERS1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ANY EXISTING

CONDITIONS AND THE LOCATION OF EXISTING WATER SERVICE. ALSO, REFER TO SITE PLAN. THE CONTRACTOR SHALL DETERMINE EXISTING WATER FLOW DATA FROM RECENT FLOW TEST PRIOR TO CALCULATING SYSTEM.

2. ALL TAP FEES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR INCLUDING WATER, SEWER, GAS, ELECTRIC, AND OTHER CONNECTIONS.

3. CONFIRM FIRE PROTECTION COVERAGE REQUIREMENTS WITH AUTHORITIES HAVING JURISDICTION AND OWNER'S INSURANCE CARRIER.

4. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AUTOMATIC SPRINKLER SYSTEM. THE ENTIRE BUILDING SHALL BE SPRINKLERED. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED USING THE FOLLOWING CRITERIA:A. CLASS ROOMS, CORRIDORS, OFFICE AREAS, TOILET ROOMS AND LIKE

OCCUPANCIES WELL SUBDIVIDED: 0.1 GPM DENSITY OVER MOST REMOTE 1,500 SQ. FT. COVERAGE SHALL BE 225 SQ. FT. PER SPRINKLER MAXIMUM USING 165°F TEMPERATURE RATING.

B. STORAGE ROOMS: 0.15 GPM DENSITY OVER THE MOST REMOTE 1,500 SQ. FT. COVERAGE SHALL BE 130 SQ. FT. PER SPRINKLER MAXIMUM USING 165°F TEMPERATURE RATING.

C. EQUIPMENT ROOMS AND LIKE OCCUPANCIES: 0.15 GPM OVER THE MOST REMOTE 1,500 SQ. FT. COVERAGE SHALL BE 130 SQ. FT. PER SPRINKLER MAXIMUM USING 286°F TEMPERATURE RATING.

D. PROVIDE SPRINKLERS ABOVE AND BELOW CEILING WHERE DEEMED NECESSARY TO CONFORM TO NFPA REQUIREMENTS.

5. FIRE PROTECTION SYSTEM TO CONFORM TO ALL REQUIREMENTS OF NFPA 13 AND 14 LATEST EDITIONS AS ADOPTED AND APPROVED BY THE LOCAL MUNICIPALITY ALONG WITH APPLICABLE STATE AND LOCAL RULES AND REGULATIONS INCLUDING OWNER'S INSURANCE COMPANY.

6. FURNISH AND INSTALL THE FOLLOWING SPRINKLER TYPES USING GEM FUSIBLE LINK SPRINKLERS (OR EQUAL). PROVIDE FLAT PLATE ESCUTCHEONS WHERE REQUIRED AT WALL AND CEILING PENETRATIONS.A. FINISHED SPACES: CLASS ROOMS, TOILET ROOMS, CORRIDORS, OFFICES AND

LIKE OCCUPANCIES HAVING SUSPENDED CEILINGS SHALL BE PROVIDED WITH RECESSED PENDENT SPRINKLERS, WHITE IN COLOR.

B. FINISHED SPACES: CLASS ROOMS, TOILET ROOMS, ASSEMBLY AREAS, OFFICES AND LIKE OCCUPANCIES WITH EXPOSED STRUCTURE SHALL BE PROVIDED WITH STANDARD UPRIGHT SPRINKLERS, CHROME FINISH.

C. OTHER FINISHED SPACES SUCH AS: STORAGE ROOMS, EQUIPMENT ROOMS AND LIKE OCCUPANCIES SHALL BE PROVIDED WITH STANDARD PENDENT SPRINKLERS, CHROME FINISH WITH CHROME ESCUTCHEONS.

D. UNFINISHED SPACES: MACHINE ROOMS AND LIKE OCCUPANCIES WHERE PIPING IS ROUTED EXPOSED SHALL BE PROVIDED WITH BRASS UPRIGHT SPRINKLERS.

7. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED TO MEET THE SEISMIC RETRAINT REQUIREMENTS AS OUTLINED IN NFPA 13 SECTION 6.4.

8. THE FIRE PROTECTION CONTRACTOR SHALL SECURE ALL APPROVALS, PERMITS, TESTS, TAPS, EQUIPMENT, AND PAY ALL REQUIRED FEES.

9. PROVIDE WATER FLOW SWITCH AT SYSTEM RISER(S) AND TAMPER SWITCHES AT ALL VALVES IN SYSTEM INCLUDING POST INDICATOR VALVE (PIV) AND/OR WALL POST INDICATOR VALVE (WPI) FOR CONNECTION BY OTHERS TO CENTRAL FIRE ALARM SYSTEM.

10. PROVIDE ALL NECESSARY COMPONENTS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM AND TO COMPLY WITH ALL CODES, REGULATIONS AND RESTRICTIONS.

11. PROVIDE SHOP DRAWING SUBMITTALS FOR:A. PRODUCT DATA FOR EACH TYPE SPRINKLER, VALVE, PIPING SPECIALTY, FIRE

PROTECTION SPECIALTY AND FIRE DEPARTMENT CONNECTION.B. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH NFPA 13 IDENTIFIED AS

"WORKING PLANS" INCLUDING HYDRAULIC CALCULATIONS WHERE APPLICABLE AND WHICH HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION.

12. SPRINKLERS SHALL BE LOCATED WHERE POSSIBLE IN CENTER OF CEILING TILES. COORDINATE LOCATION WITH REFLECTED CEILING PLAN, LIGHTING FIXTURES, SPEAKERS, STRUCTURAL ELEMENTS AND INSTALLED GRID SYSTEM.

FIRE PROTECTIONFIRE PROTECTION SHALL BE PROVIDED BY A QUALIFIED CONTRACTOR THAT IS PROPERLYLICENSED UNDER THE LAWS OF THE STATE OF TENNESSEE. THE CONTRACTOR SHALL SUBMITDESIGN, PRODUCT DATA AND SPECIFICATIONS TO THE LOCAL CITY OR COUNTY MUNICIPALITYHAVING JURISDICTION AND/OR TO THE STATE FIRE MARSHALL'S OFFICE FOR APPROVAL BEFORECOMMENCEMENT OF ANY FIRE PROTECTION SYSTEM WORK. CONFIRM FIRE PROTECTION COVERAGEREQUIREMENTS WITH THE OWNER'S INSURANCE CARRIER AND WITH THE APPROPRIATE LOCALGOVERNMENT AUTHORITIES. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SYSTEM DESIGN,PRODUCT SUBMITTAL AND INSTALLATION APPROVAL. THE FIRE PROTECTION SYSTEM SHALLBE DESIGNED IN ACCORDANCE WITH N.F.P.A. 13 AND N.F.P.A. 14 AND SHALL COMPLY WITH ALLSTATE AND LOCAL CODES AND REGULATIONS PLUS THE LOCAL FIRE MARSHALL'S DIRECTIONS.

S

EOF NNETE

D

AGRICULTURE

N

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EC

NH

EE

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I

DZORBNTS

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IDRE E E GI

R

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OJ

ARWDE

JR,

1198

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


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FIRE PROTECTIONPLAN

28 OCTOBER 2019

FP1.1


LRF

19219

JEB JEB JEH

l0/28/l9

1 OF 1

N

0' 4' 8' 16'

FIRE PROTECTION NOTES:1. CONNECT NEW SPRINKLERS TO EXISTING SPRINKLER SYSTEM. 2. SEE ARCH FOR CEILING HEIGHTS

SCALE: 1/8" = 1'-0"FP1.11 RCP - FIRE PROTECTION PLAN

No. Date Description0 10/28/19 Issued for Construction

mailto:Files\[email protected]

DEFINITIONSYMBOL

FLEXIBLE DUCT

R

INTERLOCK WITH LIGHT SWITCH

UNDERCUT DOOR 3/4"

a. DIFFUSER / GRILLE TAGb. AIR BALANCE CFMc. NECK SIZE (DUCT SIZE)d. TYPICAL FOR #

THERMOSTAT AND CONTROL WIRING

REFRIGERANT PIPING

SUPPLY REGISTER (SIDEWALL)

EXHAUST/RETURN GRILLE (SIDEWALL)

HVAC LEGEND

ROUND CEILING SUPPLY AIR DIFFUSER

RETURN AIR OR EXHAUST AIR GRILLE

CEILING MOUNTED EXHAUST FAN W/ DUCT

SQUARE SUPPLY AIR DIFFUSER (4-WAY THROW)

DUCTWORK (FIRST DIMENSION IS SIDE SHOWN)

DUCT TRANSITIONS (SIDE AND TOP)

BELLMOUTH FITTING (W/ MAN. VOLUME DAMPER)

45° CLINCH COLLAR W/ MAN. VOLUME DAMPER

CONICAL SPIN-IN FITTING OR SELF-STICK

MANUAL VOLUME DAMPER

18x12

VANED ELBOW

DESCRIPTIONABBREV.

UC

bc

a

(TYP-d)

T

I

ACU AIR-COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

CFM CUBIC FEET PER MINUTE (AIR FLOW)

DSS DUCTLESS SPLIT SYSTEM

EA EXHAUST AIR

EF EXHAUST FAN

GF GAS FURNACE

HP HEAT PUMP

L LOUVER

O.A. OUTSIDE AIR

RA RETURN AIR

SA SA AIR

PART 1. GENERAL

1.1 SCOPE OF WORK:

A. CONTRACTOR SHALL PROVIDE:a. ONE (1) DOAS (DEDICATED OUTSIDE AIR SYSTEM)b. INSTALLATION OF OWNER-PROVIDED EXHAUST EQUIPMENT SHOWN ON DRAWINGS; FIELD VERIFY EQUIPMENT

REQUIREMENTS AND RATINGS. ENGINEER APPROVAL REQUIRED FOR MODIFICATIONS TO DESIGN OF OWNER-PROVIDED EQUIPMENT NOT MATCHING DRAWINGS.

c. DUCTWORK AND REGISTERS BASED ON DRAWINGS.B. FURNISH ALL LABOR, INSTALL ALL MATERIALS AND EQUIPMENT AND INCLUDE ALL SERVICES AND INCIDENTALS PROPER TO

THE INSTALLATION OF WORK INVOLVED FOR A COMPLETE AND OPERATING FACILITY. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER DATE OF FINAL ACCEPTANCE OR AS REQUIRED BY SPECIFICATIONS AS APPLICABLE.

C. OBTAIN AND PAY FOR ALL REQUIRED PERMITS, FEES, AND INSPECTIONS. COORDINATE WITH ALL OTHER TRADES, APPLICABLE SPECS, DRAWINGS, AND OWNER'S DIRECTIONS.

1.2 GENERAL CONDITIONS:

A. SURVEY JOB SITE TO OBTAIN A FULL UNDERSTANDING OF THE WORK INVOLVED IN CONNECTION WITH ANY EXISTING CONDITIONS.

B. PROVIDE NEW EQUIPMENT THAT IS BEARING ACCEPTANCE LABEL FROM CERTIFIED TESTING LABORATORY (UL OR OTHER AGENCY GENERALLY RECOGNIZED BY THE INDUSTRY).

C. THE MECHANICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOW THE RELATIONSHIP BETWEEN EQUIPMENT AND CONNECTIONS. DO NOT SCALE THE DRAWINGS FOR EXACT SIZE OR LOCATIONS. FABRICATION AND/OR INSTALLATION DETAILS ARE MORE SPECIFIC AND SHOULD BE CLOSELY FOLLOWED.

D. THE MECHANICAL SYSTEM(S) SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SUGGESTIONS AND RECOMMENDATIONS PLUS THE LATEST ADOPTED EDITIONS OF THE FOLLOWING CODES: THE INTERNATIONAL BUILDING CODE, THE INTERNATIONAL MECHANICAL CODE, THE INTERNATIONAL ENERGY CONSERVATION CODE, NFPA 90A AS WELL AS WITH ANY AND ALL OTHER APPLICABLE CODES, STANDARDS AND REGULATIONS.

1.3 COORDINATION OF WORK:

A. THE GENERAL CONTRACTOR AND SUBCONTRACTORS, PARTICULARLY MECHANICAL AND ELECTRICAL, SHALL REVIEW OTHER SECTIONS OF WORK APPLICABLE TO THEIR WORK AND ASCERTAIN REQUIREMENTS IN OTHER SECTIONS APPLICABLE TO THEIR OWN WORK. EACH SHALL BE HELD RESPONSIBLE FOR COORDINATION AND INCLUSION OF THE WORK INDICATES AS IF IT WERE IN THE PARTICULAR SUBCONTRACTOR'S SECTION. THE DESIGNER SHALL BE ADVISED OF ANY DISCREPANCIES OR CONFLICTS AT THE EARLIEST MOMENT.

B. ALL TAP FEES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR INCLUDING WATER, SEWER, GAS, ELECTRIC, AND OTHER CONNECTIONS

C. MECHANICAL CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR PROVIDE PRIMARY AND SECONDARY CONDENSATE VALVES.

1.4 EQUIPMENT:

A. EQUIPMENT SELECTIONS AS SHOWN ON THE DRAWINGS ARE FOR DESIGN PURPOSES ONLY. ACTUAL INSTALLED EQUIPMENT MAY DIFFER FROM THAT SHOWN. EQUIPMENT TYPE, PHYSICAL SIZE, WEIGHT CAPACITIES AND PERFORMANCE CHARACTERISTICS SHALL BE GOVERNING FACTORS IN SUBMITTING SUBSTITUTIONS FOR REVIEW AND APPROVAL. COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL DRAWINGS.

1.5 SUBMITTALS & ACCEPTANCE:

A. UNLESS OTHERWISE INSTRUCTED, THE CONTRACTOR SHALL PROVIDE ONE (1) SET OF ELECTRONIC AND ONE (1) SET OF HARD COPY SHOP DRAWINGS ON HVAC EQUIPMENT TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO AND SUBSEQUENT TO PURCHASE OF EQUIPMENT. HVAC SUBMITTALS OF EQUIPMENT MUST BE CLEARLY IDENTIFIED AND BE REFERENCED WITH CORRESPONDING IDENTIFICATION MARKS FROM DRAWING SCHEDULES. THE SUBMITTALS MUST ALSO INCLUDE ALL RELATED ACCESSORIES.

B. THE MECHANICAL SYSTEMS SHALL HAVE TESTING AND BALANCING PERFORMED BY AN INDEPENDENT CERTIFIED BALANCE CONTRACTOR. THIS CONTRACTOR SHALL PREPARE AND SUBMIT A COMPLETE REPORT SUBMITTED TO THE ENGINEER, IDENTIFYING ALL MAJOR PIECES OF HVAC EQUIPMENT AND AIR DISTRIBUTION DEVICES WITH PERFORMANCES AND FINAL AIR BALANCE OF EACH.

C. HVAC CONTRACTOR SHALL CHANGE OUT THE EQUIPMENT FILTERS AT THE TIME OF POSSESSION OF THE PROJECT BY THE OWNER, USING ONLY NEW FILTERS OF THE PROPER SIZE AND TYPE.

D. HVAC CONTRACTOR SHALL REPAIR, REPLACE, OR REPAINT TO MATCH EXISTING SURFACES DAMAGED DURING INSTALLATION OF THE MECHANICAL SYSTEM.

E. HVAC CONTRACTOR SHALL REMOVE FROM THE JOB SITE ANY MATERIALS NOT ECONOMICALLY RECOVERABLE. ANY MATERIALS REMOVED FROM THE JOB SITE AND SOLD FOR SALVAGE SHALL BE CREDITED TO THE OWNERS ACCOUNT.

PART 2. EQUIPMENT

2.1 GENERAL:

A. COORDINATE THE LOCATIONS OF EQUIPMENT TO PROVIDE ALL NECESSARY CLEARANCES FOR MAXIMUM PERFORMANCE AND MAINTENANCE.

B. PERMANENTLY IDENTIFY ALL EQUIPMENT AND SERVICES USING STENCILS, PLASTIC MARKERS OR TAGS. IN ADDITION, ALL MAJOR PIECES OF EQUIPMENT SHALL HAVE A PERMANENTLY AFFIXED NAMEPLATE ENGRAVED OR STAMPED WITH THE FOLLOWING MINIMUM INFORMATION (AS APPLICABLE): MANUFACTURER, MODEL NO., SIZE, SERIAL NO., HEATING/COOLING CAPACITIES (BTUH), FAN CAPACITY (CFM), GAS INPUT (BTUH), VOLTAGE, AMPS AND SERVICE FACTOR. NAMEPLATE SHALL BE LOCATED IN AN EASILY ACCESSIBLE AREA ON THE EQUIPMENT AND SHALL NOT BE COVERED OR OBSCURED. MANUFACTURER'S NAMEPLATE SHALL BE ACCEPTABLE PROVIDING THE ABOVE CRITERIA IS ADHERED TO. IDENTIFY ASSOCIATED PIECES OF EQUIPMENT WITH THE NUMBER OF ITS CORRESPONDING PIECE.

C. ALL VALVES AND PIPING SPECIALTIES SHALL BE LINE SIZED UNLESS OTHERWISE NOTED. USE ECCENTRIC REDUCERS ON CONTROL VALVES WHERE REQUIRED.

2.2 REFRIGERANT PIPING:

A. REFRIGERANT LIQUID AND SUCTION LINES SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH DX EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, WITH ASHRAE STANDARDS AND WITH APPLICABLE DETAILS AND SPECIFICATIONS. WHERE CONDITIONS WARRANT, LENGTH OF RUN AND CHANGE IN ELEVATION SHALL BE CONSIDERATIONS IN SIZING REFRIGERANT LINES. REFRIGERANT LINES SHALL BE INSULATED USING 3/4" THICK, CLOSED CELL, ELASTOMERIC PIPE INSULATION. WHERE CONCEALED IN BUILDING SLAB CONSTRUCTION, ROUTE REFRIGERANT LINES THRU PVC CONDUIT.

B. ALL PIPING INSULATION SHALL RUN CONTINUOUSLY THROUGH FLOORS, WALLS, AND PENETRATIONS.

2.3 DRAIN LINES

A. ALL CONDENSATE DRAIN LINES SHALL BE SCHEDULE 40 DWV-PVC PIPE AND FULL SIZE, OR LARGER, OF EQUIPMENT DRAIN. TRAP AND VENT AT EQUIPMENT. ROUTE TO NEAREST FLOOR DRAIN OR ELSEWHERE AS DIRECTED. MAINTAIN A MIN. 2" AIR GAP FROM DRAIN DISCHARGE TO DRAIN TOP.

2.4 POWER WIRING:

A. PROVIDE STARTERS, INTERNAL PROTECTION, OR OTHER DEVICES INDICATED ON DRAWINGS. COORDINATE VOLTAGE, PHASE, AMPERAGE, AND OTHER REQUIREMENTS WITH ELECTRICAL DRAWINGS. UNLESS OTHERWISE NOTED, SERVICE DISCONNECTS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR.

2.5 SAFETY SHUTDOWN

A. ALL RECIRCULATING AIR HANDLING SYSTEMS 2,000 CFM AND GREATER AND/OR WHICH SERVE AN AREA HAVING A DIRECT MEANS OF EGRESS SHALL HAVE APPROVED SMOKE DETECTORS FURNISHED AND INSTALLED IN THE RETURN AIR STREAMS PRIOR TO MIXING WITH FRESH AIR MAKE-UP AND WHEN THE SYSTEMS ARE 15,000 CFM OR GREATER, IN THE SUPPLY AIR STREAMS AS WELL. THE SENSING DEVICES SHALL AUTOMATICALLY SHUT DOWN THE AIR HANDLER UNIT'S FAN AND SIGNAL THE FIRE ALARM SYSTEM IF SMOKE IS DETECTED. COORDINATE WITH THE ELECTRICAL DRAWINGS AND/OR FIRE ALARM EQUIPMENT SUPPLIER AND INSTALLER (AS APPLICABLE). THE SMOKE DETECTION DEVICE(S) SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR AND CONNECTED BY THE ELECTRICAL CONTRACTOR.

PART 3. DUCTWORK & DEVICES

3.1 FABRICATION:

A. DUCTS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" FOR +/- 1" W.G. PRESSURE APPLICATION. RECTANGULAR DUCTS SHALL HAVE PITTSBURGH LOCK LONGITUDINAL SEAMS AND DRIVE AND SLIP TRANSVERSE JOINTS. ROUND DUCTWORK SHALL HAVE SNAPLOCK LONGITUDINAL SEAMS OR BE SPIRAL WOUND DUCTWORK FABRICATED WITH A CONTINUOUS, MACHINE FORMED SEAM. EITHER TYPE ROUND DUCTWORK SHALL HAVE TRANSVERSE JOINTS FABRICATED AND SECURED PER SMACNA STANDARDS. SHEET METAL DUCTWORK SHALL BE FABRICATED FROM MINIMUM 26 GAUGE GALVANIZED SHEET STEEL, ASTM A-527. DUCTWORK TO BE PAINTED SHALL BE FABRICATED FROM PAINT-GRIP METAL AND WIPED CLEAN OF OIL BEFORE PAINT IS APPLIED. HANGERS SHALL BE IN ACCORDANCE WITH THE SMACNA STANDARDS RECOMMENDATIONS. MAXIMUM SPACING SHALL BE 8 FEET. PROVIDE SUPPORT WITHIN 2 FEET OF EACH TAKE OFF.

B. ALL ROUND DUCTWORK ELBOWS SHALL BE RADIUS TYPE WITH CENTERLINE RADIUS EQUAL TO 1.5 X DIAMETER. RECTANGULAR DUCT ELBOWS SHALL BE RADIUS TYPE WITHCENTERLINE RADIUS EQUAL TO 1.5 X WIDTH WHERE INSTALLATION PERMITS. SQUARE THROATED ELBOWS WITH SINGLE WALL TURNING VANES SHALL BE USED WHERE RADIUS TYPE RECTANGULAR DUCT ELBOWS CAN NOT BE PRACTICALLY INSTALLED. FABRICATE AND INSTALL PER SMACNA STANDARDS.

C. TO MINIMIZE NOISE TRANSMISSION THRU DUCTWORK AT LEAST ONE DUCT ELBOW (OR EQUIVALENT) SHALL BE INSTALLED BETWEEN UNIT AND ANY OUTLET OR INLET OPENING LOCATIONS.

D. FLEXIBLE DUCTWORK AND ROUND DUCTWORK RUNOUTS SHALL BE ATTACHED TO RECTANGULAR MAINS USING CONICAL SPIN-IN FITTINGS OR BELL-MOUTH "STICK-ON" FITTINGS WITH ADHESIVE GASKETS. THE INLET RADIUS ON BELLMOUTH FITTINGS SHALL BE MIN. 1-1/2". BOTH TYPE FITTINGS SHALL BE EQUIPPED WITH MANUAL BALANCING DAMPERS WITH LOCKING QUADRANTS.

E. BRANCH CONNECTIONS OFF OF ROUND DUCT MAINS SHALL BE MADE USING A DIVERGING FLOW, CONICAL TEE OR DIVERGING FLOW, COMBINATION TEE WITH 45° BOOT. IN NO CASE WILL STRAIGHT TEES BE ALLOWED.

F. IN CONCEALED LOCATIONS WHERE SPACE PERMITS, ROUND DUCTWORK MAY BE SUBSTITUTED FOR RECTANGULAR, THE ROUND DUCT SHALL BE SIZED TO HAVE A FRICTION LOSS EQUAL TO OR LESS THAN THAT OF THE RECTANGULAR DUCT.

G. INSTALL BALANCING DAMPERS AT ALL BRANCH DUCT TAKE-OFFS.H. INSTRUMENT TEST HOLES SHALL BE LOCATED IN ALL NEW SUPPLY, EXHAUST, AND RETURN DUCTS.I. ALL EQUIPMENT, DUCTWORK AND PIPING SHALL BE SEISMICALLY RESTRAINED IN ACCORDANCE WITH THE LOCAL CODES.J. ALL PIPING SHALL BE SUPPORTED ADJACENT TO EQUIPMENT, TO PREVENT WEIGHT OF PIPING BEING PLACED ON

EQUIPMENT.K. ALL BALANCING DAMPERS SHALL BE LOCKED IN POSITION ONCE VOLUME BALANCE HAS BEEN ACHIEVED WITH A LOCKING

QUADRANT.L. TAPE AND SEAL ALL JOINTS AND SEAMS ON SUPPLY DUCTS, RETURN DUCTS, EXHAUST DUCTS, OUTSIDE AIR DUCTS AND

PLENUMS.

3.2 INSULATION:

A. ALL SHEET METAL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED (UNLESS OTHERWISE NOTED) WITH 1-1/2" THICK, 0.75 LB. DENSITY, FOIL FACED FIBERGLASS BLANKET TYPE INSULATION WITH VAPOR BARRIER ON OUTSIDE. DUCTWORK SHALL BE INSULATED IN ACCORDANCE WITH THE SMACNA CONSTRUCTION STANDARDS FOR INSULATION APPLICATION. INSULATION SHALL BE APPLIED CLEAN AND DRY. OUTSIDE AIR INTAKE DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS BLANKET INSULATION. GENERAL EXHAUST DUCTWORK NEED NOT BE INSULATED.

B. FOR SOUND ATTENUATION BOTH SUPPLY AND RETURN DUCTWORK CONNECTING TO AIR HANDLING UNIT AND FOR 10 LINEAR FEET OF DUCT ON EITHER SIDE OF UNIT SHALL BE INTERNALLY LINED PER SMACNA GUIDELINES. WHERE DUCTWORK IS TO BE INTERNALLY LINED FOR SOUND AND/OR FOR THERMAL INSULATION, APPLY 1" THICK 1.5 LB. DENSITY FIBERGLASS MAT WITH FIRE RESISTANT COATING ON AIRSTREAM SIDE USING APPROPRIATE FASTENERS AND ADHESIVES (OWENS-CORNING AEROFLEX PLUS OR APPROVED EQUAL COMPLYING WITH ASTM C 665).

3.3 FLEXIBLE DUCT:

A. ALL FLEXIBLE DUCTWORK SHALL BE INSULATED TYPE FOR LOW PRESSURE APPLICATIONS. FLEXIBLE DUCTWORK SHALL BE UL LISTED FOR UL181 CLASS 1 AIR DUCT MATERIAL AND SHALL COMPLY WITH NFPA STANDARDS 90A AND 90B. MAXIMUM LENGTH OF RUN SHALL BE 5'-0" AND SHALL BE INSTALLED FREE OF ABRUPT TURNS AND ANY REDUCTION IN CROSS-SECTIONAL AREA.

3.4 OUTSIDE AIR DUCT

A. UNLESS OTHERWISE NOTED, OUTSIDE AIR DUCT SHALL CONNECT TO RETURN AIR MAINS DOWNSTREAM OF ANY RETURN AIR TAKEOFFS. PROVIDE A 2-POSITION MOTORIZED DAMPER, FULL SIZE OF THE OUTSIDE AIR DUCT AS SHOWN ON THE FLOOR PLAN, TO BE OPEN WHENEVER THE THERMOSTAT IS IN OCCUPIED MODE AND CLOSED WHENEVER IN UNOCCUPIED MODE.

3.5 PENETRATIONS:

A. SLEEVES SHALL BE INSTALLED WHERE DUCTS, LOUVERS, OR PIPING PENETRATE NON-RATED EXTERIOR WALLS, PARTITIONS, FLOORS, OR ROOF. PACK AROUND SLEEVES AND SEAL WEATHER TIGHT. INSTALL FLASHING AND COUNTER FLASHING. SLEEVES SHALL BE MINIMUM 16 GAUGE GALVANIZED STEEL AND SHALL BE FIRMLY SET IN BUILDING STRUCTURE.

3.6 MISCELLANEOUS:

A. THE FINAL LOCATION OF AIR DISTRIBUTION DEVICES AND RETURN GRILLES SHALL BE ADJUSTED AS NECESSARY TO CLEAR THE BUILDING STRUCTURAL SYSTEM. COORDINATE LOCATION OF CEILING DIFFUSERS AND RETURNS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND THE INSTALLED CEILING GRID SYSTEM.

B. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES AND SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND AS INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE OWNER UPON COMPLETION OF PROJECT.

PART 4. CONTROLS

4.1 GENERAL:

A. PROVIDE CONTROLS REQUIRED TO OPERATE EQUIPMENT AND AS INDICATED ON DRAWINGS. WIRE AND CONNECT AS REQUIRED.

4.2 THERMOSTATS:

A. UNLESS OTHERWISE NOTED, ALL THERMOSTATS SHALL BE REMOTE TYPE, 7-DAY PROGRAMMABLE AND SHALL BE WALL MOUNTED AT 5'-6" AFF. (INSTALL AT 4'-0" AFF WHERE REQUIRED AND/OR AS DIRECTED TO MEET HANDICAP ACCESSIBILITY). THE ASSOCIATED AIR HANDLING UNIT SUPPLY AIR FAN SHALL BE SET TO RUN CONTINUOUSLY WHEN ITS THERMOSTAT IS IN AN OCCUPIED MODE AND ONLY WHEN CALLED FOR WHEN IT IS IN AN UNOCCUPIED MODE. THERMOSTATS SHALL BE EQUIPPED WITH A MANUAL OVERRIDE BUTTON TO TEMPORARILY CHANGEOVER FROM UNOCCUPIED MODE TO OCCUPIED MODE ON DEMAND.

4.3 CONTROL WIRING:

A. CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH CONTROL MANUFACTURER'S SUGGESTIONS AND RECOMMENDATIONS. CONTROL WIRING AND CONTROL WIRING CONNECTIONS TO HVAC EQUIPMENT SHALL BE BY THE MECHANICAL CONTRACTOR. ALL EXPOSED CONTROL WIRING THAT MAY BE SUBJECTED TO PHYSICAL DAMAGE SHALL BE ROUTED IN CONDUIT.

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MECHANICALNOTES ANDSCHEDULES

28 OCTOBER 2019

M0.1


JCT

19219

JEB JEB JEH

l0/28/l9

1 OF 3

DIFFUSER / GRILLE SCHEDULEIDENT. MFR MODEL COUNT USE REMARKS

A PRICE SCD 17 SA 1,2,4,6B PRICE 80 6 RA 1,2,4,5C PRICE 80 1 EA 1-5D GREENHECK BR-32 1 BACKDRAFT TA 1,2,7,8M 2' x 2' METAL PANEL 17 9N 2' x 2' METAL PANEL 1 9

EXHAUST FAN SCHEDULEIDENT. MFR MODEL CFM S.P.

FANHP V PH AREA SERVED

WEIGHT(LBS) REMARKS

EF-1 FANTECH.NET FKD 12XL-230 1400 0.50 0.63 230 1 TESTING 42 1-5EF-2

DEDICATED OUTSIDE AIR UNIT SCHEDULEIDENT. MFR MODEL NO.

HTG. CAPACITY (MBH)CFM

ESP (I.N.W.G.)

TEMPRISE (°F)

FANS ELECTRICAL WEIGHT(LBS) AREA SERVED REMARKSINPUT OUTPUT NO. HP V PH MCA MOCP

DOAS-1 AAON R N - 0 2 0 - 3 - 0 - E A 0 9 - 3 4 B 270.0 218.7 6000 2.00 33.7 1 7.5 460 3 52.0 60 2748 PRODUCTION 1-8

REMARKS:1. OR ENGINEER APPROVED SUBSTITUTE2. MERV 8 SUPPLY AIR FILTRATION3. LOW-AMBIENT SYSTEM4. NATURAL GAS HEAT – TURNDOWN RATIO OF 9:15. HOT GAS RE-HEAT6. MOTOR SHAFT GROUNDING SYSTEM7. SENSOR WHEN FILTER NEEDS TO BE CHANGED8. TO INTERCONNECT TO NEW BAS SYSTEM SCHEDULE AS A PART OF NEGATIVE AIR PROJECT

REMARKS:1. OR DESIGN ENGINEER APPROVED SUBSTITUTION2. DUCT INSTALLATION3. PROVIDE HOODED WALL CAP WITH BACKDRAFT DAMPER (ONE WALL CAP FOR BOTH FANS)4. CONTINUOUS OPERATION, CONNECT TO EMERGENCY GENERATOR5. TO OPERATE ON VARIABLE SPEED CONTROLLER (AC-PC-1 - DWYER MODEL FC-10000 / 0-10V

CONTROL SIGNAL) - CONTROLLED BY BAS ON DIFFERENTIAL PRESSURE SENSOR.6. PROVIDE DUCT SILENCER

REMARKS:1. STANDARD FACTORY FINISH2. OR DESIGN ENGINEER APPROVED SUBSTITUTION3. 24" x 24" x 12" HEPA FILTER BOX4. 24"x24" T-BAR LAY-IN FRAME (PANEL-MOUNTED AS REQUIRED)5. 1/2"x1/2"x1/2" GRID6. RADIAL SHUTTER DAMPER7. BLADE-MOUNTED COUNTERBALANCE WITH ADJUSTABLE WEIGHTS8. ONE-WAY BACKDRAFT DAMPER9. SEE DETAIL 1, SHEET EQ.1

ELECTRIC DUCT HEATER SCHEDULEIDENT. MFR MODEL KW V PH MAX. AMPS WEIGHT (LBS) REMARKSEDH-1 MARKEL 4PD5-128-3 5.0 480 3 6.1 21 1-4EDH-2 MARKEL 4PD30-2416-2-3 30.0 480 3 36.2 65 1-4REMARKS:1. OR DESIGN ENGINEER APPROVED SUBSTITUTION2. WALL-MOUNTED THERMOSTAT3. FACTORY WIRED MANUAL DISCONNECT4. SUSPENDED FROM STRUCTURE5. SCR CONTROLLER CONTROLLED BY BAS

OUTDOORIDENT. MFR MODEL COOLING (MBH) HEATING (MBH) V PH MCA MOCP WEIGHT (LBS) REMARKSDCU-1 MITSUBISHI TUHYP0723AN40AN 72.0 80.0 208 3 24 40 479 1-10

DUCTLESS SPLIT SYSTEM - INDOORIDENT. MFR MODEL COOLING (MBH) HEATING (MBH) V PH MCA MOCP WEIGHT (LBS)DSS-1 MITSUBISHI TPKFYP024KM142A 24.0 27.0 208 1 0.6 15 46DSS-2 MITSUBISHI TPKFYP024KM142A 24.0 27.0 208 1 0.6 15 46DSS-3 MITSUBISHI TPKFYP024KM142A 24.0 27.0 208 1 0.6 15 46

REMARKS:1. OR DESIGN ENGINEERED APPROVED SUBSTITUTION2. MANUAL DISCONNECT SWITCH PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL

CONTRACTOR 3. NOMINAL COOLING CAPACITY AT 95° F OUTDOOR, 80° F db/67° F wb INDOOR4. NOMINAL HEATING CAPACITY AT 47° F OUTDOOR

SEQUENCE OF OPERATIONS FOR HVAC – PRODUCTION & TESTING EXPANSION

1.01 BUILDING AUTOMATION SYSTEM (BAS) FRONT ENDA. THE BAS CONTROLS MAY SEND INDIVIDUAL CONTROLLERS COMMANDS FOR THE FOLLOWING:

1. OCCUPIED/UNOCCUPIED MODES2. HEAT/COOL MODES3. PRIORITY SHUTDOWN COMMANDS4. ZONE TEMPERATURE SETPOINTS5. SUPPLY AIR TEMPERATURE SETPOINTS6. SUPPLY AIR PRESSURE SETPOINTS7. ANY OTHER COMMANDS THAT CAN BE PROGRAMMED THROUGH THE BAS

1.02 SINGLE ZONE CONSTANT VOLUME PACKAGE UNIT WITH GAS HEAT, HOT-GAS REHEAT AND ECONOMIZER (PAC-1)A. OCCUPANCY MODES:

1. OCCUPIED MODEa. SUPPLY FAN SHALL RUN CONTINUOUSLYb. OUTSIDE AIR DAMPER SHALL OPEN TO MAINTAIN MINIMUM VENTILATION REQUIREMENTSc. DX COOLING AND GAS HEAT SHALL STAGE TO MAINTAIN THE OCCUPIED ZONE TEMPERATURE SETPOINT

2. UNOCCUPIED MODEa. SUPPLY FAN SHALL OPERATE WHEN EXHAUST FAN IS OPERATING AND UPON A CALL FOR HEATING OR COOLINGb. OUTSIDE AIR DAMPER SHALL BE CLOSED UNLESS IN ECONOMIZER MODEc. DX COOLING AND GAS HEAT SHALL STAGE TO MAINTAIN THE ZONE TEMPERATURE AT THE STORED UNOCCUPIED

HEAT OR COOLING SETPOINT3. UNOCCUPIED MODE OVERRIDE

a. A ZONE SENSOR BUTTON MAY TEMPORARILY PLACE THE UNIT INTO THE OCCUPIED MODEb. OVERRIDE MODE SHALL LAST FOR A MAXIMUM OF FOUR HOURS (ADJ.)c. UNOCCUPIED OVERRIDE MAY BE CANCELED AT ANY TIME BY PRESSING THE ZONE SENSOR BUTTONd. DURING THE UNOCCUPIED OVERRIDE, THE UNIT SHALL OPERATE IN OCCUPIED MODE AS DESCRIBED ABOVE

B. FAN/HEATING/COOLING/DEHUMIDIFICATION OPERATION:1. ZONE TEMPERATURE SETPOINT

a. LOCAL SETPOINT ADJUSTMENT (THUMB WHEEL ON THE ZONE SENSOR)b. UNIT DEFAULT SETPOINTc. COMMUNICATED VALUE FROM THE BASd. THE COMMUNICATED SETPOINT SHALL TAKE PRECEDENCE OVER A LOCAL SETPOINTe. THE DEFAULT SETPOINT SHALL BE USED WHEN NEITHER A LOCAL SETPOINT OR COMMUNICATED SETPOINT IS PRESENT

2. COOLING MODEa. THE CONTROLLER SHALL MONITOR ZONE TEMPERATURE (AN AVERAGE OF THE RETURN AIR TEMPERATURE

SENSOR AND THE TEMPERATURE SENSOR IN THE TESTING AREA) AND SHALL INITIATE A REQUEST FOR COOLING, IF THIS TEMPERATURE RISES ABOVE THE ZONE SETPOINT.

b. SUPPLY FAN OPERATES AT SPEED TO MAINTAIN DESIGN AIRFLOW AND DIFFERENTIAL PRESSUREc. MODULATE THE ECONOMIZER AS DESCRIBED BELOWd. MECHANICAL COOLING SHALL BE ENABLED AND STAGED TO MAINTAIN ZONE TEMPERATURE AT OR BELOW A

SETPOINTe. IF THE AVERAGE TEMPERATURE FALLS BELOW THE SETPOINT, AND AFTER UNIT’S LOAD REDUCTION CAPACITY

HAS BEEN REACHED, THE COMPRESSOR(S) SHALL BE DEACTIVATEDf. IF THE TEMPERATURE IN THE TESTING ZONE IS ABOVE SETPOINT, AND THE RETURN TEMPERATURE IS BELOW

SETPOINT, DUCT HEATERS (EDH-1, EDH-2) SHALL BE ENABLED AND SHALL BE MODULATED TO MAINTAIN EACH INDIVIDUAL ZONE (PRODUCTION, STORAGE ROOMS) TEMPERATURES

3. DEHUMIDIFICATIONa. FACTORY INSTALLED HOT GAS REHEAT SHALL ALLOW FOR THE APPLICATION OF DEHUMIDIFICATION. b. DEHUMIDIFICATION SHALL BE ALLOWED ONLY WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE 40.0 DEG. F

AND BELOW 100.0 DEG. F. c. IF THE AVERAGE TEMPERATURE FALLS BELOW THE SETPOINT, AND HUMIDITY IS ABOVE SETPOINT, THE HOT

GAS REHEAT VALVE SHALL MODULATE OPEN TO LOWER HUMIDITY LEVELS. COOLING SHALL MODULATE TO MAINTAIN ZONE AIR TEMPERATURE

4. HEATING MODEa. THE CONTROLLER SHALL MONITOR ZONE TEMPERATURE (AN AVERAGE OF THE RETURN AIR TEMPERATURE

SENSOR AND THE TEMPERATURE SENSOR IN THE TESTING AREA) AND SHALL INITIATE A REQUEST FOR HEATING IF THE TEMPERATURE FALLS BELOW THE TEMPERATURE SETPOINT

b. SUPPLY FAN OPERATES AT SPEED TO MAINTAIN DESIGN AIRFLOWc. THE GAS HEAT SECTION SHALL BE ENERGIZED AND STAGED TO MAINTAIN ZONE TEMPERATURE SETPOINTd. IF THE ZONE TEMPERATURE RISES ABOVE THE SETPOINT, THE HEATING STAGES SHALL BE DEACTIVATEDe. IF THE TEMPERATURE IN THE TESTING ZONE IS ABOVE SETPOINT, AND THE RETURN TEMPERATURE IS BELOW

SETPOINT, THE DOAS GAS HEATER SHALL MODULATE DOWN TO PROVIDE A LOWER DISCHARGE AIR TEMPERATURE SETPOINT(ADJ.) AND DUCT HEATERS (DHU-1, DHU-2) SHALL BE ENABLED AND SHALL BE MODULATED TO MAINTAIN EACH INDIVIDUAL ZONE (PRODUCTION, STORAGE ROOMS) TEMPERATURES

5. ECONOMIZER MODE (COMPARATIVE ENTHALPY CONTROL)a. UPON A CALL FOR COOLING, ECONOMIZING MODE SHALL BE ENABLED WHEN THE RETURN AIR ENTHALPY IS

AT LEAST 3.0 BTU/LB. BELOW THE OUTSIDE AIR ENTHALPYb. THE ECONOMIZER OUTSIDE AIR AND RETURN AIR DAMPERS SHALL MODULATE FROM A MINIMUM POSITION UP

TO 100% OUTSIDE AIRFLOW TO MAINTAIN A MIXED AIR TEMPERATURE (LEAVING THE EVAPORATOR COIL) AT OR ABOVE 53 DEG F. AT A MIXED AIR TEMPERATURE OF 50 DEG F, THE OUTSIDE AIR DAMPER SHALL BE AT ITS MINIMUM OPEN POSITION.

C. OPTIMAL START 1. THE BAS SHALL MONITOR THE SCHEDULED OCCUPIED TIME, OCCUPIED ZONE SETPOINTS, AND ZONE TEMPERATURES TO CALCULATE THE WHEN TO SWITCH THE SYSTEM FROM UNOCCUPIED TO OCCUPIED MODE2. IF THE ZONE TEMPERATURE IS BELOW THE OCCUPIED HEATING SETPOINT, A MORNING WARM UP MODE SHALL BE ACTIVATED. WHEN MORNING WARM UP IS INITIATED, THE UNIT SHALL ENABLE THE HEATING AND THE SUPPLY FAN. THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED. WHEN THE ZONE TEMPERATURE REACHES THE OCCUPIED HEATING SETPOINT, THE UNIT SHALL TRANSITION TO THE OCCUPIED MODE3. IF THE ZONE TEMPERATURE IS ABOVE THE OCCUPIED COOLING SETPOINT, PRE-COOL MODE SHALL BE ACTIVATED. WHEN PRE-COOL MODE IS INITIATED THE UNIT SHALL ENABLE THE SUPPLY FAN AND COOLING OR ECONOMIZER. THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED UNLESS ECONOMIZING. WHEN THE ZONE TEMPERATURE REACHES THE OCCUPIED COOLING SETPOINT, THE UNIT SHALL TRANSITION TO OCCUPIED MODE.

D. ALARM CONDITIONS: THE FOLLOWING CONDITIONS SHALL SHUT DOWN OPERATION OF THE UNIT AND SIGNAL AN ALARM AS DESCRIBED BELOW

1. FAN FAILURE (COMMANDED ON BUT STATUS IS OFF)2. FILTER HIGH DIFFERENTIAL PRESSURE3. LOW/HIGH REFRIGERANT PRESSURE (MANUAL RESTART REQUIRED)4. SMOKE DETECTION AS INDICATED BY DUCT SMOKE DETECTOR(S) (ALARM TO BE SENT TO BUILDING FIRE ALARM

SYSTEM)E. INDICATE THE FOLLOWING ON THE OPERATOR'S WORKSTATION DISPLAY TERMINAL:

1. DDC SYSTEM GRAPHIC.2. DDC SYSTEM ON-OFF INDICATION (OPERATING OR NOT OPERATING).3. DDC SYSTEM OCCUPIED/UNOCCUPIED MODE.4. OUTDOOR-AIR-TEMPERATURE INDICATION.5. OUTDOOR AIR DAMPER POSITION6. RETURN AIR DAMPER POSITION7. RETURN AIR TEMPERATURE8. RETURN AIR HUMIDITY9. ROOM TEMPERATURE10. ROOM TEMPERATURE SETPOINTS11. SUPPLY-FAN ON-OFF INDICATION (OPERATING OR NOT OPERATING).12. FILTER AIR-PRESSURE-DROP INDICATION.13. FILTER HIGH-AIR-PRESSURE DROP SET POINT.14. SUPPLY-AIR-TEMPERATURE INDICATION.15. SUPPLY-AIR-TEMPERATURE SETPOINT.16. HEATING-SECTION ON-OFF INDICATION (OPERATING OR NOT OPERATING AND STAGE)17. COOLING SECTION ON-OFF INDICATION (OPERATING OR NOT OPERATING AND STAGE)18. UNIT ENERGY USAGE (KWH) AND PEAK DEMAND (KW) VIA CURRENT TRANSMITTERS ACROSS THE INCOMING POWER

CIRCUIT1.03 MULTI-ZONE DUCTLESS SPLIT HEAT PUMP SYSTEM SERVING TESTING ROOM

A. OCCUPANCY1. DUCTLESS SPLIT SYSTEM WILL PROVIDE HEATING AND COOLING TO THE ZOON SPACE REGARDLESS OF OCCUPANCY

MODE2. PRIMARY MODE WILL BE COOLING FOR PROCESS EQUIPMENT HEAT REMOVAL3. DUCTLESS SPLIT SYSTEM SHALL BE CONNECTED TO BAS VIA BACnet, OR SIMILAR COMMUNICATION PROTOCOL FOR

MONITORING, SUPERVISION AND LOCAL SETPOINT CONTROL. 4. WHEN CONDITIONS ARE FAVORABLE, THE UNIT(S) SHALL OPERATE IN DEHUMIDIFICATION MODE AS REQUIRED5. THE THREE INDOOR UNITS SHALL BE OPERATIONALLY STAGED

B. INDICATE THE FOLLOWING ON THE OPERATOR'S WORKSTATION DISPLAY TERMINAL:1. DDC SYSTEM GRAPHIC.2. DDC SYSTEM ON-OFF INDICATION (OPERATING OR NOT OPERATING).3. OUTDOOR-AIR-TEMPERATURE INDICATION.4. RETURN AIR TEMPERATURE5. RETURN AIR HUMIDITY6. TESTING ROOM TEMPERATURE7. TESTING ROOM TEMPERATURE SETPOINT(S)8. SUPPLY-FAN ON-OFF INDICATION (OPERATING OR NOT OPERATING).9. HEATING-SECTION ON-OFF INDICATION (OPERATING OR NOT OPERATING AND STAGE)10. COOLING SECTION ON-OFF INDICATION (OPERATING OR NOT OPERATING AND STAGE)11. UNIT ENERGY USAGE (KWH) AND PEAK DEMAND (KW) VIA CURRENT TRANSMITTERS ACROSS THE INCOMING POWER

CIRCUIT OR VIA BACnet

5. WALL-MOUNTED INDOOR AIR HANDLER SECTION6. ONE MELCOBEMS MINI (A1M) MODEL #PAC-UKPRC001-CN-1 PER INDOOR UNIT FOR INTERFACE WITH BMS7. MOUNT OUTDOOR HEAT PUMP ON 4" HI WEATHER RESISTANT SUPPORT UNDER BASE8. ROUTE CONDENSATE DRAIN TO DRAIN CONNECTION PROVIDED BY PLUMBING CONTRACTOR9. WALL-MOUNTED THERMOSTAT FOR BAS CONNECTED AND LOCAL OVERRIDE10. LOW-AMBIENT CONTROLS



SS

S3

S3

S3

S3

S3

S3S3S3

527

TESTING2

352

TESTINGSTORAGE

3

2608

PRODUCTION1

7M2.1

UNIT CLEARANCES

DOAS-1

36"x

22" EF-1

OCCUPIED SPACE

24"x24"1400D

3M1.1

16"x

10"

20"x

10"

22"x

22"

24"x

14"

32"x

14"

8"ø200A

(TYP-3)

1

EDH-1

EDH-2

10"ø440A

(TYP-7)

TH

12"ø

10"ø

24"x

16"

16"ø

16"x16"1400C

DSS-210"ø

250A

(TYP-4)

24"x

12"

30"x

16"

30"x

18"

2

3

6

6"ø

12"x12"

DCU-1

4

5

12"ø

12"x12"720B

(TYP-5)

10"ø440A

(TYP-3)

TH

TDSS-3

T

T

12"x12"600B

M

(TYP-17)

N

CAPPED END (TYP)

TO EDH-2

7

EXISTING BLOWER / VACUUM DUCTWORK

12"ø

FINISHED FLOOR0' - 0"

TESTING2

PRODUCTIONCEILING

14' - 0"

TESTINGSTORAGE

3

6' -

0"

24"x24"1400D

DSS-1

~ 9'

- 0"

2 3

21 7M2.1

14' - 0"14' - 0"

14' - 0"

14' - 0"

14' - 0"

3M1.1

SPRINKLERS

FLEXIBLE BRAIDED PVC HOSE

3/4 NPT x 3/4 ID HOSE ADAPTER

3/4" BULK HEAD FITTING THREADED

3/4 NPT x 3/4 ID HOSE ADAPTER

BORE, THREAD, & GLUE CONNECTION

6" PVC SCH 40

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MECHANICAL PLAN

28 OCTOBER 2019

M1.1


JCT

19219

JEB JEB JEH

l0/28/l9

2 OF 3

SCALE: 1/8" = 1'-0"M1.11 HVAC PLAN

N

NOTES BY SYMBOL1 ONE WAY MAKE UP AIR FOR EF-1 IN TESTING ABOVE DOOR

2 PROCESS INLET AIR DUCT - 6" PVC AIR INLET ABOVE CEILING. PVC TO BEROUTED TO EACH INLET / EXHAUST LOCATION PER OWNER. PROVIDEWALL CAP & BIRD SCREEN.

3 PROCESS EXHAUST AIR DUCT 6" PVC ABOVE CEILING TO BE ROUTED TOEACH EXHAUST LOCATION PER OWNER.

4 PROVIDE WALL CAP AND BIRD SCREEN FOR EXHAUST DUCT.

5 DUCT SILENCER

6 VERIFY EXISTING BLOWER FLOW CAPACITY TO MEET TBE FLOWREQUIREMENTS

7 FIELD VERIFY EXACT ROUTING OF EXISTING BLOWER DUCT ANDCONNECT.

0' 1' 2' 4'

SCALE: 1/4" = 1'-0"M1.13 HVAC DUCTWORK ROUTING ABOVE TESTING

SCALE: 1/8" = 1'-0"M1.12 RCP - MECHANICAL

N

0' 1' 2' 4'


SCALE: NTSM1.14 TYPICAL DETAIL FOR SUPPLY & EXHAUST PROCESS AIR


SEE MECHANICAL NOTES AND SPECSFOR DUCTWORK MATERIAL & FABRICATIONPLUS INSULATION REQUIREMENTS

W

45°

L

MANUAL VOLUME DAMPER WITH LOCKING

CLINCH COLLAR FITTING(PER SMACNA MANUAL)

SUPPLY

RETURN

AIR FLOW

H

H +

2"

MIN

.

INDICATING QUADRANT. INSTALL A SINGLEBLADE DAMPER FOR DUCT SIZES UP TO6"Hx30"W AND AN OPPOSED BLADE

FOR DUCT SIZES UP TO 40"Hx72"W.DAMPER WITH MAX. 8" WIDE BLADES

NOTE:L = 1/4 X W (4" MIN.)

SUPPORT FROM STRUCTURE

RIGID DUCT SECTION AS REQUIRED(LENGTH VARIES) - SEE PLANS FORDUCT SIZE AND RUNOUT CONFIGURATION.

SUPPORT FROM STRUCTURE

AVOID BENDING FLEXIBLE DUCTS ACROSSSHARP CORNERS OR INCIDENTAL CONTACTWITH METAL FIXTURES, PIPES ORCONDUITS. THE CENTERLINE RADIUS OFBENDS SHALL BE NOT LESS THAN ONEDUCT DIAMETER.

FOR INSTALLATION IN GYP-BOARD TYPE CLG.USE T-BAR PLASTER FRAME WHERE REQUIRED

LOUVER FACED, SUPPLY AIR DIFFUSER. SEEDIFFUSER AND GRILLE SCHEDULE FOR FRAME TYPE.

STICK-ON BELL-MOUTH ORCONICAL SPIN-IN FITTING WITHMANUAL VOLUME DAMPER ANDLOCKING QUADRANT

INSULATED SHEET METALSUPPLY DUCT

DAMPER INSTALLED IN NECK OF

CEILING (SEE ARCH. DWG'S. FOR TYPE)

DIFFUSER (SEE SCHEDULE FOR TYPE)

W/ MANUFACTURER'S RECOMMENDATIONS.LEVEL AND PLUM AND IN ACCORDANCENOTE: AIR DEVICES SHALL BE INSTALLED

INSULATED, FLEXIBLE DUCT. MAXIMUM LENGTH SHALLBE 5"-0". INSTALL FREE OF KINKS & ABRUPT TURNS.(MAINTAIN MIN. 4" CLEAR ABOVE FIRE RATED CEILINGWHERE APPLICABLE)

NOTE: SUPPORT WEIGHT OF SUPPLY AIRDIFFUSER FROM STRUCTURAL SUPPORTMEMBERS LOCATED ABOVE THE CEILING.

DD +

4"

MIN

.

VOLUME CONTROLDAMPER WHERE

1/2"x1/2"x1/2" EGGCRATECEILING-SEE ARCH. AIR FLOW

TYPE GRILLE. SEE SCHEDULEFOR FRAME TYPEDWGS. FOR TYPE

RETURN AIR DUCTOR EXHAUST DUCTAS INDICATED ONDWGS.

SPECIFIED

PROVIDE PANEL MTD.GRILLES FOR T-BARLAY-IN INSTALLATIONAS INDICATED ON DWGS.

USE T-BAR PLASTER FRAME WHERE REQUIREDFOR INSTALLATION IN GYP-BOARD TYPE CLG.

INLINE CABINETEXHAUST FAN CEILING

SHEET METAL DUCT

THREADEDSUPPORT ROD (TYP)

HANGING VIBRATIONISOLATOR (TYP)

TRANSITION

FIRMLY ATTACH SUPPORTROD TO BUILDING STRUCTURE(TYP. 4 PLCS.)

ROOF

SHEET METAL ORFLEXIBLE DUCT

NOTE: SEE SPECIFICATIONS FOR FAN DISCRIPTION. SEE M1.1 FOR DUCTWORK SIZE AND ROUTING.

HOODED WALL CAP WITH BACKDRAFT DAMPER AND BIRD SCREEN. CAULK ALL AROUND WATER TIGHT.

OUTSIDE WALL

DAMPER HANDLE W/LOCKING QUADRANT

INSULATED, RECTANGULARSUPPLY DUCT

DUCT HEIGHT TO BEMIN. 2" GREATER THANBRANCH DUCT SIZE

ROUND CONNECTIONW/ VOLUME DAMPERFOR BRANCH DUCT

"SHOE" FITTING BYCROWN PRODUCTS CO.#3300-D OR EQUAL

NOTE: SEE PLAN FOR DUCT SIZES AND CONFIGURATION.

AIR FLOW

DAMPER HANDLE w/ LOCKINGQUADRANT

AIR FLOW

BRANCH

MANUAL VOLUMEDAMPER

SUPPLY MAIN

COMBINATION TEEw/ 45° BOOT

SEE SCHEDULE FOR SIZE,TYPE, MANUFACTURER &MODEL NO. OF FILTERBACK RETURN GRILLE

AIR FLOW

T-BAR OR SURACE MOUNTEDFILTER-BACK RETURN AIRGRILLE WITH HINGED SIDE ANDLOCKING KNOB. PROVIDE WITH1" THICK THROW-AWAY FILTER.

RETURN AIR DUCT

TA FILTERCEILING-SEE ARCH.DWGS. FOR TYPE

HVACEQUIP.

SMOKEDETECTOR

RASD SA

OA SA

SD

DETECTORSMOKE

NOTE: INSTALLATION OF SAFETY SHUT-DOWN DEVICE TO COMPLY WITH THE LATESTADOPTED EDITIONS OF THE STATE AND LOCAL CODES AND THE STANDARD ORINTERNATIONAL MECHANICAL CODE. VERIFY WITH THE LOCAL BUILDING CODESOFFICIALS AS TO WHICH PARTICULAR CODE(S) APPLY. COORDINATE INSTALLATIONWITH BUILDING FIRE ALARM SUPPLIER (WHERE APPLICABLE).

SMOKE DETECTOR TOSHUT DOWN FAN UPONALARM ACTIVATION

AIRFLOW GREATER THAN2,000 CFM AND/OR WHENAIR HANDLER SERVES ANAREA OF DIRECT EGRESS

MOUNT UNIT 12" BELOW CEILINGUSING WALL MOUNTING BRACKET

FULL SIZE CONDENSATE LINE.TRAP & VENT AT EQUIP. ROUTEPER PLUMBING DETAIL.

REFRIG. LIQUID ANDSUCTION LINES ROUTEDTO OUTDOOR UNIT PERMFR'S RECOMMENDATIONS

MANUALLY ADJUSTABLEDISCHARGE VANES

DUCTLESS AIRHANDLING UNIT

CONTROL PANEL

PERFORATED FACEDINTAKE GRILLE

AIR-COOLED CONDENSINGOR HEAT PUMP UNIT(SEE SCHEDULE)

PREFABRICATED CONDENSOR ISOLATION PAD.SIZE PAD TO MATCH CONDENSOR UNIT WITHMIN. 4" LARGER THAN UNIT ON ALL 4 SIDES.

REFRIGERANT LINES TO INDOORDUCTLESS SPLIT SYSTEM (DSS)ROUTE UNDER SLAB AND/OR UPIN WALL AS SHOWN ON FLOORPLANS. WHEN ROUTED UNDER SLAB,ENCASE REFRIGERANT LINES IN MIN.SCHED. 40 PVC PIPING WITH ENDSSEALED TO PREVENT WATER ENTRY.ROUTE REF. LINES TO COOLING COIL.

NOTE: MAINTAIN PROPER CLEARANCEAROUND UNIT AND BETWEEN UNITS ASRECOMMENDED BY UNIT MANUFACTURER.

SUPPORT PLATFORM.SEE STRUCTURAL DRAWINGS.

DOAS-1

EF-1

EXISTING MASONRY WALL

BOLLARD (TYP.)

PAVEMENT

MOISTURE ELIMINATOR AND MOTORIZEDDAMPER ON AIR INTAKE

MAKE-UP AIR UNIT WITHGAS HEAT AND DX COOLING COIL

SUPPLY DUCT RISER UP OUTSIDEOF BUILDING BEHIND METAL COVER(RETURN DUCT NOT SHOWN BUT SIMILAR ROUTING)

METAL BUILDINGSTRUCTURE BEYOND

EXTERIOR WALL

LINE OF FINISH CEILING

INSULATE SUPPLY DUCT & RETURN DUCT BEYOND (RIGID STYROFOAMOUTDOORS, FIBERGLASS WRAP INDOORS)

SCALE: NTSM2.18

TYPICAL RECTANGULAR TO RECTANGULAR45° BRANCH DUCT CONNECTION FITTING

SCALE: NTSM2.15 TYPICAL BRANCH TO DIFFUSER INSTALLATION DETAIL

SCALE: NTSM2.14

TYPICAL CEILING RETURN AIR OREXHAUST GRILLE

SCALE: NTSM2.12 TYP IN-LINE CABINET EXHAUST FAN DETAIL

SCALE: NTSM2.111

TYP. RECTANGULAR TO ROUND 45°BRANCH TAKE-OFF FITTING

SCALE: NTSM2.110

TYP. ROUND TO ROUND BRANCHTAKE-OFF FITTING

SCALE: NTSM2.13

TYPICAL CEILING RETURN AIR OREXHAUST GRILLE S

EOF NNETE

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MECHANICALSECTIONS ANDDETAILS

28 OCTOBER 2019

M2.1


JCT

19219

JEB JEB JEH

l0/28/l9

3 OF 3

SCALE: NTSM2.11

SMOKE DETECTOR LOCATIONSCHEMATIC DIAGRAM

SCALE: NTSM2.16 WALL MOUNTED DUCTLESS SPLIT SYSTEM

SCALE: NTSM2.19

CONDENSING UNIT OR HEAT PUMP UNIT FORDUCTLESS SPLIT SYSTEM

SCALE: NTSM2.17 DOAS UNIT TYPICAL DETAIL



A

B

21

EXISTING GAS METER 250 CFH.UPSIZE METER TO 750 CFH AND CONNECT TO EXISTING PIPE. NEWGAS PIPE SIZE IS BASED ON 125 FTAT LOW PRESSURE.

1 1/2"

MOVE EXISTING WATER METER TO INSIDE OF NEW SHEET ROCK WALL AND ROUTE EXISTING PEX LINE INSIDE WALL. COVER SLAB PENETRATION WITH ACCESS BOX. SEE ARCHITECTURAL FOR DETAILS.

ROUTE EQUIPMENT CONDENSATE ONTO PAVEMENT AWAY FROM BUILDING

TESTING/STORAGE

136

TESTING137

PRODUCTION138

WAREHOUSE135

ADDITIONALBIO

SAMPLEASSAY

STORAGE115

Room113

WORKSHOP139

DEVELOPMENT140

ROUTE CONDENSATE INSIDE WALL. SLOPE TO OUTSIDE WALL AND DOWN TO PAVEMENT. DSS-1

DSS-2

DSS-3

1 1/4"

1 1/2"

2"

COMPRESSED AIRDROP LOCATIONS (TYPICAL)

DOAS-1DCU-1

N

SCALE: 1/8" = 1'-0"P1.11 PLUMBING PLAN

0' 4' 8' 16'

S

EOF NNETE

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PLUMBING PLAN

28 OCTOBER 2019

P1.1


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19219

JEB JEB JEH

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FLUORESCENT OR LED LIGHTING FIXTURE. "A" REFERES TO DESIGNATION IN THE FIXTURE SCHEDULE. "3" INDICATES CIRCUIT NUMBER. "b" INDICATES THIS FIXTURE SWITCHED BY Sb.

FLUORESCENT STRIP FIXTURE; LENGTH IS SPECIFICED ON DRAWINGS. "3" INDICATES CIRCUIT NUMBER, "b" INDICATES THIS FIXTURE SWITCHED BY Sb.

INCANDESCENT, COMPACT FLUORESCENT, LED,OR H.I.D. TYPE FIXTURE; "3" INDICATES CIRCUIT NUMBER, "b" INDICATES THIS FIXTURE TO BE SWITCHED BY SWITCH Sb.

WALL MOUNTED INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. TYPE FIXTURE; "3" INDICATES CIRCUIT NUMBER, "b" INDICATES THIS FIXTURE TO BE SWITCHED BY Sb. SEE FIXTURE SCHEDULE FOR MOUNTING HEIGHT.

EXIT LIGHT; "W" INDICATES WALL MOUNTED, "C" INDICATES CEILING MOUNTED, "D" INDICATES DOUBLE FACE, "S" INDICATES SINGLE FACE, WITH DIRECTIONAL ARROWS AS SHOWN, "P" INDICATES PENDANT MOUNTED AS REQUIRED.

WALL LIGHT SWITCH; SINGLE POLE, 20A UNLESS NOTED 3 OR 4-WAY BY "3" OR "4"; +48" ABOVE FLOOR. "b" INDICATES SWITCH CONTROLS LIGHT FIXTURES LABELED "b", "k" INDICATES KEY OPERATED, "OS" INDICATES OCCUPANCY SENSOR.

EMERGENCY LIGHTING UNIT. MOUNT 8' A.F.F. BUT NOT CLOSER THAN 6'' TO CEILING. SEE FIXTURE SCHEDULE.

PANELBOARD, RECESSED OR SURFACE MOUNTED AS INDICATED ON DRAWINGS; ADJUST HEIGHT OF PANEL SO THAT NO BREAKER IS HIGHER THAN +6' A.F.F. AND TOP OF PANEL DOES NOT EXCEED 6'-6" A.F.F.

CONDUIT EXTENDED TO PANELBOARD; PANEL "LA", CIRCUITS 1 AND 3; EQUIPMENT GROUNDING WIRE IS PRESENT BUT NOT SHOWN. EACH CIRCUIT IS TO HAVE A SEPARATE NEUTRAL, AND GROUPS OF CIRCUITS ARE TO BE DERATED PER NEC. CIRCUITS OVER 200 FEET IN LENGTH SHALL BE INCREASED BY AT LEAST ONE WIRE SIZE TO COMPENSATE FOR VOLTAGE DROP. ELECTRICAL CONTRACTOR TO ADJUST WIRE SIZES AS NECESSARY PER NEC. IF NO WIRE SIZE IS INDICATED, WIRE SIZE MAY BE ASSUMED TO BE 2#12, 1#12GR, 3/4" CONDUIT, FOR EACH CIRCUIT NUMBER LISTED, UNLESS OTHERWISE NOTED.CONDUIT IN THE FLOOR CONSTRUCTION OR UNDERGROUND SHOWN TURNING UP.

CONDUIT IN THE WALL OR CEILING CONSTRUCTION SHOWN TURNING DOWN.

FLEXIBLE CONDUIT, MAXIMUM LENGHT 6' FOR LIGHT FIXTURES, MAXIMUM LENGTH 3' AND LIQUID-TIGHT, FOR EQUIPMENT CONNECTIONS.

DUPLEX RECEPTACLE, 120 VOLT, 20 AMP, 18" A.F.F. UNLESS OTHERWISE NOTED. "WP" INDICATES WEATHERPROOF, "GFI" INDICATES GROUND FAULT RECEPTACLE, "IG" INDICATES ISOLATED GROUND.

DUPLEX RECEPTACLE, 120 VOLT, 20 AMP, ADJUST HEIGHT FOR EQUIPMENT AND OR USE 6'' ABOVE WORK COUNTER."WP" INDICATES WEATHERPROOF, "GFI" INDICATES GROUND FAULT RECEPTACLE, "IG" INDICATES ISOLATED GROUND.

DOUBLE DUPLEX (QUADRAPLEX) RECEPTACLE, 120 VOLT, 20 AMP, MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED.

JUNCTION BOX; SIZE, USE AND LOCATION AS REQUIRED PER NEC.

TELEPHONE SYSTEM OUTLET, 18" A.F.F. UNLESS OTHERWISE NOTED. PROVIDE OUTLET BOX AND BLANK COVERPLATE WITH EMPTY 3/4" CONDUIT STUBBED UP ABOVE CEILING.

COMPUTER SYSTEM OUTLET, +18" AFF UNLESS NOTED OTHERWISE. PROVIDE OUTLET BOX AND BLANK COVERPLATE WITH EMPTY 3/4" CONDUIT STUBBED UP ABOVE CEILING. CABLING TO BE MINIMUM OF CAT 5E.

DISCONNECTING MEANS FOR EQUIPMENT. PROVIDE NEMA 3R ENCLOSURE OUTDOORS.

FIRE ALARM MANUAL STATION, RECESSED +48" A.F.F. PROVIDED BY ELECTRICAL, INSTALLED BY ELECTRICAL.

FIRE ALARM HORN WITH STROBE LIGHT, 80'' A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. 15 CANDELA STROBES AND 88 DECIBEL (dBA) HORN UNLESS OTHERWISE NOTED. PROVIDED BY ELECTRICAL, INSTALLED BY ELECTRICAL.

FIRE ALARM STROBE LIGHT, 80'' A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. 15 CANDELA STROBES UNLESS OTHERWISE NOTED. PROVIDED BY ELECTRICAL, INSTALLED BY ELECTRICAL.

DUCT SMOKE DETECTOR. PROVIDED BY ELECTRICAL, MOUNTED BY MECHANICAL, CONNECTED BY ELECTRICAL. PROVIDE WEATHERPROOF ENCLOSURE OR COVER IF LOCATED OUTDOORS.

ELECTRICAL LEGENDb

A

3

A

b 3

b

3A

b

3A

C D

W S

LA-1,3

J

C

F

L

L

DSD

Sk 3

OS b

NL

A

208 VOLT RECEPTACLE, ADJUST HEIGHT FOR EQUIPMENT AND/OR USE 6" ABOVE WORK COUNTER. "T" INDICATES THROUGH-WALL UNIT OUTLET, "D" INDICATES DRYER OUTLET, "R" INDICATES RANGE OUTLET.

COMPUTER SYSTEM OUTLET, CEILING MOUNTED. PROVIDE OUTLET BOX AND BLANK COVERPLATE WITH EMPTY 3/4" CONDUIT STUBBED UP ABOVE CEILING. CABLING TO BE MINIMUM OF CAT 5E.

C

FLUORESCENT OR LED LIGHTING FIXTURE WIRED AS A NIGHT LIGHT AND EMERGENCY LIGHT. FIXTURE MUST CONTAIN ``BODINE'' BATTERY PACK OR EQUAL. HALF SHADING INDICATES THAT TWO OF THE LAMPS IN THE FIXTURE ARE TO BE CONNECTED TO THE EMERGENCY BALLAST. PROVIDE SEPARATE UNSWITCHED ENERGIZED CONDUCTOR TO BATTERY PACK TO ALLOW NORMAL SWITCHING OF FIXTURE WITHOUT DISCHARGING BATTERY PACK.

LIGHTING FIXTURE SCHEDULEMANUFACTURER

COMPANY CATALOG NUMBER

DES

IGN

ATIO

N

LAM

P TY

PE

NU

MBE

R O

F LA

MPS

LAM

P W

ATTA

GE

BALL

AST

TYPE

MO

UN

TIN

G

HEI

GH

T AB

OVE

FIN

ISH

ED F

LOO

RO

R G

RAD

E

VOLT

AGE

NOTES:

1. EQUIVALENT FIXTURES ARE ACCEPTABLE WHERE APPROVED BY ENGINEER.

2. THE SYMBOL "*" IF PRESENT, INDICATES TO PROVIDE QUARTZ RESTRIKE FOR FOR A PARTICULAR FIXTURE. SEE FLOOR PLANS OR QUANTITIES.

3. ELECTRONIC BALLASTS TO BE "ADVANCE" OR ENGINEER APPROVED EQUAL.

4. TO COMPLY WITH NEC 410-130(G), ALL BALLAST SHALL HAVE PLUG-IN CONNECTION WITHIN THE FIXTURE.

5. WHERE FIXTURE COLOR IS AN OPTION, IT IS TO BE SELECTED BY THE ARCHITECT OR BY THE OWNER UNLESS OTHERWISE NOTED.

LAMP TYPE

INC INCANDESCENTQTZ QUARTZT8 T8 FLUORESCENTT5 T5 FLUORESCENTCFL COMPACT FLUORESCENTLED LIGHT EMITTING DIODEHPS HIGH PRESSURE SODIUMMH METAL HALIDE

BALLAST

EB ELECTRONIC BALLASTDMB DIMMING BALLASTESB ENERGY SAVING BALLASTPS PULSE START

MOUNTING

PO POLE MOUNTEDPE PENDANT MOUNTEDS SURFACE MOUTNEDR RECESSEDW WALL MOUNTED

LED

INC

LED

7 W

20 W

14 W

120 V

120 V

120 V

EXIT SIGN WITH NICAD BATTERY BACKUP

EMERGENCY LIGHT WITH NICAD BATTERY BACKUP

EXIT SIGN WITH EMERGENCY LIGHTS AND NICAD BATTERY BACKUP

LITHONIA

LITHONIA

LITHONIA

LQMSW3RELN

ELM627 N

LHQMSW3RN

DESCRIPTION

6. PROVIDE ALL NECESSARY ACCESSORIES.

7. REMOTE BALLAST REQUIRED. MAXIMUM DISTANCE FROM FIXTURE IS 20'. CONSULT MANUFACTURER FOR REQUIREMENTS.

8. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL LAMPS FOR ALL FIXTURES.

9. PROVIDE TRIM AS REQUIRED FOR CEILING TYPE.

2 W

GENERAL:

1. SCOPE: PROVIDE ALL LABOR, EQUIPMENT, ETC. REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS.

2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LOCAL CODES AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF LATEST EDITION OF:

NFC - NATIONAL FIRE CODESUL - UNDERWRITERS LABORATORIESNEC - NATIONAL ELECTRICAL CODENEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONIBC - INTERNATIONAL BUILDING CODEIEC - INTERNATIONAL ELECTRIC CODE

3. PERMITS: CONTRACTOR TO OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSE, FEES, INSPECTIONS, POWER COMPANY AID TO CONSTRUCTION, TAPS FEES, ETC.

4. COORDINATION: COORDINATE ALL WORK WITH OTHER TRADES AND LOCAL UTILITY COMPANY, IF CONFLICTS WITH OTHER TRADES, OR ANY ISSUE THAT WOULD PREVENT PROPER INSTALLATION SHOULD OCCUR, INFORM THE GENERAL CONTRACTOR AS SOON AS POSSIBLE BEFORE PROCEEDING.

5. EQUIPMENT: CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT INCLUDING HVAC. USE NEMA 3R DEVICES OUTDOORS. VERIFY LOADS AND LOCATIONS FOR ALL EQUIPMENT. SIZE BREAKERS, DISCONNECT SWITCHES AND FUSES ACCORDING TO THE MANUFACTURER'S SUGGESTED LIMITS. SIZE WIRE ACCORDINGLY PER NEC. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND OTHERS AND SHALL BE RESPONSIBLE FOR MODIFYING THE CONNECTIONS, WIRE SIZES, DISCONNECT SWITCHES, BREAKERS, ETC. SHOWN ON THE DRAWINGS IN ORDER TO MAKE A COMPLETE INSTALLATION AND TO SATISFY THE MANUFACTURER'S RECOMMENDATIONS. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL OF THE LABOR AND MATERIALS TO ACCOMPLISH THIS TASK.

6. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND AS INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO OWNER UPON COMPLETION OF PROJECT.

7. IDENTIFICATION: IDENTIFY ALL MAJOR PIECES OF EQUIPMENT INCLUDING CONTROLS, PANELBOARDS, STARTERS, DISCONNECT SWITCHES, JUNCTION BOXES, CABLING, VOICE/DATA OUTLETS, LOW VOLTAGE CABINETS, EMERGENCY RECEPTACLES AND RELAYS WITH PERMANENT PLASTIC NAMEPLATES. (WHITE ON BLACK)

8. MATERIALS: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. FOR THE USE INTENDED WHERE A STANDARD FOR SUCH MATERIAL AND USE EXISTS. ALL ITEMS OF THE SAME TYPE AND RATING SHALL BE IDENTICAL AND OF THE SAME MANUFACTURER.

9. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, IMPROPER GROUNDS, ETC. FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIALS AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO OWNER FOR PERIOD OF WARRANTY.

10. CUTTING AND PATCHING: PROVIDE ALL CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING CONSTRUCTION.

11. FIRE RATED WALLS, CEILINGS AND FLOORS: OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, AND FLOORS SHALL BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN FIRE RESISTANCE RATINGS. RECEPTACLES LOCATED ON OPPOSITE SIDES OF A FIRE BARRIER SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 2'. OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THE INTEGRITY OF THE U.L. RATING IS MAINTAINED.

12. THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOW THE RELATIONSHIP BETWEEN EQUIPMENT AND CONNECTIONS. DO NOT SCALE THE DRAWINGS FOR EXACT SIZE AND/OR LOCATIONS. DETAIL DRAWINGS, HOWEVER, ARE SPECIFIC AND SHOULD BE CLOSELY FOLLOWED. THE ELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL NECESSARY ITEMS FOR A COMPLETE AND OPERATING SYSTEM. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR LOCATION OF LIGHTING FIXTURES.

13. UNLESS OTHERWISE INSTRUCTED, THE ELECTRICAL CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF SHOP DRAWINGS ON LIGHTING, FIRE ALARM AND SWITCHGEAR, TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF EQUIPMENT.

14. CONTRACTOR SHALL CHECK ALL OUTLET LOCATIONS AGAINST ARCHITECTURAL ELEVATION DIAGRAMS.

15. COMPLETELY ADEQUATE HOUSING SHALL BE PROVIDED FOR ALL MATERIALS STORED ON JOB SITE. ONLY CONDUIT MAY BE STORED OUTSIDE, BUT NOT IN CONTACT WITH THE GROUND.

16. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL PRESENT THE ENGINEER WITH A CERTIFICATE OF APPROVAL FROM LOCAL INSPECTOR AND/OR AUTHORITY HAVING JURISDICTION.

17. MAXIMUM ALLOWABLE VOLTAGE DROP TO BE 2% FOR FEEDERS AND 3% FOR BRANCH CIRCUITS. OVERALL VOLTAGE DROP NOT TO EXCEED 5%.

18. THE ELECTRICAL CONTRACTOR IS TO VISIT THE SITE PRIOR TO BEGINNING ANY WORK AND TO FIELD VERIFY CURRENT CONDITIONS INCLUDING ROUTING. POTENTIAL PROBLEM ISSUES ARE TO BE BROUGHT UP TO THE ARCHITECT OR ENGINEER AS SOON AS POSSIBLE. FAILURE TO VISIT SITE SHALL NOT EXCUSE THE CONTRACTOR FROM PERFORMING REQUIRED WORK NOR SHALL IT BE AN ACCEPTABLE REASON FOR REQUESTING ADDITIONS TO THE CONTRACT.

19. PROVIDE A MINIMUM OF 2 HOURS TRAINING TO OWNER'S PERSONNEL PER SYSTEM ON THE OPERATION OF ALL SYSTEMS AND/OR EQUIPMENT THAT REQUIRES USER INPUT OR PROGRAMMING.

JUNCTION BOX WITH L14-60 OR L21-60 RECEPTACLE, SEE FLOOR PLAN.

LOAD CENTER2Ø OR 3Ø

VERIFY HEIGHT WITH OWNER PRIOR TO ROUGH-IN.

L14-60 OR L21-60 PLUG, SEE FLOOR PLAN.

2'x2' METAL PLATE MOUNTED IN CEILING GRID. SEE CEILING MOUNTED DETAIL ON THIS SHEET.

LOAD CENTER, CORD AND PLUG PROVIDED BY AND INSTALLED BY TBE.

2' - 0"

6"4"

2"2"2'

- 0"

4"

L14-60 RECEPTACLE OR L21-60 RECEPTACLE CENTER IN PANEL. SEE FLOOR PLAN. VERIFY NEMA CONFIGURATION OF RECEPTACLES PRIOR TO PURCHASE.

DATA BOX CUTOUT. PROVIDE PANDUIT WALL PLATE MODEL NUMBER CFPE4EIY WITH (4) PANDUIT DATA JACKS MODEL NUMBER CJ5E88TGEI. VERIFY WITH OWNER PRIOR TO PURCHASE.

2'x2', 1/8" ALUMINUM METAL PANEL, TO FIT IN CEILING GRID. PAINT FLAT BLACK.

CUTOUT FOR PROCESS AIR DROP. HOLE TO SUIT 3/4" BULKHEAD FITTING. TYPICAL OF (2).

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


Phone (865) 546-3232


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LEGENDS, NOTESAND SCHEDULES

28 OCTOBER 2019

E0.1


CWR

19219

DRB DRB JEH

1 3

A LED 50 R 277 V LED 2'X4' FLAT PANEL LITHONIA EPANL 2X4 6000LM 80CRI 35K MIN1 MVOLT

N.T.S.E0.1

1 LOAD CENTER DETAIL

1" = 1'-0"E0.1

2 CEILING MOUNTED RECEPTACLE


S

EOF NNETE

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AGRICULTURE

4N

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SS

S3

S3

S3

S3

S3S3S3S3

J J

C

C

C

C

C C

CCC

C

J

JLF

LL

L

LL

DSD

DSD

J J

J J

J J

J J

J

J

C

JJ

a

a

b c d

bcd

A A

A

AA A

A

A

AA A

A A A

AAAA

A

A A

A A A A

AAA

A A A A A

A

A

A A

A

A A

A

A A

A

A A

A

A

A

a

a

aa

a

a a

b d

b c d

b c d

c d

b c d

b c d

b c

b c d

b c d

LG

A

TG

HA - 13

1

1 1

W S

W S

W

S

W

S

W

S

HA - 2

LG

DOAS-1

8

TG

LC1 LC2

LC3

LC4

LC5LC6

HA - 4,6,8

PRODUCTION138

TESTING/STORAGE

136TESTING

137

WORKSHOP139

DEVELOPMENT140

WAREHOUSE135

+24"

+24"

LG - 45

LG - 32,34,36

2

LG - 38

LG - 42 LG - 43

LG - 40LG - 41

2

LG - 53,55

3

5

+24"

8

9

9LG - 44

10

1

11

11

12

EDH-2

EDH-1

8HA - 10,12,14

HA - 7,9,11

013

1

1

14

DSS-2

DSS-1

DSS-3

6

LG - 58,60

15

16

16

16

LG - 57,59

17

DCU-1

EF-1

LG - 19,21

LG - 24,26

LG - 23,25

LG - 20,22

LG - 31,33

LG - 28,30

LG - 35,37,39

LG - 27,29

8

7

7

7

7

7

7

7

X - 12

18

19

18

18 18

18

18

18

18

18

18

18

11WP/GFI

LG - 46,48,50

0

20

4

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


Phone (865) 546-3232


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LIGHTING PLANAND POWER PLAN

28 OCTOBER 2019

E1.1


CWR

19219

DRB DRB JEH

2 3

1/8" = 1'-0"E1.1

1 FLOOR PLAN - LIGHTING1/8" = 1'-0"E1.1

2 FLOOR PLAN - POWERN

0' 4' 8' 16' 0' 4' 8' 16'

N

0 3#12, 1#12GR, 3/4"CND

2 3#10, 1#10GR, 3/4"CND

6 2#8, 1#10GR, 3/4"CND

7 2#6, 1#6N, 1#8GR, 3/4"CND

8 3#6, 1#6N, 1#8GR, 3/4"CND

WIRE & CONDUIT SIZE BY SYMBOL(SIZED USING COPPER WITH THWN INSULATION)

1 REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, ETC.DEMO CONDUIT AND WIRING IN THIS ROOM. MAINTAIN POWER TODOWNSTREAM FIXTURES OR DEVICES.

2 CONNECT DOAS-1, 480V. DISCONNECT SWITCH BY ELECTRICAL. FEEDFROM PANEL "HA" IN SHIPPING/RECEIVING 107, APPROXIMATELY 200'.PROVIDE 70A, 3-POLE, 42K AIC BREAKER IN PANEL "HA". REFER TOMECHANICAL DRAWINGS FOR COORDINATION.

3 CONNECT EXHAUST FAN EF-1, 208V, 1Ø. DISCONNECT SWITCHPROVIDED BY MECHANICAL, INSTALLED BY ELECTRICAL. REFER TOMECHANICAL DRAWINGS FOR COORDINATION.

4 60A LOAD CENTER, BY ELECTRICAL CONTRACTOR. FEED USING 3#6,1#6N, 1#8GR, 3/4" CONDUIT. PROVIDE (1) L6-30, WALL MOUNTEDRECEPTACLE WITHIN 1FT OF LOAD CENTER EITHER BESIDE OR BELOW.RECEPTACLE TO BE FED FROM LOAD CENTER. USING 2#10, 1#10GR,3/4" CONDUIT. COORDINATE LOCATION AND ELECTRICALREQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN. TYPICAL OF (6).

5 4" x 4" WIRE TROUGH CABLE TRAY, MOUNTED AT 8'-6" ABOVE FLOOR.COORDINATE WITH LIGHTING LAYOUT. VERIFY EXACT LOCATION,LAYOUT AND MOUNTING HEIGHT WITH OWNER.

8 NEMA L14-30 LOCKING RECEPTACLE, VERIFY WITH OWNER.

9 NEMA 5-20 RECEPTACLE, VERIFY WITH OWNER.

10 DATA OUTLET MOUNTED AT CEILING. DATA CABLING TO BE MINIMIUMCAT 5E. RUN TO LAN SWITCH LOCATION IN TESTING ROOM 137. VERIFYLOCATION WITH OWNER. TYPICAL OF (10).

11 JUNCTION BOX FOR CONNECTION TO ALARM SYSTEM, BY OTHERS.VERIFY LOCATION AND REQUIREMENTS WITH SECURITY VENDORPRIOR TO ROUGH-IN.

12 ALL NEW FIRE ALARM DEVICES TO BE COMPATIBLE WITH EXISTINGBUILDING FIRE ALARM SYSTEM, TYPICAL.

13 CONNECT EDH-2, 480V, FACTORY WIRED DISCONNECT. FEED FROMPANEL HA IN SHIPPING/RECEIVING RM. PROVIDE 50A, 3-POLE CIRCUITBREAKER. REFER TO MECHANICAL DRAWINGS AND SHOP DRAWINGSFOR COORDINATION.

14 CONNECT EDH-1, 480V, FACTORY WIRED DISCONNECT. FEED FROMPANEL HA IN SHIPPING/RECEIVING RM. PROVIDE 20A, 3-POLE CIRCUITBREAKER. REFER TO MECHANICAL DRAWINGS AND SHOP DRAWINGSFOR COORDINATION.

15 CONNECT DCU-1, 208V, 1Ø, DISCONNECT SWITCH BY MECHANICAL,INSTALLED BY ELECTRICAL. REFER TO MECHANICAL DRAWINGS ANDSHOP DRAWINGS FOR COORDINATION.

16 CONNECT INDOOR DUCTLESS SPLIT SYSTEM UNIT, 208V, 1Ø,DISCONNECT SWITCH BY MECHANICAL, INSTALLED BY ELECTRICAL.REFER TO MECHANICAL DRAWINGS AND SHOP DRAWINGS FORCOORDINATION.

17 REMOVE EXISTING HIGH-BAY FIXTURES AND REPLACE WITH NEW LEDHIGH-BAY FIXTURES. OWNER TO PROVIDE FIXTURE TYPE. FIELDVERIFY LOCATIONS. TYPICAL OF (5).

18 JUNCTION BOX ABOVE CEILING AT 2'X'2' METAL PANEL LOCATION.PROVIDE L14-60 LOCKING RECEPTACLE. SEE DETAIL 1/E0.1.

19 JUNCTION BOX ABOVE CEILING AT 2'X'2' METAL PANEL LOCATION.PROVIDE L21-60 LOCKING RECEPTACLE. SEE DETAIL 1/E0.1.

20 FEED FROM EXISTING PANEL X LOCATED IN THIS ROOM, VERIFY.

NOTES BY SYMBOL:


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PANELHA

(NIC)

SWBD B1200A

480/277V(NIC)

800A480/277V

1000KVA TRANSFORMER

(NIC)

1200ADISC.(NIC)

PANELLG

TG225KVA

800A120/208V

35 38

APPROXIMATELY 200'

1

300ADISC.

Sheet Number:

Date:

Sheet Contents:

Location:

Project Title:

Project No.:

Drawn By:


Issue: \ Revision:


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RISER DIAGRAMAND PANELSCHEDULES

28 OCTOBER 2019

E2.1


CWR

19219

DRB DRB JEH

3 3

Notes:

Total Amps: 336 A 355 A 363 ATotal Load: 40260 VA 42325 VA 43185 VA

59 3460 105 6057

DCU-1 40 A 23460 105

2 20 A DSS-1, DSS-2, DSS-358

55 350 0 1 20 A SPARE 5653

EF-1 20 A 2350 0 1 20 A SPARE 54

51 SPARE 20 A 1 0 0 1 20 A SPARE 5249 SPARE 20 A 1 0 333 5047 SPARE 30 A 1 0 333 4845 RECEPTACLE RM 138 20 A 1 180 333

3 20 A ROLL-UP OVERHEAD DOOR46

43 CONVENIENCE RECEPTS RM 138 20 A 1 900 900 1 20 A CONVENIENCE RECEPTS RM 138 4441 CONVENIENCE RECEPTS RM 137 20 A 1 1440 1080 1 20 A CONVENIENCE RECEPTS RM 138 4239 167 1080 1 20 A CONVENIENCE RECEPTS RM 136 4037 167 180 1 20 A LAN SWITCH 3835

CEILING RECEPTACLE 60 A 3

167 5000 3633 250 5000 3431

CEILING RECEPTACLE 60 A 2250 5000

3 30 A RECEPTACLE RM 13832

29 250 250 3027


2 60 A CEILING RECEPTACLE28

25 250 500 2623


2 60 A CEILING RECEPTACLES (2)24

21 1000 250 2219

CEILING RECEPTACLES (4) 60 A 21000 250

2 60 A CEILING RECEPTACLE20

17 5000 5000 1815 5000 5000 1613

LC5 60 A 35000 5000

3 60 A LC614

11 5000 5000 129 5000 5000 107

LC3 60 A 35000 5180

3 60 A LC48

5 5000 5000 63 5000 5000 41

LC1 60 A 35000 5000

3 60 A LC32

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Enclosure: Type 1 MCB Rating: 800 AMounting: Surface Wires: 4 Mains Rating: 800 A

Supply From: TG Phases: 3 Mains Type: MCBLGLocation: PRODUCTION 1 Volts: 120/208 Wye A.I.C. Rating: 42,000

Panel:

Notes:

Total Amps: 101 A 92 A 92 ATotal Load: 28109 VA 25609 VA 25609 VA

41 4239 4037 3835 3633 3431 3229 3027 2825 2623 2421 2219 2017 1815 1613 TESTING EXPANSION EMER. LTG 20 A 1 300 1667 1411 10000 1667 129 10000 1667

3 20 A TESTING EXPANSION EDH-110

7TESTING EXPANSION EDH-2 50 A 3

10000 13302 85 640 13302 63 640 13302

3 60 A TESTING EXPANSION DOAS-14

1VAV (9) 20 A 3

640 2200 1 20 A TESTING EXPANSION LIGHTING 2CKT Circuit Description Trip Poles

A(VA)

B(VA)

C(VA) Poles Trip Circuit Description CKT

Enclosure: Type 1 MCB Rating:Mounting: Recessed Wires: 4 Mains Rating: 800 A

Supply From: SWBD-B Phases: 3 Mains Type:HALocation: Space 29 Volts: 480/277 Wye A.I.C. Rating:

Panel:

N.T.S.E2.1

1 RISER DIAGRAM

35 3#500KCMIL, 1#3GR, 3"CND

38 (2 SETS) (4#500KCMIL, 1#1/0GR, 3-1/2"CND)

WIRE & CONDUIT SIZE BY SYMBOL(SIZED USING COPPER WITH THWN INSULATION)

1 PROVIDE NEW 300A, 3-POLE CIRCUIT BREAKER IN SWBD-B TO FEEDTRANSFORMER TA IF NO EXISTING SPARE IS AVAILABLE.

NOTES BY SYMBOL:

(N.I.C.)


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