TEAM MEMBERS PROJECT INFORMATION VICINITY MAP / KEY ...

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OWNERCITY OF CUMMINGTHE CITY ADMINISTRATORCUMMING CITY HALL100 MAIN STREETCUMMING, GA 30040(770) 781-2010

ARCHITECTWILLIAM RYAN MILLERDWELL DESIGN STUDIO, LLC 1280 HIGHTOWER TRAILATLANTA, GA 30350(770) 864-1035

CIVILJ ALAN NEALFORESITE GROUP, INC3740 DAVINCI CT, SUITE 100PEACHTREE CORNERS, GA 30092(770) 368-1399 (EXT. 355)

MECHANICAL/PLUMBINGKENNETH GONZALEZMCVEIGH & MANGUM ENGINEERING, INC.9133 R.G. SKINNER PKWY, SUITE 1JACKSONVILLE, FL 32256(904) 483-5200

ELECTRICALLADD MARKSMCVEIGH & MANGUM ENGINEERING, INC.1955 LAKE PARK DRIVE SE, SUITE 325SMYRNA, GEORGIA 30080(678) 213-5699

STRUCTURALKAREN JENKINSSHEAR STRUCTURAL3411 PIERCE DRIVE, SUITE 100CHAMBLEE, GA 30341(678) 664-8051

LANDSCAPE/HARDSCAPE DESIGNJASON WECKERLYFORESITE GROUP, INC3740 DAVINCI CT, SUITE 100PEACHTREE CORNERS, GA 30092(770) 368-1399 (EXT. 317)

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:

THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE

REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN

CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.

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REVISION

DATE DESCRIPTION INCLUDED

ISSUED FOR CONSTRUCTION

TEAM MEMBERS

PROJECT INFORMATION

VICINITY MAP / KEY PLAN

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE CODES OR STATUS WHETHER OR NOT SPECIFICALLY REFERENCED IN THE CONSTRUCTION DOCUMENTS

THE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY OF DWELL DESIGN STUDIO, LLC. COPIES OF THE DRAWINGS MAY BE USED ONLY BY THE OWNER TO CONSTRUCT AND OCCUPY THIS PROJECT. NEITHER THE DRAWINGS NOR THE DESIGN INDICATED ON THE DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY OTHER PROJECT OR PURPOSE. DWELL DESIGN STUDIO, LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE DRAWINGS WHICH HAVE AN ORIGINAL SEAL, SIGNATURE, CONSTRUCTION ISSUE DATE, AND DATE OF FINAL REVISION FOR THE DRAWINGS

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CUMMING CITY CENTER - BUILDING GCANTON HWY.

CUMMING, GA 30040

12/20/2019 CITY PERMIT AND BID SET X

02/21/2020 REVISION 1 X

APPLICABLE CODES:

• 2012 INTERNATIONAL BUILDING CODE (IBC) - WITH 2014, 2015, 2017, & 2018 GEORGIA AMENDMENTS

• 2017 NATIONAL ELECTRICAL CODE (NFPA)

• 2012 INTERNATIONAL FUEL GAS CODE (ICC) - WITH 2014 & 2015 AMENDMENTS

• 2012 INTERNATIONAL MECHANICAL CODE (ICC) - WITH 2014 & 2015 AMENDMENTS

• 2012 INTERNATIONAL PLUMBING CODE (ICC) - WITH 2014 & 2015 AMENDMENTS

• 2009 INTERNATIONAL ENERGY CONSERVATION CODE (ICC) -WITH 2011 & 2012 AMENDMENTS

• 2012 NFPA 101 LIFE SAFETY CODE

• 2012 INTERNATIONAL FIRE CODE (ICC) - WITH 2014 AMENDMENTS

• 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

SCOPE OF WORK:

CONSTRUCTION OF A NEW 19,763 SF, TYPE IIB, 2 STORY MULTI TENANT BUILDING SHELL. TENANT INTERIOR BUILD-OUTS BY OTHERS TO BE PERMITED SEPARATELY. ALL BUILDING SIGNAGE BY OTHERS TO BE PERMITTED SEPARATELY.

PROJECT CRITERIA:

• BUILDING HEIGHT: 34' - 0"• # OF STORIES: 2 STORY• TOTAL SQUARE FOOTAGE: 19,763 SF• MEZZANINE: NO• CONSTRUCTION TYPE: TYPE IIB• AUTOMATIC SPRINKLER SYSTEM: YES

SHEET INDEX

Sheet Number Sheet Name CIT

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1

S1-02 UPPER LEVEL FRAMING PLAN X

S1-03 ROOF FRAMING PLAN X

S3-01 FOUNDATION DETAILS X

S5-01 STEEL FRAMING DETAILS X

S5-02 STEEL FRAMING DETAILS X

S5-11 STEEL FRAMING ELEVATIONS X

S5-12 STEEL FRAMING ELEVATIONS X

MECHANICAL

M0-01 GENERAL NOTES, LEGENDS, & SYMBOLS X

M0-02 SCHEDULES X

M1-01 MAIN LEVEL FLOOR PLAN - HVAC X

M1-02 UPPER LEVEL FLOOR PLAN - HVAC X

M1-03 ROOF PLAN - HVAC X

M2-01 DETAILS X

ELECTRICAL

E0-01 LEGEND, GENERAL NOTES, AND SCHEDULES X

E0-02 POWER RISER AND DETAILS X

E0-03 RISERS, SCHEDULES AND DETAILS X

E0-04 PANEL SCHEDULES X

E0-05 PANEL SCHEDULES X

E0-10 SITE PLAN X

E1-01 MAIN LEVEL FLOOR PLAN - POWER X

E1-02 UPPER LEVEL FLOOR PLAN - POWER X

E1-03 ROOF PLAN - POWER X

E2-01 MAIN LEVEL FLOOR PLAN - LIGHTING X

E2-02 UPPER LEVEL FLOOR PLAN - LIGHTING X

PLUMBING

P0-01 GENERAL NOTES, LEGENDS, & SYMBOLS X

P0-02 SCHEDULES X

P1-01 MAIN LEVEL FLOOR PLAN - WATER & GAS X

P1-02 UPPER LEVEL FLOOR PLAN - WATER & GAS X

P2-01 MAIN LEVEL FLOOR PLAN - DWV X X

P2-02 UPPER LEVEL FLOOR PLAN - DWV X

P3-00 ROOF PLAN - PLUMBING X

P4-00 DETAILS X

P4-01 DETAILS X

P6-00 RISER DIAGRAMS X

FIRE PROTECTION

F0-01 FIRE PROTECTION CRITERIA SHEET X

F1-01 MAIN LEVEL FLOOR PLAN - FIRE PROTECTION X

F1-02 UPPER LEVEL FLOOR PLAN - FIRE PROTECTION X

SHEET INDEX

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CS-01 COVER SHEET X X

GN-01 GENERAL NOTES X X

SP-01 ARCHITECTURAL SITE PLAN X

CODE DATA

CD-20 LIFE SAFETY PLAN X X

CD-60 GEORGIA ACCESSIBILITY GUIDELINES X

CD-61 ADA ACCESSIBILITY GUIDELINES X X

CD-70 PARTITION DETAILS X

CD-80 UL ASSEMBLIES X

ARCHITECTURAL

A1-01 FLOOR PLAN X X

A1-02 FLOOR PLAN X X

A1-03 ROOF PLAN X

A2-20 ENLARGED STAIR PLANS, SECTIONS, DETAILS X

A2-30 STAIR DETAILS X X

A2-40 ENLARGED ELEVATOR PLANS, SECTIONS, DETAILS X

A3-01 ENLARGED PLANS & ELEVATIONS X

A4-01 EXTERIOR ELEVATIONS X

A4-02 EXTERIOR ELEVATIONS X

A5-01 BUILDING SECTIONS X

A5-10 WALL SECTIONS X



A6-10 SECTION DETAILS X

A6-11 SECTION DETAILS X

A6-12 SECTIONS AND DETAILS X

A6-40 ROOF DETAILS X

A6-41 ROOF DETAILS X

A6-50 WATERPROOFING DETAILS X

A6-51 WATERPROOFING DETAILS X

A7-01 SCHEDULES X X

A7-02 DOOR DETAILS X

A7-03 WINDOW DETAILS X

INTERIORS

ID1.00 INTERIOR PLANS X

ID2.00 INTERIOR ELEVATIONS X

STRUCTURAL

S0-01 GENERAL NOTES X

S0-02 COMPONENTS AND CLADDING X

S1-01 FOUNDATION PLAN X

RENDERINGS ARE FOR GRAPHIC PURPOSES AND ARE NOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS

DATE DESCRIPTION REV

AB. ANCHOR BOLTABV. ABOVEACT. ACOUSTICAL TILEADH. ADHESIVEADJ. ADJUSTABLEA.F.F ABOVE FINISH FLOORALUM. ALUMINUMALT. ALTERNATEAPPROX. APPROXIMATELYARCH. ARCHITECT/ARCHITECTURALASHP. ASPHALTAVG. AVERAGE

BALC. BALCONYBD. BOARDBDRM. BEDROOMBLDG. BUILDINGBLKG. BLOCKINGBM. BEAMBRK. BREAKB.O. BOTTOM OFBRNG. BEARINGBSMT. BASEMENTB.T.U./HR. BRITISH THERMAL UNIT/OURBF. BI-FOLD

C. CELSIUSCAB. CABINETC.F.M. CUBIT FEET OF AIR PER MINUTEC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTC.L. CENTER LINECLO. CLOSETCLG. CEILINGC.M.U CONCRETE MASONRY UNITCOL. COLUMNCOMP. COMPOSITIONCONC. CONCRETECONST. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPETC.T. CERAMIC TILE

DEG. DEGREED.F. DRINKING FOUNTAINDIA. DIAMETERDIM. DIMENSIONDN. DOWNDR. DOORD.S. DOWN SPOUTDWGS. DRAWINGS

EA. EACHE.F. EXHAUST FANE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATORE.O.C. END OF CARPETEQ. EQUALEQUIP. EQUIPMENTE.W. EACH WAYE.W.C. ELECTRICAL WATER COOLERE.W.H ELECTRIC WATER HEATEREXIST. EXISTINGEXP. EXPANSIONEXT. EXTERIOR

F. FAHRENHEITFAB. FABRICATEF.A.C FIRE ALARM CABINETF.B.O. FURNISHED BY OTHERF.C. FIRE CODEF.D. FLOOR DRAINFDN FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.F.E. FINISH FLOOR ELEVATIONFIN. FINISHFLASH. FLASHINGFLOUR. FLUORESCENTFLR. FLOORF.O.F. FACE OF FINISHF.P. FIRE PLACEF.P.M. FOOT/MINUTEFT. FOOT/FEETFTG. FOOTINGFURN. FURNISHEDFURR. FURRINGFMG. FRAMINGFR. FRAME

GALV. GALVANIZEDGA. GAUGEGEN. GENERALG.C. GENERAL CONTRACTORG.B GRAB BARGL. GLASSG.P.M. GALLONS PER MINUTEGR. GRADEGYPBD. GYPSUM BOARD

HC. HANDICAPPEDHD. HT. HEAD HEIGHTHDR. HEADERHDW. HARDWAREH.M. HOLLOW METALHORIZ. HORIZONTALH.P. HORSE POWERHR. HOURHT. HEIGHTH.V.A.C. HEATING, VENTILATION, & AIR CONDITIONINGHWD. HARDWAREHZ. HERTZ

I.D. INSIDE DIAMETERIN. INCHINSUL. INSULATIONINT. INTERIOR

JAN. JANITORJB. JAMBJST. JOISTJT. JOINT

KIT. KITCHEN

L. LIGHTLAM. LAMINATELAV. LAVATORY

MAS. MASONRYMAT. MATERIALMAX. MAXIMUMM.C. MEDICINE CABINETM.D. MASONRY DIMENSIONM.D.O. MEDIUM DENSITY OVERLAYMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.M. MOLDED MASONITEM.O. MASONRY OPENINGMTD. MOUNTEDMTL METALM.W.W.T. METAL WITH WOOD TRIM

N. NORTHNAT. NATURALN/A NOT APPLICABLEN.I.C NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S NOT TO SCALE

O.C. ON CENTERO.C.E.W ON CENTER EACH WAY

O.D. OUTSIDE DIAMETERO.H.D OVER HEAD DOOROPG. OPENINGOPP.H. OPPOSITE HANDO.S.B ORIENTED STRAND BOARD

PR. PAIRPART. PARTITIONPC. PRE-CASTPL. PLATEPLAS.LAM. PLASTIC LAMINATE(PL.)PLYWD. PLYWOOD.PNT. PAINT(ED)PREFAB. PRE-FABRICATEDP.S.F. POUND PER SQUARE FOOTP.S.I. POUND PER SQUARE INCHP.T. PRESSURE TREATEDP.T.D PAPER TOWEL DISPENSERPVMT. PAVEMENT

Q.T. QUARRY TILEQTY. QUANTITY

R. RADIUS OR RISERR.D. ROOF DRAINR & S ROD & SHELFRECPT. RECEPTIONREF. REFRIGERATORREINF. REINFORCINGREQ'D REQUIREDREV. REVISIONR.H. RIGHT HANDRM. ROOMR.O. ROUGH OPENINGR.O.W RIGHT OF WAYRSTRM. RESTROOM

S. SPECIFIED OR SPECIFICATIONS.A.B. SOUND ATTENUATION BLANKETS.C.W.D SOLID CORE WOOD DOORSCHED. SCHEDULES.D. SOAP DISHSECT. SECTIONS.F. SQUARE FOOT.(FEET)S.H. SHOWER HEADSHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUARES.R. SHOWER RODS.R.O. SHEET ROCK OPENINGS.T.C SOUND TRANSMISSION CLASSSTD. STANDARDSTL. STEELSTOR. STORAGESTRUC. STRUCTURALSUSP. SUSPENDED

T. THREAD, TILE OR TOPT/- TOP OF _T+G TONGUE AND GROOVET.C. TOP OF CURBT.B. TOWEL BARTEL. TELEPHONETEMP. TEMPERATURETHK. THICKTHR. THRESHOLDT.W. TOP OF WALLTYP. TYPICAL

U.L. UNDERWRITERS LABORATORIESU.N.O UNLESS NOTED OTHERWISEUR. URINAL

V.C.T VINYL COMPOSITION TILEVERT VERTICALVEST. VESTIBULEVIN. VINYLV.W.C. VINYL WALL COVERING

W. WEST OR WIDTHWD. WOODW.I.C WALK IN CLOSETWT. WEIGHTW.W.F. WELDED WIRE FABRICW.W.M. WELDED WIRE MESHW.W.W.T. WOOD WITH WOOD TRIM @ AT& AND# POUND, NUMBER

EARTH

CONCRETE

STEEL

CONCRETE MASONRY UNITS

WOODFINISHES

WOOD-CONTINUOUS

WOOD-BLOCKING

INSULATION-BATTS

PLYWOOD

BRICK

GYPSUM-BOARD

GRAVEL

ALUMINUM

INSULATION-RIGID

GLAZING(ELEVATION)

INTERIOR ELEVATION MARKER

EXTERIOR ELEVATION MARKER

LEVEL HEAD

SECTION MARK

CENTERLINE

ENLARGED PLAN MARK

REFERENCE NUMBER

SIMILAR DETAIL

SHEET NUMBER

NORTH ARROW

B04 DOOR TYPE

W10 WINDOW TYPE

WALL TYPE

C.D. COLUMN CENTERLINE

0

000

CALLOUT ENLARGEMENT

HANDICAP

P10

A4-03

3

4

2 1

REFERENCE NUMBER

A3-03

6

7

8 5

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SHEET NUMBER

SHEET NUMBER

A6-03

3SIM.

A6-03

3

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SIMILAR DETAIL

SHEET NUMBER

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STOREFRONT TYPESF01

GENERAL NOTES (CONT'D)GENERAL NOTES1. ALL WORK SHALL BE IN COMPLIANCE WITH THE STANDARD BUILDING INDUSTRY RECOGNIZED STANDARDS, INCLUDING CRAFTSMANSHIP, MANUFACTURER RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES.

2. TO THE BEST OF OUR KNOWLEDGE, THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPROPRIATE CURRENT STATE CODE AND THE RULES AND REGULATIONS OF NEW CONSTRUCTION PER ADA.

3. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THAT OUR ARCHITECTURAL WORK AND JUDGEMENT RENDERED MEET THE STANDARDS OF CARE OF OUR PROFESSION.

4. PROVIDE ACCESSIBILITY FOR THE PHYSICALLY HANDICAPPED CONFORMING TO 2012 INTERNATIONAL BUILDING CODE & THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

5. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREIN OR NOT, PRIOR TO ANY EXCAVATION. ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

6. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD.

7. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GRADE ELEVATIONS FOR ANY CONFLICTS OR OMISSIONS BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITIONS BEFORE COMMENCING WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE CODES OR STATUTES WHETHER OR NOT SPECIFICALLY REFERENCED BY THE PLANS OR SPECIFICATIONS.

9. CONTRACTOR SHALL VERIFY AND COORDINATE SPECIFIC REQUIREMENTS FOR OWNER PROVIDED OR TENANT PROVIDED INSTALLED EQUIPMENT.

10. CONTRACTOR TO COORDINATE ALL WORK INCLUDED IN THE CONTRACT DOCUMENTS. ALL CORRESPONDENCE FROM THE SUB-CONTRACTORS SHALL BE ROUTED THROUGH THE GENERAL CONTRACTOR.

11. DAMAGE DURING THE EXECUTION OF THE CONTRACT WORK SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF WORK.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND PROTECTION OF THE WORK AND THE MATERIALS ON THE SITE.

13. ALL DIMENSIONS SHALL BE VERIFIED AT SITE AND ANY DISCREPANCIES SHALL BE REPORTED BY THE CONTRACTOR TO THE ARCHITECT PRIOR TO ORDERING MATERIALS AND PROCEEDING WITH THE WORK. ANY OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING AND RESOLVED AND DOCUMENTED IN WRITING BEFORE CONTINUING WITH THE WORK IN QUESTION.

14. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES & WITH ALL OTHER TRADES. NOTIFY OWNER & ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

15. ALL WOOD USED IN THIS PROJECT IS TO BE FIRE RETARDANT TREATED. NO EXCEPTIONS.

16. ALL MATERIALS AND/OR EQUIPMENT SHALL BE INSTALLED/USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES.

17. THE GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY CODE AND LOCAL FIRE MARSHAL DURING CONSTRUCTION PHASE.

18. THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

19. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES.

20. ALL SITE WORK AND LANDSCAPING SHALL BE ESTABLISHED AND DESIGNED BY OTHERS(THAN THE ARCHITECT)

21. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION FOR ANY EQUIPMENT.

ACCESSIBILTY

22. PRIMARY ENTRANCES TO THE BUILDING ARE DESIGNED TO BE ACCESSIBLE PER THE 2012 INTERNATIONAL BUILDING CODE & THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

23. ANY NEW HORIZONTAL WALKING SURFACE TO BE CONTINUOUS AND W/O ABRUPT VERTICAL CHANGES EXCEEDING 1/4" MAX. ALL HORIZONTAL WALKING SURFACES ARE TO BE MAINTAINED SLIP RESISTANT.

24. WALKS ARE TO BE MAINTAINED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE AWAY FROM THE WALK. SUCH WALKS ARE TO EXTEND 24" TO THE SIDE OF THE STRIKE SIDE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.

25. DOORS OR GATES ARE TO HAVE A CLEAR OPENING OF NOT LESS THAN 32" AND ARE TO BE OPERABLE BY A SINGLE EFFORT.

26. THE FLOOR OR LANDING AT A NEW SLAB DIRECTLY OUTSIDE A DOOR SHALL BE SLOPED TO THE EXTERIOR AT 1/8" PER FOOT FOR DRAINAGE.

27. NEW THRESHOLDS ARE NOT TO EXCEED 1/2” IN TOTAL HEIGHT. VERTICAL FACES ARE NOT TO EXCEED 1/4”. CHANGE IN LEVEL BETWEEN 1/4” & 1/2” WILL BE BEVELED WITH A SLOPE NOT GREATER THAN 1:2. CHANGE IN LEVEL GREATER THAN 1/2” IS TO BE ACCOMPLISHED BY MEANS OF A RAMP.

28. ALL SIGNAGE TO COMPLY WITH ADAAG SECTION 4.30

29. 'TYPICAL' MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

30. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENINGS.

31. SECURITY VIEWERS (PEEP HOLES) IF PROVIDED IN DOOR TO BE INSTALLED AT A MAX. OF 44" A.F.F.

INSULATION

32. CONCEALED INSTALLATION - INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. (PER 2012 IBC SECTION 2603.5.4)

33. EXPOSED INSTALLATION - INSULATING MATERIALS, WHERE CONCEALED AS INSTALLED IN BUILDINGS OF ANY TYPE OF CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. (PER 2012 IBC SECTION 2603.5.4)

CONSTRUCTION NOTES

34. ALL METAL STUD GAUGE DESIGN SHALL BE AS REQUIRED BY PERFORMANCE AND AS INDICATED IN THE DRAWINGS.

35. PROVIDE CONTINUOUS FRT BLOCKING OR 5/8" FRT PLYWOOD SHEATHING IN ALL STUD WALLS THAT ARE TO RECEIVE TENANT SIGNAGE, FABRIC AWNINGS, CANOPIES OR BRACKETS.

36. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS INCLUDING SCREWS, NAILS AND OTHER FASTENING DEVICES.

37. WHERE MATERIAL FASTENERS ARE NOT INDICATED, PROVIDE AS SPECIFIED BY THE MATERIAL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES.

38. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO MAINTAIN RATING.

39. IDENTIFICATION OF RATED PARTITIONS SHALL BE MAINTAINED.

40. SIGNS, LOCATION, NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN.

41. DRYWALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS. NAILING. TAPING AND STUD SPACING.

42. ALL EXTERIOR WORK SHALL BE INSTALLED IN WEATHER TIGHT MANNER: CAULK AND PROVIDE WEATHER BARRIER MATERIALS AS REQUIRED FOR THE WEATHER TIGHT CONDITIONS. ALL OCCUPIED SPACES SHALL RECEIVE AN INSULATION AND VAPOR BARRIER THAT IS CONTINUOUS AT WALLS, CEILING AND FLOOR SURFACES EXPOSED TO NON-TEMPERED AREAS.

43. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT INCLUDING NECESSARY PRIMER COATS AND BACK PRIMING WHERE NECESSARY.

44. CONTRACTOR TO PROVIDE AND INSTALL ALL NECESSARY FLASHING INCLUDING (BUT NOT LIMITED TO) THROUGH FLASHING, STEP FLASHING COUNTER FLASHING, CAP FLASHING, BASE FLASHING, AND FLEXIBLE FLASHING WHERE NECESSARY TO ENSURE A WATER TIGHT BUILDING. PROTECT MATERIALS WHICH ARE SENSITIVE TO DETERIORATION AND PROVIDE TRANSITIONS AT DISSIMILAR MATERIALS.

45. CONTRACTOR TO SEAL WITH THE APPROPRIATE TYPE OF SEALANT AT ALL LOCATIONS NECESSARY TO PREVENT PENETRATION OF MOISTURE AT TRANSITIONS OF DISSIMILAR MATERIALS.

46. CONTRACTOR TO PROVIDE AND INSTALL ALL LOCKING DEVICES, SECURITY DEVICES, AND GLASS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS AND REQUIREMENTS.

PREPARATION AND SAFETY

47. PERFORM ALL WORK IN A SAFE AND ORDERLY MANNER, AVOIDING HAZARDOUS CONDITIONS.

48. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES AND STANDARDS.

49. THE OWNER SHALL DESIGNATE STAGING AND STORAGE AREAS OF THE SITE FOR USE BY CONTRACTOR DURING CONSTRUCTION. THE CONTRACTOR SHALL KEEP PREMISES CLEAN DURING CONSTRUCTION. TRASH SHALL NOT BEALLOWED TO ACCUMULATE ON SITE DURING CONSTRUCTION. FINAL CLEAN UP AND REPAIR IS PART OF THE WORK OF THE CONTRACT.

SPECIAL CONDITIONS

50. BEFORE ORDERING ANY MATERIAL, OR DOING ANY WORK, EACH CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THE CORRECTION OF THE SAME. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. ANY DIFFERENCE WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK.

51. NO CONSTRUCTION FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

52. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND THE STANDARDS OF THE LOCAL AND STATE GOVERNING AUTHORITIES.

CONSTRUCTION RULES AND REGULATIONS

53. THE CONTRACTOR SHALL OBTAIN A COPY OF THE CITY AND DEVELOPMENTS CONSTRUCTION RULES AND REGULATIONS AND COMPLY WITH SUCH WITH REGARD TO HOURS OF CONSTRUCTION, DELIVERY OF MATERIALS, SECURITY, ETC. ALL SUBCONTRACTORS AND SUPPLIERS ARE REQUIRED TO COMPLY WITH THE SAME REGULATIONS AT ALL TIMES. THE GC WILL BE HELD RESPONSIBLE FOR THE CONDUCT OF ALL SUBCONTRACTORS, SUPPLIERS, AND TENANT AGENTS ON THE JOB SITE THROUGHOUT THE COURSE OF CONSTRUCTION. THE GC SHALL BE RESPONSIBLE FOR ANY DAMAGE OR DISRUPTION TO DEVELOPMENT FACILITIES, ADJACENT TENANTS, ETC.

SUBSTITUTIONS

54. WHERE SPECIFIC ITEMS ARE SPECIFIED, THERE SHALL BE NO SUBSTITUTIONS BY THE CONTRACTOR UNLESS THE SPECIFIED ITEM IS NO LONGER AVAILABLE, DOES NOT MEET LOCAL CODE, OR HAS BEEN CHANGED PER OWNER REQUEST. THE CONTRACTOR SHALL APRISE THEMSELVES OF LEAD TIMES ON ALL ITEMS, AND ORDER ALL ITEMS IN A TIMELY MANNER. FAILURE OF THE CONTRACTOR TO ORDER ITEMS IN TIME DOES NOT QUALIFY AS AN ACCEPTABLE REASON FOR SUBSTITUTION OF AN ITEM.

55. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. BIDS SHALL INCLUDE PROVISIONS FOR A COMPLETE JOB BASED ON THE DESIGN INTENT SHOWN ON THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO THE ARCHITECT/ ENGINEER.

56. WHEN COMPARING THE DRAWINGS AND SPECIFICATIONS; THE DRAWINGS GOVERN SPECIFICATIONS FOR QUANTITY AND LOCATION, AND SPECIFICATIONS GOVERN DRAWINGS FOR QUALITY AND PERFORMANCE. IN THE EVENT OF AMBIGUITY IN QUANTITY OR QUALITY, THE GREATER QUANITITY AND SUPERIOR QUALITY SHALL GOVERN.

57. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL COORDINATION AS REQUIRED INCLUDING COORDINATION WITH ANY WORK PROVIDED BY OWNER AND BY OTHERS:

ARCHITECTURAL

58. GC TO PAINT WHERE INDICATED - SEE ARCHITECTURAL ELEVATION FOR LOCATIONS. EXTERIOR PAINT GUIDE SPECIFICATIONS ARE AS FOLLOWS:

(ALTERNATE SPECS PERMITTED FOLLOWING SUBMITTAL / ARCHITECT APPROVAL)A.) STUCCO / EIFS - SHERWIN WILLIAMS "SUPERPAINT" EXTERIOR LATEXB.) METAL ROOF AND COPING - SHERWIN WILLIAMS "SHER-CRYL" C.) MODULAR BRICK - SHERWIN WILLIAMS "SUPERPAINT" EXTERIOR LATEXD.) EXPOSED STEEL - RUST-INHIBITING PRIMER W/ EPOXY FINISHE.) EXPOSED CMU - NON-YELLOWING, CLEAR SEALANT

59. NEW EIFS SHALL BE DRAINABLE TYPE SYSTEM - STO STOTHERM CI OR EQUAL.

60. GC TO PROTECT NEW AND REMAINING HARDSCAPE/CONCRETE SIDEWALK DURING PAINTING. TRIP HAZARDS IN EXISTING SIDEWALK TO BE REPAIRED AND ALL CRACKS IN EXISTING SIDEWALK TO BE FILLED IN.

61. PER ELECTRICAL DRAWINGS - INSTALL ALL EXTERIOR FIXTURES AND POWER NEEDS IN LOCATIONS WHERE INDICATED ON PLANS AND ELEVATIONS.

62. PROVIDE SPLASH BLOCKS AT DOWN SPOUTS NOT CONNECTED TO STORM SYSTEM

63. ALL EXPOSED MATERIALS FOR CANOPIES, PATIOS, SOFFITS, OVERHANGS ETC. TO BE APPROVED EXTERIOR GRADE

64. FILL ALL CONTROL & EXPANSION JOINTS WITH TRAFFIC SEALANT

STRUCTURAL

65. COORDINATE LOCATION, CONSTRUCTION AND DETAIL OF LOAD BEARING WALLS BEFORE WORK.

MEP

66. WATER SERVICE SHALL NOT BE PLACED IN CONCEALED SPACES OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE (BREEZEWAY OR PATIO FLOOR SPACES OR ATTICS).

67. ALL PLUMBING CHASES ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, U.N.O.

68. COORDINATE LOCATION AND/OR ELEVATION OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS CONVECTORS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS

69. SIZE AND LOCATION OF ALL FLOOR OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE WORK. PATCH AND SEAL ALL PENETRATIONS IN FLOOR TO COMPLY WITH APPLICABLE BUILDING AND/ OR FIRE CODES.

70. PROVIDE ACCESS PANELS AS MANDATED BY LOCAL GOVERNING AUTHORITIES.

71. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS: ITEMS MUST BE POSITIONED SO THAT CONTROLS ARE LOCATED NOT HIGHER THAN 48" A.F.F. ELECTRICAL OUTLETS MOUNTED SO THAT THE MINIMUM HEIGHT IS 15" A.F.F. CONTROLS AND / OR OUTLETS MOUNTED NOT HIGHER THAN 44" (HORIZONTALLY) ABOVE THE COUNTERTOPS.

72. PROVIDE AUDIBLE FIRE ALARMS & STROBE LIGHTS AS REQUIRED AS REQUIRED PER SEC. 38.3.4. OF THE 2012 NFPA 101 LIFE SAFETY CODE.

BASIS OF DESIGN

S1 = ONE COURSE OF SOLDIERS3 = THREE COURSE OF SOLDIERH = HERRINGBONE BONDF = FLEMISH BONDR = ROWLOCKT = STRETCHER

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ABBREVIATIONS

SYMBOLS / GRAPHIC REPRESENTATION

TAG MANUFACTURER COLOR SIZE STYLE

BRICK

BR-01 ACME BRICK MOUNTAIN BROOK MODULAR TUMBLED

BR-02 CHEROKEE SANDHILL MODULAR ROUGHCUT

BR-03 CHEROKEE KNIGHTS BLEND MODULAR ROUGHCUT

BR-04 CHEROKEE AUTUMN SMOKE MODULAR TUMBLED

BR-05 CHEROKEE FRENCH COUNTRY GRAY (T) MODULAR TUMBLED

BR-06 CHEROKEE SAVANNAH GRAY MODULAR TUMBLED

BR-07 CHEROKEE BEAUMONT MODULAR SMOOTH

BR-08 CHEROKEE PROVIDENCE MODULAR SMOOTH

BR-09 CHEROKEE PAINTED BRICK - SW PEWTER TANKARD MODULAR SMOOTH

BR-10 CHEORKEE MOSSTOWN MODULAR TUMBLED

BR-11 CHEROKEE OLD TALLAHASSEE MODULAR TUMBLED

BR-12 CHEROKEE PAINTED BRICK - SW SKYLINE STEEL MODULAR SMOOTH

BR-13 CHEROKEE PAINTED BRICK - SW CRUSHED ICE MODULAR SMOOTH

BR-14 CHEROKEE VELOUR LIGHT GRAY FLASHED MODULAR FLASHED

CAST STONE

CS-01 ROCKCAST BUFFSTONE 4" FLEX ARCH

CS-02 ROCKCAST BUFFSTONE 4" OPENING ARCH

CS-03 ROCKCAST BUFFSTONE 4" WATERTABLE

CS-04 ROCKCAST BUFFSTONE 1 COURSE BRICK COURSE

CS-05 ROCKCAST BUFFSTONE 8" PRECAST CAP

CS-06 ROCKCAST BUFFSTONE 24" CO200

CS-07 ROCKCAST BUFFSTONE 8" COPING

CS-08 ROCKCAST BUFFSTONE 16"X16" PILASTER

CS-09 ROCKCAST BUFFSTONE 8"X16" PANELS

CS-10 ROCKCAST BUFFSTONE 8" JAMBS

CS-11 ROCKCAST BUFFSTONE 4 COURSE JACK ARCH

CS-12 ROCKCAST BUFFSTONE 4" SILL BAND

CS-13 ROCKCAST BUFFSTONE 4" BULLNOSE BAND

CS-14 ROCKCAST BUFFSTONE 4" BAND

CS-15 ROCKCAST BUFFSTONE 16" BAND

CS-16 ROCKCAST BUFFSTONE 4" WALL CAP

CS-17 ROCKCAST BUFFSTONE 8" HEADER

CEMENTITIOUS

CMT-02 TBD SW 7069 - IRON ORE 12" FLAT TRIM

CMT-03 TBD SW 7069 - IRON ORE MODULAR PANEL SYSTEM

CMT-04 TBD SW 6258 - TRICORN BLACK 1'-4" STEPPED TRIM

CMT-05 TBD SW 6258 - TRICORN BLACK 10" FLAT TRIM



CMT-08 TBD SW 7674 - PEPPERCORN 6" PANEL SYSTEM

CMT-09 TBD SW 7035 - AESTHETIC WHITE 3' + 5" + 5" BALCONY EDGE

CMT-10 TBD SW 7069 - IRON ORE 1'-4" STEPPED TRIM

CMT-11 TBD SW 7674 - PEPPERCORN 12" FLAT TRIM




CMT-15 TBD SW 9166 - DRIFT OF MIST 12" PANEL SYSTEM

CMT-16 FYPON SW 9165 - GOSSAMER VEIL 8" PILASTER

CMT-17 FYPON SW 7035 - AESTHETIC WHITE 4" COLUMN SURROUND

CMT-18 TBD SW 7035 - AESTHETIC WHITE 1'-4" STEPPED TRIM

CMT-19 TBD SW 9165 - GOSSAMER VEIL 12" FLAT TRIM

CMT-20 TBD SW 9165 - GOSSAMER VEIL 8" FLAT TRIM

CMT-21 FYPON SW 7730 - FORRESTWOOD 12" PILASTER

CMT-22 TBD SW 7730 - FORRESTWOOD 12" FLAT TRIM



CMT-25 TBD SW 7023 - REQUISITE GRAY MODULAR PANEL SYSTEM

CMT-26 TBD SW 7023 - REQUISITE GRAY 12" FLAT TRIM



CMT-29 TBD SW 6258 - TRICORN BLACK 8" + 12" FASCIA

CMT-30 TBD SW 7069 - IRON ORE 8" + 12" FASCIA

CMT-31 TBD SW 7674 - PEPPERCORN 1'-4" STEPPED TRIM


CMT-33 TBD SW 7674 - PEPPERCORN 8" + 12" FASCIA

CMT-34 TBD SW 9166 - DRIFT OF MIST 8" FLAT TRIM

CMT-35 TBD SW 6991 - BLACK MAGIC 8" FLAT TRIM

CMT-36 TBD SW 6991 - BLACK MAGIC 4" PANEL SYSTEM

CMT-37 TBD SW 9168 - ELEPHANT EAR 8"+12" FASCIA

CMT-38 TBD SW 7023 - REQUISTIE GRAY 4" PILASTER

CMT-39 TBD SW 7615 - SEA SERPENT 4" PANEL SYSTEM

CMT-40 TBD SW 7615 - SEA SERPENT MODULAR PILASTER

CMT-41 TBD SW 7615 - SEA SERPENT 12" FLAT TRIM



CMT-44 TBD SW 7020 - BLACK FOX 12" FLAT TRIM


CORNICE


CMT-47 TBD SW 7020 - BLACK FOX A812 PANEL SYSTEM

CO-03 EDON SW 7020 - BLACK FOX CN08 CN08/42/E2S/42

CO-04 EDON SW 7615 - SEA SERPENT CN14 CN14/49/E6/49

CO-05 EDON SW 9165 - GOSSAMER VEIL A810 A810/62/E1/62

CO-06 EDON SW 7730 - FORRESTWOOD RE16 WALL DIRECTOR 2.0

CO-07 EDON BLUE A850 A850 OLD TOWN

CO-08 EDON SW 7730 - FORRESTWOOD FCO-24 CONTEMPO FLUSH, COACH HOUSE BARS

CO-09 EDON SW 9165 - GOSSAMER VEIL YK-19 YORKTOWN, GAS (SINGLE BURNER)

CO-10 EDON WHITE PH-22 PEBBLE HILL, SOLID COPPER TOP PANELS

CO-11 EDON SW 7020 - BLACK FOX 4" HALF ROUND

CO-12 EDON SW 9166 - DRIFT OF MIST 7 1/4" HALF ROUND

CO-13 EDON SW 6991 - BLACK MAGIC 8"

FIXTURE

FX-01 ECLIPSE LIGHTING BZ = BRONZE FINISH XL1 TRITON XL1

FX-02 BASELITE SHADES 53 YL16 YL16/53/E22/53

FX-03 BASELITE SHADES 53 MC18 MC18/53/BAX/UGR/E8/SQ3/4/53

FX-04 BASELITE SHADES 53 HR8 HR8/53/UGR/3W27/53

FX-05 BASELITE SHADES 53 HR18 HR18/53/WM60/53/BA7/UGR

FX-06 BASELITE SHADES 42 RE12 RE12/42/B15S/42

FX-07 BASELITE SHADES 41 RE16 RE16/41/WM60/41

FX-08 BASELITE VAPOR JARS 42,16 HE1 HE1/FR/CG/42/CF26/E16

FX-09 BASELITE VAPOR JARS 52,18 DHE1 DHE1/FR/CG/52/100INC/E18

FX-10 BASELITE VAPOR JARS 53 BSM6 BSM6/CL/53/100INC

FX-11 BASELITE VAPOR JARS 44 BLH3 BLH3/CL9/44/100INC

FX-12 BASELITE SIGN LIGHTS 41,43 A812 A812/41/E11/41/GR12/43

FX-13 BASELITE SIGN LIGHTS 42 CN08 CN08/42/E2S/42

FX-14 BASELITE SIGN LIGHTS 49 CN14 CN14/49/E6/49

FX-15 BASELITE SIGN LIGHTS 62 A810 A810/62/E1/62

FX-16 KIM LIGHTING TBD RE16 WALL DIRECTOR 2.0

FX-17 STERNBERN LIGHTING BLACK SMOOTH A850 A850 OLD TOWN

FXG-01 THE COPPER SMITH TBD FCO-24 CONTEMPO FLUSH, COACH HOUSE BARS

FXG-02 THE COPPER SMITH TBD YK-19 YORKTOWN, GAS (SINGLE BURNER)

FXG-03 THE COPPER SMITH TBD PH-22 PEBBLE HILL, SOLID COPPER TOP PANELS

MISCELLANEOUS

AW-01 TBD BLACK BLACK AWNING - FLUSH ENDS

AW-02 TBD BLACK BLACK AWNING - OVERHANG

AW-03 TBD GREEN GREEN AWNING

AW-04 TBD BLACK + WHITE BLACK & WHITE AWNING

CAN-01 TBD BRONZE METAL

CAN-02 TBD BRONZE METAL, LOUVERED

CP-01 TBD TBD 4" METAL

DS-01 TBD BRONZE 4" ROUND

DS-02 TBD BRONZE 5X4 FLAT TRIM

GT-01 TBD TBD 4" HALF ROUND

LNT-01 TBD TBD 7 1/4"

LNT-02 TBD TBD 8"

LNT-03 TBD TBD 12"

LNT-04 TBD TBD 12X4

MTL-01 TBD TBD 1'-6" VERTICAL METAL SIDING

MTL-02 TBD TBD PLANT CABLE WIRE

MTL-03 TBD TBD 4" BARNDOOR HARDWARE

MTL-04 TBD BROWN 16"X16" WALL LOUVER

MORTAR

MT-01 CEMEX STANDARD DARK 1010

MT-02 CEMEX COCOA 1402

MT-03 ARGOS SAVANNAH IVORY

MT-04 ARGOS CANYON BROWN

MT-05 CEMEX MIDNIGHT 1020

MT-06 COOSA PREMIUM DARK

MT-07 CEMEX EXTRA DARK

MT-08 COOSA BEIGE

MT-09 HOLCIM 200N

MT-10 HOLCIM ATLANTA ANTIQUE

MT-11 CEMEX CREAM 1110


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TRASH ENCLOSURE; REFER TO BUILDLING K

GREASE TRAP

ELEC. METERS

BLDG GFFE: 1164'

GAS METERS

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1" = 60'-0"1

ARCHITECTURAL SITE PLAN

N

EW

S

NOTE: REFER TO CIVIL PACKAGE FOR MASTER SITE PLAN


UPUP

DN DN

AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:

PER TABLE 7.3.1.2, 2012 NFPA 101 LSC

TOTAL # OF OCCUPANTS:

60 OCC

MERCANTILE

M1783 SQ FT

30 SQ FT / OCCMERCANTILE

1,723 SF

G105

TENANT G1051,512 SF

G104

TENANT G1041,969 SF

G103

TENANT G1031,783 SF

G101

TENANT G101

GST01

STAIR 01

AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



57 OCC

MERCANTILE

M1695 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



66 OCC

MERCANTILE

M1969 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



51 OCC

MERCANTILE

M1512 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



58 OCC

MERCANTILE

M1723 SQ FT


EGRESS

EGRESS

EGRESSEGRESS

EGRESS

82' - 8

" DIA

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NA

L D

IST

AN

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40' -

3"

TR

AV

EL D

IST

AN

CE

46' -

2"

TR

AV

EL D

IST

AN

CE

82' - 1

1" E

XIT

SE

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RA

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N

38' -

2"

TR

AV

EL D

IST

AN

CE

42' -

8"

TR

AV

EL D

IST

AN

CE

50' -

2"

TR

AV

EL D

IST

AN

CE

50' -

2"

TR

AV

EL D

IST

AN

CE

38' -

2"

TR

AV

EL D

IST

AN

CE

42' -

8"

TR

AV

EL D

IST

AN

CE

46' -

2"

TR

AV

EL D

IST

AN

CE

40' -

2"

TR

AV

EL D

IST

AN

CE

EGRESS

EGRESS

EGRESS

EGRESS EGRESS

FECFEC

GST02

STAIR 02

1,695 SF

G102

TENANT G102

78' -

4"

DIA

GO

NA

L D

IST

AN

CE

76

' -

5"

EX

IT S

EP

AR

AT

ION

80

' - 7" E

XIT

SE

PA

RA

TIO

N

85' - 1

1" D

IAG

ON

AL D

IST

AN

CE

78' -

11"

DIA

GO

NA

L D

IST

AN

CE

76

' - 5" E

XIT

SE

PA

RA

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N

84' -

3"

DIA

GO

NA

L D

IST

AN

CE

80' -

7"

EX

IT S

EP

AR

AT

ION

FEC 75' RADIUS

TOTAL OCCUPANT LOAD = 60REQ'D TOTAL DOOR WIDTH = .2(60) = 12"DOOR A = 72"DOOR B = 36"REQ'D STAIR WIDTH = N/A

TOTAL OCCUPANT LOAD = 57REQ'D TOTAL DOOR WIDTH = .2(57) = 11.4"DOOR A = 72"DOOR B = 36"REQ'D STAIR WIDTH = N/A




DOOR A = 72"DOOR A = 72"

DOOR A = 72"

DOOR A = 72"DOOR A = 72"

DOOR B = 36"DOOR B = 36"

DOOR B = 36"

DOOR B = 36"

DOOR B = 36"

1,532 SF

G202

TENANT G202

AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



13 OCC

BUSINESS

B1271 SQ FT

100 SQ FT / OCCBUSINESS

FEC

FEC

EGRESS EGRESS

EXIT SEPARATION

114' - 8"

57' - 8" TRAVEL DISTANCE 57' - 8" TRAVEL DISTANCE

1,903 SF

G201

TENANT G2011,007 SF

G203

TENANT G203

1,271 SF

G204

TENANT G204

1,047 SF

G206

TENANT G206830 SF

G205

TENANT G205

AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



11 OCC

BUSINESS

B1007 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



16 OCC

BUSINESS

B1532 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



20 OCC

BUSINESS

B1903 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



11 OCC

BUSINESS

B1047 SQ FT


AREA:

OCCUPANT LOAD

OCCUPANCY TYPE:

AREA:



9 OCC

BUSINESS

B830 SQ FT


FEC 75' RADIUS

DOOR = 36"STAIR = 48"

DOOR = 36"STAIR = 48"

OVERALL LEVEL CALCULATIONSTOTAL OCCUPANT LOAD = 80REQ'D TOTAL DOOR WIDTH = .2(80) = 16"DOOR A = 36"DOOR B = 36"REQ'D STAIR WIDTH = .3(80) = 24"STAIR A = 48"STAIR B = 48"

LIFE SAFETY LEGEND

3 HOUR RATED FIRE WALL & 180 MIN RATED DOOR

2 HOUR RATED FIRE WALL & 90 MIN RATED DOOR

1 HOUR RATED FIRE WALL & 45 MIN RATED DOOR(POTENTIAL TENANT - NOT IN CONTRACT)

20 MIN RATED DOOR

EXIT

EXIT ACCESS

EGRESS EXIT SIGN - WITH DIRECTIONAL ARROW AS NEEDEDMAXIMUM VIEWING DISTANCE = 100 FEET

FIRE EXTINGUISHER 75' MAX. TRAVEL DISTANCEFEC

ACCESSIBLE ROUTE - SHOWN 36" WIDE

1 HOUR RATED FIRE WALL & 45 MIN RATED DOOR(60 MIN DOOR @ ALL VERTICAL SHAFTS.)

7"

7"

1/8" STAINLESS STEEL LOCK COVER

1/2" SOLD PLATE STEEL DOOR W/GASKET

DOOR HINGE

FLANGE

5/16" GRADE 8 BOLT OR EQ.

LARGE WASHER

TO BUILDING ALARM SYSTEM

TAMPER SWITCH

EXTERIOR WALL

NOTE:• LOCATION TO BE VERIFIED BY FIRE MARSHAL.• THIS DETAIL WILL BE REQUIRED FOR ALL BUILDINGS.• SUGGESTED MINIMUM MOUNTING HEIGHT = 6'-0" ABOVE GROUND• KNOXBOX SERIES 3200 HINGED DOOR / RECESSED MOUNTED SHOWN

ELEVATION SECTION

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02/21/2020 REVISION 1 X

BUILDING CODE DATA

BUILDING IDENTIFICATION :

BUILDING OCCUPANCY CLASSIFICATION :

AREA ALLOWED PER FLOOR (PER 503):

TYPE OF CONSTRUCTION :

BUILDING HEIGHT ALLOWANCE (PER 503 & 504.2):

BUILDING HEIGHT PROVIDED :

NUMBER OF STORIES ALLOWED (PER 503 & 504.2):

NUMBER OF STORIES PROVIDED :

FIRE RATING :

SHAFT ENCLOSURES LESS THAN 3 STORIES (PER 713.4): N/A

MIXED OCCUPANCY SEPARATION (PER 508.4):

INTERIOR BEARING WALLS (PER 601):

EXT. BEARING WALLS (PER 601):

EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):

CORRIDOR WALLS (PER 1018.1):

ELEVATOR SHAFT WALLS (PER 713.4):

REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13): N/A

REFUSE ACCESS AND ROOMS (PER 713.13):

FLOOR / CEILING CONSTRUCTION (PER 601):

ROOF CEILING CONSTRUCTION (PER 601):

PRIMARY STRUCTURAL FRAME (PER 601):

INTERIOR NON-BEARING WALLS (PER 601):

WALLS AND PARTITIONS OPENING PROTECTION

FIRE WALLS (PER 706.4): N/A

STAIRS :

STAIR WIDTH (PER 1009.1):

ELEVATOR LOBBIES

REQUIRED (PER 713.14.1 EXCEPTION 4):

FLOOR LOCATIONS:

FIRE PROTECTION SYSTEM

SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):

STANDPIPES REQUIRED (PER 905):

FIRE EXTINGUISHERS (PER 906):

EXITS REQUIRED

BUILDING EXITS (PER 1021.1):

HORIZONTAL EXITS (PER 1025):

TRAVEL DISTANCE (PER 1016.2):

DEAD END CORRIDOR (PER 1018.4):

UNITS OF EGRESS (PER 1005.1): CORRIDOR WIDTH = .20 PER OCCUPANT

ROOF ACCESS

ROOF ACCESS PROVIDED:

ATTIC VENTILATION

ATTIC VENTILATION REQUIRED (PER 1203.2):

ATTIC VENTILATION TYPE:

STAIR WIDTH = .30 PER OCCUPANT

AREA PROVIDED

EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):

BUILDING G

M / B

IIB

55' - 0"

34' - 0"

1 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

1 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

0 HOUR

MIN. REQUIRED 44" MIN. PROVIDED 44"

NO

REFER TO PLANS

YES

YES

YES, 75' MAX TRAVEL DISTANCE

PER FLOOR: 2 EXITS MIN. WITHIN ALLOWED TRAVEL DISTANCE

N/A

REFER TO PLANS PROVIDED

YES (ROOF HATCH)

N/A

N/A

45 MIN.

DOOR WIDTH = 32" MIN. (1008.1)

0 HOUR

0 HOUR

250'-0"

2

2

12,500 SQ FT / 23,000 SQ FT

8,547 SQ FT / 8,182 SQ FT

20'-0" ALLOWED

3/32" = 1'-0"1

MAIN LEVEL - LIFE SAFETY PLAN

MAIN LEVEL SF: 9,889 SFUPPER LEVEL SF: 9,874 SFTOTAL BUILDING SF: 19,763 SF

3/32" = 1'-0"2

UPPER LEVEL - LIFE SAFETY PLAN

N

E

W

S

3" = 1'-0"3

KNOX BOX DETAIL


02/21/2020 Revision 1 1

1

60" MIN.

60

" M

IN.

DETAIL REFERENCE:- ANSI A117.1 - FIGURE 304.3 (a)- 2010 ADA - SECTION 304.3.1

60

" M

IN.

36" MIN.12" MIN. 12" MIN.

DETAIL REFERENCE:- ANSI A117.1 - FIGURE 304.3 (b)- 2010 ADA - FIGURE 304.3.2

4' - 0"

27"

MIN

28

" -

34"

MA

X

Z

Y

X

NOTE:X SHALL BE < 25" (IN.)Z SHALL BE > X.WHEN X IS LESS THAN 20" (IN), Y SHALL BE 48" (IN) MAX.WHEN X IS 20"-25" (IN), Y SHALL BE 44" (IN) MAX.

4' - 0"

2' -

6"

Z

X

DETAIL REFERENCE:- ANSI A117.1 - FIGURE 308.2.2- 2010 ADA - FIGURE 308.2.2

9"

27"

MA

X

80"

MA

X

CANE DETECTION AREA

DETAIL REFERENCE:• ANSI A117.1 - FIGURE 307.4• 2010 ADA - FIGURE 307.4

4' -

0"

3' - 0"

4' -

0"

2' - 6"2' - 6"

4' -

0"

CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH

DETAIL REFERENCE- ANSI A117.1 - FIGURE 305.3

- 2010 ADA - FIGURE 305.3

DETAIL REFERENCE- ANSI A117.1 - FIGURE 305.5 (a)

- 2010 ADA - FIGURE 305.5 (a)

DETAIL REFERENCE- ANSI A117.1 - FIGURE 305.5 (b)

- 2010 ADA - FIGURE 305.5 (b)

4"

2' -

3"

32" MIN.

32" MIN

36" PREFERREDFLOOR LINE

4" MAX. PROJECTION FOROBJECTS HIGHER THAN 27" (TYP.) THAN 27" (TYP.)

PROTRUDING OBJECTSLESS THAN 27" ARE DETECTABLE (TYP.)

IF THE ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 36", THE WALL HUNG OBJECT CANNOT BE WIDER THAN 24" MAX. (TYP.)

48" MIN. CLEAR

1' -

3"

48

" M

AX

. T

OP

OF

SW

ITC

HE

S

FLOOR LINE

RECEPTACLE (TYP.)

DIRECTION OF TRAVEL

SWITCHES/THERMOSTAT (TYP)

(30" C.F.S PERP. TO WALL)

80

" M

AX

A.F

.F.

DETAIL REFERENCE :• ANSI 2003 - SECTION 307

60

" M

IN.

PULL SIDE PUSH SIDE

48

" M

IN.

NOTE: X=12" IF DOOR HAS BOTH A CLOSER AND LATCH.

X

24" PREFERRED

18" MIN

DETAIL REFERENCE:• ANSI A117.1 - FIGURE 404.2.3.1• 2010 ADA - FIGURE 404.2.4.1

Y

NOTE: 1. X = 36" MIN. IF Y = 60" MIN.2. X = 42" MIN. IF Y = 54" MIN.

42

" M

IN.

Y

PULL SIDE PUSH SIDE NOTE: 1. X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH.2. Y = 48" IF DOOR HAS A BOTH A CLOSER AND LATCH

X

22" MIN.

X


48

" M

IN.

Y

PULL SIDE NOTE: Y = 54" IF DOOR HAS A CLOSER.

NOTE:Y = 48" IF DOOR HAS A CLOSER.

PUSH SIDE

42"

MIN

24" MIN

24" MIN.

Y


60

" M

IN.

(A)PULL SIDE

18" MIN

X

X > 8"

48

" M

IN.

(B)PUSH SIDE

X

X > 8"

48

" M

IN.

(C)PUSH SIDE, DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

X

12" MIN

X > 8"


NOTE: DIMENSION "X" IN DETAILS SHALL BE MEASURED PERPENDICULAR TO THE FACE OF DOOR

48" MIN.

30

" M

IN.

17" - 19"

17" - 19"

8" 6" MAX

9"

MIN

27

" M

IN.

36"

MA

X

EQUIPMENT PERMITTED IN SHADED AREA

SPOUT HEIGHT AND KNEE CLEARANCE

24" MAX

ACCESSIBILITY NOTES:PROJECT SHALL COMPLY WITH THE GEORGIA ACESSIBILITY CODE ACCESS TO AND USE OF PUBLIC FACILITIES BY

HANDICAPPED PERSONS 120-3-20, JANUARY 1, 2015.

• PER THE GA ACCESSIBILITY CODE, PUBLIC AREAS SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

THE FOLLOWING CHAPTER REQUIREMENTS ARE TO BE COMPLIED WITH FOR ALL NEW PROJECTS: CHAPTER (2) –GENERAL, (3) MISCELLANEOUS, (4) ACCESSIBLE ELEMENTS AND SPACES AND (7) BUSINESS AND MERCANTILE.

I. SITE:1. ACCESSIBLE SITE & EXTERIOR FACILITIES

A. ACCESSIBLE ROUTES TO BE PROVIDED THROUGHOUT THE SITE TO ALL BUILDINGSB. ACCESSIBLE PARKING SPACES, LOADING ZONES AND CURB RAMPS TO BE PROVIDED, REFER TO

CIVIL LANDSCAPE PLANS FOR ALL ACCESSIBLE ROUTS TO ALL BUILDINGS AND AMENITIES.II. COMMON USE FACILITIES

1. ACCESSIBLE STRUCTURES:A. BUILDINGS, MAIL KIOSKS, EXERCISE/LAUNDRY FACILITIES, COMPACTORS, ETC., PUBLIC AND

COMMON USE SPACES MUST BE READILY ACCESSIBLE TO AND USABLE BY PEOPLE WITH DISABILITIES.PER FEDERAL, STATE, AND LOCAL MUNICIPAL REGULATIONS AND ANSI A117.1-2003 STANDARDS.

2.EXTERIOR DOORS:A. PROVIDE ½” MAX. LOW PROFILE THRESHOLD. THRESHOLDS ABOVE ¼” MUST BE BEVELED AT A

SLOPE NO GREATER THAN 1:2. B LEVER TYPE HARDWARE WITH DEAD-BOLT LOCKS TO BE PROVIDED. MAX. HEIGHT OF 48” A.F.FC. DOOR CLOSURE: MUST ALLOW FOR “LOW FORCE” TO BE APPLIED IN ORDER TO OPEN.D. SECURITY VIEWERS (PEEP HOLES) IF PROVIDED IN DOOR, TO BE INSTALLED AT A MAX. OF 44” A.F.F.E. PROVIDE A MINIMUM OF 32” CLEAR WIDTH OPENING (3’-0” DOOR)

3.INTERIOR DOORS:A. ALL DOORS TO PROVIDE A MINIMUM OF 32” CLEAR WIDTH WHEN OPENED. (3’-0” DOOR) AND

PROVIDE 1’-6” CLEAR SPACE ON THE “PULL SIDE“ AT THE HANDLE.B. LEVER TYPE HARDWARE TO BE PROVIDED. MAX. HEIGHT OF 48” AF.F. & MIN. HEIGHT OF 32” A.F.F

4.KITCHENS/BREAK ROOMSA. PROVIDE ACCESSIBLE KNEE SPACE UNDER SINK AS REQUIRED.B. PROVIDE A 2’-6” MIN. (30”) WIDE WORK SPACE COUNTERTOP.C. MAXIMUM HEIGHT OF 34” AT TOP OF SINK AND TOP OF WORK SPACE SURFACE.D. SINK & PLUMBING TRIM TO BE H.C. ACCESSIBLE.E. REFRIGERATOR NEEDS TO BE “SIDE BY SIDE” ACCESSIBLE, OR HAVE A BOTTOM MOUNTED

FREEZER.F. ALL APPLIANCE CONTROLS NEED TO BE FRONT MOUNTED AND LESS THAN 4’-0” (48) A.F.F TYP.G. PROVIDE A 2’-6” (30”) X 4’-0” (48”) CLEAR FLOOR SPACE (C.F.S) APPROACH TO ALL APPLIANCES. C.F.S.

MAY OVERLAP EACH OTHER. H. CLEAR FLOOR SPACE OF 30” X 48” IS REQUIRED WITHIN KITCHENS TO ALLOW FOR PARALLEL OR

PERPENDICULAR APPROACH TO THE APPLIANCES AND FIXTURES, TYP. SEE UNIT PLANS FOR ADDITIONAL INFORMATION.

5.RESTROOMS:A. PROVIDE ACCESSIBLE KNEE SPACE UNDER SINK AS REQUIRED.B. ACCESSIBLE LAVATORY HEIGHT TO BE 34” MAXIMUM A.F.F.C. INSTALL GRAB BARS AT H.C. ACCESSIBLE TOILET STALLS AS REQUIRED.D. TOILET ACCESSORIES TO MEET ALL H.C ACCESSIBLE REACH RANGES, AND BE APPROVED H.C.

FIXTURES.E. ALL PLUMBING FIXTURES & TRIM UTILIZED IN H.C. ACCESSIBLE STALLS AND LAVATORIES SHOULD

BE H.C. APPROVED FIXTURE TYPES.F. PROVIDE A 60” DIAMETER CLEAR FLOOR SPACE TURNING RADIUS WITHIN ROOM EXCLUSIVE OF

DOOR SWING.G. ROLL-IN SHOWER TYPES TO PROVIDE CLEAR FLOOR SPACE AND GRAB BARS. SEE DETAILS

BELOW.H. WALL DIMENSIONS AND FIXTURE LOCATIONS MUST BE HELD SO THAT THE MINIMUM CLEARANCES

ARE PROVIDED AS SHOWN.I. PROVIDE 2X MEMBER SIZE REQUIRED WOOD BLOCKING IN LINE OF STUD PLANE FOR WALLS NOTED

AS REQUIRING REINFORCING FOR ALL GRAB BARS. SEE DETAILSJ. LAVATORIES ARE TO BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 1’-6”

HORIZONTALLY FROM FINISHED SURFACE OF AN ADJOINING WALL OR FIXTURE. K. ACCESSIBLE URINALS IN COMMON USE BUILDINGS, LIP TO BE SET AT 17” MAX. A.F.F

6.FLOOR FINISHES:A. PROVIDE ”NON-SLIP” ABRASIVE SURFACE THROUGHOUT BUILDINGS ALONG ALL ACCESSIBLE

ROUTES.B. FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS NEED TO BE FLUSH, OR MEET THE ½” MAX.

THRESHOLD REQUIREMENTS.7.ELECTRICAL/ENVIRONMENTAL CONTROLS:

A. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROL ITEMS MUST BE POSITIONED SO THAT CONTROLS AND OUTLETS REMAIN REACHABLE EITHER WITH A PARALLEL OR PERPENDICULAR APPROACH WITH OR WITHOUT THE INTERFERENCE OF AN OBSTRUCTION. IN AN UNOBSTRUCTED CONDITION SWITCHES AND OUTLETS MUST BE MOUNTED IN A RANGE FROM 15” TO 48” ABOVE THE FLOOR. IN OBSTRUCTED CONDITIONS,, OUTLETS AND SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48” WHEN OBSTRUCTIONS PROTRUDE 20” OR LESS FROM THE DEVICE OR OUTLET BEING REACHED. IN AN OBSTRUCTED CONDITION WHERE A PARALLEL APPROACH IS NECESSARY FOR USE, OUTLETS AND SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 46”. IN AN OBSTRUCTED CONDITION WHERE THE OBSTRUCTION PROTRUDES MORE THAN 20” FROM THE SWITCH OR DEVICE, AND WHEN A PERPENDICULAR APPROACH IS NECESSARY FOR USE, OUTLETS AND SWITCHES ARE TO BE MOUNTED AT A MAXIMUM HEIGHT OF 44”.

8.MISCELLANEOUS/OTHER: A. CORRIDORS TO HAVE A MINIMUM CLEAR WIDTH OF 4’-0” (48”) AND A MIN. HEAD HEIGHTS OF 6’-8”

(80”).B. ELECTRIC WATER COOLERS & DRINKING FOUNTAINS TO BE MOUNTED AT 36” TO TOP OF SPOUT. C. UNOBSTRUCTED PUBLIC PAY-PHONES TO BE MOUNTED AT 48”” TO TOP OF PHONE, AND WITH H.C.

REACH RANGES.

GENERAL NOTES REPRINTED FROM THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR THE PUBLIC AREAS OF THE PROJECT

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REVISION



/20/2

01

9 4

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PM

C:\U

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s\D

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1825501

GEORGIAACCESSIBILITY

GUIDELINES

CU

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1/2" = 1'-0"1

CLEAR FLOOR SPACE REQUIREMENTS A1

1/2" = 1'-0"2

CLEAR FLOOR SPACE REQUIREMENT B2

1/2" = 1'-0"3

CLEAR FLOOR SPACE REQUIREMENTS C2

1/4" = 1'-0"4

STAIR PROTECTION

1/2" = 1'-0"5

CLEAR FLOOR SPACE REQUIREMENT D2

1/2" = 1'-0"6

TYP.MOUNTING HEIGHTS

1/2" = 1'-0"8

ACCESSIBLE SWINGING DOORS - FRONT APPROACH

1/2" = 1'-0"9

ACCESSIBLE SWINGING DOORS - HINGE APPROACH

1/2" = 1'-0"10

ACCESSIBLE SWINGING DOORS - LATCH APPROACH

1/2" = 1'-0"11

MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

1/2" = 1'-0"7

DRINKING FOUNTAINS & WATER COOLERS


1 - 1/2" MAX 24" MAX

34"

MA

X

27"

MIN

CLEAR

30" MIN

CLEAR

30" MIN

34"

MA

X

OPEN

PROVIDE FULL HEIGHT, OUTWARD SWINGING BASE CABINET DOORS AND TOE KICK OR REMOVABLE FACE AND TOE KICK AT BASE CABINET TO PERMIT ACCESSIBLE FRONT APPROACH

6 1

/2"

MA

X2

7"

MIN

34"

MA

X

PROVIDE SINKS W/ REAR DRAIN FOR PROPER CLEARANCE AT GARBAGE DISPOSAL

PIPE PROTECTION & APPEARANCE PANEL

ADJ. CABINET, WALL, & FLOOR MUST BE FINISHED TO MATCH

OPEN BOTTOM FOR VENTILATION & ACCESS TO RESET BUTTONS

PROVIDE FULL-HEIGHT OUTWARD SWINGING BASE CABINET DOORS & TOE KICK OR REMOVABLE FACE & TOE KICK TO PERMIT ACCESSIBLE FRONT APPROACH

11" MIN

12"

PR

EF

ER

RE

D9

" M

IN

OPEN BOTTOM FOR VENTILATION & ACCESS TO RESET BUTTONS

17" MIN

TO

RE

FLE

CT

ING

SU

RF

AC

E

40"

MA

X

27"

MIN

29"

MIN

OF

LA

VA

TO

RY

34

" M

AX

TO

TO

P

6" MAX 8" MIN

19" MAX

48" MIN. CLEAR

REFLECTING SURFACE (WHEN APPLICABLE)

HOT WATER AND DRAIN PIPES EXPOSED UNDER SINK SHALL BE INSULATED OR OTHERWISE CONFIGURED SO AS TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINK.

FLOOR LINE

DIRECTION OF TRAVEL

DASHED LINE DENOTES MAX. SIZE OF MOUNTING BRACKETS FOR REMOVABLE PROTECTION AND APPEARNACE PANEL

36"

MIN

6"

MA

X

60"

MIN

52" MIN 12" MAX

59" MIN W/ FLOOR MOUNTED W.C

56" MIN W/ WALL MOUNTED W.C.

NOTE: IF PROVIDED, COAT HOOKS WITHIN TOILET COMPARTMENTS SHALL BE 48" AFF

ON CD-60

SEE 8, 9, 10, 11

FLUSH HANDLE SHALL BE LOCATED ON WIDE SIDE OF ENCLOSURE

ON CD-60

SEE 8, 9, 10, 11

59" MIN W/ FLOOR MOUNTED W.C.

54" MIN W/ WALL MOUNTED W.C.

54" MIN 12" MAX

18"

36"

MIN

60"

MIN

4" MAX 32" MIN

32

" M

IIN

19"

19"

MIN

12" MAX

ANSI A 117.1

12" MIN PER

MAX

36"

34

" A

FF

SIDE WALL ELEVATION

6"36" MIN

OF

SE

AT

TO

P 34

" A

FF

REAR WALL ELEVATION

FLUSH HANDLE SHALL BE LOCATED ON WIDE SIDE OF ENCLOSURE

ALTERNATE DOOR LOCATION

34

" A

FF

MIN. AREA OF BLOCKINGSHOWN HATCHED (TYP)WHERE APPLICABLE

MIN

15"

7"-9"

36" MAX.

MIN. FROM WALL

54"

FLOOR LINE

NOTE: GRAB BARS, INCLUDING THOSE THAT ARE CONTINUOUS, MUST BE MOUNTED TO EXTEND AT LEAST 54" INCHES FROM THE BACK WALL

34

" A

FF

18"

NOTE: 36" LONG MINIMUM GRAB BAR INSTALL WITH ONE END SPACE A MAX. OF 6" FROM THE SIDE WALL.

MIN. AREA OF BLOCKINGSHOWN HATCHED (TYP.) WHERE APPLICABLE

ADDITIONAL 2" RECOMMENDED REINF. AREA SHOWN SHADED

FLOOR LINE

INSTALLED 36" GRAB BAR (TYP.)

42" MIN. 12" MAX.36" MIN. 6" MAX.

ADDITIONAL 2" RECOMMENDED REINF. AREA SHOWN SHADED

INSTALLED 42" GRAB BAR (TYP.)

60" CLEARANCE

39" - 41"

18"

MIN

39

" -

41

"

SOLID BLOCKING

SOLID BLOCKING

MA

X

24"

48"

44"

MA

X

17"

MA

X

CLEAR MIN.

30"

36"

13

1/2

"

TYP. URINAL

URINAL PARTITION

ACCESSIBLE ELONGATED RIM URINAL

30" X 48" CLEAR FLOOR SPACE IN FRONT OF URINAL

NOTE: PROVIDE BLOCKING AND/OR ANCHORS IN WALLS FOR URINALS AND PARTITIONS PER MAN'F. PRINTED INSTRUCTIONS

ELEVATION

PLAN

30"

1' - 6"LINE OF CLEARFLOOR SPACE

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

56"

MIN

CLE

AR

60" MIN CLEAR

FRONT AND SIDE APPROACH WITHOUT SIDE OBSTRUCTION

3' -

10

1/2

"

2' -

2 1

/2"

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REVISION



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02/21/2020 REVISION 1 X

9COUNTERTOP & WORK SPACE

8KITCHEN SINK ELEVATIONS

7KITCHEN SINK SECTION

3/4" = 1'-0"4

ACCESSIBLE LAVATORY

1/2" = 1'-0"1

ACCESSIBLE STALLS1/2" = 1'-0"

6BLOCKING @ TOILETS

3/8" = 1'-0"5

MOUNTING HEIGHTS & CLEARANCES FOR URINALS

1/2" = 1'-0"10

MIN. CLEAR FLOOR SPACE @ TOILETS1" = 1'-0"

2BABY CHANGING STATION


02/21/2020 Revision 1 1

1

(1) LAYER OF 5/8" EXTRERIOR GYP. SHEATHING

R-13 (MINIMUM) BATT INSULATION

INTERIOREXTERIOR

R-3.8 (MINIMUM) CONTIUOUS RIGID INSULATION

BRICK VENEER

INTERIOREXTERIOR

BRICK VENEER

CEMENTITIOUS PANEL

OR WOOD CLADDING

WEATHER RESISTANT BARRIER

METAL STUD FRAMING-REFER TO STRUCTURAL FOR SIZING AND SPACING

TENANT PROVIDED INTERIOR FINISH-ALL FINISHES TO BE NONCOMBUSTIBLE TYPE

(1) LAYER OF 5/8" EXTRERIOR GYP. SHEATHING

R-13 (MINIMUM) BATT INSULATION

R-3.8 (MINIMUM) CONTIUOUS RIGID INSULATION

CEMENTITIOUS PANEL / WOOD CLADDING


METAL STUD FRAMING-REFER TO STRUCTURAL FOR SIZING AND SPACING


SEE ELEVATIONS FOR REVEAL AND ACCENTS

0' - 7" (TYP)

Z-CHANNEL CLIP OVER SELF ADHERED FLASHING

GALVANIZED STEEL 2 PIECE ADJUSTABLE WALL TIES

STRIP SELF ADHERED FLASHING AT WALL TIES

INTERIOREXTERIOR

R-7.6 (MINIMUM) CONTINUOUS RIGID INSULATION

BRICK VENEER

INTERIOREXTERIOR

BRICK VENEER

CEMENTITIOUS PANEL

OR WOOD CLADDING


CMU-REFER TO STRUCTURAL FOR SIZING, MORTAR FILL AND REINFORCEMENT

R-7.6 (MINIMUM) CONTINUOUS RIGID INSULATION

CEMENTITIOUS PANEL / WOOD CLADDING


CMU-REFER TO STRUCTURAL FOR SIZING, MORTAR FILL AND REINFORCEMENT


SEE ELEVATIONS FOR REVEAL AND ACCENTS

0' - 7" (TYP)


Z-CHANNEL CLIP OVER SELF ADHERED FLASHING

GALVANIZED STEEL 2 PIECE ADJUSTABLE WALL TIES

STRIP SELF ADHERED FLASHING AT WALL TIES

UL# U905

2 HR RATED 8" CMU

FILL AS REQUIRED BY STRUCTURAL

WALL TO BE PAINTED

FLOOR

STRUCTURE

FLOOR CONDITION

1 LAYER 5/8" GYPSUM BOARD

BASE AS SCHEDULE, SEE INTERIOR DWGS.

7/8" FURRING CHANNEL

GYPSUM BOARD CLOSURE AT TOP PF FURRING

CEILING

FO107

7/8" FURRING1 1/2" WIDTH

OR

FLOOR

STRUCTURE

FLOOR CONDITION


METAL STUD FRAMING


SOUND ATTENUATION BATT (SEE WALL ASSEMBLY)

CONTINUOUS METAL RUNNER

CONT. BEAD OF ACOUSTICAL SEALANT

FO130

6" STUD6 5/8" WIDTH

CONT. BEAD OF ACOUSTICAL SEALANT

FO110

3 5/8" STUD4 1/4" WIDTH

FLOOR

STRUCTURE

FLOOR CONDITION

CONT. BEAD OF FIRE SEALANT, EACH SIDE


METAL STUD FRAMING




CONT. BEAD OF ACOUSTICAL SEALANT, ALONG TOP CENTERLINE OF TRACK


CONT. BEAD OF ACOUSTICAL SEALANT, ALONG TOP OF TRACK ON SCHEDULED SOUND PARTITIONS

CL

SB1130

6" STUD7 1/4" WIDTH

SB1140

8" STUD9 1/4" WIDTH

FLOOR

STRUCTURE

FLOOR CONDITION


2 LAYERS 5/8" FIRE SHIELD TYPE "C" GYPSUM BOARD

CONT. BEAD OF ACOUSTICAL SEALANT, EACH SIDE

TYPICAL SHAFTWALL PARTITION

METAL STUD FRAMING


1 LAYER 1" SHAFT LINER PANEL

SOUND INSULATION BATTSWHERE REQUIRED

SB1135

6" STUD7 1/4" WIDTH

FLOOR

STRUCTURE

FLOOR CONDITION

1 LAYER 5/8" GYPSUM BOARDEACH SIDE

METAL STUD FRAMING


CONT. BEAD OF ACOUSTICAL SEALANT, EACH SIDE OF TRACK ON SOUND PARTITIONS



CONT. BEAD OF ACOUSTICAL SEALANT, EACH SIDE OF METAL STUD TRACK

SB130

6" STUD7 1/4" WIDTH

SB140

8" STUD9 1/4" WIDTH

PARTITION NOTES1. DO NOT SCALE DRAWINGS

7. ALL RATED WALLS MUST MEET REQUIREMENT OF THE INDICATED TEST NUMBER.

8. METAL STUD MUST SIZED AND SPACED SO AS NOT TO EXCEED L/240 DESIGN CRITERIA. MIN. STUD GAUGE = 25. PARTITIONS SHALL BE LIMITED IN HEIGHT IN ACCORDANCE WITH STM C754.

9. REFER TO THE REFLECTED CEILING PLANS AND ARCHITECTURAL DRAWINGS FOR INDICATION OF WHICH NON-RATED PARTITIONS EXTEND TO CEILING HEIGHT OR TO UNDERSIDE OF STRUCTURE. IF DISCREPANCY EXIST, G.C. TO CONTACT ARCHITECT

10. WHERE NON-RATED PARTITIONS DO NOT EXTEND TO STRUCTURE, STOP GWB 6" ABOVE CEILING AND EXTEND OR BRACE METAL STUDS TO STRUCTURE.

11. PROVIDE MAX. 16" O.C. STUD SPACING BEHIND ALL CERAMIC TILE OR STONE VENEER WALLS.

12. PROVIDE UL APPROVED FIRE RESISTANT GWB WHERE REQUIRED BY RATING.

13. APPLY ACOUSTICAL SEALANT ALONG CENTERLINE OF STUD TRACKS TO ENTIRE PERIMETER OF ALL DEMISING AND CORRIDOR WALLS.

14. PROVIDE FIRE RATED SEALANT TO BOTH SIDES OF ENTIRE PERIMETER OF FIRE RATED WALLS AND AROUND ALL PENETRATIONS TO APPLICABLE U.L. LISTING REQUIREMENT OF WALL BEING PENETRATED

15. CONTRACTOR TO STAGGER ALL ELECTRICAL, COMMUNICATIONS, TELEPHONE AND OTHER SIMILAR OUTLET BOXES AT A MIN. OF 12" O.C. IN FIRE RATED AND SOUND RATED WALLS.

16. G.C. TO PROVIDE PUTTY PADS ON ALL ELECTRICAL OUTLET BOXES ON FIRE RATED WALLS.

17. REFER TO I.D. DRAWINGS FOR LOCATION OF ALL INTERIOR FINISHES.

18. PROVIDE WATER RESISTANT GWB AT ALL SHOWER AND BATH TUB WALL SURROUNDS (DENS-SHIELD OR APPROVED EQUAL).

19. PROVIDE IN-WALL, FIRE RATED BLOCKING FOR ALL CABINETRY, TOILET ACCESSORIES, CLOSET SHELVING, MILLWORK, WALLSTOPS, ARTWORK, WALL BUMPERS/GUARDS, DRAPERY LOCATIONS, STONEWORK, GRAB BARS, MODULAR OFFICE WALLS, AND OTHER SIMILAR CONDITIONS.

20. THE U.L. NUMBER INDICATED REFERENCE VOLUME 1, 2 AND 2B OF THE MOST RECENT FIRE RESISTANCE DIRECTORY PUBLISHED BY UNDERWRITERS LABORATORIES INC. - SEE SHEET CD-80 TO CD-88 FOR MORE INFORMATION.

21. ALL THROUGH WALL PENETRATIONS OF FIRE RATED WALLS/PARTITIONS MUST BE SEALED WITH SEALANT APPROVED BY U.L. FOR PENETRATIONS IN APPLICABLE WALL OR AS NOTED BY ARCHITECT. SEE ARCH/MEP DRAWINGS FOR ADDITIONAL INFORMATION.

22. DEFLECTION TRACKS TO BE PROVIDED AT TOP RUNNERS OF ALL METAL STUDS PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK. TRACK MUST BE DESIGNED TO ALLOW UP TO 1/2" DEFLECTION.

23. ALL SMOKE AND FIRE RATED PARTITIONS MUST BE IDENTIFIED WITH PAINTED STENCILS ABOVE CEILINGS.

24. WALLS THAT EXTEND "TO STRUCTURE" SHALL EXTEND TO UNDERSIDE OF C.I.P CONCRETE SLAB METAL DECK OR PRECAST.

2. ALL DIMENSION ARE FROM FACE OF STUD WALL TO FACE OF STUD WALL OR FROM CENTERLINE OF COLUMN TO FACE OF STUD WALL UNLESS NOTED OTHERWISE.

3. REFER TO PARTITION LEGEND AND PARTITION TAG FOR GRAPHIC SYMBOLS CLARIFICATION

4 . THE CENTERLINE OF THE PARTITION SHOULD BE ALIGNED WITH THE CENTERLINE OF AN EXTERIOR WINDOW MULLION UNLESS NOTED OTHERWISE IN THE ARCHITECTURAL PLANS. PROVIDE NEOPRENE GASKET CLOSURE BETWEEN PARTITION AND MULLION.

25. 8" MIN. METAL STUD FRAMING; REFER TO STRUCTURAL; REFER TO SHOP DRAWINGS; 8" IS ARCH. MIN. PREFERRED SIZE; LARGER IS ACCEPTABLE IF PRESCRIBED BY METAL STUD MANUFACTURER.

5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PARTITION AND INSTALLATION.

26. CONTRACTOR TO COORDINATE PARTITION LAYOUT WITH M.E.P. WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF METAL/PLUMBING SLEEVES AT TIME OF CONCRETE PLACEMENT.

27. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.

6. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

28. COORDINATE LOCATIONS OF FIRE PULL STATIONS, FIRE STROBES/SPEAKERS AND FIREMAN'S TELEPHONE JACK WITH INTERIOR DESIGN ELEMENTS.

29. VERIFY ALL THERMOSTAT LOCATIONS WITH INTERIOR DESIGNER FOR COORDINATION WITH DESIGN ELEMENTS PRIOR TO INSTALLATION.

30. REFER TO ELECTRICAL DRAWINGS FOR POWER, TELEPHONE, AND DATA OUTLET LOCATIONS.

31. SEAL ALL SOUND PARTITIONS WITH ACOUSTICAL SEALANT AT BASE, HEAD, AND ALL PENETRATIONS.

32. ALL EXPOSED TOP EDGES OF WALLS OR WHERE WALL ABUTS COLUMN OR OTHER CONCRETE STRUCTURE TO HAVE A ZIP BEAD FINISH.

33. G.C TO PROVIDE A ZIP BEAD FINISH ALONG THE TOP EDGE OF ALL WALL WHERE WALL ABUTS AN EXPOSED OR SKIM COAT FINISH COLUMN AND OR CONCRETE STRUCTURE.

34. SOME WALL INDICATED MAY REQUIRE AN EXTERIOR FINISH SYSTEM NOT INDICATED ON PARTITION SCHEDULE. SEE ARCHITECTURAL DRAWING ADDITIONAL INFORMATION.

35. IN TYPICAL TOWER RESIDENTIAL UNITS, GWB ON WALL TO STOP AT GWB CEILINGS (STUDS TO CONTINUE TO STRUCTURE) EXCEPT AT CEILING BATHROOMS AND MECHANICAL CLOSETS, BOTH STUDS AND GWB WILL EXTEND TO STRUCTURE.

36. WALL TYPE IS BASED ON USG CRITERIA.

37. CAVITIES OF ALL CMU INTERIOR AND/OR EXTERIOR WALL ADJACENT TO HEATED SPACES TO RECEIVE MIN. R19 SPRAY FOAM INSULATION, TYP.

SSMA METAL STUD SIZES

1 5/8" = 162 S 125 - xx

2 1/2" = 250 S 125 - xx

3 5/8" = 362 S 125 - xx

4" = 400 S 125 - xx

6" = 600 S 125 - xx

8" = 800 S 125 - xx

MEMBER SIZE

MEMBER DEPTH

S = STUD

MATERIAL THICKNESS

FLANGE WITH IN 1/100 INCHES

?1ST LETTER INDICATES STRUCTURAL MATERIAL

C POURED IN PLACE CONCRETEF METAL FURRING / WOOD FURRINGM MASONRYP PRECAST CONCRETES METAL STUD / CHANNELW WOOD

2ND LETTER INDICATES INSULATIONO NONE

B BATT INSULATIONC CELLULOSED BATT + BOARD INSULATIONR BOARD INSULATIONS SOUND

FIRE RATING1 1 HOUR2 2 HOUR3 3 HOUR4 4 HOUR

NUMBER INDICATES VARIATIONSStructural Number Component Size & Composition Material Designation

Non-Stud if if Applicable Stud if Applicable

C,M,P 00-09 MATERIAL C,F,M,P,S,W 10-19 MATERIAL + < 2x4 WOOD STUD

20-39 MATERIAL + 2x4 WOOD STUD 40-59 MATERIAL + 2x6 WOOD STUD 60-69 > 2x6 WOOD STUD

C,M,P,S,W 70-79 MATERIAL + 2x4 WOOD STUD EACH SIDE 80-89 MATERIAL + 2x6 WOOD STUD EACH SIDE 90-99 MATERIAL VARYING DOUBLE STUD CONDITIONS

C,F,M,P,S,W 100-109 MATERIAL + < 3 5/8" METAL STUD 110-129 MATERIAL + 3 5/8" =< 6" METAL STUD 130-149 MATERIAL + >= 6" METAL STUD 150-159 MATERIAL + 3 5/8"=< 6" METAL STUD EACH SIDE 160-169 MATERIAL + >=6" METAL STUD EACH SIDE

C,M,P,S,W 170-179 MATERIAL + VARYING DOUBLE STUD CONDITIONS M 180-189 OTHER MASONRY

*FIRE AND SOUND TEST NUMBERS BASED ON THE FOLLOWING:

- FIRE RESISTANCE DIRECTORY 2019 EDITION BY UL (UNDERWRITERS LAB INC.)- FIRE RESISTANCE, AND SOUND CONTROL DESIGN MANUAL 22ND EDITION

2019 BY GYPSUM ASSOCIATIONS.

WALL TYPE LEGEND:

LOCATION / ASSEMBLY

ROOFS:INSULATION ENTIRELY ABOVE DECKATTIC INSULATION

BUILDING INSULATION SCHEDULE

R-20 ciR-38

R-VALUE U-VALUE

PER 2009 INTERNATIONAL ENERGY CONSERVATION CODE PROJECT FALLS INTO ZONE 3A

WALLS, ABOVE GRADE:MASSWOOD FRAMEDMETAL FRAMED

R7.6 ciR13R13 + R3.8 ci

WALLS, BELOW GRADE:BELOW GRADE WALLMASS

NRR6.3

FLOORS:MASSWOOD FRAMING

R6.3 ciR30

SLAB ON GRADE FLOORS:UNHEATED SLABS NR

FENESTRATION:NON-METAL WINDOWSCURTAINWALL/STOREFRONTENTRANCE DOORALL OTHER

NOTES:1. CI = CONTINUOUS INSULATION2. NR = NOT REQUIRED

U=0.65U= 0.60U= 0.90U= 0.65

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EXTERIOR NON-BEARING WALL W/ MULTIPLEFINISHES - METAL STUD SIZED AND SPACED BYSTRUCTURAL

1

EXTERIOR NON-BEARING WALL W/MULTIPLEFINISHES - CMU SIZED BY STRUCTURAL

2UL #U905 - 2 HR 8" CMU

3INTERIOR FURRING WALL

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UL #U465 1 HR RATED INTERIOR NON-BEARINGMETAL STUD WALL

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UL #U428 2 HR RATED NON-BEARING SHAFTWALL5

INTERIOR NON-BEARING & NON-RATED METALSTUD WALL

7


1. Floor and Ceiling Runners — (Not Shown) — Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.1A. Framing Members* — Floor and Ceiling Runners — (Not Shown) — As an alternate to Item 1 — Channel shaped, min 3-5/8 in. deep, attached to floor and ceiling with fasteners 24 in. OC. max.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

1B. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track

FUSION BUILDING PRODUCTS — Viper20™ Track

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track

1C. Floor and Ceiling Runners — (Not Shown) — For use with Item 2C — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC.1D. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1C — For use with Item 2D and 4G only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK

DMFCWBS L L C — ProTRAK

MBA METAL FRAMING — ProTRAK

RAM SALES L L C — Ram ProTRAK

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK

1E. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1D — For use with Item 2E and 4I only, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.TELLING INDUSTRIES L L C — TRUE-TRACK™

1F. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1E — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 25 MSG steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.KIRII (HONG KONG) LTD — Type KIRII

1G. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 through 1F — For use with Item 2, channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide, attached to floor and ceiling with fasteners spaced 24 in. OC max.STUDCO BUILDING SYSTEMS — CROCSTUD Track

1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC.MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100

FUSION BUILDING PRODUCTS — Viper20™ Track VT100

IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100

1I. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2H, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.TELLING INDUSTRIES L L C — Viper20™ Track

1J. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Items 1 — For use with Item 2 L, proprietary channel shaped runners, 1-1/4 in. deep by min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.STEEL INVESTMENT GROUP L L C — AlphaTRAK

1K. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2M, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track

1L. Framing Members* — Floor and Ceiling Runners — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max.CRACO MFG INC — SmartTrack20™

2. Steel Studs — Channel shaped, 3-5/8 in. deep (min), formed from min No. 25 MSG galv steel spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.2A. Framing Members* — Steel Studs — As an alternate to Item 2 — Channel shaped studs, min 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type SUPREME D20

QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20

SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20

STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20

UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20

2B. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1B, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™

CRACO MFG INC — SmartStud20™

MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™

FUSION BUILDING PRODUCTS — Viper20™

IMPERIAL MANUFACTURING GROUP INC — Viper20™

2C. Steel Studs — (As an alternate to Item 2, For use with Item 1C) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. See materials in Item(s) 4 that require Item 2C studs.2D. Framing Members* — Steel Studs — As an alternate to Items 2 through 2C — For use with Item 1D and 4G only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD

DMFCWBS L L C — ProSTUD

July 27, 2019Nonbearing Wall Rating — 1 HR.* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Design No. U465MBA METAL FRAMING — ProSTUD

RAM SALES L L C — Ram ProSTUD

STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD

2E. Framing Members* — Steel Studs — As an alternate to Items 2 through 2D — For use with Item 1E and 4I only, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.TELLING INDUSTRIES L L C — TRUE-STUD™

2F. Framing Members* — Steel Studs — As an alternate to Items 2 through 2E — For use with Item 1F, channel shaped studs, min 3-5/8 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in. OC. Studs to be cut 1/2 in. less than assembly height.KIRII (HONG KONG) LTD — Type KIRII

2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 through 2F — For use with Item 1G. Proprietary channel shaped studs, minimum 3-5/8 in. wide, Studs to be cut 1/2 in. less than the assembly height.STUDCO BUILDING SYSTEMS — CROCSTUD

2H. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1I, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.TELLING INDUSTRIES L L C — Viper20™

2I. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.EB METAL INC — NITROSTUD

2J. Framing Members* — Steel Studs — In lieu of Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 3-5/8 in. deep (min), spaced 24 in. OC max. Studs to be cut 3/4 in. less than assembly height.OLMAR SUPPLY INC — PRIMESTUD

2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1B (3-5/8 in. wide track), channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™

2L. Framing Members* — Steel Studs — As an alternate to Items 2 — For use with Item 1J, channel shaped studs, min 3-5/8 in. wide fabricated from min 0.018 in. thick galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.STEEL INVESTMENT GROUP L L C — AlphaSTUD

2M. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1K, proprietary channel shaped steel studs, min 1-1/4 in. wide by min 3-5/8 in. deep, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/4 in. less in length than assembly height.CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X

2N. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1L, proprietary channel shaped steel studs, 1-1/4 in. wide by min 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel. Studs cut 3/4 in. less in length than assembly height.CRACO MFG INC — SmartStud20™

3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity.See Batts and Blankets (BZJZ) category for names of Classified companies.

3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product.U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD and INS770LD are to be used for dry application only

3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.NU-WOOL CO INC — Cellulose Insulation

3C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3.INTERNATIONAL CELLULOSE CORP — Celbar-RL

3D. Batts and Blankets* — For use with Item 8. Nom 3 in. thick, minimum 3.4 pcf mineral wool batts, friction fit between the studs and floor and ceiling runners.See Batts and Blankets (BZJZ) category for names of manufacturers.

3E. Batts and Blankets* — For use with Item 4P, 4R, and 4S. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance.See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

3F. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray-applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. To facilitate the installation of the material, any thin, woven or non-woven netting may be attached by any means possible to the outer face the studs. The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. The minimum dry density shall be 5.79 lbs/ft3.APPLEGATE HOLDINGS L L C — Applegate Advanced Stabilized Cellulose Insulation

4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to Items 6 (resilient channels) or 6A, 6B, 6C, 6D, or 6E (furring channels), gypsum board is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC.CABOT MANUFACTURING ULC — Type X, 5/8 Type X, Type Blueglass Exterior Sheathing

AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass, LightRoc

BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

CERTAINTEED GYPSUM INC — Types 1, EGRG, GlasRoc, Type X, Type X-1, Type C, 5/8" Easi-Lite Type X, Easi-Lite Type X-2

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX

GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W

NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSMR-C, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSL

NATIONAL GYPSUM CO — Riyadh, Saudi Arabia — Type FR, or WR

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types PG-C, PG-9, PG-11, PGS-WRS

PANEL REY S A — Types GREX, GRIX, PRC, PRC2, PRX, RHX, MDX, ETX

SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc DuraLine, Gyproc DuraLine MR, Gyproc DuraLine M2TECH, Gyproc DuraLine ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc DuraLine M2TECH ACTIV'Air

SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1

THAI GYPSUM PRODUCTS PCL — Type X, Type C

UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4A. Gypsum Board* — (As alternate to Item 4) — Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally.CERTAINTEED GYPSUM INC — Type X, Type X-1, Type C, Type EGRG/ GlasRoc, GlasRoc-2, Type SilentFX, Easi-Lite Type X-2

CGC INC — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD

GEORGIA-PACIFIC GYPSUM L L C — Types DAP, DAPC, DGG, DS


THAI GYPSUM PRODUCTS PCL — Type X, Type C

UNITED STATES GYPSUM CO — Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG BORAL DRYWALL SFZ LLC — Types C, SCX, USGX (Joint tape and compound, Item 5, optional for use with Type USGX)

USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, optional for use with Type USGX)

4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in.CGC INC — Types AR, IP-AR

UNITED STATES GYPSUM CO — Types AR, IP-AR

USG MEXICO S A DE C V — Types AR, IP-AR

4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B — Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing.GEORGIA-PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X

4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Nom. 5/8 in. thick gypsum panels applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Gypsum panels fastened to framing with 1 in. long Type S steel screws 12 in. OC along vertical edges and in the field. Screws spaced a max 12 in. along the top and bottom edges of the wall for both vertical and horizontal applications. When used in widths other than 48 in., gypsum panels to be installed horizontally.NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSMR-C

4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — Installed as described in Item 4. 5/8 in. thick, 4 ft. wide, applied vertically only and fastened to the studs and plates with 1 in. long, Type S steel screws spaced, 12 in. OC.NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board

4F. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field.RAY-BAR ENGINEERING CORP — Type RB-LBG

4G. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1D and 2D only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, LGFC-C/A

NATIONAL GYPSUM CO — Types FSW

UNITED STATES GYPSUM CO — Type SCX

USG BORAL DRYWALL SFZ LLC — Type SCX

4H. Gypsum Board* — (As an alternate to Items 4 through 4G) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES

4I. Gypsum Board* — (As an alternate to Items 4 through 4F) — For use with Items 1E and 2E only, 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly.UNITED STATES GYPSUM CO — Type SCX

USG BORAL DRYWALL SFZ LLC — Type SCX

4J. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C) — Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 9A) or Lead Discs (see Item 10A).MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum

4K. Gypsum Board* — (As an alternate to Item 4 and 4A, not for use with Items 1D, 1E, 2D and 2E) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A.CGC INC — Type ULX

UNITED STATES GYPSUM CO — Type ULX

USG MEXICO S A DE C V — Type ULX

4L. Gypsum Board* — (Not Shown) — (As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall

4M. Gypsum Board* — (For use with Item 8) — 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 8) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 8). Secured to outermost studs and floor and ceiling runners with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound.AMERICAN GYPSUM CO — Type AG-C

CERTAINTEED GYPSUM INC — Type FRPC, Type C

CGC INC — Types C, IP-X2, IPC-AR

CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC-C/A

GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C

NATIONAL GYPSUM CO — Types eXP-C, FSK-C, FSW-C

PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C

PANEL REY S A — Types PRC, PRC2


THAI GYPSUM PRODUCTS PCL — Type C

UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR

USG BORAL DRYWALL SFZ LLC — Type C

USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR

4N. Wall and Partition Facings and Accessories* — (As an alternate to Item 4) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527

4O. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C — Two layers Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Horizontal joints on the same side need not be staggered. When applied horizontally, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC and staggered 4 in. OC between layers. When applied vertically, both layers of gypsum board fastened to each side of framing with 1 in. long Type S steel screws spaced 8 in. OC along vertical edges and 12 in. OC in the field, staggered 4 in. OC between layers. Screws spaced a max 12 in. along the top and bottom edges of the wall.NATIONAL GYPSUM CO — Type FSW

4P. Gypsum Board* — As an alternate to Item 4. For use with Item 3E, Batts and Blankets* — 5/8 in. thick, 4 ft wide, installed as described in Item 4.UNITED STATES GYPSUM CO — Types ULIX

4Q. Gypsum Board* — 3/4 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track as described in Item 4 with screw length increased to min. 1- 1/8 in.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-13

4R. Gypsum Board* — As an alternate to Item 4D. For use with Item 3E, Batts and Blankets* — 5/8 in. thick, 4 ft wide, installed as described in Item 4.NATIONAL GYPSUM CO — Type FSLX.

4S. Gypsum Board* — As an alternate to Item 4. For use with Item 3E, Batts and Blankets* — 5/8 in. thick, 4 ft wide, installed as described in Item 4A.CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type CLLX.

4T. Wall and Partition Facings and Accessories* — (As an alternate to 5/8 in. thick board as outlined in Item 4) —Nominal 1-3/8 in. thick, 4 ft wide panels, applied vertically or horizontally. Fastened with #6 x 2 in. long drywall screws spaced 8 in. OC along the perimeter and 12 in. OC in the field.PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 545

5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges.6. Resilient Channel — (Optional — Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. May not be used with Item 4F, 4J or 4L.6A. Steel Framing Members* — (Not Shown) — As an alternate to Item 6, furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Not for use with Items 4F, 4J, or 4L.b. Framing Members* — Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels.PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75)

6B. Framing Members* — (Not Shown) — (Optional on one or both sides) — As an alternate to Item 6, furring channel and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 4J, or 4L.b. Steel Framing Members* — Used to attach furring channels (Item 6Ba) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.PLITEQ INC — Type Genie Clip

6C. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 4J, or 4L.b. Steel Framing Members* — Used to attach furring channels (Item 6Ca) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips.STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R

6D. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below:a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 6Db. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 4. Not for use with Items 4F, 4J, or 4L.b. Steel Framing Members* — UUsed to attach furring channels (Item 6Da) to studs. Clips spaced 48 in. OC, and secured to studs with No.8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips.REGUPOL AMERICA — Type SonusClip

6E. Steel Framing Members* — (Optional, Not Shown) — Resilient channels and Steel Framing Members as described below:a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 4. Not for use with Items 4F, 4J, or 4L.b. Steel Framing Members* — Used to attach resilient channels (Item 6Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw.KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip

7. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500

1. Concrete Blocks* — Various designs. Classification D-2 (2 hr).See Concrete Blocks category for list of eligible manufacturers.

2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.5. Foamed Plastic* — (Optional-Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro

CARLISLE COATINGS & WATERPROOFING INC — Type R2+ SHEATHE

FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior Wall Insulation"

HUNTER PANELS — Types "Xci-Class A", "Xci Foil (Class A)", "Xci 286"

RMAX OPERATING L L C — Types "TSX-8500", "ECOMAXci FR", "TSX-8510", "ECOMAX xi FR White", "ECOMAXci", "ECOMAXci FR Air Barrier", "Thermasheath-XP", "Thermasheath", "Durasheath", "Thermasheath-3", "Durasheath-3".

THE DOW CHEMICAL CO — Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R™ ci Insulation

5A. Building Units — As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in.HUNTER PANELS — "Xci NB", "Xci Ply"

RMAX OPERATING L L C — "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI", "ECOMAXci FR Ply", "ECOMAXci Ply".

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.Last Updated on 2019-06-10

June 10, 2019Bearing Wall Rating — 2 HR.Nonbearing Wall Rating — 2 HRThis design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

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5' -

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7' -

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2' -

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6' -

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2' -

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7' -

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3' -

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4" 24' - 10" 20' - 2" 29' - 10" 20' - 2" 14' - 4" 10' - 6" 4"

3' - 1" 14' - 0" 3' - 4" 2' - 0" 4' - 0" 2' - 8" 3' - 4" 11' - 8" 4' - 4" 3' - 4" 2' - 0" 6' - 2" 8' - 10" 3' - 4" 4' - 4" 11' - 8" 3' - 4" 2' - 8" 4' - 0" 2' - 0" 3' - 4" 14' - 0" 3' - 1"

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LOBBY

G101A

G101B

G102A

G103A

G103B

G104A G105A

G105B

ID2.00

1

2

2

A5-12

2' - 0"2' - 0" 2' - 0" 2' - 0" 2' - 0"2' - 0" 2' - 0"2' - 0" 2' - 8" RIBBON SLAB, TYP.

2' -

0"

2' - 0" 2' - 0"

2' -

0"

HOSE BIBB

HOSE BIBB

HOSE BIBB

1164' - 0"

CARD READER AND KNOX BOX

1164' - 0"

HOSE BIBB

2' -

0"

1' - 10"

G-W07G-W07

G-W05G-W05

G-W04

G-W12G-W11G-W12

G-W04

G-W05G-W05

G-W07G-W07

G-W06

G-W06 G-W06

G-W06

PROVIDE CONTINUOUS VAPOR BARRIER AND 4" GRANULAR BASE TO A 4" BELOW F.F.E. AT SLAB LEAVE OUT





1164' - 0"

1164' - 0"

1164' - 0"

1164' - 0"

7 5/8" 35' - 2 3/16" 7 5/8"

2' -

4"

2' -

4"

2' -

0"

2' -

4"

2' -

0"

2' -

4"

7 5/8" 34' - 6" 7 3/16"

SB1130

SB1130

SB1130

SB1130

1

1

SS1130

SS1130

SS1130

SS1130

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

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s t u

d i o

d

w e

l l

1280 H

IGH

TO

WE

R T

RA

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TLA

NT

A, G

A . 3

0350

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02/21/2020 REVISION 1 X

3/16" = 1'-0"1

MAIN LEVEL FLOOR PLAN

N

E

W

S


02/21/2020 Revision 1 1

UP UP

A4-01

2

A4-02 2

A4-021

A4-01

1

G211

JANITOR

G213

ME

N'S

TO

ILE

TS

1,532 SF

G202

TENANT G202

1

A5-01

3' - 7" 18' - 4" 3' - 7" 6' - 9" 6' - 0" 6' - 9" 2' - 9" 3' - 0" 2' - 6" 3' - 0" 8' - 0" 3' - 0" 2' - 6" 3' - 0" 2' - 9" 6' - 9" 6' - 0" 6' - 9" 3' - 7" 18' - 4" 3' - 7"

3' -

1"

8"

6' -

4"

2' -

0"

6' -

4"

2' -

0"

6' -

4"

8"

4' -

0"

1' -

5"

3' -

0"

3' -

8"

3' -

0"

3' -

8"

3' -

0"

1' -

5"

4' -

0"

8"

3' -

0"

12

' -

0"

6' -

4"

8"

3' -

1"

80

' -

4"

3' -

1"

8"

6' -

4"

12

' -

0"

3' -

0"

8"

4' -

0"

1' -

4"

3' -

0"

3' -

9"

3' -

0"

3' -

9"

3' -

0"

1' -

4"

4' -

0"

8"

6' -

4"

2' -

0"

6' -

4"

2' -

0"

6' -

4"

8"

3' -

1"

3' - 1" 8" 6' - 4" 5' - 4" 6' - 4" 8" 4' - 0" 1' - 4" 6' - 4" 2' - 4" 6' - 4" 1' - 4" 3' - 8" 3' - 0" 2' - 6" 3' - 0" 8' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 8" 1' - 4" 6' - 4" 2' - 4" 6' - 4" 1' - 4" 4' - 0" 8" 6' - 4" 5' - 4" 6' - 4" 8" 3' - 1"

80

' -

4"

G-W03 G-W03

G-W03 G-W03

G-W03

G-W01

G-W01

G-W01

G-W01

G-W03

G-W03

G-W03

G-W01G-W01G-W01G-W01

G-W03

G-W03

G-W03

G-W01

G-W01

G-W01

G-W01

G-W03

G-W03 G-W03

G-W03 G-W03

G-W01 G-W01 G-W01 G-W01

GS

T02B

G212A

G211

G212C

G212B

GS

T01B

2

A5-01

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

4"

2' -

0"

19

' -

1"

6' -

4"

23

' -

2"

27

' -

1"

2' -

0"

4"

4" 9' - 10" 15' - 0" 20' - 2" 29' - 10" 20' - 2" 14' - 4" 10' - 6" 4"

120' - 6"

4"

2' -

0"

27

' -

1"

23

' -

2"

25

' -

5"

2' -

0"

4"

4" 9' - 10" 15' - 0" 20' - 2" 14' - 11" 14' - 11" 20' - 2" 14' - 4" 10' - 6" 4"

120' - 6"

A3-01

2

A2-20

6

A2-20

1

G-W01

G-W01

G213A

G213B

G212

WO

ME

N'S

TO

ILE

TS

G200A

ELEV

1,007 SF

G203

TENANT G2031,271 SF

G204

TENANT G204

1,047 SF

G206

TENANT G206830 SF

G205

TENANT G205

1,903 SF

G201

TENANT G201

855 SF

G210

CORRIDOR

A2-40

2

G201A

G203

66.24°

ID2.006

ID2.00

7

ID2.00

4

ID2.00 3

2

A5-12

G-W10G-W08G-W09


G-W10G-W08G-W09

1180' - 0" F.F.E.

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

1

1

SB1130

SB1130

SB1130

SB1130

SO1140

SO1140

SO1140

SO1140

SO1140

SO1140

SO1140

SO1140

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

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s t u

d i o

d

w e

l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

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64.1

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64.1

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1825501

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02/21/2020 REVISION 1 X

3/16" = 1'-0"1

UPPER LEVEL FLOOR PLAN

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02/21/2020 Revision 1 1

1. FULLY ADHERED TPO SINGLE ROOF MEMBRANE OVER 1/2" COVER BOARD MIN. CLASS "B" ROOFING.

2. ROOF INSULATION - SEE BASIS OF DESIGN.3. ALL MECHANICAL EQUIPMENT TO BE SET ON A WOOD PLATFORM.4. PROVIDE WALK PADS FROM ROOF DOOR ACCESS TO & AROUND

ALL A/C UNITS.5. MAINTAIN 10'-0" CLEARANCE FROM ALL ROOF TOP EQUIPMENT AND

ROOF EDGE. WHERE CLEARANCE CANNOT BE MAINTAINED FALL PROTECTION WILL NEED TO BE PROVIDED.

6. VERIFY LOCATIONS OF ROOF PENETRATIONS WITH STRUCTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO INSTALLATION.

7. CONTRACTOR TO VERIFY, COORDINATE, AND INSTALL ALL ADJACENT, AND OR RELATED FLASHING, BLOCKING, NAILERS, INSULATION STOPS, AND CRICKETS NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTEED, WATERTIGHT, AND WATERPROOF INSTALLATION.

8. ALL FLASHING BOOTS SHALL BE MOUNTED TO STANDS DURING MANUFACTURING TO PROVIDE BETTER FINISHED FLASHING.

9. PROVIDE CURBS WITH GOOSE NECK HOODS FOR A/C LINE PENETRATIONS FOR WATER TIGHT PROTECTION.

10. SEPARATE ALL PENETRATIONS BY 12 INCHES TO ALLOW FOR PROPER FLASHING.

11. ELECTRICAL PENETRATIONS USE ROUND CONDUIT TO ALLOW FLASHING, UNISTRUT NOT TO BE USED.

12. INSTALL INSULATION TO FORM CRICKETS WHERE SHOWN.13. SEE MECHANICAL AND PLUMBING DRAWINGS FOR OTHER

APPLICABLE ROOF EQUIPMENT AND PENETRATIONS.14. CONTRACTOR TO COORDINATE FINAL ROOF DRAIN LOCATIONS.15. ROOF SLOPES SHALL BE CREATED BY SLOPING STRUCTURE

(1/4"/FT MIN.).16. ALL TOP OF PARAPET HEIGHTS ARE NOTED ON PLAN.

ROOF NOTES

ROOF DRAINAGE

ROOF LEGEND

CALCULATIONS:PER THE 2012 IPC, TABLE 1106.1 THE PROJECT FALLS WITHIN THE AREA FOR 3.7" INCHES PER HOUR PER THE "100 YEAR, 1-HOUR RAINFALL (INCHES/HOUR) GEORGIA FOR PRIMARY ROOF DRAINS" TABLE. BASED ON THAT AMOUNT AND USING THE TABLE 1106.2(2) FOR WORSE CASE SCENARIO FOR 4" OF RAIN THE ROOF DRAIN SIZES SHALL BE:

VERTICAL CONDUCTOR AND LEADERS - HORIZONTALLY PROJECTED ROOF AREA:

MAIN ROOF4x5 VERTICAL LEADER = 9,365 SF/EACH9,365 SF x 2 LEADER = 18,730 SFDESIGNED ROOF SURFACE = 9,228 SF

MARQUEE ROOF3" VERTICAL LEADER = 2,393 SF/EACH 2,393 SF X 1 LEADER = 2,393 SF DESIGNED ROOF SURFACE = 169 SF

HORIZONTAL STORM DRAINAGE PIPING - PER CIVIL

NOTES:- SEE PLANS FOR SIZES AND LOCATIONS- PROVIDE EMERGENCY OVERFLOW SCUPPER AS SHOWN AT EACH PRIMARY SCUPPER LOCATION. LOCATED 2" ABOVE THE RIM OF MAIN DRAINAGE SYSTEM.

ROOF PAD

TPO MEMBRANE

ROOF SLOPEINDICATED ON PLANS

CRICKETS R.T.S.

RTU, REFER TO MECH.

D.S. DOWN SPOUT

SC. SCUPPER

E.O. EMERGENCY OVERFLOW

R.D. ROOF DRAIN

O.D. OVERFLOW DRAIN

F.F.E. FINISHED FLOOR ELEVATION

ROOF DRAIN W/ EMERGENCY OVERFLOW -REFER TO PLUMBING

T.O.W. TOP OF WALL-MEASURED ABOVE TOP OF STEEL

OUTSIDE EDGE OF FACE OF STUD BELOW-ROOF OVERHANG DIM

E.J. EXPANSION JOINT

D.B.E. DECK BEARING ELEVATION

B.O.D. BOTTOM OF DECK

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

EXHAUST VENT, REFER TO MECH.

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

1/4

" /

12

"

1/4

" /

12

"

SC.

SLOPE SLOPESLOPE SLOPE

HVAC ZONE HVAC ZONETPO ROOF MEMBRANE9,228 SF ROOF

PREFINISHED METAL COPING, TYP.

36"x36" ROOF ACCESS HATCH



PRE-FINISHED METAL COPING, TYP.




SC.

PREFABRICATED METAL CANOPY W/

TIE RODS


TIE RODS


TIE RODS

MARQUEE CANOPY

SLO

PE

SLO

PE

SLO

PE

1193' - 4 1/2"

D.B.E.

1195' - 0 3/8"

D.B.E.

RD

OD

2' -

0"

19

' -

1"

6' -

4"

23

' -

2"

27

' -

1"

2' -

0"

79

' -

8"

9' - 10" 15' - 0" 20' - 2" 29' - 10" 20' - 2" 14' - 4" 10' - 6"

24' - 10" 20' - 2" 29' - 10" 20' - 2" 24' - 10"

119' - 10"

2' -

0"

19

' -

1"

6' -

4"

23

' -

2"

27

' -

1"

2' -

0"

79

' -

8"

9' - 10" 15' - 0" 20' - 2" 29' - 10" 20' - 2" 14' - 4" 10' - 6"

119' - 10"

24' - 10" 20' - 2" 29' - 10" 20' - 2" 24' - 10"

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DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

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3/16" = 1'-0"1

ROOF PLAN - 1199'-0"

N

E

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4

A2-20

6

A.1 AA.2

5.6

ST

AIR

4' -

0"

1' -

5"

ST

AIR

4' -

0"

LANDING

4' - 0"

13 TREADS @ 11" EA.

11' - 11"

CLEAR

4' - 4"4"

LA

ND

ING

9' -

5"

4' - 0"

UP

9

A2-20

1

A.1A A.2

1.4

ST

AIR

4' -

0"

9"

ST

AIR

4' -

0"

LANDING

4' - 0"

14 TREADS @ 11" EA.

11' - 11"

CLEAR

4' - 3" 4"

LA

ND

ING

8' -

9"

UP

4' - 0"

PLAN - MAIN LEVEL1164' - 0"

PLAN - UPPER LEVEL1180' - 0"

TRUSS BRG1194' - 0"

13

RIS

ER

S @

6 7

/8"

EA

.

8' -

0"

13

RIS

ER

S @

6 7

/8"

EA

.

8' -

0"

A.1 AA.2

MA

X.

27"

MIN

.

6' -

8"



TRUSS BRG1194' - 0"

13

RIS

ER

S @

6 7

/8"

EA

.

8' -

0"

13

RIS

ER

S @

6 7

/8"

EA

.

8' -

0"

A.1A A.2

MIN

.

6' -

8"

MA

X.

27"

4

A2-20

6

A.1 AA.2

5.6

LANDING

4' - 0"

13 TREADS @ 11" EA.

11' - 11"

LANDING

4' - 4"4"

ST

AIR

4' -

0"

1' -

5"

ST

AIR

4' -

0"

LA

ND

ING

9' -

5"

4' - 0"

DN

9

A2-20

1

A.1A A.2

1.4

LA

ND

ING

8' -

9"

ST

AIR

4' -

0"

9"

ST

AIR

4' -

0"

LANDING

4' - 0"

13 TREADS @ 11 " EA.

11' - 11"

CLEAR

4' - 3" 4"

DN

4' - 0"

4

A2-20

6

A.1 AA.2

5.6

11

' - 2

7/1

6"

21' - 9"

GYP 12' - 0"

9

A2-20

1

A.1A A.2

1.4

21' - 9"

10

' - 5

13

/16

"

GYP 12' - 0"

NOTE: ISOMETIRC SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. NOT INTENDED AS A CONSTRUCTION DOCUMENT.

NOTE: ISOMETIRC SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. NOT INTENDED AS A CONSTRUCTION DOCUMENT.

C

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ALL R

IGH

TS

RE

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

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nstu

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1825501

ENLARGEDSTAIR PLANS,

SECTIONS,DETAILS

CU

MM

ING

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1/4" = 1'-0"1

ENLARGED INTERIOR STAIR 01 PLAN - LEVEL 02 1/4" = 1'-0"

6ENLARGED INTERIOR STAIR 02 PLAN - LEVEL 02

1/4" = 1'-0"4

ENLARGED INTERIOR STAIR 01 SECTION 1/4" = 1'-0"

9ENLARGED INTERIOR STAIR 02 SECTION

1/4" = 1'-0"2

ENLARGED INTERIOR STAIR 01 PLAN - LEVEL 03 1/4" = 1'-0"

7ENLARGED INTERIOR STAIR 02 PLAN - LEVEL 03

1/4" = 1'-0"3

ENLARGED INTERIOR STAIR 01 - REFLECTED CEILING PLAN 1/4" = 1'-0"

8ENLARGED INTERIOR STAIR 02 - REFLECTED CEILING PLAN

5INTERIOR STAIR 01 ISOMETRIC

10INTERIOR STAIR 02 ISOMETRIC


42" HIGH GUARDRAIL. 5/8" DIA. STEEL BAR PICKETS. PAINTED.

1 1/2" O.D. X 13 GA. TUBING

1 1/2" X 11 GA. TUBE POSTS @ QUARTER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.

METAL END CAPS (TYP)

STAIR STRINGER. PAINTED.

4" O.C.

BL

IND

RA

IL H

EIG

HT

27" A2-30

8

BLIND RAIL WHERE REQUIRED

3"

42" HIGH GUARDRAIL. 5/8" DIA. STEEL BAR PICKETS. PAINTED.


1 1/2" X 11 GA. TUBE POSTS @ QUARTER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.METAL END CAPS (TYP)

METAL CLIP ANGLETO STRINGER

STAIR STRINGER. PAINTED.

4" O.C.

A2-30

8

3"


1 1/2" X 11 GA. TUBE POSTS @ QUARER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.


42" HIGH GUARDRAIL. 5/8" DIA STEEL BAR PICKET. PAINTED

3"

A2-30

8

4" O.C.

3' -

6"


1 1/2" X 11 GA. TUBE POSTS @ QUARER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.


42" HIGH GUARDRAIL. 5/8" DIA STEEL BAR PICKET. PAINTED

3"

A2-30

8

4" O.C.

1/2" VERT. PICKETS @ 4" OC MAX

STEEL STRINGER W/ FLANGES TURNED OUT - SEE STRUCTURAL

WELD CLIP ANGLE TO STEEL STRINGER

L3" X 3" X 1/4" X 8" LONG. WELD TO STRINGER AND SECURE TO CONCRETE -SEE STRUCTURAL

END AND BOTTOM PLATES TO MATCH STRINGER FLANGE SIZE (TYP)

EXPANSION BOLTS - SEE STRUCTURAL

3"

2"

STEEL ANGLE 3" X 2" X 3/16"WELD ANGLE TO STRINGERAND BOLT THROUGH BEAM- REFER TO STRUCTURALDRAWINGS

CONCRETE SLAB

EXTRUDED ALUMINUM TEE

SLAB EDGE ANGLE

CONCRETE DECK

PAINTED 1X2 WOOD TRIM

5/8" TYPE 'X' GWB

3/4" PLYWOOD SHEATHING

EXTRUDED ALUMINUM TEE

STEEL ANGLE 3" X 2" X 3/16" WELD ANGLE TO STRINGER AND BOLT THROUGH BEAM -REFER TO STRUCTURAL DRAWINGS

STEEL STRINGERS - REFER TO STRUCTURAL DRAWINGS

METAL CLIP ANGLE TO STEEL STRINGER

1/2"

SEALANT

SEALANT

PAINTED 2X10

SOFFIT

PRE-CAST CONCRETE TREAD W/ NON-SLIP SURFACE ATTACHEDTO STEEL BRACKETS @ STRINGERS: STAIRS TO HAVE CLOSED RISERS W/ NON-SLIP SURFACE (DESIGN FOR 100 PSF LIVE LOADS PLUS DEAD LOADS)

STEEL STRINGER, PAINTED

14 GAUGE BENT PLATE FROM STRINGER TO STRINGER AT ALL RISERS TO CREATE CLOSED RISERS AT ALL METAL STAIRS

7"

MA

X

2"

1" 10"

6" EQ 4' MAX EQ 4' MAX EQ 4' MAX EQ 4' MAX 6"

FROM RISER

1' - 0"

ONE TREAD

2' -

10

"

PAINT

WORKING LINENOSE TO TREAD

WORKING LINENOSE TO TREAD

2' -

10"

.

2 1

/4"

min

.

1 1

/2"

MA

X.

CLOSED END (SMOOTH)

1' - 0"

FIRST OR FINAL STAIRRISER

WALL BRACKET, PROVIDE BLOCKINGBEHIND FOR ATTACHMENT

CLOSED END (SMOOTH)

WOOD BLOCKINGAS REQUIRED

1 1/2" STEEL TUBE HANDRAIL, PAINTED

BASE PLATE AT MOUNTINGSUPPORT

MECHANICAL FASTENERS

TYPICAL WALL FINISH ASSEMBLY

3 1/

2" T

YP

PLAN

ELEVATION

CENTER RAIL ON STRINGER

1 1/2" X 1 1/2" T.S. SUPPORT RAIL

WELD RAIL TO STRINGER, PAINT

STEEL STAIR STRINGER

0' - 1 5/8"

BLOCKING AS REQUIRED

42" HIGH METAL GUARDRAIL TYP.

1 1/2" X 1 1/2" STEEL CLIPANGLE WELD TO TOP &BOTTOM OF STEEL FRAME& SECURE TO END WALLSW/ 3/8" X 4" LAG SCREWS@ O.C. MAX (PAINT)

EDGE OF STAIR LANDING BELOW

1 1/4"

WALL AS SCHEDULED, SEE PLANS

WELD 2 1/4" X 1/4" ST; STRAP"Z" BRACING TO STEEL STRINGER,SEE STRUCTURAL

STEEL STAIR STRINGER,SEE STRUCTURAL

PRECAST CONCRETE TREAD

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SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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0/2

020

1:4

1:2

0 P

ME

:\R

evit file

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50

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BL

DG

G_

20

18

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YP

83

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RK/SBC BP

1825501

STAIR DETAILS

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02/21/2020 REVISION 1 X

1/2" = 1'-0"1

STAIR SECTION @ BOTTOM LANDING

1/2" = 1'-0"2

STAIR SECTION @ INTERMEDIATE BOTTOM LANDING

1/2" = 1'-0"3

STAIR SECTION @ INTERMEDIATE. TOP OF LANDING

1/2" = 1'-0"4

STAIR SECTION @ TOP OF LANDING

1 1/2" = 1'-0"5

STAIR DETAIL & BASE

1 1/2" = 1'-0"6

STAIR DETAIL @ LANDING BOTTOM1

1 1/2" = 1'-0"7

STAIR DETAIL @ LANDING TOP1

3" = 1'-0"8

PRECAST CONCRETE TREAD DETAIL1

1/2" = 1'-0"10

HANDRAIL - ELEVATION

3" = 1'-0"11

HANDRAIL DETAIL AT ADJACENT WALL1

1 1/2" = 1'-0"12

NEWEL ATTACHMENT DETAIL1

1 1/2" = 1'-0"13

PLAN VIEW @ RAIL

3" = 1'-0"14

Z BRACING DETAIL


02/21/2020 Revision 1 1

.6'-8"

.4'-3

"

HORIZONTALLY POSITIONED RESCUE LITTER (6'-8"" X 2'-0") SHALL BE ACCOMMODATED IN THE PASSENGER ELEVATOR

ELEVATOR CAB

NOTE: DIMENSIONS INDICATED ARE CLEAR DIMENSIONS. ALL ELEVATORS MUST MEET THIS REQUIREMENT

6"

7' -

0"

1' - 0"

3' -

6"

5' -

0"

ELEVATOR DOOR

ELEVATOR HALL SIGNAL

4" X 4" RAISE AND BRAILLEFLOOR DESIGNATIONSON BOTH JAMBS

ELEVATOR DOOR FRAME

HALL CALL BUTTONS

PROVIDE ELEVATOR CALLBUTTONS IN AN ACCESSIBLE LOCATION - SEE FLOOR PLANS (A6 SERIES) FOR ADDITIONAL INFO

5"

1' - 11"

5"

4"

7"

1' -

2"

IN FIRE EMERGENCYDO NOT USE

ELEVATOR-USE EXIT STAIRS





2"

CMU HEADER - SEE STRUCTURAL FOR REINFORCING

5/8" TYPE 'X' GYP. BD. MECHANICALLYATTACHED TO STUDS

7/8" FURRING CHANNEL

SEALANT

ELEVATOR DOOR FRAME

7' -

0"

CLE

AR

O

PE

NIN

G

ELEVATOR DOOR FRAME

HEADER TRACK

FASCIA

ELEVATOR SHAFT

DOOR HANGER(NON METALLIC FACED ROLLERSWITH THRUST ROLLERS

CORRIDOR

MTL STUDS

1"

2"

CMU WALL

SEALANT

5/8" TYPE 'X' GYP. BOARD

ELEVATOR SHAFT

CORRIDOR

FLOOR DESIGNATION BELOW CENTERED IN FRAME WIDTH

MTL STUDS

HOISTWAYS

1. MINIMUM 3 SQUARE FEET VENTILATION TO OUTSIDE AIR (PER CAR) FOR HOISTWAYS OVER 3 FLOORS2. PROJECTIONS AND SETBACKS IN HOISTWAY MUST BE BEVELED AT 75 DEGREES OF HORIZONTAL3. 120V DUPLEX WATERPROOF OUTLET INSTALLED IN PIT 18" ABOVE FLOOR4. INCANDESCENT LIGHT FIXTURE WITH TRASH GUARD INSTALLED5. A RATE OF RISE HEAT DETECTOR INSTALLED IN EACH ELEVATOR HOISTWAY6. HOISTWAY DOORS AT EACH LEVEL TO BE NUMBERED ON INSIDE OF HOISTWAY.7. HOISTWAYS MUST BE FREE OF WIRE TIES, NAILS, ETC.8. METAL PIPE DRAIN IN PIT CONNECTED TO STORM SEWER OR SUMP PUMP WITH METALGRATING. GRATING MUST BE FLUSH WITH PIT FLOOR.9. SPRINKLER HEAD TO BE PROVIDED AT THE TOP AND BOTTOM OF EACH ELEVATOR HATCH (ONE PER BANK MIN) WHEN SPRINKLED BUILDING WITH SHUT OFF VALVE OUTSIDE HOISTWAY10. DIVIDER BEAMS, FOR MILTI-CAR HOISTWAYS, ARE TO BE LOCATED AT THE PIT, MACHINE ROOM AND AT EACH FLOOR LANDING11. THE MAXIMUM GUIDE RAIL SPAN IS 14'-0"

ELEVATOR CAR

1. TWO WAY COMMUNICATION PER ADA REGULATION IS TO BE INSTALLED. IF TELEPHONE IS USED LINE MUST BE TO OUTSIDE SOURCE OR TO BE MANNED 24 HOURS AT SECURITY DESK2. WORKING TELEPHONE OR INTERCOM TO BE PROVIDED IN EACH ELEVATOR CAR

FINISHES (IF APPLICABLE)

1. #4 STAINLESS FINISH FOR FRAME AND DOOR2. 3-FORM PANEL ON REAR WALL, LAMINATE PANELS ON SIDE WALLS3. NATURAL STONE TILE FLOORING4. 3" FLAT HANDRAIL5. STANDARD LIGHTING PACKAGE

ELEVATOR MACHINE ROOM (IF APPLICABLE)

1. ELEVATOR MACHINE ROOM SHALL BE TWO-HOUR FIRE RATED, IT SHALL HAVE A SPRINKLER AND AN AUTOMATIC DISCONNECTING MEANS FOR ELEVATOR POWER2. CLASS 'C' FIRE EXTINGUISHER TO BE IN MACHINE ROOM3. 110 VOLD AC CAR LIGHTING DISCONNECT IN MACHINE ROOM4. THREE PHASE FUSED DISCONNECT OR CIRCUIT BREAKER LOCATED IN MACHINE ROOM, SHALL BE CAPABLE OF BEING LOCKED IN THE OFF POSITION

ELEVATOR LOBBY (IF APPLICABLE)

1. EACH FLOOR TO HAVE SIGN SAYING 'IN FIRE EMERGENCY' DO NOT USE ELEVATOR USE EXIT STAIR2. SMOKE SENSING DEVICE TO BE PROVIDED IN EACH ELEVATOR LOBBY AND ASSOCIATED MACHINE ROOM WHEN ELEVATOR TRAVEL EXCEEDS 25'-0" ABOVE OR BELOW MAIN EGRESS3. FIREMAN'S EMERGENCY KEY BOX TO BE PROVIDED IN LOBBY.

CONTRACTOR INFORMATION

1. PASSENGER ELEVATORS SHALL BE RATED TO TRAVEL 150 FEET PER MINUTE FOR ALL UNITS SERVED.2. PROVIDE ELEVATOR CAB PROTECTION PADS FOR EACH ELEVATOR3. BASES OF DESIGN IS KONE ECOSPACE - 2500 AND 3500 LB.

ELEVATOR NOTES

CONCRETE SLAB

WATERSTOP

BENTONITE BELOW GRADE WATERPROOFING WITH PROTECTION BOARD

CONCRETE ELEVATOR PIT WALL. SEE STRUCTURAL DWGS.

CONCRETE FOOTING, SEE STRUCTURAL DWGS.

SUMP PIT IN CORNER OF ELEVATOR. 1/2" X 1 1/2" METAL GRATE OVER TOP SET IN LIP

PROVIDE LIGHT ABOVE LADDER

ELEVATOR LOBBY

S

1' - 6"

LADDER TO PIT 18" WIDE W/ 3" STRINGER CHAN. AND 3/8" STEEL CLIP ANGLE BRACKETS AT TOP AND BOTTOM ANCHOR BOLTS. RUNS TO BE 3/4" @ 12" O.C.

ELEVATOR SILL ANGLE

SILL ANGLE EMBEDED PLATE

SEE STRUCTURAL DWGS.

SUMP PITSEE MECH. FOR LOCATION,PROVIDE WATERPROOFINGAT ALL JOINTS INCONCRETE

WATERSTOP

5' -

0"

3' -

11

63/6

4"

MA

X

1' -

0 1

/16"

TY

P

1' -

0"

68' - 8"

METAL STUD FURRING

TOP OF SILL SUPPORT

FINISH FLOOR

FINISH FLOOR

8" CMU. WALL

CORRIDOR

ELEVATOR SHAFT

TOE GUARD

SEE STRUCTURAL FORANCHOR BOLTS

STEEL ANGLE FULLWIDTH OF HOIST

3"

DOOR FRAME BEYOND

ELEVATOR DOOR

FACE OF CAB

7" 1"

0"

SILL BY ELEVATOR MFR

SIGHT GUARD

11

A2-40

HOISTWAY WIDTH

8' - 4" MIN.

HO

IST

WA

Y D

EP

TH

7' -

6"

ME

AS

UR

ED

TO

OU

TS

IDE

FA

CE

OF

CM

U

8' -

9 1

/4"

MO2001

FO100

MO2001

MO2001

MO2001

11

A2-40

HO

IST

WA

Y D

EP

TH

7' -

6"

MIN

.

ME

AS

UR

ED

TO

OU

TS

IDE

FA

CE

OF

CM

U

8' -

9 1

/4"

HOISTWAY WIDTH

8' - 4" MIN.

MO2001

MO2001

FO130

MO2001

MO2001

FO100



TRUSS BRG1194' - 0"

PIT

5' -

0"

16

' -

0"

14

' -

0"

(7' - 6" MIN.)

7' - 6"

STEEL HOIST BEAM.SEE STRUCTURAL

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DISCLAIMER:

SEAL:

ISSUE

d e

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s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

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TLA

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A, G

A . 3

0350

PH

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1825501

ENLARGEDELEVATOR

PLANS,SECTIONS,

DETAILS

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1/2" = 1'-0"7

ELEVATOR CAB STRETCHER REQUIREMENT1

3/4" = 1'-0"8

ELEVATOR DOOR ELEVATION1

3" = 1'-0"10

ELEVATOR HALL SIGNALS1

3" = 1'-0"9

ELEVATOR HALL STATIONS1

3" = 1'-0"4

ELEVATOR HEAD DETAIL1 3" = 1'-0"

5ELEVATOR JAMB DETAIL1

3/4" = 1'-0"3

ELEVATOR PIT SECTION1

1 1/2" = 1'-0"6

SILL SUPPORT - TWO SPEED DOORS

1/4" = 1'-0"1

ENLARGED ELEVATOR PLAN - LOWER LEVEL

1/4" = 1'-0"2

ENLARGED ELEVATOR PLAN - UPPER LEVEL

1/4" = 1'-0"11

ELEVATOR SECTION


3

A.1

AG100BG100C

11

A2-40

ID2.00

1

2

16' - 9 5/8"

7' - 4 3/8" 9' - 5 1/4"

3' - 5" 3' - 0"

11 3/8"

1' - 3 5/8" 6' - 0" 2' - 1 5/8"

8' -

1 5

/8"

5' -

1"

5' -

10

"

19

' -

0 5

/8"

2 3

C

B

G213

MEN'S TOILETS

G211

JANITOR

21

' -

3"

ID2.006

ID2.00

7

ID2.00

4

ID2.00 3

G212

WOMEN'S TOILETS6' -

7 1

/4"

5' -

5 1

/4"

3' -

5 1

/4"

5' -

9 1

/4"

2' -

3"

4" 4"

4" 20' - 2" 4"

20' - 10"

6' - 5 1/4" 1' - 5 5/8" 5' - 4 3/16" 1' - 9 11/16" 5' - 9 1/4"

4' - 11 1/4" 5' - 3 7/8" 7 3/8" 4' - 6 7/8" 5' - 4 5/8"

20' - 10"

3' -

9"

17

' -

6"

5' - 7"

4"

4"

2' -

2 5

/8"

5' -

5 1

/4"

2' -

2 5

/8"

5' -

5 1

/4"

2 3

C

B

GYP 10' - 0"GYP 10' - 0"

EQ EQ

EQ

EQ

EQ

EQ

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ EQ EQ

REFER TO ID1.00

3

A.1

A

11

A2-40

GYP 10' - 0"

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ EQEQ EQ

CEILING MOUNTED HVAC

REFER TO ID1.00

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

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RK/SBC BP

1825501

ENLARGEDPLANS &

ELEVATIONS

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1/4" = 1'-0"1

MAIN LEVEL ENLARGED FLOOR PLAN 1/4" = 1'-0"

2UPPER LEVEL ENLARGED FLOOR PLAN

1/4" = 1'-0"11

UPPER LEVEL - REFLECTED CEILING PLAN 1/4" = 1'-0"

12MAIN LEVEL - REFLECTED CEILING PLAN




TRUSS BRG1194' - 0"

1

A5-01

G-W03G-W03G-W03G-W03G-W01G-W01G-W01G-W01G-W03G-W03G-W03G-W03

1 2 3 4 5 61.4 5.6

G100B

G100C

G103C

G104B

G105C

G102B

G101C

ELECTRICAL PANEL ZONE GAS METER ZONE

RIS

ER

RO

OM

G-W01

CAN-01DS-02

BR-11

ST-01

CS-02

DS-02 CAN-01ST-01 CS-02 MTL-04

CP-04 CP-04CP-04 CP-04 CP-04

FX-11FX-11FX-11FX-07FX-07FX-11FX-11

FX-03 FX-01 FX-01 FX-01 FX-01 FX-03BRS1-11

BRS1-11

BRT-11

MTL-04CAN-01CAN-01CAN-01

BRT-11

BRS1-11

BRR-11

BRS1-11

BRR-11

LINE OF 7'-4" MASONRY SCREENING WALL

LINE OF 7'-4" MASONRY SCREENING WALL



TRUSS BRG1194' - 0"

1

A5-01


123456 1.45.6

1

A5-10

2

A5-10

1

A5-11

27' - 4" 17' - 8" 3' - 8" 25' - 0" 3' - 8" 17' - 8" 3' - 8" 20' - 0"

CS-08

BR-11

FX-01

ST-01

CS-03

CO-13

CP-04

CP-04 FX-03CS-08CMT-36

G-W01

CMT-35CMT-36 CMT-37

G103B

G103A

G102A

G-W05 G-W05G-W04G-W04

G-W05G-W05

G104A

G101A

G201A

G-W05

G203

G-W05

G-W07

CMT-35

CMT-36

G-W07

G-W10 G-W08 G-W09

G-W09G-W08G-W10

G-W07 G-W07

G-W12

G-W11

G-W12

FX-03 FX-03 FX-03FX-01FX-01 FX-01

FX-07 FX-07 FX-14FX-14FX-14 FX-14 FX-14FX-14 FX-07 FX-07FX-14FX-14FX-14

FX-03FX-03

FX-14FX-14 FX-14

12

' -

0"

BRT-11

BRS1-11

BRS1-11BRR-11 CS-08BRS1-11BRS1-11 CS-08CS-08

BRT-11

ST-01 CS-03

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SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

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s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

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1825501

EXTERIORELEVATIONS

CU

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3/16" = 1'-0"1

BUILDING G -EAST ELEVATION

3/16" = 1'-0"2

BUILDING G - WEST ELEVATION

KEYNOTES

Key Value Keynote Text

BR-11 BRICK MODULAR

BRR-11 BRICK MODULAR - ROWLOCK

BRS1-11 BRICK MODULAR - SOLDIER 1 - 1/2" PROUD

BRT-11 BRICK MODULAR - STRETCHER BOND

CAN-01 HORIZONTAL METAL CANOPY

CMT-35 CEMENTITIOUS TRIM

CMT-36 CEMENTITIOUS PANEL

CMT-37 CEMENTITIOUS FASCIA

CO-13 PRECAST CORNICE

CP-04 METAL COPING

CS-02 CAST STONE ARCH

CS-03 CAST STONE WATERTABLE

CS-08 CAST STONE MEDALLION

DS-02 5X4 DOWNSPOUT

FX-01 ECLIPSE LIGHTING - TRITON, BOTTOM OF LIGHTING FIXTURES TO BE 8'-0"A.F.F. U.N.O.

FX-03 BASELITE SHADES - ROADHOUSE, BOTTOM OF LIGHTING FIXTURES TO BE8'-0" A.F.F. U.N.O.

FX-07 BASELITE SHADES - REGENT, BOTTOM OF LIGHTING FIXTURES TO BE 8'-0"A.F.F. U.N.O.

FX-11 BASELITE VAPOR JARS - BULKHEAD, BOTTOM OF LIGHTING FIXTURES TOBE 8'-0" A.F.F. U.N.O.

FX-14 BASELITE SIGN LIGHTS - CN14, BOTTOM OF LIGHTING FIXTURES TO BE8'-0" A.F.F. U.N.O.

MTL-04 WALL LOUVER - REFER TO MECH. DWGS.

ST-01 ROUGHCUT STONE




TRUSS BRG1194' - 0"

G-W03G-W03G-W03G-W01G-W01G-W01G-W01G-W03

G-W02 G-W01 G-W01

2

A5-01

DC.9CBA.1A A.2

1

A5-12

GS

T02A

BR-11

ST-01

CS-02

FX-14

G-W01

FX-14

FX-14

BR-11

CP-04 CP-04 CP-04

ST-01 CS-02

G-W06 G-W06

2

A5-12

FX-14FX-08

FX-03FX-03FX-03FX-03

G105B

G-W03G-W01G-W01G-W01G-W01G-W03G-W03G-W03

G-W01 G-W01 G-W02

2

A5-01

D C.9 C B A.1 AA.2

GS

T01A

FX-14

CP-04CP-04CP-04

ST-01

CS-03

BR-11

ST-01 CS-02

G-W01

FX-14 FX-14

G-W06G-W06

G101B

FX-03FX-03 FX-03FX-03

FX-08

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DISCLAIMER:

SEAL:

ISSUE

d e

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s t u

d i o

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e l l

1280 H

IGH

TO

WE

R T

RA

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TLA

NT

A, G

A . 3

0350

PH

ON

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EXTERIORELEVATIONS

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TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


3/16" = 1'-0"1

BUILDING G - NORTH ELEVATION

3/16" = 1'-0"2

BUILDING G -SOUTH ELEVATION

KEYNOTES


BR-11 BRICK MODULAR

CP-04 METAL COPING

CS-02 CAST STONE ARCH

CS-03 CAST STONE WATERTABLE


FX-08 BASELITE VAPOR JARS - HE1, BOTTOM OF LIGHTING FIXTURES TO BE 8'-0"A.F.F. U.N.O.


ST-01 ROUGHCUT STONE




TRUSS BRG1194' - 0"

1

A5-01

1 2 3 4 5 61.4 5.6

14

' -

0"

16

' -

0"

30

' -

0"

G204

TENANT G204

G203

TENANT G203

G202

TENANT G202

G103

TENANT G103

G102

TENANT G102

G104

TENANT G104

G105

TENANT G105

G101

TENANT G101

G201

TENANT G201



TRUSS BRG1194' - 0"

2

A5-01D C.9 C B A.1 AA.2

16

' -

0"

14

' -

0"

30

' -

0"

G103

TENANT G103

G202

TENANT G202

G200A

ELEV

G100A

ELEV

G100B

LOBBY

G206

TENANT G206

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

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.com

REVISION



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_20

18_

CF

ettes.r

vt

A5-01

RK/SBC BP

1825501

BUILDINGSECTIONS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


3/16" = 1'-0"2

BUILDING SECTION - 01

3/16" = 1'-0"1

BUILDING SECTION - 02


TRUSS BRG1194' - 0"

DC.9

ROOF MEMBRANE OVER INSULATION ON

SLOPED ROOF DECK

STEEL BEAM. SEE STRUCTURAL.

MARQUEE SIGNAGE

STRUCTURAL JOIST BEAMS AND DECKING.

SEE STRUCTURAL

8" METAL STUD HEADER

CONCRETE SLAB. SEE STRUCTURAL

EXTERIOR SIDEWALK. SEE CIVIL.

COMPACTED EARTH.

SLOPE AWAY

STEEL BEAM AND JOISTSEE STRUCTURAL



8" METAL STUDS @ 16" O.C. W/ BATT INSULATION


10

' -

8"

5' -

4"

3' -

4"

7' -

4"

7' -

4"

CONCRETE SLAB ATOP OF METAL DECK.

SEE STRUCTURAL.

3 5/8" METAL STUDS @ 16" O.C.

34

' -

0"

ANGLED WALL BEYOND

SLAB LEAVE OUT AREA.

A6-10

6

A6-10

9

SHELF ANGLE. SEE STRUCTURAL.

CONCRETE FOOTING. SEE STRUCTURAL

CP-04

BRS1-11

BR-11

CS-08

BRS1-11

FX-01

BRR-11

CMT-35

CMT-36

CMT-36

ALUMINUM CLAD WOOD WINDOWS. SEE LEGEND FOR DETAILS

G-W11

G-W01




TRUSS BRG1194' - 0"

DC.9

ROOF MEMBRANE OVER INSULATION ON SLOPED ROOF DECK

METAL RAILING AT BALCONY


EXTERIOR WALL - SEE ELEVATIONS FOR FINISH

STRUCTURAL JOISTS AND DECKING. SEE STRUCTURAL




STEEL DOOR FRAME -PAINT.

SLOPE AWAY






10

' -

8"

R.O

.5

' -

4"

10

' -

8"

R.O

.5

' -

4"

BRICK VENEER PILASTERBEYOND

STONE BASE BEYOND

A6-10

5

A6-10

3


32

' -

0"

COMPACTED EARTH.

CONCRETE FOOTING. SEE STRUCTURAL


CP-04

BRS1-11

CP-04

BRS1-11

FX-03

BRS1-11

FX-14

G104A

DOUBLE DOOR W/TRANSOM. SEE

SCHEDULE FOR DETAILS



G203

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

:36

PM

C:\U

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ente

r_B

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G G

_20

18_

CF

ettes.r

vt

A5-10

RK/SBC BP

1825501

WALLSECTIONS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


1/2" = 1'-0"1

WALL SECTION @ WEST ELEVATION 1/2" = 1'-0"

2WALL SECTION @ WEST ELEVATION 2

1AISOMETRIC SECTION - 01

2AISOMETRIC SECTION - 02


KEYNOTES


BR-11 BRICK MODULAR

BRR-11 BRICK MODULAR - ROWLOCK




CP-04 METAL COPING


FX-01 ECLIPSE LIGHTING - TRITON, BOTTOM OF LIGHTING FIXTURES TO BE 8'-0"A.F.F. U.N.O.




TRUSS BRG1194' - 0"

DC.9


SLOPED ROOF DECK



BRICK SOLDIER COURSING

STRUCTURAL JOISTS SEE STRUCTURAL




SLOPE AWAY

COMPACTED EARTH.



METAL STUD CURVED HEADER/CURVED STEEL

TUBE W/ BRICK LINTEL


4" METAL STUDS @ 16" O.C.

CONCRETE FOOTING.SEE STRUCTURAL

CONCRETE SLAB ATOP OF METAL DECK. SEE STRUCTURAL.


A6-10

10

A6-10

7

8' -

6"

9' -

6"

R.O

.4

' -

0"

12

' -

0"

R.O

.

34

' -

0"

BRS1-11

CS-08

BR-11

CMT-35

FX-14

CMT-36

CMT-35

FX-07



G105A

G-W08

ALUMINUM CLAD WOOD WINDOWS, FIXED. SEE LEGEND FOR DETAILS

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

:40

PM

C:\U

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min

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ity C

ente

r_B

LD

G G

_20

18_

CF

ettes.r

vt

A5-11

RK/SBC BP

1825501

WALLSECTIONS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


1/2" = 1'-0"1

WALL SECTION @ WEST ELEVATION 031A

ISOMETRIC SECTION @ WEST ELEVATION 03


KEYNOTES


BR-11 BRICK MODULAR





FX-07 BASELITE SHADES - REGENT, BOTTOM OF LIGHTING FIXTURES TO BE 8'-0"A.F.F. U.N.O.




TRUSS BRG1194' - 0"

6

ROOF MEMBRANE OVER INSULATION ON SLOPED

ROOF DECK




STRUCTURAL JOISTS AND DECKING. SEE

STRUCTURAL




SLOPE AWAY

COMPACTED EARTH.

BRICK SOLDIER COURSE





8" METAL STUDS @ 16" O.C. W/ BATT

INSULATION

8" METAL STUDS @ 16" O.C. W/ BATT

INSULATION


CONCRETE SLAB ATOP OF METAL DECK. SEE

STRUCTURAL.


A6-10

8

A6-10

1


5' -

4"

7' -

4"

R.O

.4

' -

0"

6' -

0"

7' -

4"

R.O

.2

' -

0"

32

' -

0"

CP-04

BRS1-11

CP-04

BRS1-11

G-W01

G-W01





TRUSS BRG1194' - 0"

6

A6-10

4

A6-10

2


SLOPED ROOF DECK



STRUCTURAL JOISTS AND DECKING. SEE

STRUCTURAL




SLOPE AWAY

COMPACTED EARTH.








CONCRETE SLAB ATOP OF METAL DECK. SEE

STRUCTURAL.



7' -

4"

7' -

4"

R.O

.7

' -

4"

12

' -

0"

R.O

.

34

' -

0"

CP-04

BRS1-11

BR-11

BRS1-11

FX-03

BRS1-11

G-W03


ALUMINUM CLAD WOOD DOUBLE DOOR W/TRANSOM. SEE SCHEDULE FOR DETAILS

G105B

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

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PM

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ente

r_B

LD

G G

_20

18_

CF

ettes.r

vt

A5-12

RK/SBC BP

1825501

WALLSECTIONS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


1/2" = 1'-0"1

WALL SECTION @ NORTH ELEVATION 01 1/2" = 1'-0"

2WALL SECTION @ NORTH ELEVATION 02

1AISOMETRIC SECTION @ NORTH ELEVATION 01

2AISOMETRIC SECTION @ NORTH ELEVATION 02


KEYNOTES


BR-11 BRICK MODULAR


CP-04 METAL COPING


6EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING

SELF ADHERING FLEXIBLE MEMBRANE FLASHING; LAP OVER METAL FLASHING

STEEL LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLOR

MORTAR NET

INSTALL 24 GA. GALV. METAL THRU WALL FLASHING

TERMINATION BAR

CELL VENT WEEPS @ 24" O.C. THROUGH WALL FLASHING

SOLDIER COURSE


8" METAL STUDS

ALUMINUM CLAD WOOD WINDOW

2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.

TRUSS BRG1194' - 0"

C.9

TPO ROOFING MEMBRANE

RIGID INSULATION

METAL DECKING

ROOF DECKING

STRUCTURAL JOISTS AND DECKING. SEE STRUCTURAL

STRUCTURAL BEAM. SEE STRUCTURAL

8" METAL STUDS

EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING

EXTERIOR BRICK BEYOND

PREFINISHED METAL CAP FLASHING

WEATHER BARRIER

RIGID INSULATION

8" METAL STUDS W/ BATT INSULATION

COVER BOARD

CORROSION RESISTANT MASONRY VENEER TIE / ANCHOR

PLAN - LEVEL 31180' - 0"

DC.9


CONCRETE SLAB ON METAL DECK.

SOLDIER COURSE

RIGID INSULATION

WEATHER BARRIER


GUARD RAIL ASSEMBLY

2X4 P.T. BLOCKING

1/2"

BALCONY DOOR

BRICK VENEER BEYOND

BREAK METAL FLASHING


PLAN - UPPER LEVEL1180' - 0"PLAN - LEVEL 31180' - 0"

D

METAL CAP FLASHING

WEATHER BARRIER

8" METAL STUDS


EXTERIOR SHEATHING



8" METAL STUDS

PRE MANUFACTURED CORNICEPROFILE, EDON CR 516

CEMENTITIOUS PANEL

TPO ROOFINGMEMBRANE



MORTAR NET


TERMINATION BAR

CELL VENT WEEPS @ 24" O.C.

CONTINUOUS BEAD OF SEALANT ABOVE TERMINATION BAR


8" METAL STUDS

8" HEADER STUD

WEATHER BARRIER

RIGID INSULATION

8X2 CHANNEL FASCIA

CEMENTITIOUS PANEL

5/4X4 CEMENTITIOUS TRIM

ROOF DRAIN. SEEROOF PLAN

EMERGENCY OVERFLOW DRAIN.SEE ROOF PLAN

SLOPE

1/4"/FT

SLOPE

1/4"/FT

RECESSED CAN LIGHT.SEE ELECTRICAL

SOFFIT VENTS

TPO ROOFINGMEMBRANE

RGID INSULATION

METAL DECKING

D

TPO ROOFING MEMBRANE

RIGID INSULATION

8" METAL STUDS EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING

WEATHER BARRIER

COVER BOARD

3/4"

3/4"

3/4"

SOLDIER COURSE

SOLDIER COURSE

EXTERIOR SHEATHING

PREFINISHED METAL CAP FLASHING

RIGID INSULATION

STRUCTURAL TUBE. SEE STRUCTURAL

STRUCTURAL PARAPET SUPPORT. SEE STRUCTURAL


TPO OVER PARAPET TYP,


D

RIGID INSULATION

WEATHER BARRIER

CEMENTITIOUS PANEL








BRICK VENEER BEYOND


D

BRICK VENEER BEYOND

8" METAL STUDS



MORTAR NET


TERMINATION BAR



SOLDIER COURSE

4" METAL STUDS

RIGID INSULATION

WEATHER BARRIER


8" HEADER STUD

ALUMINUM CLAD DOOR

PLAN - MAIN LEVEL1164' - 0"PLAN - LEVEL 21164' - 0"

6

STONE VENEER BEYOND

ALUMINUM CLAD DOOR

SLOPED PRECAST CAP BEYOND

SLAB ON GRADE. SEESTRUCTURAL

BRICK VENEER BEYOND

SLOPE AWAY


COMPACTED EARTH

PLAN - MAIN LEVEL1164' - 0"PLAN - LEVEL 21164' - 0"

6

4" CMU WALL

STONE VENEER

RIGID INSULATION

WEATHER BARRIER



SLOPED PRECAST CAP

EXTERIOR SHEATHING

SLAB ON GRADE. SEESTRUCTURAL

SOLID GROUT FILLEDBELOW GRADE. TYP.

7"

SLOPE AWAY


COMPACTED EARTH


6


RIGID INSULATION

WEATHER BARRIER

8" METAL STUDS



MORTAR NET


TERMINATION BAR



SOLDIER COURSE



EXTERIOR SHEATHING

C

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ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

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.com

REVISION



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01

9 4

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PM

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G G

_20

18_

CF

ettes.r

vt

A6-10

RK/SBC BP

1825501

SECTIONDETAILS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


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

SECTION DETAIL 2 @ NORTH ELEVATION 1 1/2" = 1'-0"

5SECTION DETAIL 5 @ WEST ELEVATION

1 1/2" = 1'-0"3

SECTION DETAIL 3 @ WEST ELEVATION

1 1/2" = 1'-0"9


1 1/2" = 1'-0"6


1 1/2" = 1'-0"10


1 1/2" = 1'-0"7


1 1/2" = 1'-0"4

SECTION DETAIL 4 @ NORTH ELEVATION 1 1/2" = 1'-0"

1SECTION DETAIL 1 @ NORTH ELEVATION

1 1/2" = 1'-0"8

SECTION DETAIL 8 @ NORTH ELEVATION


TOP OF CONCRETE

FIBER CEMENT LAP SIDING ATTACHED TO VERTICAL "Z"

GIRT SYSTEMCONTINUOUS PERIMETER

SEALANT

SELF-ADHERED MEMBRANE FLASHING LAP

OVER METAL THRU-WALL FLASHING

5/4 CEMENTITIOUS TRIM

MORTAR NET

FLASHING & WEEP VENT



CORROSION RESISTANT MASONRY VENEER TIE /

ANCHOR

MASONRY VENEER

METAL THRU-WALL FLASHING

SELF-ADHERED MEMBRANE FLASHING

8" METAL STUD AT EXTERIOR

- SEE ARCH PLANS- REFER TO STRUCTURAL

SE

E E

LE

VA

TIO

NS

FO

R C

OU

RS

ING

DIM

EN

SIO

N

CONCRETE SLAB - REFER TO STRUCTURAL

PREFINISHED METAL THRU-WALL FLASHING

SLOPED BRICK ROWLOCK COURSE

TERMINATION BAR & SEALANT

BROOM FINISH CONCRETESIDEWALK PAD, -SEE CIVIL

DWGS. FOR GRADE ELEVS.

15

.00°

SOLID GROUT FILLED BELOW SLAB TYP.

7" U.N.O.

TOP OF CONCRETE


ANCHOR

STONE VENEER




SE

E E

LE

VA

TIO

NS

FO

R C

OU

RS

ING

DIM

EN

SIO

N

SLOPED PRECAST CAP

TOP OF CONCRETE

MORTAR NET





CONCRETE SLAB - REFER TO STRUCTURAL




BRICK VENEER. SEE ELEVATIONS

TOP OF CONCRETE

FIBER CEMENT LAP SIDING ATTACHED TO VERTICAL "Z"

GIRT SYSTEM

CONTINUOUS PERIMETER SEALANT



STARTER STRIP

MORTAR NET





ANCHOR

MASONRY VENEER





SE

E E

LE

VA

TIO

NS

FO

R C

OU

RS

ING

DIM

EN

SIO

N

PREFINISHED METAL THRU-WALL FLASHING

TERMINATION BAR & SEALANT



SLOPED PRECAST CAP

CONCRETE SLAB.- REFER TO STRUCTURAL


BRICK VENEER. SEE ELEVATIONS

STEEL COLUMN -SEE STRUCTURAL

DRAWINGS

BRICK VENEER

GALVANIZED METAL AND ADJUSTABLE

MASONRY VENEER ANCHOR

SEE WATERPROOFING DETAILS FOR LAYERING

OF WEATHER RESISTANT BARRIER AND COATS

WEATHER RESISTANT BARRIER (CONTINUOUS

AROUND CORNER) OVER EXTERIOR

SHEATHING OVER 8" MTL. STUD FRAMING

INTERIOR

EXTERIOR

7" U.N.O.

COL.

COL.

METAL STUD FRAMING W/ BATT

INSULATION

RIGID INSULATION

1" AIR SPACE MIN. (TYP. ALL BRICK

VENEER CAVITIES.STEEL COLUMN -SEE STRUCTURAL DRAWINGS

INTERIOR

EXTERIOR

BRICK VENEER BELOW.SEE ELEVATIONS.

FIBER CEMENT SIDING OVER Z-GIRT- SEE ELEVATIONS

METAL STUD FRAMING- REFER TO STRUCTURAL

COL.

COL.

5/4 CEMENTITIOUS TRIM

C

dw

ell

desig

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tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



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01

9 4

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PM

C:\U

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ente

r_B

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G G

_20

18_

CF

ettes.r

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A6-11

RK/SBC BP

1825501

SECTIONDETAILS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


3" = 1'-0"1

ENLARGED DETAIL - MATERIAL TRANSITION - BRICK TO SIDING 3" = 1'-0"

3ENLARGED DETAIL - MATERIAL TRANSITION - BRICK W/ PRECAST

3" = 1'-0"2

ENLARGED DETAIL - MATERIAL TRANSITION - PRECAST TO SIDING

1 1/2" = 1'-0"5

ENLARGED PLAN DETAIL AT COLUMN - BRICK 1 1/2" = 1'-0"

6ENLARGED PLAN DETAIL AT COLUMN - CEMENTITIOUS


HEAD HEIGHT

CONTINUOUS SEALANT AROUND BACK PLATE PERIMETER

HANGER ROD BACK PLATE


TIE ROD AND COMPONENTS- BY OTHERS

1' -

4"

METAL STUD BLOCKING-SEE STRUCT.

SQ

UA

RE

7"

WRAP BOLT IN NONCORROSIVE PIPE SLEEVE

ARCHITECTURAL WINDOW SYSTEM

CONTINUOUS BACKER ROD AND SEALANT

SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.

METAL STUD FRAMING HEADER OR STRUCTURAL

STEEL TUBE- REFER TO STRUCTURAL

FIBER CEMENT SIDING- SEE ELEVATIONS


HEAD HEIGHT

METAL STUD FRAMING HEADER OR STRUCTURAL STEEL TUBE- REFER TO STRUCTURAL


INSTALL 24 GA. GALV. PRE-FINISHED METAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICAL LEG OF FLASHING; LAP WEATHER BARRIER OVER FLASHING TAPE

SELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER GALVANIZED METAL FLASHING

SELF - ADHERING MEMBRANE FLASHING

FIBER CEMENT SIDING- SEE ELEVATIONS





HANGER ROD BACK PLATE


TIE ROD AND COMPONENTS- BY OTHERS

1' -

4"

METAL STUD BLOCKING-SEE STRUCT.

SQ

UA

RE

7"

WRAP BOLT IN NONCORROSIVE PIPE SLEEVE

SELF ADHERING FLEXIBLE MEMBRANE FLASHING

STEEL LOOSE LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLOR

SEALANT


HEAD HEIGHT

METAL STUD FRAMING HEADER - REFER TO

STRUCTURAL

BRICK VENEER COURSE



7" U.N.O.

C

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ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

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esig

nstu

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.com

REVISION



/20/2

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C:\U

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1825501

SECTIONSAND DETAILS

CU

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3" = 1'-0"1

CANOPY TIE ROD - CONNECTION AND PLATE DETAIL - CEMENTITIOUS

3" = 1'-0"2

HEAD DETAIL - FIBER CEMENT SIDING AT PREFAB CANOPY

3" = 1'-0"3

CANOPY TIE ROD - CONNECTION AND PLATE DETAIL - BRICK


STRUCTURAL STEEL COLUMN- REFER TO STRUCTURAL

STRUCTURAL STEEL BEAM- REFER TO STRUCTURAL

ROOF ASSEMBLY OVER STRUCTURAL STEEL- REFER TO STRUCTURAL

WEATHER RESISTANT BARRIER, WRAP OVER EXTERIOR GYP BOARD

STRUCTURAL STEEL ANGLE- REFER TO STRUCTURAL

STRUCTURAL STEEL JOIST- REFER TO STRUCTURAL

METAL FRAMING SLIP TRACK - TOP AND BOTTOM OF WALL- TYPICAL- ANCHOR- REFER TO STRUCTURAL

EXTERIOR FINISH- SEE ELEVATIONS

RE

FE

R T

O S

TR

UC

TU

RA

L F

OR

KIC

KE

R L

OC

AT

ION

S A

ND

AS

SE

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E E

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VA

TIO

NS

/SE

CT

ION

S F

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PA

RA

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T H

EIG

HT

S

TRUSS BEARING

SEE ARCH / REFER TOSTRUCTURAL

ROOF KICKER ASSEMBLY OVER METAL FRAMING (WHERE APPLICABLE)- REFER TO STRUCTURAL FOR KICKER LOCATIONS- REFER TO STRUCTURAL FOR KICKER ASSEMBLY- MAINTAIN MINIMUM RIGID INSULATION REQUIREMENTS TO EXTERIOR WALL ASSEMBLY- WRAP TPO MEMBRANE UP KICKER AND OVER PARAPET ASSEMBLY

PREFINISHED METAL COPING- EXTEND DOWN PARITION 4" MINIMUM

0' -

4"

TPO MEMBRANE- WRAP OVER PARTITION AND DOWN EXTERIOR FACE OF WALL- EXTEND DOWN 4" MINIMUM

WEATHER RESISTENT BARRIER- EXTEND UP AND OVER PARTITION

HSS STEEL TUBE. SEE STRUCTURAL.

T.P.O. ROOF MEMBRANE

PLYWOOD ROOF SHEATHING

PREMANUFACTURED K-SERIES JOIST - R.T.S.

WOOD CANT STRIP

2X10 P.T. WOOD

REMOVABLE SHEET METAL COUNTERFLASHING

MIN. 4" CLEARANCE FROM PIPE TO TOP OF CURB & MIN. 2" BETWEEN PIPES

SLOPE PIPES DOWN & AWAY FROM HOOD

SLOPED SHEET METAL HOOD/ ENCLOSURE

2' -

4"

INSULATE VOID TO PREVENT CONDENSATION

SHEET METAL OR FLEX TUBE COLLARAS NEEDED

SHEET METAL FLASHING RECEIVER

FASTENERS @ 8" O.C.

MIN. OF 2 HIGH DOMED, CAPPED & GASKETED FASTENERS 18" O.C. PER SIDE

BATT INSULATION

4"

2"

NOTE:FRAMING SHOWN IS FOR REFERENCE ONLY- SEE PLANS, SECTIONS, PARTITION SCHEDULE FOR WALL / FLOOR / CEILING ASSEMBLY TYPES- REFER TO STRUCTURAL

THROUGH-WALL SCUPPER

.32" PREFINISHED ALUMINUM DECORATIVEFLANGE (1 1/2" WIDE) W/ PERIMETER SEALING

SEAL UP TURNED LEGOF SCUPPER SLEEVE

PREFINISHED SHEET METAL DOWNSPOUT W RADIUSEDELBOWS AS REQ'D - ROUTEDOWN WALL AS REQ'D TO MISS WINDOWS & PROVIDEW/ ADEQUATE STRAP SUPPORTS

MIN. SLOPE1/8" PER FT.

TURN SCUPPER SLEEVE UNDER DECORATIVE FLANGE

URETHANE SEALANT

PREFINISHED SHEET METAL LEADER BOX - CONNECT TO SCUPPER SLEEVE & PROVIDE OUTLET FOR DOWNSPOUT.

REFER TO ROOF PLANS FOR ROOF DRAINAGE CALCULATIONS AND SCUPPER/DOWNSPOUT SIZES.

SECONDARY/EMERGENCY ROOF SCUPPERS TO BE LOCATED SEPARATELY FROM PRIMARY SYSTEM. REFER TO ELEVATIONS FOR LOCATIONS.

A

A

SECTION A-A

SEAM AT TOP OR UPPER CORNER OF SCUPPER SLEEVE

CLEAN SURFACES & APPLY BACKER ROD& SEALANT AROUND PENETRATION

24 GAGE GALV.SHEET METAL

2"

3"

SET FLANGE AGAINST EXTERIORWALL IN A BED OF ASPHALTIC MASTIC

ADHERE ROOF MEMBRANE TO SCUPPER FLANGE

RADIUS CORNER

USE RING SHANK NAILS AT NAILER

SLOPE TO MATCH FIBER CANT

PREFABRICATE & SOLDER ALL SHEET METAL JOINTS

NOTE:FRAMING SHOWN IS FOR REFERENCE ONLY- SEE PLANS, SECTIONS, PARTITION SCHEDULE FOR WALL / FLOOR / CEILING ASSEMBLY TYPES- REFER TO STRUCTURAL

STRUCTURAL STEEL BEAM- REFER TO STRUCTURAL

ROOF ASSEMBLY OVER STRUCTURAL STEEL- REFER TO STRUCTURAL

WEATHER RESISTANT BARRIER, WRAP OVER EXTERIOR GYP BOARD

EXTERIOR FINISH- SEE ELEVATIONS

PREFINISHED METAL COPING- EXTEND DOWN PARITION 4" MINIMUM

0' -

4"

TPO MEMBRANE- WRAP OVER PARTITION AND DOWN EXTERIOR FACE OF WALL- EXTEND DOWN 4" MINIMUM

WEATHER RESISTENT BARRIER- EXTEND UP AND OVER PARTITION

HSS STEEL TUBE. SEE STRUCTURAL.

0' - 3 1/2" 0' - 6"

0' - 3 1/2"

1"

TURN AND HOLD AS TIGHT AS POSSIBLEMETAL DRAIN PIPE TO UNDERSIDE OF STRUCTURAL STEEL BEAM AND ON INSIDEOF STRUCTRUAL STEEL COLUMN

HOLD TIGHT AS POSSIBLE TO COL. & BEAM

V.I.F. LOCATION

STEEL OR CAST IRON PIPE SLEEVE ANCHORED TO METAL DECK PRIORTO POUR OF CONCRET FLOOR

APPROXIMATE OUTLINE OF STEEL OR CAST IRON DOWNSPOUT PIPING WITH ELBOWS TOMAKE NECESSARY TURNS AT SECOND FLOORTERRACE DECK PENETRATION IN SLAB, V.I.F.

0' - 4" 0' - 4"

8"

MIN

.

7"MIN.

6"MIN.

20" MIN.2'-0"20" MIN.

3" MIN.

SE

ES

EC

TIO

N

PLAN

FLEXIBLE FLASHING ADHERED WITHMASTIC - BY ROOFING MANUFACTURER.SEAL TOP OF OF FLASHING WITHMANUFACTURER RECOMMENDED JOINTSEALANT. IF REQUIRED, PROVIDE FIRERETARDANT TREATED PLYWOOD BUILDOUT FOR NON-TUBE OR NON-PIPE SHAPES.

INTEGRAL FLASHING IN ROOF CURB

ROOF MEMBRANE OVER RIGID FOAMINSULATION OVER EXTERIOR GRADEPLYWOOD ROOF DECK. SEE ROOF PLANFOR INSULATION R VALUE. SEESTRUCTURAL DRAWINGS FOR ROOFFRAMING, ADDITIONAL OPENING FRAMING MAY BE REQUIRED.

ROOF OPENING FRAMING -SEE STRUCTURAL

PLYWOOD DECK - SEE STRUCTURAL

FULLY INSULATED ROOF HATCH ANDCURB. HATCH SHAL BE SHOP PRIMED AND FIELD PAINTED.

FOR LADDERS OVER 20FT IN HEIGHT,PROVIDE OSHA COMPLIANT STEEL STRAP SAFETY CAGE. BOTTOM OF CAGE SHALL BE 8'-0" A.F.F. CONTRACTOR SHALL CONFIRM HEIGHTS DURING BIDDING.

LADDERUPSAFETY

POST,OR EQUAL

24" WIDE STEEL LADDER

2"Wx1/4"THK STEEL SIDE RAILS. ROUND TOP SIDE RAIL. RAIL SHALL EXTEND TO FLOOR BELOW.

2"Wx1/4" BENT STEELPLATE WALL ANCHORS AT 6FT O.C. MAX.

1"D SLIP-RESISTANTSTEEL ROD AT 12" O.C.

SCHEDULED WALL - SEE WALL TYPES

PROVIDE 3/4" FIRE-TREATEDPLYWOOD BLOCKING INSIDE WALL

CONSTRUCTION FOR FULL LADDERHEIGHT. PLYWOOD SHALL EXTEND

20" MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER

CONTRACTOR SHALL COORDINATE ALL WALL BLOCKING/FRAMING FOR

WALL ANCHOR SUPPORTS

SECTION

SCHEDULED WALL - SEE WALL TYPES

2"Wx1/4"THK GALV. STEEL SIDE RAILS. ROUND TOP SIDE RAIL. RAIL SHALL EXTEND TO FLOOR BELOW.

2"Wx1/4" GALV. BENT STEELPLATE WALL ANCHORS AT 6FT O.C. MAX.

1"D SLIP-RESISTANT GALV. STEEL ROD AT 12" O.C.

MIN. (3) CONT. 2x6FIRE-TREATED WOODBLOCKING SECUREDBETWEEN (2) 2x6 STUDS.CONTRACTOR SHALLCOORDINATE BLOCKINGREQUIREMENTS WITHFABRICATOR

PROVIDE 3/4" FIRE-TREATEDPLYWOOD BLOCKING INSIDE WALL

CONSTRUCTION FOR FULL LADDER HEIGHT. PLYWOOD SHALL

EXTEND 20" MIN. HORIZONTALLY, AT EACH SIDE OF THE LADDER

2x6 FIRE-TREATED WOOD BLOCKING AT PERIMETER OF ROOF

HATCH

1/2" FINISH GRADE PLYWOODSHEATHING AT PERIMET OF

ROOF HATCH

FOR LADDERS OVER 20FT IN HEIGHT,PROVIDE OSHA COMPLIANT STEEL

STRAP SAFETY CAGE. BOTTOM OF CAGE SHALL BE 8'-0" A.F.F. CONTRACTOR

SHALL CONFIRM HEIGHTS DURING BIDDING.

C

dw

ell

desig

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tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

:54

PM

C:\U

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18_

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ettes.r

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A6-40

RK/SBC BP

1825501

ROOF DETAILS

CU

MM

ING

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

ENLARGED DETAIL - ROOF PARAPET DETAIL

1 1/2" = 1'-0"3

LINE SET HOOD DETAIL

1 1/2" = 1'-0"4

SCUPPER AND LEADER BOX (BLDG. A, D, E, F, G, H.)

12" = 1'-0"5

TYP. THERMOPLASTIC MEMBRANE

3" = 1'-0"6

ENLARGED DETAIL @ DOWNSPOUT/DRAIN HEAD

1" = 1'-0"2

TYP. ROOF HATCH & ROOF ACCESS LADDER DETAILS (BLDG F,G,H,J)


CONTINUOUS THROUGH-WALL FLASHING

TOOLED POLYURETHANE SEALANT

SHEET METAL REGLET

FASTENERS @ 24" O.C.

REMOVEABLE SHEET METALCOUNTERFLASHING

SEAL TOP OF FLASHING WITH A 3-COURSE OF VERTICAL GRADE ROOF CEMENT ANDREINFORCEMENT FABRIC

MEMBRANE BASE FLASHING

ROOF MEMBRANE

FASTENERS @ 8" O.C.

RIGID INSULATION

FIBER CANT

P.T. WOOD NAILERS

RECESSED ANCHOR BOLTS @ 24" O.C.

ROOF DECK & STL ANGLE - SEE STRUCTURAL

TAPERED INSULATION TO DRAIN

WALL FINISH - SEE SCHEDULE

1' -

0"

(18 GA.) METAL STUDS

ALUM. THRESHOLD

WALL. SEE PLAN

SEALANT

FASTENER

SHEET METALCOUNTERFLASHING

TERMINATOR BAR

BONDING ADHESIVE

CAP SHEET


FIBER CANT

P.T. WOOD NAILERS

LAP SEALANT

BUILT-UP ROOFING

STEEL ROOF DECK

RIGID INSULATION

TPO STRIP FLASHING

POLYMER COATED SHEET METAL CLOSURE~MATERIAL TO MATCH ROOF EDGE FASCIA~EXTEND BENEATH COUNTERFLASHING AND POLYMER-COATED DRIP EDGE. SECURE TO WALL AND ROOF EDGE NAILER

PREFINISHED SHEET METAL COUNTERFLASHING

SEAL FLASHING BELOW METAL COVER

POLYMER COATED DRIP EDGE

NOTES:1) MEMBRANE AND BASE FLASHING OMITTED FROM DETAIL FOR CLARITY.

2) PAINT PRESSURE BARS TO MATCH PREFINISHED METAL.

INTERMITTENT PRESSURE BAR 1" X 2" LONG X 1/8 " THICK WITH FASTERNER AT 8" O.C.

PROVIDE CLOSURE

BUTYL TAPE AND SEALANT UNDERNEATH

RIGID INSULATION

ROOF MEMBRANE

LAP SEALANT


GALVANIZED METAL CAP

SEAL ALL JOINTS AT SCREWS

PRE-FAB METAL EQUIP. SUPPORT CURB;INTERNALLY REINFORCED; LOCATE TO BE SUPPORTED BY BEAMS (MIN. 2") @ PANEL POINTS OF BAR JOISTS ( MIN. 2")

NOTE: SECURE SUPPORT TO STRUCTURETO WITHSTAND WIND LOADS

5/8" FIRE RATED GWB

P.T. WD CANT

WOOD NAILER

METAL DECKING

PROVIDE 2x P.T. BLOCKING CUT FOR SLOPE

CONTINUOUS CLEAT

CONTINUOUS SEALANT

3 5/8" METAL STUD FURRING

CONTINUOUS SEALANT

ROOFING MEMBRANE ADHERED TO 5/8" EXTERIOR

GRADE PLYWOOD SHEATHING

PRE-FINISHED METAL COPING

CEMENTITIOUS SIDING - SEE FINISH EXTERIOR SCHEDULE

AIR AND MOISTURE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING

8' METAL STUD - SEE STRUCT. DWGS.

SEALANT

1/4" MIN. CLEARANCETO RAIN COLLAR

MEMBRANE BASEFLASHING

STRUCTURAL FRAME

STEEL PIPE COLUMN

STAINLESS STEELCLAMPING RING

WATERTIGHT SHEET METALRAIN COLLAR OVERLAPPINGFLASHING COLLAR BY 3" MIN.

SHEET METAL FLASHINGCOLLAR MIN. OF 8" ABOVEROOFING

1/4" MIN. CLEARANCEBETWEEN FLASHING COLLARAND SUPPORT

ROOF CEMENT OR SEALANTAT PENETRATION TOMEMBRANE JUNCTURE

RIGID INSULATION

ROOF DECK

ROOF MEMBRANE

6" MIN. FLANGE - SET FLANGEIN ROOF CEMENT - PRIMEFLANGE BEFORE STRIPPING

STRUCTURAL SUPPORT -REFER TO STRUCT.

ROOFERS CEMENT

MODIEFIED CAP FLASHING - EXTEND MIN, 12" FROM VENT CENTERLINE

STORM COLLAR VENT SUPPORT INSTALL PER. MFR. RECOMMEND.

GALV. CONE FLASH SET ON TOP OF BASE PLY IN FULL BED OF ROOFERS CEMENT

ROOF SYSTEM

8"

MIN

.

EXHAUST FAN (REFER TOMECHANICAL)

P.T. WOOD NAILER

INTEGRAL EQUIPMENTCOUNTER FLASHING

PREFABRICATED ROOF CURB

FIBER CANT


LAP SEALANT

BUILT-UP ROOFING

STEEL ROOF DECK

ATTACH CURB TO DECKWITH SUITABLE FASTENERS

STEEL ANGLE - SEE STRUCTURAL

5/8" FIRE RATED GWB

RIGID INSULATION

MASTIC

STAINLESS STEEL CLAMPING RING

PRE-MOLDED PIPE SEAL

MASTIC

LAP SEALANT

ROOF SYSTEM

RIGID INSULATION

PIPE DIAMETERS VARY

STEEL ROOF DECK

DRAIN STRAINER

CLAMPING RING

FLASHING SET ON FINISHEDROOF IN ROOF CEMENT

ROOFING STRIPPING PLIES

BUILT-UP ROOFING

RIGID TAPERED INSULATION

STEEL ROOF DECK

DECK CLAMP

DRAIN BOWL

ROOFING PLIES, MTL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING

2'-6" MIN.

ROOF DRAIN

OVERFLOW ROOF DRAIN

PROVIDE 2x P.T. BLOCKING CUT FOR SLOPE

CONTINUOUS CLEAT

CONTINUOUS SEALANT CONTINUOUS SEALANT

ROOFING MEMBRANE ADHERED TO 5/8" EXTERIOR

GRADE PLYWOOD SHEATHING


BRICK VENEER - SEE FINISH EXTERIOR SCHEDULE

AIR AND MOISTURE BARRIER OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING

8' METAL STUD - SEE STRUCT. DWGS.

7" U.N.O.

C

dw

ell

desig

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tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

:55

PM

C:\U

sers

\CF

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ity C

ente

r_B

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CF

ettes.r

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A6-41

RK/SBC BP

1825501

ROOF DETAILS

CU

MM

ING

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CU

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

ROOF COUNTERFLASHING DETAIL @ MASONRY WALL

1 1/2" = 1'-0"3

ROOF FLASHING DETAIL @ DOORWAY

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

ROOF EDGE TERMINATION DETAIL 1 1/2" = 1'-0"

5ROOF EQUIPMENT CURB DETAIL

1 1/2" = 1'-0"6

SECTION DETAIL AT PARAPET- CEMENTITIOUS SIDING

1 1/2" = 1'-0"7

ROOF STRUCTURAL SUPPORT DETAIL

1 1/2" = 1'-0"9

ROOF PLUMBING EXHAUST VENT DETAIL

1 1/2" = 1'-0"10

ROOF PREFAB CURB DETAIL

1 1/2" = 1'-0"12

ROOF PIPE PENETRATION DETAIL

1 1/2" = 1'-0"11

ROOF DRAIN DETAIL

1 1/2" = 1'-0"4

SECTION DETAIL AT PARAPET- BRICK


2"

2" 2"

2"

METAL FLASHING CUT & TURN UP AT JAMBS TO PROVIDE SUBSTRATE FOR DOOR INSTALLATION AND SEALANT

INSTALL METAL SILL FLASHINGSPRIOR TO ENTRANCE AND/ORSLIDING GLASS DOORS

1 X 4

METAL "L" FLASHING

BALCONY FRAMING/SHEATHING

SEALANT AT ALLOVERLAPS

SELF-ADHEREDMEMBRANE FLASHING

FRAMING & SHEATHING

TURN BACK LEG UP TO FORM PAN

AIR MOISTURE BARRIER

EXTEND SHEATHINGSLOPE

DECKING SLOPED 1/4"/FT

COVER BOARD

RIGID INSULATION

SIDING /PANEL

PARAPET WALL

TRIM

BLOCKING FOR NARROW WALLS/CAPS

CONT. CLEAT

6" SPLICE COVERSET IN SEALANT

ROOF MEMBRANE

FASTENER

3/8" SPACE BETWEEN COPING SECTIONS

FASTENER


ROOF MEMBRANE

2 LAYERS OF SHEATHING W/ BLOCKING TO CREATE SLOPE

BRICK VENEER

AIR & MOISTURE BARRIER

12"

PRE-FABRICATED INSIDE AND OUTSIDE CORNERS

SEAM TAPE

3"

ROOF MEMBRANE &COPING / EDGE FLASHING TO EXTENDMIN. 2" BELOW OF EXTERIOR FINISHES

COMPRESSIBLE FILLER

AIR & MOISTURE BARRIER

SCHEDULED FINISH

2-PIECE COUNTER FLASHING

TERM BAR W/ SEALANT

MIN. 8"

SINGLE-PLYMEMBRANE

HOT AIR WELD

COVER BOARD

ROOF DECK

2"

SLOPE 1/4" / FT MIN.

SINGLE PLY ROOF MEMBRANE

STRIP-IN MEMBRANE EDGE FLASHING

SEAM TAPE

SCHEDULEFINISHES

AIR MOISTURE BARRIERNOTE: CONFIGURATION AND

FINISHES AT WIDE PARAPETSCAN VARY. INTENT OF DETAILIS TO SHOW SLOPED TOP ATEDGE FLASHING

AIR AND MOISTURE BARRIER

BLOCKING THICKNESS-COORDINATE W/FINISHES BELOW

CLAD METALDRIP EDGE

STRIP-IN MEMBRANE

TPO MEMBRANE

TERMINATION BAR W/ SEALANT

METAL COUNTERFLASHING

EXTERNAL FINISH

AIR AND MOISTUREBARRIER

WALL

ROOF

STEP 1


CLAD METALCOMBO FLASHING

STEP 2

ROOF MEMBRANE

TERMINATION BAR STOPEVEN W/ ROOF EDGE

STEP 3

AIR AND MOISTUREBARRIER

METAL COUNTER FLASHING

SEAM TAPE

EXT. FINISHES

SEALANT

METAL COUNTER FLASHING

STEP 4

N.T.S.1

DOOR THRESHOLD AT PATIO BALCONYN.T.S.

3ROOF PARAPET

N.T.S.6

ROOF AT BASE OF WALL

C

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desig

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tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/20/2

01

9 4

:09

:55

PM

C:\U

sers

\CF

ette

s\D

ocum

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_C

um

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ity C

ente

r_B

LD

G G

_20

18_

CF

ettes.r

vt

A6-50

RK/SBC BP

1825501

WATERPROOFINGDETAILS

CU

MM

ING

CIT

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EN

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R -

BU

ILD

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G

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CU

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N.T.S.7

SINGLE-PLY-PARAPET WITH EDGE FLASHING

N.T.S.4

SINGLE-PLY CANOPY OR EYEBROW ROOF

N.T.S.5

SINGLE-PLY CANOPY OR EYEBROW ROOF AT WALL-PERPENDICULAR


6"6"

6"6"

SHEATHING

TYVEK

PRE-WRAP CORNERS W/ 12" MIN. SELF-ADHERED MEMBRANE ATALL INSIDE & OUTSIDE CORNERS

CUT AIR AND MOISTURE BARRIER AND INSERT TOP EDGE OF QUICK FLASHING COMPONENT BELOW AIR AND MOISTURE BARRIER

'QUICK FLASH' COMPONENT AT PIPE PENETRATIONS

MEMBRANE FLASHING

SCHEDULEDFINISH

SEALANT END DAM

METAL "Z" FLASHING

PLINTH BLOCKING

**PROVIDE PLINTH BLOCKING AT WALL PENETRATIONS IN WALLS TO PROVIDE SMOOTH SURFACE FOR MOUNTING / SEALING PENETRATIONS AND FIXTURES

CUT AIR AND MOISTURE BARRIER AND INSERT TOP EDGE OF QUICK FLASHING COMPONENT BELOW AIR AND MOISTURE BARRIER

'QUICK FLASH' COMPONENT AT DUCT PENETRATIONS

COMBO PACKETFLASHING

80 MILTPO

SEALANT

4"MIN.

3"

4"

3"

NOTE: PAVERS NOT SHOWN FOR CLARITY

4"4"

CONT. FLEXIBLE SELF ADHERING MEMBRANE FLASHING

6"M.B

STEP 2STEP 1

M.B

SHEATHING

DOUBLE 2X BEAM

WALL FINISHES

2-PIECE METAL COUNTER FLASHING

ROOF MEMBRANE

FLARE ROOF MEMBRANE OUT IN ALL DIRECTIONS TO PROVIDE "SADDLE" FLASHING AT TERMINATION TO RAISED WALL

ROOF MEMBRANE

PARAPET WALL

ROOF MEMBRANE

SEALANT

EXTERIOR FINISH


PARAPET ROOF


FLEXIBLE MEMBRANE FLASHING

SEAM TAPE

AIR ANDMOISTURE BARRIER

SEAM TAPE

60 MIL. WATERPROOF MEMBRANE

DRAINAGE MAT

CONCRETE TOPPING SLAB1/8" / FT TO EXT. EDGE

T-EDGE FLASHING

SHIM TO ALLOW DRAINAGE

METAL DRIP EDGE FLASHING2"

WOOD BLOCKING -BLOCKING THICKNESS TO BE COORDINATED W/FINISHES BELOW; SIDING,STUCCO, THIN BRICK

HEIGHT OF BLOCKING SHOULDALLOW EXTERIOR FINISHESTO EXTEND UP BEHIND BASE OFDRIP EDGE METAL FLASHING

TRIM

TYVEK

METAL ROOF DECK

3 1

/2"

RIGID INSULATION

N.T.S.1

SHEATHING PRE-WRAP

N.T.S.2

CODUIT PENETRATION DETAIL

N.T.S.5

WALL-PENETRATION FLASHING DETAILS

N.T.S.6

DOOR AT AMENITY LEVEL

N.T.S.4

TYPICAL CANTILEVERED BALCONY BEAM AT EXTERIOR WALL

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d e

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REVISION



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WATERPROOFINGDETAILS

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N.T.S.3

SINGLE-PLY PARAPET WALL RETURNN.T.S.

9WALL-KNEE WALL AT ADJACENT WALL

N.T.S.8

TYPICAL BALCONY EDGE DETAIL


F-3

SAFETY GLASS SAFETY GLASS

D-1 D-2 D-3

F-1TRANSOM FRAME

F-2TRANSOM FRAME

DOOR PANEL(S)

TYPICAL FRAME

DOOR PANEL(S)

DOOR PANEL(S)

TOP OF DOOR

TOP OF TRANSOM

F F F

WIDTH

HE

IGH

T

WIDTH

HE

IGH

T

WIDTH

HE

IGH

T

SE

E S

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UL

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OR

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T

PER MFR.

WIDTH

PER MFR.

2"

PER MFR.

WIDTH

PER MFR.

PER MFR. WIDTH PER MFR.

EQ EQ

PANEL

TABLE 404.2.4.1 - Maneuvering Clearances for Manual Swinging Doors

TYPE OF USE MINIMUM CLEARANCES

FROM FRONT PULL 60 INCHES (1525 mm) 18 INCHES(465 mm)

FROM FRONT PUSH 48 INCHES (1220 mm) 0 INCHES (0mm)^2

FROM HINGE PULL 60 INCHES (1525 mm) 36 INCHES (915mm)54 INCHES (1370 mm) 42 INCHES (1065 mm)

FROM HINGE PUSH 42 INCHES (41065 mm)^3 54 INCHES (1370mm)

FROM LATCH PULL 48 INCHES (1220 mm)^4 24 INCHES (610 mm)

FROM LATCH PUSH 42 INCHES (1065 mm)^4 24 INCHES (610 mm)

APPROACH

DIRECTION

DOOR

SIDE

PERPENDICULAR

TO DOOR

BEYOND LATCH

PARALLEL TO DOOR

1. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY2. ADD 12 INCHES (305 mm) IF CLOSER AND LATCH PROVIDED.3. ADD 6 INCHES ( 150 mm) IF CLOSER AND LATCH PROVIDED4. ADD 6 INCHES (150 mm) IF CLOSER PROVIDED

TABLE 404.2.4.3 - MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS

FROM SIDE

APPROACH DIRECTION MINIMUM CLEARANCES

FROM FRONT

1. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY

404.2.4.4 RECESSED DOORS. WHERE THE PLACE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES (200 mm) FROM THE PLANE OF THE WALL, CLEARANCES FOR FRONTAPPROACH SHALL BE PROVIDED.

404.2.5 THRESHOLDS AT DOORWAYS. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" (13mm) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303.

404.2.4.5 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302

404.2.6 TWO DOORS IN SERIES. DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 mm) MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS.

DOOR SCHEDULE NOTES

1. SEE MATERIALS AND FINISH SCHEDULE FOR MATERIALS, FINISHES & GLAZING NOTES2. REFER TO PROJECT SPECIFICATIONS FOR HARDWARE GROUPS3. ALL DOORS AND FRAMES TO BE PAINTED.. REFER TO PROJECT SPECIFICATIONS4. ALL RATED DOORS TO RECEIVE CLOSERS5. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION6. ALL UNIT DOORS SHALL BE PRE-HUNG7. ALL WOOD DOORS SHALL BE SOLID CORE PREMIUM GRADE BIRCH (FACTORY FINISH)8. ALL GATES SHALL HAVE COMMERCIAL GRADE CLOSERS AND HARDWARE WITH SELF-CLOSING "CANT SLAM" SPRING LOADED HINGES.

GENERAL NOTES

1. ALL ACCESSIBLE DOORS AND GATES SHALL COMPLY WITH ALL STATE AND LOCAL MUNICIPALITY REQUIREMENTS AND STANDARDS.2. THRESHOLDS AT DOORWAYS SHALL BE 1/2" HIGH MAXIMUM.3. DOOR OPENING FORCE:

FORCE REQUIRED FOR PUSHING OR PULLING DOORS OPEN (OTHER THAN FIRE DOORS) SHALL

REQUIRE 5 LBS. OF FORCE MAXIMUM FOR ALL INTERIOR HINGED ACCESSIBLE DOORS.404.2.4.2 SLIDING AND FOLDING DOORS.

SLIDING DOORS AND FOLDING DOORS SHALL

HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2

404.2.4.3 DOORWAYS WITHOUT DOORS.

DOORWAYS WITHOUT DOORS THAT ARE LESS

THAN 36 INCHES (915 mm) WIDE SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH

TABLE 404.2.4.3

TABLE 404.2.4.5 - MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS

APPROACH DIRECTIONMINIMUM CLEARANCES

1. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY2. FROM THE LATCH SIDE TOWARD THE APPROACH DIRECTION.

FROM LATCH SIDE

FROM HINGE SIDE

FROM LATCH SIDE

1/4

" M

AX

1/4

" -

1/2

"

(a) VERTICAL CHANGES IN LEVEL (b) BEVELED CHANGES IN LEVEL

1

22

FIG. B4.5CHANGES IN LEVEL

42" INCHES (1065 mm)

48" INCHES (1220 mm)^1

PERPENDICULAR TO

DOORWAYPARALLEL TO

DOORWAY (BEYOND

STOP/LATCH SIDE

UNLESS NOTED)

PERPENDICULAR TO DOORWAY

48" INCHES (1220mm)



0 INCHES (0 mm)

54 INCHES 1370 mm)^2

24 INCHES (610 mm)^2

2' - 0"2' - 0"

T T T

T

NOTE:

TEMPERED GLASS IS REQUIRED WHEN GLASS IN ANINDIVIDUAL FIXED OR OPERABLE WINDOW ADJACENT TO ADOOR WHERE THE NEAREST EXPOSED EDGE OF THEGLASS IS WITHIN A 24 IN RADIUS OF EITHER VERTICALEDGE OF THE DOOR IN A CLOSED POSITION, AND WHERETHE BOTTOM EXPOSED EDGE OF THE GLASS IS LESS THAN60 INCHES ABOVE THE WALKING SURFACE

DOOR ABBREVIATIONS

S.C W.D SOLID CORE, WOOD DOORS.C H.B SOLID CORE, HARDBOARDH.C H.B HOLLOW CORE, HARDBOARDH.M. HOLLOW METALS STEEL FRAMEH.O. MAGNETIC HOLD OPENP.H. PANIC HARDWAREA.C. AUTO CLOSERD.B. DEAD BOLT ONLYC.A. CONTROLLED ACCESST TEMPRED GLASSSG SAFETY GLASSF FIXED

3' - 0"

1' -

4"

6' -

0"

6' - 0"

6' -

0"

1' -

4"

6' - 4"

6' -

0"

1' -

4"

2' - 2"2' - 11"

6' - 4" 6' - 9"

3' -

7"

5"

6' -

0"

6' - 9" 6' - 9"6' - 2"

UP

PE

R L

EV

EL H

EA

D H

EIG

HT

10

' -

0"

UP

PE

R L

EV

EL H

EA

D H

EIG

HT

9' -

4"

UP

PE

R L

EV

EL H

EA

D H

EIG

HT

9' -

4"

G-W01 G-W02 G-W03 G-W04 G-W05 G-W06 G-W07

G-W09 G-W08 G-W10

4' - 8" 2' - 0"

5' -

0"

G-W12G-W11

MA

IN L

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D H

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9' -

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UP

PE

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T

10

' -

8".

MA

IN L

EV

EL H

EA

D H

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HT

10

' -

0"

MA

IN A

ND

UP

PE

R L

EV

EL H

EA

D H

EIG

HT

10

' -

8"

MA

IN L

EV

EL H

EA

D H

EI G

HT

12

' -

0"

MA

IN L

EV

EL H

EA

D H

EIG

HT

8' -

0"

MA

IN L

EV

EL H

EA

D H

EI G

HT

9' -

4"

UP

PE

R L

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HE

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T

10

' -

8"

5"

3' -

7"

2' -

3"

5"

8' -

0"

1' -

7"

5"

8' -

0"

5' -

0"

ALUMINUM CLAD WOOD WINDOWS, INTEGRAL MUNTINS, FIXED, DOUBLE HUNG, TRANSOM



ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE, TRANSOM




ALUMINUM CLAD WOOD WINDOWS, FIXED



ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE

ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE

9' - 1

1 2

9/6

4"

9' - 5 15/32"9' - 5 15/32"

C

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

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: 770.8

64.1

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REVISION



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SCHEDULES

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02/21/2020 REVISION 1 X

BUILDING DOOR SCHEDULE

DOORNUMBER ROOM NAME

DOOR

TRANSOMHEIGHT

DOOR FRAME

REMARKS

SIZE

TYPE MAT'L FINISH TYPE MAT'L FINISHWIDTH HEIGHT THICKNESS

G100B LOBBY 3' - 0" 7' - 0" 1 3/4" D-3 ALUMINUMCLADWOOD/GLASS

PAINT F-4 ALUMINUMCLAD WOOD

PAINT 6'-0" DOUBLE DOOR

G100C TENANT G100 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT

G101A TENANT G101 3' - 0" 8' - 0" 1 3/4" 3' - 10" D-3 ALUMINUMCLADWOOD/GLASS


PAINT 6'-0" DOUBLE DOOR W/ TRANSOM

G101B TENANT G101 3' - 0" 8' - 0" 1 3/4" 3' - 10" D-3 ALUMINUMCLADWOOD/GLASS







G102B TENANT G102 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT











G104B TENANT G104 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT











G203 TENANT G102 3' - 0" 8' - 0" 1 3/4" 2' - 6" D-3 ALUMINUMCLADWOOD/GLASS



G211 JANITOR ROOM 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

G212A TOILET ROOM 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

G212B TOILET ROOM 2' - 6" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

G212C TOILET ROOM 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

G213A TOILET ROOM 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

G213B TOILET ROOM 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT

GST01A STAIR 01 3' - 0" 8' - 0" 1 3/4" 1' - 4" D-3 ALUMINUMCLADWOOD/GLASS

STAIN F-1 ALUMINUMCLAD WOOD

PAINT 3'- 0" SINGLE DOOR W/ TRANSOM

GST01B STAIR 01 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT 60 MIN

GST02A STAIR 02 3' - 0" 8' - 0" 1 3/4" 1' - 4" D-3 ALUMINUMCLADWOOD/GLASS

STAIN F-1 ALUMINUMCLAD WOOD

PAINT 3'- 0" SINGLE DOOR W/ TRANSOM

GST02B STAIR 02 3' - 0" 7' - 0" 1 3/4" D-2 SCWD STAIN F-3 H.M. PAINT 60 MIN

3/16" = 1'-0"

WINDOW LEGEND


02/21/2020 Revision 1 1

1

1 LAYER 5/8" GWBEACH SIDE 'TYPE X'

PAINTED HOLLOWMETAL FRAME

ST 20 MTL STUDAND RUNNER

0' - 0 1/2"

SCHEDULE

SEE PARTITION 0' - 0 1/2"

0' -

2"

8" CMU LINTEL - SEESTRUCTURAL FORREINFORCING

BACKER ROD AND SEALANT

5/8" GWB

7/8" FURRING CHANNELS

PAINTED HOLLOW METALFRAME - FILL SOLID W/ GROUT

0' - 9 1/8"

0' - 0 7/8" 0' - 8 3/4"

0' -

4"

8" CMU LINTEL - SEESTRUCTURAL FORREINFORCING

PAINTED HOLLOW METALFRAME - FILL SOLID W/ GROUT

BACKER ROD AND SEALANT BOTH SIDES

0' -

4"

0' - 6 3/4"

8" CMU LINTEL - SEE STRUCT. FOR REINF.

BACKER ROD & SEALANT BOTH SIDES

PAINT ANGLE TO MATCH FRAME

PAINTED HOLLOW METAL FRAME - FILL SOLID W/ GROUT

THRU WALL FLASHING

BRICK VENEER

LINTEL ANGLE - SEE LINTEL SCHEDULE

0' - 2" 0' - 8 3/4" 0' - 3 7/8"

0' -

4"

FLUID APPLIED AIR BARRIER

SELF- ADHERING WP MEMBRANE

RIGID INSULATION

WEEP CELL VENT

CLIPPED BRICK

7" U.N.O.

8" CMU LINTEL - SEE STRUCT FOR REINFORCEMENT

BACKER ROD & SEALANT BOTH SIDES

PAINTED HOLLOW METAL FRAME - FILL SOLID W/ GROUT

2" 6 3/4"

4"


SELF- ADHERING WATER PROOFING MEMBRANE

RIGID INSULATION

INSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING.


FIBER CEMENT LAP SIDING- SEE ELEVATIONS FOR EXPOSURE

2 LAYERS 5/4 CEMENTITIOUSTRIM BOARDS

BACKER ROD & SEALANTBOTH SIDES - TYPICAL

PAINTED HOLLOW METALFRAME - GROUT SOLID


SEALANT

ST 20 STEEL STUD RUNNER

LOOSE LINTEL ANGLE - REFERTO STRUCTURAL; PAINT TOMATCH FRAME

METAL STUD FRAMING

BATT INSULATION

5/8" EXTERIORSHEATHING

TERMINATION BAR ANDSEALANT

BRICK VENEER - SOLDIER ORSTRETCHERS DEPENDING ONLOCATION

WEEP CELL VENT

FLASHING

MORTAR NETTING

3 1/2" 6 3/4"

INTERSECTING PARTITIONSSEE PLAN FOR PARTITION TYPE

DOUBLE 20 GA. MTL STUDS

JAMB ANCHORS @ 24" O.C.MAX

FILL FRAME RETURN W/DRYWALL JOINT COMPOUNDPRIOR TO INSTALLING GWB 'TYPE X'

6" TYP.

PAINTED HOLLOW METALFRAME

0' -

0 1

/2"

SC

HE

DU

LE

SE

E P

AR

TIT

ION

0' -

0 1

/2"

0' - 2"

0' -

4 7

/8"

SCHEDULE

SEE PARTITION

5/8" TYPE 'X' GWB

0' - 2 1/4"


SELF-ADHERING WATER-PROOFING MEMBRANE

BRICK VENEER

SEALANT W/ BACKER ROD, BOTH SIDES

CMU CORNER BLOCK - FILL FIRST CELL W/ GROUT

PAINTED HOLLOW METALFRAME - FILL W/ GROUT

MASONRY ANCHORS @24" Oc MAX

0' -

6 3

/4"

0' - 2"

PAN FLASHING

1" AIR SPACE MIN.

7"

U.N

.O.

0' -

2"

SEALANT

GROUT FRAME RETURN W/DRYWALL JOINT COMPOUNDPRIOR TO INSTALLING GWB

MASONRY ANCHORS @24" O.C. MAX.

5/8" GWB

7/8" FURRING CHANNELS

8" CMU CORNER BLOCK- FILL FIRST CELL W/ GROUT


0' -

8 3

/4"

SEALANT BOTH SIDES

8" CMU CORNER BLOCK - FILL FIRST CELL W/ GROUT


MASONRY ANCHORS @ 24" O.C. MAX

0' -

6 3

/4"

TYP

0' - 6"

0' - 2"

0' - 2"




8" METAL STUDS

BATT INSULATION

5/8" EXTERIOR SHEATHING



BRICK VENEER

0' -

6 3

/4"






MASONRY ANCHORS @24" O.C. MAX

0' -

6 3

/4"

0' - 2"

0' -

2"

5/4 CEMENTITIOUS TRIM BOARDRIGID INSULATION

CEMENTITIOUS SIDING

1 1/2 CEMENTITIOUS TRIM BOARD

CONCRETE SLABON GRADE

FINISH FLOORSEE FINISH PLAN

DOOR SEAL

EXTERIOR METALTHRESHOLD WITH FULL BED OF SEALANT

DOOR AND FRAME. SEE DOOR SCHEDULE



SEALANT

ST 20 STEEL STUD RUNNER

3 1/2" 6 3/4"

HEAD HEIGHT

METAL STUD FRAMING HEADER. - REFER TO STRUCTURAL

INSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICALLEG OF FLASHING; LAP WEATHER BARRIER OVER FLASHING TAPE








8" METAL STUDS

BATT INSULATION




0' -

6 3

/4"

5/4 CEMENTITIOUS TRIM BOARD

RIGID INSULATION

CEMENTITIOUS SIDING 1 1/2 CEMENTITIOUS TRIM BOARD

FLOORING, SEE SCHEDULE,

EXTERIOR DOOR AS SCHEDULED

THRESHOLD, SET IN SEALANT

EMBEDMENT SEALANT TO EXTEND THE FULL WIDTH OF JAMB AND 6" UP WALL

SELF EXPANDING FOAM FILL

CONCRETE SIDEWALK

COMPACTED SOIL SUBGRADE

1/2

" M

AX

.

SLOPE

3" = 1'-0"8HM DOOR HEAD @ INTERIOR GYP. BD.

3" = 1'-0"12

HM DOOR HEAD @ INTERIOR CMU W/FURRING

3" = 1'-0"16HM DOOR HEAD @ INTERIOR CMU

3" = 1'-0"10HM DOOR HEAD @ CMU - BRICK

3" = 1'-0"14HM DOOR HEAD @ CMU - CEMINTITIOUS

3" = 1'-0"2HM DOOR HEAD @ METAL STUD - BRICK

3" = 1'-0"7HM DOOR JAMB @ INTERIOR GYP. BD.

3" = 1'-0"9HM DOOR JAMB @ CMU - BRICK

3" = 1'-0"11

HM DOOR JAMB @ INTERIOR CMU W/FURRING

3" = 1'-0"15HM DOOR JAMB @ INTERIOR CMU

3" = 1'-0"1HM DOOR JAMB @ METAL STUD - BRICK

3" = 1'-0"13HM DOOR JAMB @ CMU - CEMINTITIOUS

C

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desig

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ALL R

IGH

TS

RE

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RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

1280 H

IGH

TO

WE

R T

RA

IL . A

TLA

NT

A, G

A . 3

0350

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



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DOOR DETAILS

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3" = 1'-0"3HM EXTERIOR DOOR SILL - ADA

3" = 1'-0"6

HM DOOR HEAD @ METAL STUD -CEMENTITOUS

3" = 1'-0"5

HM DOOR JAMB @ METAL STUD - CEMENTITOUS

3" = 1'-0"4

DOOR SILL DETAIL AT HARDSCAPE







5/4 CEMENTITIOUS TRIM BOARD

RIGID INSULATION

CEMENTITIOUS SIDING

1 1/2 CEMENTITIOUS TRIM BOARD

CONTINUOUS SEALANT

FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL.MASONRY TIE


ALUMINUM CLAD WOOD WINDOWS


MASONRY VENEER

BRICK ROWLOCK SILL- SLOPE 15 DEGREES MIN.

SILL HEIGHT

WINDOW SILL HEIGHT- VARIES- SEE WINDOW LEGEND

8"

MIN

.

7" U.N.O.

NAIL FIN TYP.

CONTINUOUS SEALANT & CLOSED CELL BACKER ROD

MASONRY VENEER

FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER. EXTEND 8" AROUND PERIMTER OF WINDOW

ARCHITECUTRAL WINDOW SYSTEM




7"

U.N

.O.


8" MIN.

CONTINUOUS SEALANT

FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL.


2 LAYERS 5/4 CEMENTITIOUS TRIM BOARD

1/2

"

SILL HEIGHT

2 LINES CONTINUOUS PERIMETER SEALANT



CEMENTITIOUS PANELS


FLEXIBLE FLASHING MEMBRANE OVER J-MOLD AND OVER WEATHER RESISTANT BARRIER. EXTEND 8" AROUND PERIMTER OF WINDOW BRAKE METAL J-MOLD

- 1/2" BRAKE METAL EXPOSURE


FIBER CEMENT PANEL


CLOSED CELL BACKER ROD & 2 LINES CONTINUOUS PERIMETER SEALANT

SHIM AS REQUIRED FOR STOREFRONT INSTALLATION -BACKER ROD AND SEALANT


HEAD HEIGHT

METAL STUD FRAMING HEADER. - REFER TO STRUCTURAL









SEALANT CONTINUOUS BEHIND NAILING FIN

SELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER LOOSE LINTEL, AND OVER MEMBRANE FLASHING FROM JAMB BELOW


STEEL LOOSE LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLOR


MORTAR NET

SEALANT



HEAD HEIGHT

METAL STUD FRAMING HEADER - REFER TO STRUCTURAL

BRICK VENEER COURSE



7 3/4" U.N.O.

3/4"

SHIM

ALUM. ANGLE RETAINER- FASTEN TO MASONRY

ALUM. WALL LOUVER

BIRD SCREEN

ALUM. DRIP CAP/FLASHING

BACKER ROD & SEALANT

RIGID INSULATION

BRICK VENEER


MTL. "J" MOLD

BATT INSULATION



METAL STUD FRAMING HEADER - SEE STRUCTURAL

2X WOOD BLOCKING

SHIM

ALUM. ANGLE RETAINER- FASTEN TO MASONRY

ALUM. WALL LOUVER

BIRD SCREEN

ALUM. DRIP CAP/FLASHING


2X WOOD BLOCKING

SEALANT CONTINUOUS BEHIND NAILING FIN

SELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER

LOOSE LINTEL, AND OVER MEMBRANE FLASHING FROM JAMB

BELOW


STEEL LOOSE LINTEL PER STRUCTURAL,

PAINT TO MATCH BRICK COLOR


MORTAR NET

SEALANT


METAL STUD FRAMING HEADER - REFER TO

STRUCTURAL

BRICK VENEER COURSE

7" U.N.O.

CONTINUOUS SEALANT

FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL AND RUN UP JAMBS 6" MIN.

MASONRY TIE

METAL FLASHING


MASONRY VENEER

PRECAST CAP SILL- SLOPE 15 DEGREES MIN. SEE THE BASIS OF DESIGN.

1/2

" SILL HEIGHT

WINDOW SILL HEIGHT- VARIES- SEE WINDOW LEGEND

7" U.N.O.



CONTINUOUS SEALANT

FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL.


2 LAYERS 5/4 CEMENTITIOUS TRIM BOARD

1/2

"

SILL HEIGHT

2 LINES CONTINUOUS PERIMETER SEALANT



CEMENTITIOUS PANELSCMU WALL









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WINDOWDETAILS

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3" = 1'-0"11

GLAZING - CEMENT SIDING W/ CMU JAMB

3" = 1'-0"1

GLAZING - SILL DETAIL - BRICK

3" = 1'-0"2

GLAZING - JAMB DETAIL - BRICK

3" = 1'-0"5

GLAZING - SILL DETAIL - FIBER CEMENT SIDING

3" = 1'-0"6

GLAZING - JAMB DETAIL - FIBER CEMENT SIDING

3" = 1'-0"7

GLAZING - HEAD DETAIL - FIBER CEMENT SIDING 3" = 1'-0"

3GLAZING - HEAD DETAIL - BRICK

3" = 1'-0"9

SILL @ WALL LOUVER

3" = 1'-0"8

HEAD DETAIL @ WALL LOUVER 3" = 1'-0"

4GLAZING - SILL DETAIL - PRECAST/BRICK/STONE (SIM)

3" = 1'-0"10

GLAZING - SILL DETAIL - FIBER CEMENT/CMU

3" = 1'-0"12

GLAZING - HEAD DETAIL - FIBER CEMENT/CMU


60"

36"

48"

36"

48" 48"

30"

48"

30"

60"

54"

60"

48"

30"

54"

60"

48"

30"

FINISH PLAN GENERAL NOTES

NOTE: THESE ARE STANDARD GENERAL FINISH INSTALLATION NOTES. ALL FINISHES MAY NOT BE UTILIZED.

1. ALL FINISHES REQUIRED BY THE INTERIOR DESIGNER ARE INCLUDED HEREIN, SHOULD THERE BE ANY DISCREPANCIES, DISCONTINUED OR DELAYED MATERIALS, THE INTERIOR DESIGNER IS TO BE NOTIFIED IMMEDIATELY AND CONSULTED BEFORE PROCEEDING. NO SUBSTITUTION OF MATERIALS SHALL BE ACCEPTED WITHOUT INTERIOR DESIGNER'S PRIOR APPROVAL.

2. EXAMINE JOB SITE PRIOR TO BEGINNING INSTALLATION OF FINISHES AND NOTIFY INTERIOR DESIGNER OF ANY EXISTING CONDITIONS WHICH DO NOT MATCH THOSE SHOWN ON THE DRAWING AND ALTER FINISH APPLICATION AS DESIGNATED.

3. INSTALL ALL PAINT, WALLCOVERING, FLOOR COVERING AND OTHER FINISH MATERIALS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

4. ALL SURFACES RECEIVING NEW FLOORING OR WALL FINISHES SHALL BE SMOOTH, EVEN AND FREE OF DEFECTS. SURFACES NOT MEETING SUBSTRATE CONDITIONS SHALL BE REPAIRED BEFORE FINISHES ARE INSTALLED.

5. ALL MISCELLANEOUS GRILLES, PLATES, FIRE EXTINGUISHER CABINETS, ETC. FINISHES SHALL BE SUBMITTED TO DESIGNER FOR APPROVAL PRIOR TO ORDERING.

6. PAINT/WALLCOVERING CONTRACTOR SHALL SUBMIT THREE 12" X 12 SAMPLES OF EACH SPECIFIED FINISH, SHOWING COLOR AND FINISH TO INTERIOR DESIGNER FOR APPROVAL.

7. ALL PAINT SURFACES ARE TOE RECEIVE A MINIMUM OF ONE PRIME COAT AND TWO FINISH COATES. PRIME ALL SURFACES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. THE NUMBER OF COATS SPECIFIED IS THE MINIMUM NUMBER OF REQUIRED. APPLY ADDITIONAL COATS WHEN UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE.

8. ALL PAINT FOR WALLS AND SOFFITS SHALL BE FLAT FINISH, UNLESS OTHERWISE NOTED IN THE SCHEDULES. PRIMER SHALL BE LATEX PRIMER/SEALER FOR SURFACES APPLIED, AS RECOMMENDED BY MANUFACTURER FOR SURFACE SUBSTRATE, UNLESS OTHERWISE NOTED.

9. BUTT VINYL TILES TIGHTLY TO ADJACENT VERTICAL SURFACES, THRESHOLDS, NOSINGS AND EDGINGS. SCRIBE AROUND OBSTRUCTION, EXTEND TILES INTO TOE SPACES, DOOR REVEALS, CLOSETS AND SIMILAR OPENINGS. ASSUME ANY PATTERN SHOWN ON FINISH PLAN TO CONTINUE IN THE INDICATED MANNER UNDER ANY FREESTANDING EQUIPMENT, SUCH AS COPY MACHINES AND REFRIGERATORS.

10. INSTALL VINYL TILES WHERE PATTERN/GRAIN FUNS IN THE SAME DIRECTION. MATCH TILES FOR PATTERN AND COLOR BY USING TILES FROM CARTONS IN SAME SEQUENCE AS MANUFACTURED AND PACKAGED.

11. NEW CARPET SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION METHODS/INSTRUCTIONS. ALL CARPET PATTERNS TO BE MATCHED AND LAY CARPET IN PILE DIRECTION THAT BEST UTILIZES ITS QUANTITY. DIRECT GLUE METHOD FOR INSTALLATION IS REQUIRED.

12. CARPET TO CARPET TRANSITIONS AT DOOR SHALL OCCUR DIRECTLY UNDER DOOR IN CLOSED POSITION. WHEN CARPET AND RESILIENT FLOORING MEET, TRANSITIONS STRIPS SHALL BE USED AS SPECIFIED.

13. INSTALL RUBBER BASE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE COVED BOTTOM EDGE BASE IN ALL AREAS, UNLESS OTHERWISE NOTED. PROVIDE PREFORMED EXTERN CORNERS AT ALL CORNERS WHERE COVED BASE IS INSTALLED. JOIN ALL INSIDE CORNERS WITH MITERED SEAMS IN LIEU OF PREFORMED INTERNAL CORNERS. RUBBER BASE SECTIONS LESS THAN 12" IN LENGTH ARE NOT ACCEPTABLE.

14. USE TRANSITION STRIP BETWEEN FLOOR MATERIALS. SEE DETAIL SHEETS.

FINISH PLAN LEGEND

KEY NOTES

INDICATES CARPET

INDICATES CARPET (DIRECTION)

INDICATES LVT

INDICATES RUBBER

INDICATES MOSAIC TILE

INDICATES CONCRETE

#

1. FLOOR TO CONTINUE UNDER BUILT-IN2. CPT-1 INSTALLED IN MONOLITHIC PATTERN; REFER TO

INTERIOR FINISH SCHEDULE.3. CPT-1 INSTALLED IN BRICK ASHLAR PATTERN; REFER TO

INTERIOR FINISH SCHEDULE.4. CPT-1 INSTALLED IN CHEVRON PATTERN; REFER TO INTERIOR

FINISH SCHEDULE.5. T-2 INSTALLED IN STACKED PATTERN; REFER TO INTERIOR

FINISH SCHEDULE.6. T-2 INSTALLED IN CHEVRON PATTERN; REFER TO INTERIOR

FINISH SCHEDULE.7. LVT TO CARPET TRANSITION: SCHLUTER RENO-U OR EQUAL;

FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

8. LVT TO VCT TRANSITION: SCHLUTER RENO-U OR EQUAL; FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

9. LVT TO TILE: SCHLUTER RENO-T OR EQUAL; FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

10. CARPET TO VCT TRANSITION: SCHLUTER RENO-U OR EQUAL; FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

11. CARPET TO TILE TRANSITION: SCHLUTER RENO-U OR EQUAL; FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

12. VCT TO TILE TRANSITION: SCHLUTER RENO-U OR EQUAL; FINISH TO BE DETERMINED; FINISH TO BE APPROVED BY INTERIOR DESIGNER

SYMBOLS

WW ##'-##"

WW ##'-##" XX-XX-##

XX-X

CW

BF

BP

B-1

W-1C-1

BP

WWW-##

CEILING TAG CEILING TYPE

CEILING HEIGHT

CEILING TYPE

CEILING HEIGHT

FINISH

XX-X

XX-X

CEILING FINISH TAG

WALL FINISH TAG

FLOOR FINISH TAG

FINISH TAG

ROOM FINISH TAG

CEILING FINISH

WALL FINISH

BASE FINISH

BASE PROFILE

CASEWORK/ COUNTER (VERTICAL SURFACES)

#

XXEQUIPMENT TAG

KEYNOTE TAG

FLOORING DIRECTION

RISER

LOBBY

ELEV

T - 5

T-5

SEALED CONCRETE

RISER

LOBBY

ELEV

CW

BF

BP

PT-6

PT-3

PT-5

B-1

CW

BF

BP

EL-3

EL-1

EL-2

EL-3

CW

BF

BP

PT-6

PT-3PT-5

B-2

WOMEN'S TOILETS MEN'S TOILETS

JANITOR

T - 7

T - 7 T - 7

1

1 1

WOMEN'S TOILETS MEN'S TOILETS

JANITOR

WT-6 WT-6

WT-6

WT-6WT-6

WT-6

FULL HEIGHT, TYP.FULL HEIGHT, TYP.

WT-6

CT-1CT-1

CW

BF

BP

WT-12

PT-3

PT-5

WT-12

CW

BF

BP

WT-12

PT-3

PT-5

WT-12

CW

BF

BP

PT-6

PT-3PT-5

B-1

WT-12 UP TO 64" A.F.F. THROUGHOUT

WT-12 UP TO 64" A.F.F. THROUGHOUT

ID2.00

1

2

34 SFRISER

92 SFLOBBY

78 SFELEV

ID2.006

ID2.00

7

ID2.00

4

ID2.00 3

164 SFWOMEN'S TOILETS

164 SFMEN'S TOILETS

30 SFJANITOR

PF-3

H-5

PF-3

TYP.

PF-4 PF-10PF-10A

H-5

PF-3

TYP.

PF-4PF-10PF-10A

H-7

PF-1

H-6

H-4

H-1H-1

PF-1

H-4

PF-1

H-4

H-6 H-2H-2

PF-5

TYP.

H-10

TYP.

H-10

TYP.L-4, TYP.

L-1, TYP.

L-1, TYP.L-1, TYP.

L-1

L-1, TYP.

L-4, TYP.

GYP 10' - 0" GYP 10' - 0"

L-1

L-1, TYP.

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INTERIORPLANS

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1/4" = 1'-0"3

FLOOR COVERING PLAN - MAIN LEVEL 1/4" = 1'-0"

4FINISH PLAN - MAIN LEVEL

1/4" = 1'-0"7

FLOOR COVERING PLAN - UPPER LEVEL 1/4" = 1'-0"

8FINISH PLAN - UPPER LEVEL

1/4" = 1'-0"1

CONSTRUCTION PLAN - MAIN LEVEL

1/4" = 1'-0"5

CONSTRUCTION PLAN - UPPER LEVEL 1/4" = 1'-0"

6RCP - UPPER LEVEL

1/4" = 1'-0"2

RCP - MAIN LEVEL


PT-3

PT-6

PT-3

PT-6

WT-6

WT-6

H-10 H-10

CT-1 PF-10PF-10A

L-4

TYP.

TYP.

PF-4

WT-6

PF-1

WT-12

H-5

PT-3

WT-6

PF-1

H-7

2' -

10

"4

"

FULL HEIGHT FULL HEIGHT

FULL HEIGHT

SCHLUTER TRANSITION JOLLY A60ABGB

5' -

4"

WT-12

H-6

PF-1

PT-3

H-4

5' -

4"


WT-6

PF-1

H-7

WT-6

PF-3

WT-6

WT-6

H-10 H-10

CT-1 PF-10PF-10A

L-4

TYP.

TYP.

PF-4

WT-12

H-5

PT-3

2' -

10

"4

"


5' -

4"

FULL HEIGHT

FULL HEIGHT FULL HEIGHT

WT-12

PF-1

H-4

PT-3

5' -

4"


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INTERIORELEVATIONS

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1/2" = 1'-0"1

ELEVATION AT LOBBY ENTRANCE 1/2" = 1'-0"

2ELEVATION AT LOBBY ELEVATOR

1/2" = 1'-0"3

ELEVATION AT WOMEN'S TOILETS 1/2" = 1'-0"

4ELEVATION AT WOMEN'S TOILETS SIDE WALL

1/2" = 1'-0"6

ELEVATION AT MEN'S TOILETS 1/2" = 1'-0"7

ELEVATION AT MEN'S TOILETS SIDE WALL


1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS.

2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR.

3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN.

5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.

6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.

7. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY.

8. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

9. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT, OWNER-FURNISHED ITEMS, PARTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

10. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

11. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR.

12. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.

13. ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR. REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.

14. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL. CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

15. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE LOCATIONS ARE SPECIFICALLY DETAILED OTHERWISE.

16. STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

17. SUBMITTALS

17.1 SUBMITTALS BY THE CONTRACTOR ARE NOT A PART OF THE CONTRACT DOCUMENTS. PRIOR TO THE INITIAL SUBMITTAL, CONTRACTOR SHALL SUBMIT TO THE DESIGN PROFESSIONAL A SCHEDULE OF SUBMITTED INFORMATION.

17.2 SUBMITTALS SHALL BE ACCOMPANIED BY A TRANSMITTAL LETTER WITH THE FOLLOWING INFORMATION:

• PROJECT NAME • CONTRACTOR'S NAME• DATE SUBMITTED• DESCRIPTION OF ITEMS SUBMITTED. IDENTIFY WORK AND PRODUCT BY SPECIFICATION

SECTION• NUMBER OF DRAWINGS AND OTHER PERTINENT DATA.

17.3 CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION ON THE SUBMITTAL TO ANY DEVIATION FROM THE CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP AND SIGN EACH SHEET OF SHOP DRAWINGS AND PRODUCT DATA, AND SIGN OR INITIAL EACH SAMPLE TO CERTIFY COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. SUBMITTALS RECEIVED WITHOUT THE CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND RESUBMITTAL.

17.4 WORK REQUIRING SHOP DRAWINGS, WHETHER CALLED FOR BY THE CONTRACT DOCUMENTS OR REQUESTED BY THE CONTRACTOR, SHALL NOT COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE DESIGN PROFESSIONAL. WORK MAY COMMENCE IF THE CONTRACTOR VERIFIES THE ACCURACY OF THE DESIGN PROFESSIONAL'S CORRECTIONS AND NOTATIONS AND COMPLIES WITH THEM WITHOUT EXCEPTION AND WITHOUT REQUESTING CHANGE IN CONTRACT SUM OR CONTRACT TIME AT COPY OF THE MARKED STRUCTURAL SHOP DRAWINGS WITH THE DESIGN ROFESSIONAL'S REVIEW STAMP IS TO BE MAINTAINED AT THE JOB SITE.

GENERAL

1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:

• INTERNATIONAL BUILDING CODE, 2012 EDITION WITH GEORGIA AMENDMENTS.

2. GRAVITY LOADS

2.1 UNIFORM FLOOR LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

• GENERAL AREAS 100 PSF• RETAIL - FIRST LEVEL 100 PSF• RETAIL - ABOVE FIRST LEVEL 80 PSF• CORRIDORS - FIRST FLOOR 100 PSF• CORRIDORS - ABOVE FIRST FLOOR 80 PSF• MECHANICAL ROOMS 150 PSF• STORAGE 125 PSF• OFFICE 50 PSF• PARTITIONS 15 PSF

2.2 UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):

• ROOF 20 PSF• GROUND SNOW LOAD, Pg 5 PSF

PONDING AND DRIFT EFFECTS HAVE BEEN INCLUDED IN THE DESIGN.

2.3 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT):

FLOOR:• CEILING/MEP 10 PSF• MISCELLANEOUS 5 PSF

ROOF:• CEILING/MEP 10 PSF• MISCELLANEOUS 5 PSF • PAVERS 25 PSF

3. WIND LOADS:

• ULTIMATE DESIGN WIND SPEED, VULT = 115 MPH• NOMINAL DESIGN WIND SPEED, VASD = 89 MPH• RISK CATEGORY: II• EXPOSURE B• INTERNAL PRESSURE COEFFICIENT = +/-0.18

SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAM

4. EARTHQUAKE LOADS:

• RISK CATEGORY: II• SEISMIC IMPORTANCE FACTOR: I = 1.0• SHORT PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT, SS = 0.219• 1 SECOND PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT, S1 = 0.097• SITE CLASS D• SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, SDS = 0.234• 1 SECOND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.155• SEISMIC DESIGN CATEGORY: C• BASIC SEISMIC-FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE• DESIGN BASE SHEAR: 76 KIPS• SEISMIC RESPONSE COEFFICIENT, CS = 0.078• RESPONSE MODIFICATION FACTOR, R = 3• ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

5. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS (IN INCHES) DO NOT EXCEED THE FOLLOWING:

DEAD LOAD LIVE LOAD DEAD + LIVE LOADROOF MEMBERS: L/360 OR 1.25 IN. L/360 OR 1.25 IN L/240 OR 1 IN.FLOOR MEMBERS: L/360 OR 1.25 IN. L/360 OR 1.25 IN L/240 OR 1 IN.

• WHERE, L = SPAN LENGTH (IN INCHES) BETWEEN SUPPORTS. (FOR CANTILEVERS, L IS TWICE THE LENGTH OF THE CANTILEVER.) NOTE THAT THE TOTAL MAXIMUM CALCULATED FLOOR SYSTEM DEFECTION WILL BE THE SUM OF THE DEFLECTIONS OF THE SUPPORTED ELEMENTS IN A BAY.

• THE CALCULATED DEFLECTION FOR INDIVIDUAL MEMBERS SUPPORTING MASONRY DO NOT EXCEED L/600 FOR DESIGN LOADS APPLIED AFTER THE INSTALLATION OF THE MASONRY.

CODE/DESIGN CRITERIA

6. SPECIAL INSPECTIONS:

6.1 THE STRUCTURAL TESTING/INSPECTION AGENCY, SEE SPECIFICATION SECTION 014525, WILL PERFORM SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE. MATERIALS AND WORK TO BE INSPECTED INCLUDE SOIL AND STEEL CONSTRUCTION. SEE SCHEDULE OF SPECIAL INSPECTIONS FOR A COMPLETE LIST OF WORK REQUIRING SPECIAL INSPECTIONS.

6.2 SPECIAL INSPECTION AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE ARE REQUIRED FOR STRUCTURAL COMPONENTS AND ASSEMBLIES WHICH ARE NOT FABRICATED AT THE CONSTRUCTION JOB SITE INCLUDING BUT NOT LIMITED TO FLOOR AND ROOF TRUSSES AND JOISTS OF WOOD AND STEEL MATERIALS, STRUCTURAL STEEL FRAMING, AND PRECAST CONCRETE, JOISTS, BEAMS, COLUMNS, SLABS, WALLS AND CLADDING.

6.3 SPECIAL INSPECTION AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE MAY BE WAIVED FOR ITEMS WHICH ARE PRODUCED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND BY PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CHIEF COMMERCIAL BUILDING INSPECTOR OR HIS DESIGNEE WHICH STATES THAT THE FABRICATION WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

6.4 THE PROJECT OWNER WILL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PERFORM INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE BUILDING CODE DURING CONSTRUCTION OF THE PROJECT. DOCUMENTATION THAT SUMMARIZES THE QUALIFICATION AND CREDENTIALS OF EACH SPECIAL INSPECTOR AND DEMONSTRATES COMPETENCE FOR INSPECTION OF EACH PARTICULAR TYPE OF CONSTRUCTION REQUIRING SPECIAL INSPECTION SHALL BE SUBMITTED TO THE CHIEF COMMERCIAL BUILDING INSPECTOR OR HIS DESIGNEE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

6.5 APPROVED SPECIAL INSPECTORS SHALL FURNISH INSPECTION REPORTS TO THE CHIEF COMMERCIAL BUILDING INSPECTOR OR HIS DESIGNEE AND TO THE DESIGN PROFESSIONAL WHICH INDICATE THAT THE WORK INSPECTED WAS DONE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. A FINAL REPORT WHICH DOCUMENTS THE RESULTS OF THE SPECIAL INSPECTIONS PERFORMED INCLUDING CORRECTION OF ANY DISCREPANCIES IDENTIFIED DURING INSPECTION SHALL BE SUBMITTED PERIODICALLY AT A FREQUENCY APPROVED BY CHIEF COMMERCIAL BUILDING INSPECTORPRIOR TO CONSTRUCTION.

7. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL EXPANSION.

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY UNITED CONSULTING, REPORT NUMBER FRSTG-19-GA-03153-02 DATED DECEMBER 11, 2019. DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT TO THOSE ASSUMED FOR DESIGN.

2. ALL FOUNDATIONS SHALL BE INSTALLED UNDER THE GUIDANCE OF A REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER IN THE PROJECT STATE. THE GEOTECHNICAL ENGINEER SHALL GIVE CONSIDERATION TO THE TYPE OF BUILDING AND FOUNDATION LOADS INVOLVED AS WELL AS THE REQUIREMENTS OF THESE DOCUMENTS. DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT TO THOSE ASSUMED FOR DESIGN.

3. STRUCTURAL TESTING/INSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM.

4. INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SHALL BEAR ON SOIL CAPABLE OF SUPPORTING 3000 PSF.

4.1 NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW BOTTOM OF FOOTING AND REPLACE WITH STRUCTURAL FILL.

5. FOUNDATION WALLS ARE DESIGNED FOR LATERAL PRESSURES DUE TO THE FOLLOWING EQUIVALENT FLUID DENSITIES:

• WALLS SUPPORTED AT TOP (AT-REST CONDITION): 64 PCF• WALLS FREE TO DISPLACE AT TOP ( ACTIVE CONDITION): 43 PCF

6. BACKFILL PLACED AGAINST EXTERIOR OR RETAINING WALLS SHALL NOT EXCEED 110 PCF WEIGHT.

7. PROOF ROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OF A LOADED DUMP-TRUCK OR SCRAPER. REPLACE SOFT AREAS WITH COMPACTED STRUCTURAL FILL AS REQUIRED BY THE SPECIFICATIONS.

8. DENSIFY BUILDING AREAS AND A MINIMUM OF 15'-0" OUTSIDE THE BUILDING PERIMETER USING A VIBRATORY ROLLER (SEE SPECIFICATIONS).

9. UNDERCUT THE ENTIRE BUILDING AREA TO THE EXTENT SHOWN ON THE STRUCTURAL DOCUMENTS AND REPLACE WITH COMPACTED STRUCTURAL FILL AS REQUIRED BY THE SPECIFICATIONS.

10. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. STRUCTURAL FILL UNDER SLABS AND WITHIN 10'-0" OF THE BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERMINED BY THE INDEPENDENT TESTING AGENCY AND COMPACTED TO AT LEAST 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. THE TOP 12" SUB-BASE UNDER SLABS ON GRADE SHALL BE COMPACTED TO AT LEAST 98% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. ALL BACKFILL, COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENT TESTING LABORATORY. STRUCTURAL FILL SOIL DENSITY SHALL BE 110 PCF.

11. SLABS-ON-GRADE SHALL BE PLACED ON A 4" GRANULAR BASE, COMPACTED TO 98% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698, AND COVERED WITH A 10 MIL CONTINUOUSLY SEALED VAPOR BARRIER. THE BASE FOR SLABS-ON-GRADE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH PLACEMENT OF CONCRETE.

12. BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR OR RETAINING WALLS UNTIL THE WALLS HAVE ACHIEVED THEIR DESIGN STRENGTH AND THEIR LATERAL SUPPORT ELEMENTS ARE INSTALLED. PROVIDE ADEQUATE DRAINAGE AT BASEMENT AND RETAINING WALLS (SEE ARCHITECTURAL).

13. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE.

14. ALL FOOTINGS AND TURN DOWN SLAB EDGES SHALL PENETRATE TO A MINIMUM DEPTH OF 12" BELOW FINISHED GRADE.

FOUNDATION

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND HAVE MINIMUM SIDE AND END LAPS OF 8".

3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

4. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE DESIGN PROFESSIONAL.

5. PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.

6. PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:

6.1 CONCRETE REINFORCEMENT COVER

EXPOSED TO EARTH OR WEATHER:• UNFORMED CAST AGAINST EARTH 3” CLEAR• FORMED #6 AND LARGER 2” CLEAR• FORMED #5 AND SMALLER 1-1/2” CLEAR

NOT EXPOSED TO EARTH OR WEATHER:• WALLS 1" CLEAR• SLABS 3/4" CLEAR

7. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS:

• CONCRETE REINFORCEMENT: CLASS B TENSION LAP

8. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL CONFORM TO ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C EXCEPT GEL TIMES AND EPOXY CONTENT. ADHESIVE SHALL CONSIST OF A TWO COMPONENT ADHESIVE SYSTEM CONTAINED IN SIDE BY SIDE PACKAGING CONNECTEED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED INTO THE HOLE. ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES, INC (ICC-ES) ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP. REINFORCING INSTALLED IN CONCRETE THAT MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE CRITERIA 308 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. CONTACT DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE.

10. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK.

11. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS.

REINFORCEMENT

1. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH:

2.1 NORMAL WEIGHT STRUCTURAL CONCRETE:

• FOOTINGS 3000 PSI• SLABS ON COMPOSITE DECK 3500 PSI• SLABS-ON-GRADE 4000 PSI• FOUNDATION/RETAINING WALLS 4500 PSI

3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS INCLUDING CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS. ALL PIPES AND DUCTS SHALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE IN THE STRUCTURAL DOCUMENTS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC.

4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS.

5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN PROFESSIONAL. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL DRAWINGS.

6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.016 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE DESIGN PROFESSIONAL.

CAST-IN-PLACE CONCRETE

1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE.

• STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A1085.• STRUCTURAL CHANNELS, MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHALL

CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

2. BOLTS AND ANCHORS:

2.1 BOLTED CONNECTIONS SHALL BE TYPE N (BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE) WITH MINIMUM 3/4" DIAMETER A325 BOLTS. SUBMIT PROPOSED BOLT TIGHTENING PROCEDURE FOR REVIEW.

2.2 ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 AND SHALL BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDED TO THE BOTTOM OF THE THREADED ROD, GRADE A36, UNLESS NOTED OTHERWISE.

2.3 EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED BY THE ICC EVALUATION SERVICES, INC (ICC-ES) WITH A PUBLISHED EVALUATION REPORT. ANCHORS INSTALLED IN CONCRETE THAT MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE CRITERIA 193 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. CONTACT DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS. ALL ANCHORS SHALL BE APPROVED FOR RESISTING WIND AND SEISMIC LOADS. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.5 TIMES THE ANCHOR DIAMETER, UNLESS NOTED OTHERWISE.

2.4 ADHESIVE ANCHORS SHALL CONSIST OF AN ALL-THREAD STEEL ANCHOR WITH ADHESIVE CONFORMING TO ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C EXCEPT GEL TIMES AND EPOXY CONTENT. ADHESIVE SHALL CONSIST OF A TWO COMPONENT ADHESIVE SYSTEM CONTAINED IN SIDE BY SIDE PACKAGING CONNECTEED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED INTO THE HOLE. ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES, INC (ICC-ES) ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP. ANCHORS INSTALLED IN CONCRETE THAT MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE CRITERIA 308 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. CONTACT DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.5 TIMES THE ANCHOR DIAMETER, UNLESS NOTED OTHERWISE.

3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO BOTH THE AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

4. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. CONNECTIONS SHALL BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. CONNECTIONS SHALL BE DESIGNED FOR THE SERVICE LOAD REACTION VALUES SHOWN ON THE STRUCTURAL DRAWINGS. FOR STEEL MEMBERS WHOSE REACTIONS ARE NOT SHOWN, THE DESIGN REACTION SHALL BE OBTAINED FROM THE TABLES ENTITLED "MAXIMUM TOTAL UNIFORM LOAD" IN PART 3 OF THE AISC "MANUAL OF STEEL CONSTRUCTION", FOURTEENTH (14TH) EDITION. THE DESIGN REACTION IS EQUAL TO HALF THE TABULATED VALUE FOR NONCOMPOSITE BEAMS AND EQUAL TO THE TABULATED VALUE FOR COMPOSITE BEAMS. DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE DESIGN PROFESSIONAL. DESIGN PROFESSIONAL SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR. STEEL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE CONTRACTOR. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP DRAWINGS AND CALCULATIONS FOR SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS. FOR CONNECTION DETAILS DEPICTING ARRANGEMENT CONCEPT OF THE CONNECTION WITHOUT COMPLETE DETAILS, THE CONNECTION DESIGN ENGINEER SHALL FOLLOW THAT ARRANGEMENT CONCEPT IN THE DESIGN. SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTABLE.

5. USE PRE-QUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. "NON-PRE-QUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO FABRICATION.

6. SHEAR CONNECTORS SHALL BE 3/4" DIAMETER X 4-1/2" LONG HEADED STUDS UNLESS NOTED OTHERWISE.

7. TRUSS STEEL IS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) AND SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE. AESS SHALL BE SANDBLASTED (SSPC-SP6-82) PRIOR TO PRIMER COAT APPLICATION. PRIMER SHALL BE COMPATIBLE WITH FINAL PAINT COAT AND SHALL BE APPROVED BY FINISH PAINT CONTRACTOR. METAL DECK SHALL BE PAINTED AFTER INSTALLATION. SEE ARCHITECTURAL DOCUMENTS FOR PAINT SPECIFICATIONS.

8. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.

STRUCTURAL STEEL

1. STEEL JOISTS, BRIDGING, AND THEIR CONNECTIONS SHALL BE DESIGNED, FABRICATED, AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI).

2. STEEL ROOF JOISTS AND BRIDGING SHALL BE DESIGNED FOR A NET UNIFORM UPLIFT LOAD AS INDICATED ON THE DRAWINGS.

3. BRIDGING SHALL BE DESIGNED TO FULLY BRACE TOP CHORD OF JOISTS UNDER SERVICE LOADS FOR ROOF JOISTS NOT BRACED BY STEEL ROOF DECK.

4. DESIGN OF STEEL JOISTS, BRIDGING, AND THEIR CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND SIZES OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT DOCUMENT DETAILS. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE DESIGN OF THE STEEL JOISTS, BRIDGING AND THEIR CONNECTIONS.

5. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION AND ERECTION OF WALLS, BEAM FRAMING, METAL DECKING, ETC. TO ENSURE COMPATIBILITY OF ROOF AND WALL SYSTEMS CONSIDERING PITCH AND CAMBER OF STEEL JOISTS.

STEEL JOISTS

1. DECK DESIGN IS BASED ON THE STEEL DECK INSTITUTE DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS.

2. PROVIDE ROOF DECK WITH THE FOLLOWING MINIMUM PROPERTIES:

• 1.5 INCH DEPTH• 20 GAGE THICKNESS• 0.234 IN3/FT SECTION MODULUS• 0.201 IN4/FT MOMENT OF INERTIA• 33,000 PSI YIELD STRESS

3. PROVIDE COMPOSITE FLOOR DECK WITH THE FOLLOWING MINIMUM PROPERTIES:

• 2 INCH DEPTH• 18 GAGE THICKNESS• 0.485 IN3/FT SECTION MODULUS• 0.558 IN4/FT MOMENT OF INERTIA• 50,000 PSI YIELD STRESS

4. DECK IS SPECIFIED BASED ON A THREE SPAN CONDITION. FURNISH HEAVIER GAGE DECK IF REQUIRED FOR ONE OR TWO SPAN CONDITIONS.

5. FASTEN ROOF DECK TO RESIST A NET UPLIFT AS INDICATED ON THE DRAWINGS.

6. FASTEN ROOF DECK TO RESIST A DIAPHRAGM SHEAR FORCE OF 597 POUNDS PER LINEAR FOOT.

METAL DECK

1. COMPOSITE FLOOR MEMBERS ARE DESIGNED TO BE UNSHORED UNLESS NOTED OTHERWISE.

2. COMPOSITE FLOOR SLABS ARE TO BE FINISHED LEVEL. THE WEIGHT OF THE WET CONCRETE WILL CAUSE DEFLECTIONS OF THE STEEL FRAMING AND DECKING. THUS, CONCRETE OVERRUNS ARE TO BE ANTICIPATED AND INCLUDED IN THE CONTRACTOR'S BASE BID.

3. CALCULATED DEFLECTION OF THE STRUCTURAL STEEL FRAMING UNDER THE WET WEIGHT OF THE CONCRETE, MEMBER SELF WEIGHT, AND CONSTRUCTION LIVE LOAD IS AS FOLLOWS:

• INDIVIDUAL FLOOR MEMBERS: MEMBER LENGTH/500 OR MAXIMUM 1 IN.

4. COORDINATE EMBEDDED ITEMS REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND MECHANICAL ELEMENTS. OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER FOR PLACEMENT OF EMBEDDED ITEMS, RECESSES OR DEPRESSIONS IN THE SLAB NOT SHOWN ON THE STRUCTURAL DOCUMENTS.

5. CONDUIT, PIPE, OR DUCT CAST WITHIN COMPOSITE SLAB SHALL NOT EXCEED 1 INCH IN OUTSIDE DIAMETER NOR ONE THIRD THE CONCRETE COVER THICKNESS, SHALL BE PLACED WITHOUT CROSSOVERS, SHALL HAVE AT LEAST 3/4 INCH OF CONCRETE COVER AND SHALL BE PLACED AT LEAST 19 INCHES APART UNLESS SPECIFICALLY DETAILED AND SHOWN IN STRUCTURAL DOCUMENTS. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE EFFECT OF CONDUIT, PIPE, OR DUCT NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DOCUMENTS ON THE FULFILLMENT OF GOVERNING CODE REQUIREMENTS AND SPECIFIED FIRE RATINGS BY THE COMPOSITE SLAB SYSTEM.

6. PLACEMENT OF CONTROL JOINTS IN THE COMPOSITE FLOOR SLAB IS PROHIBITED.

COMPOSITE FLOOR CONSTRUCTION

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8'-0" TYP.

ROOF PLAN COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE DIAGRAM

= -23 PSF / +16 PSF

= -31 PSF / +20 PSF

NOTE: WIND PRESSURE BASED ON 50 SQUARE FOOT AREA. NEGATIVE INDICATES PRESSURE AWAY FROM SURFACE

8'-0" TYP.

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WALL ELEVATION COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE DIAGRAM

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= -27 PSF / +21 PSF

PARAPET

= -39 PSF / +48 PSF

= -36 PSF / +48 PSF

NOTE: WIND PRESSURE BASED ON 25 SQUARE FOOT AREA. NEGATIVE INDICATES PRESSURE AWAY FROM SURFACE

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1825501

COMPONENTSAND

CLADDING

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0



1

1

2

2

3

3

4

4

5

5

6

6

DD

C.9C.9

CC

BB

A.1A.1

AA

A.8A.8

1.4

1.4

5.6

5.6

HSS

8X8X

1/4

9'-9 7/8" 15'-0 1/8" 20'-2" 29'-10" 20'-2" 14'-3 1/2" 10'-6 1/2"

2'-0

"1

9'-0

7/8

"6

'-4 1

/8"

23

'-2

"2

7'-1

"2

'-0

"

F5.0

14

S3-01

TYP @ STOREFRONT

11

S3-01TYP @

DOORS

7

S3-01TYP

C.J

. T

YP

NO

TE

7

NOTE 6

NOTE 8, TYP

NOTE 9, TYP

13

S3-01

T/FTG

= -3

'-0"

T/PIT = -5'-0"

15

S3-01

15

S3-01

10

S3-01

5

S3-01

TYP

6

S3-01

TYP

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F7.0

HSS

8X8X

1/4

F7.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F5.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F4.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F4.0

HSS

8X8X

1/4

F19.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F6.0

HSS

8X8X

1/4

F5.0

HSS

8X8X

1/4

F19.0

HSS8X8X1/4F5.0

HSS10

X10X1/

2

F9.0

HSS10

X10X1/

2

F10.0

HSS10

X10X1/

2

F10.0

HSS10

X10X1/

2

F9.0

HSS10

X10X1/

2

F9.0

HSS10

X10X1/

2

HSS10

X10X1/

2

HSS10

X10X1/

2

F9.0

F9.0

F9.0P1

SLAB, TYP2'-8" RIBBON

SUMP PIT

18

S3-01

18

S3-01

2'-1" 9'-2" 7'-4" 9'-2" 2'-1"

BP1

BP1 BP

1BP

1

BP1

BP1

BP1

BP1

BP1

BP3 BP

3BP

3

BP3

BP3

BP3

BP3

BP3

BP1

BP1

BP1

BP1

BP1 BP

1

BP2

BP2

HSS

8X8X

1/4

F19.0BP

2

BP1

HSS8X8X1/4F19.0

BP2

HSS

8X8X

1/4

BP1

HSS

8X8X

1/4

BP1

F4.0

F4.0

F4.0

HSS

8X8X

1/4

BP1

HSS8X8X1/4B

P1F4.0

NOTES:1. SEE S0-01 FOR STRUCTURAL GENERAL NOTES.2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS.3. Fx INDICATES COLUMN FOOTING, SEE 1/S3-01. T/FTG = -1'-4" UNO, BASED ON T/SLAB

REFERENCE ELEVATION = 0'-0".4. Px INDICATES CONCRETE PILASTER, SEE 9/S3-01. T/PILASTER = -1'-4" UNO.5. BPx INDICATES COLUMN BASE PLATE, SEE 2/S3-01.6. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x6 W2.1xW2.1 ON VAPOR BARRIER

AND 4" GRANULAR BASE.7. C.J. INDICATES SLAB CONTROL JOINT, SEE 8/S3-01 AND GENERAL NOTES FOR ADDITIONAL

INFORMATION.8. PROVIDE ISOLATION JOINT AT COLUMN, SEE 3/S3-01.9. PROVIDE REINFORCEMENT AT RE-ENTRANT CORNERS AND DISCONTINUOUS CONTRACTION

JOINTS, SEE 12 & 16/S3-01.10. INDICATES BRACED FRAME, SEE S5-11.11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY AND PLUMBING

LINES, SEE 17/S3-01.

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KW

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UIT

E 1

50 . A

LP

HA

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TT

A, G

A . 3

0022

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ON

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AX

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64.1

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REVISION



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1825501

FOUNDATIONPLAN

CU

MM

ING

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G

CA

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ON

HW

Y.

CU

MM

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, G

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0


1/8" = 1'-0"S1-01

1 FOUNDATION PLAN


1

1

2

2

3

3

4

4

5

5

6

6

DD

C.9C.9

CC

BB

A.1A.1

AA

A.8A.8

1.4

1.4

5.6

5.6

9'-9 7/8" 15'-0 1/8" 20'-2" 29'-10" 20'-2" 14'-3 1/2" 10'-6 1/2"

2'-0

"1

9'-0

7/8

"6

'-4 1

/8"

23

'-2

"2

7'-1

"2

'-0

"

V=22 V=22 V=22 V=22

V=

12

W21X

44 (

22)

V=

12

V=

32

W18X

35 (

18)

V=

19

W18X

35 (

18)

V=

21

V=

33

W18X

35 (

18)

V=

21

W18X

35 (

18)

V=

19

V=

12

W21X

44 (

22)

V=

12

V=34 W21X44 (24) V=34 W24X62 (20) W24X62 (30) W24X62 (20) V=34 W21X44 (24) V=34

W16X

31 (

24)

V=

16

W16X

26 (

12)

V=

16

V=

17

W16X

26 (

12)

V=

17

V=

17

W16X

26 (

12)

V=

17

V=

16

W16X

26 (

12)

V=

16

W16X

31 (

24)

V=30 W18X40 (23) V=30 W24X62 (20) W24X62 (30) W24X62 (20) V=30 W18X40 (23) V=30

V=

14

W21X

44 (

15)

V=

14

W12X19 (6)

W18X

50 (

10)

W18X35 (6)

V=

18

W18X

35 (

18)

V=

18

V=

20

W18X

35 (

18)

V=16 W18X35 (24) V=16

V=

20

W18X

35 (

18)

V=

32

V=24 W24X68 (42) V=24

V=

18

W18X

35 (

19)

V=16 W18X35 (24) V=16

V=

14

W21X

44 (

15)

V=

14

W18X35 (6)

W18X

50 (

10)

W12X

19 (

6)

W12X

19 (

6)

V=17 W18X40 (12) V=17 V=17 W18X40 (12) V=17

V=

21

W18X

35 (

16)

V=

21

V=

16

W16X

26 (

12)

V=

16

V=

24

W18X

40 (

18)

V=

24

V=

16

W16X

26 (

12)

V=

16

V=

21

W18X

35 (

16)

V=

21

V=

17

W16X

26 (

12)

V=

17

V=

14

W16X

26 (

12)

V=

14

V=

20

W16X

26 (

12)

V=

20

V=

14

W16X

26 (

12)

V=

14

V=

17

W16X

26 (

12)

V=

17

V=

16

W16X

26 (

12)

V=

16

V=

23

W18X

35 (

16)

V=

23

V=

16

W16X

26 (

12)

V=

16

V=

19

W18X

35 (

16)

V=

19

V=

21

W18X

35 (

16)

V=

21

V=

24

W18X

40 (

18)

V=

24

V=

21

W18X

35 (

16)

V=

21

V=

17

W16X

26 (

12)

V=

17

V=

20

W16X

26 (

12)

V=

20

V=

17

W16X

26 (

12)

V=

17

V=

23

W18X

35 (

16)

V=

23

V=

19

W18X

35 (

16)

V=

19

V=

16

W16X

26 (

12)

V=

16

V=

16

W16X

26 (

12)

V=

16

V=

14

W16X

26 (

12)

V=

14

V=

14

W16X

26 (

12)

V=

14

V=

16

W16X

26 (

12)

V=

16

V=

16

W16X

26 (

12)

V=

16

W12X19 (8) W12X19 (8)

W12X19 (6)

V=

33

V=

32

V=

32

V=

18

S5-01

1TYP6

S5-01

TYP

7

S5-01

TYP

10

S5-01

TYP

W12X19 (8)

W12X19 (8)

W12X

19 (

6)

W12X

19 (

6)

W12X19 (8) W12X19 (8)

JULIET BALCONY,BY OTHERS

1"

1"

CANT CANT

JULIET BALCONY,BY OTHERS

11

S5-01

TYP @ BRICK

15

S5-0115

S5-01

14

S5-01

14

S5-01

HSS8X8X1/2 HSS8X8X1/2

B/STL = 12'-0"

W24X55 (12) W24X55 (12)

B/STL = 12'-0"

V=32 W24X76 (24) V=32

4'-6 1

/8"

5'-3 7

/8" MARQUEE CANOPY

W12X

19

W12X

19

W12X

19

W12X

19

W12X

19

W12X19W12X19

W12X19

W12X

19

NOTES:1. SEE S0-01 FOR STRUCTURAL GENERAL NOTES.2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS.3. DECK BEARING ELEVATION = 15'-6 1/2" RELATIVE TO FIRST FLOOR REFERENCE ELEVATION =

0'-0" UNO.4. INDICATES DIRECTIONAL SPAN OF 2" 18 GA COMPOSITE FLOOR DECK W/ 3 1/2”

CONCRETE (5 1/2” TOTAL DEPTH) W/ WWF 6x6 W2.1xW2.1, SEE 2/S5-01.

5. (x) INDICTATES NUMBER OF 3/4" ∅ HEADED STUDS EQUALLY SPACED, SEE 3/S5-01.

6. V=x INDICATES MAXIMUM SHEAR REACTION IN KIPS7. INDICATES BRACED FRAME, SEE S5-11.8. INDICATES MOMENT FRAME, SEE S5-12.

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OK

SID

E P

AR

KW

AY

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UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

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AX

: 770.8

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REVISION



/17/2

01

9 5

:16

:48

PM

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1825501

UPPER LEVELFRAMING

PLAN

CU

MM

ING

CIT

Y C

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R -

BU

ILD

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G

CA

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ON

HW

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CU

MM

ING

, G

A 3

004

0


1/8" = 1'-0"S1-02

1 UPPER LEVEL FRAMING PLAN


1

1

2

2

3

3

4

4

5

5

6

6

DD

C.9C.9

CC

BB

A.1A.1

AA

A.8A.8

1.4

1.4

5.6

5.6

W18X40 W18X40

W24X68 W24X68 W24X68

W14X

22

W14X

22

W14X

22

W14X

22

W18X

35

W16X

31

22K

4

22K

4

22K

4

22K

4

W16X

31

W24X68 W24X68 W24X68

W18X

35 W14X

22

W14X

22

W14X

22

W14X

22

W18X

35

W14X

30

W8X

10

W8X

10

W14X

30

W12X19 W12X19

W12X19 W12X19

W12X19 W12X19W12X19 W12X19

W8X10 W8X10

14K

1W

8X

10

W8X

10

14K

1

20K

3

18K

3

20K

4

18K

3

20K

3

22K

4

22K

4

22K

4

22K

4

22K

4

16K

2

20K

3

16K

2

18K

3

20K

3

18K

3

20K

4

18K

3

20K

3

22K

4

22K

4

22K

4

22K

4

22K

4

16K

2

W12X

19 16K

2

18K

3

20K

3

18K

3

20K

4

18K

3

20K

3

22K

4

22K

4

22K

4

22K

4

22K

4

16K

2

20K

3

16K

2

18K

3

18K

3

20K

422K

420K

3

20K

3

20K

3

22K

4

22K

4

V=12 V=12

V=12 W16X26 V=12 V=12 W16X26 V=12

V=12 W16X26 V=12 V=12 W16X26 V=12

V=12 W21X48 V=12

9'-9 7/8" 15'-0 1/8" 20'-2" 29'-10" 20'-2" 14'-3 1/2" 10'-6 1/2"

2'-0

"1

9'-0

7/8

"6

'-4 1

/8"

23

'-2

"2

7'-1

"2

'-0

"

5

S5-02TYP

9

S5-02

TYP

6

S5-02

TYP

2

S5-02

TYP

S5-02

8

22K

4

DECK BRG = 31' 0 3/8"

DECK BRG = 29' 4 1/2"H

OIS

T B

EA

MN

OT

E 9

HS

S12X

8X

1/2

HS

S12X

8X

1/2

W18X

35

B/S

TL =

27'-4"

B/S

TL =

27'-4"

HSS12X8X5/8

B/STL = 27'-4"

W21X48

HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4B/STL = 27'-4" B/STL = 27'-4" B/STL = 27'-4" B/STL = 27'-4"

18

S5-01

TYP @ HSSHEADER

7

S5-02

7

S5-02

@ ARCHED WINDOW

@ ARCHED WINDOW

19

S5-01

19

S5-01

19

S5-01

6

S5-02

6

S5-02

NOTES:1. SEE S0-01 FOR STRUCTURAL GENERAL NOTES.2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS.3. DECK BEARING ELEVATIONS RELATIVE TO FIRST FLOOR REFERENCE ELEVATION = 0'-0"

UNO.4. INDICATES DIRECTIONAL SPAN OF 1 1/2" 20 GA ROOF DECK, SEE 4/S5-02.5. INDICATES BRACED FRAME, SEE S5-11.6. INDICATES MOMENT FRAME, SEE S5-12.7. INDICATES AREA DESIGNED FOR 60 PSF LIVE LOAD TO ACCOMODATE ROOFTOP

MECHANICAL EQUIPMENT. 8. INDICATES CONT. HORZ. BRIDGING AT TOP AND BOTTOM CHORD OF JOISTS WITH

ADDITIONAL X-TYPE BRIDGING IN THE FIRST PANEL AND EVERY SIXTH PANEL. BRIDGING SHALL BE WELDED TO JOISTS, FRAMING, AND AT CROSSOVER POINTS. USE L1-1/4"x1-1/4"x7/64".

9. COORDINATE LOCATION OF ELEVATOR HOIST BEAM WITH ELEVATOR MANUFACTURER.

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REVISION



/17/2

01

9 5

:16

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1825501

ROOFFRAMING

PLAN

CU

MM

ING

CIT

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ILD

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G

CA

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HW

Y.

CU

MM

ING

, G

A 3

004

0


1/8" = 1'-0"S1-03

1 ROOF FRAMING PLAN


FOOTING SCHEDULE

MARK SIZE (WxLxT) REINF REMARKS

F4.0 4'-0"x4'-0"x12" 6#5 EW BOTTOM

F5.0 5'-0"x5'-0"x14" 6#5 EW BOTTOM

F6.0 6'-0"x6'-0"x15" 7#5 EW BOTTOM

F7.0 7'-0"x7'-0"x15" 8#5 EW BOTTOM

F9.0 9'-0"x9'-0"x18" 8#6 EW TOP & BOTTOM

F10.0 10'-0"x10'-0"x18" 9#6 EW TOP & BOTTOM

F19.0 19'-0"x19'-0"x24" 13#7 EW TOP & BOTTOM

SEE 2/S3-01 FOR BASE PLATE AND ANCHOR

BOLT DTL/SCHED

T/FTG EL

ISOLATION JOINT

DIG POCKET IF REQ'D TO KEEP MIN 3" COVER AT ANCHOR BOLTS

T/SLAB EL

CL COL/FTG

GR

OU

T

2

1

SEE 2/S3-01 FOR BASE PLATE AND ANCHOR

BOLT DTL/SCHED

T/FTG EL

ISOLATION JOINT

DIG POCKET IF REQ'D TO KEEP MIN 3" COVER AT ANCHOR BOLTS

T/SLAB EL

CL COL/FTG

GR

OU

T

2

1

FTG REINFT/FTG EL

6"

MIN

WA

LL

FT

G

2'-8" 2'-8"

#6@12"

PIPE AT BOTTOM OF FOOTING

PIPE UNDER FOOTING

FTG REINF

T/FTG EL

WA

LL

FT

G

ADDL REINF TO MATCH FTG REINF

PIPE NEAR TOP OF FOOTING

3"

MIN

1'-6" 1'-6" 2'-0"2'-0"

FTG REINF

T/FTG EL

WA

LL

FT

G

ADDL REINF TO MATCH FTG REINF

3"

MIN

1'-6" 1'-6" 2'-0"2'-0"

2'-8" 2'-8"#6@12"

CL OF PIPE

MIN

FT

GT

HIC

KN

ES

SM

IN F

TG

TH

ICK

NE

SS

NOTE:VERIFY PIPE PENETRATION LOCATIONS W/ PLUMBING CONTRACTOR

BP1 3/4" 14" 14" 5 1/2" 3/4" 9" 4 3/16"

A B C D E F NO W

WELDANCHOR BOLTSBASE PLATECOLUMN SIZE

BASE PLATE AND ANCHOR BOLT SCHEDULE

BP2 1" 17" 17" 6" 1 3/8" 15" 8 1/4"

BP3 1" 19" 19" 7" 1 3/8" 12" 8 1/4"

1

5

STAIR STRINGER

L4x4x5/16 W/ 5/8" DIA EXP ANCHOR W/ 6" MIN EMBED

WWF

2#5 CONT BOT

#4@12

NOTE:EXTEND THICKENED SLAB 1'-0" BEYOND EITHER SIDE OF STAIR

1'-0" 1'-0"

CONSTRUCTION JOINT

NOTE:SAW CUT OR DISCONTINUE REINF AT CONTRACTION JT.

SLAB REINF IN TOP 1/3 OF SLAB

TOOLED JT

SLAB REINF IN TOP 1/3 OF SLAB

CONTRACTION JOINT

1/8" x 1/3 SLAB DEPTH SAW CUT JT

2#5 x 4'-0" TOP

BLDG CORNER OR CONSTRUCTION JT

3"

2"

BASE PLATE

ISOLATION JT

BASE PLATE

CONTRACTION JT OR CONSTRUCTION JT, TYP

CONTRACTION JT OR CONSTRUCTION JT, TYP

ISOLATION JT

CLR

3"

CLR

3"

EDGE OF SLAB

GRADE SUPPORTED SLAB

INDICATES SLAB CONTRACTION JT

2#5 x 4'-0" TOP AT DISCONTINUOUS SLAB CONTRACTION JOINT

CJ

CJCJ

3"

2"

#4@12"

2#5 CONT

WWF

FIN GR

T/SLAB EL

T/FTG EL

2#5 CONT

#4@12"

3'-0"

2

1

2'-0"

1'-0

"

1'-4

"

METAL STUD, SEE ARCH

BRICK, SEE ARCH

GROUT SOLID BELOW GRADE

8"

#4@12"

2#5 CONT

WWF

T/SLAB EL

3'-0"

2

1

MIN

1'-4

"

8"

1/2" EXP JT

SEE CIVIL

T/FTG EL

2#5 CONT

#4@12"

2'-0"

1'-0

"

SEE ARCH

SEE CIVILT/SLAB EL

2#5 CONT

#4@12"

WWF

3'-0"

2

1

MIN

1'-4

"

8"

8"

1 1/2"

T/FTG EL

2#5 CONT

#4@12"

2'-0"

1'-0

"

1

5

1

5

2

1

2'-6"

2'-6"

TYPICAL WALL

#5@12" EW,T&B

#5@12"

#5@12"

T/SLAB

#4@12"

#4@12" EW

PIT FLOOR

#4@12" EW

IF WALL IS REQD W/ VERT REINF, DWL

INTO ELEV PIT WALL AS SHOWN

#5 CONT

SUMP PIT

SILL ANGLEBY ELEV MFR

DOOR SILL

NOTE:BRACE WALLS UNTIL FLOORIS IN PLACE AND CURED

CO

OR

D W

/ E

LE

V M

FR

5'-0

" M

AX

1'-0

"

.

SE

E M

EC

H

CO

OR

D W

/E

LE

V M

FR

1'-0

"

1'-0" 8" 1'-6" 10"

1'-0

"

1'-0"8"

THREADED ANCHOR BOLT PROJECTION = GROUT + BASE PLATE THICKNESS + ANCHOR BOLT DIA + 1" MIN

ANCHOR ROD WITH (2) STD FLAT WASHERS AND (2) HEAVY HEX NUTS, TYP

E

TACK

A

MIN

2"

GR

OU

T

F

.

DD

D D

C

B

W

T/CONC EL

STD PLATE WASHER AT EACH ANCHOR BOLT, SEE NOTE 2

BP1

DD

D D

C

B

W

BP2 & BP3

2

1

T/FTG EL

SEE 2/S-301 FOR BASEPLATE AND ANCHOR

BOLT DTL / SCHED

T/PILASTER EL

T/SLAB EL

COLUMN

ISOLATION JT

20" SQUARE PILASTER WITH 8#7 VERT& #3 TIES @ 12"

CL COL / FTG

3"

TIE

SP

AC

ING

2"

3"

GR

OU

T

STANDARD WEIGHT HORIZ JOINT REINF AT 8" BELOW GRADE AND AT 16" ABOVE GRADE

8" CMU WALL REINF W/ #5@32" O.C.

DOWEL TO MATCHVERT WALL REINF

ALTERNATE HOOKS

3#5 CONT

T/FTG EL

1'-0

"

1'-0" 8" 1'-0"

8" BOND BEAM W/ 1#5 CONT.

PRECAST CAP, SEE ARCH

STONE VENEER, SEE ARCH

1'-4

"

FIN GRADE EL

NOTE:1. COORDINATE LOCATION W/ CIVIL/ARCH DRAWINGS.

GROUT SOLID BELOW GRADE

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

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RV

ED

DRAWN BY CHECKED BY

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/17/2

01

9 5

:16

:51

PM

G:\M

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\Sh

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\08

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.19

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ocum

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\Re

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018

\Str

uctu

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Cu

mm

ing

City C

en

ter_

BLD

GG

_20

18

.rvt

S3-01

KS KMJ

1825501

FOUNDATIONDETAILS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


3/4" = 1'-0"S3-01

1 FOOTING SCHEDULE3/4" = 1'-0"S3-01

5 TYPICAL EXTERIOR STEEL COLUMN FOOTING

3/4" = 1'-0"S3-01

6 TYPICAL INTERIOR STEEL COLUMN FOOTING

3/4" = 1'-0"S3-01

17 TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING

3/4" = 1'-0"S3-01

15 TYPICAL THICKENED GRADE SUPPORTED SLAB AT STEEL STAIR

3/4" = 1'-0"S3-01

8 TYPICAL GRADE SUPPORTED SLAB AT JOINTS3/4" = 1'-0"S3-01

12 TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER3/4" = 1'-0"S3-01

4 TYPICAL ISOLATION JOINT AT STEEL COLUMN3/4" = 1'-0"S3-01

16TYPICAL REINFORCEMENT AT DISCONTINUOUS CONTRACTIONJOINT

3/4" = 1'-0"S3-01

7 TYPICAL TURNDOWN SLAB ON FOOTING3/4" = 1'-0"S3-01

11 TYPICAL TURNDOWN SLAB AT DOOR

3/4" = 1'-0"S3-01

14 TYPICAL TURNDOWN SLAB AT STOREFRONT

3/4" = 1'-0"S3-01

13 TYPICAL ELEVATOR PIT

3/4" = 1'-0"S3-01

2 TYPICAL BASE PLASTE AND ANCHOR BOLT (TUBE)3/4" = 1'-0"S3-01

10 TYPICAL INTERIOR COLUMN FOOTING WITH PEDSTAL/PILASTER3/4" = 1'-0"S3-01

18 TYPICAL SECTION THRU FOOTING AT SITE SIGNAGE


UNSLOTTEDCOLUMN

NOTE:CLOSE COLUMN WITH 1/2" CAP PLATE, TYP

BEAM WEB, TYP FLANGE NOT SHOWN

SINGLE PLATE CONNECTION (3/8" MIN) SIZE TO SUIT SHEAR AND MOMENT

1/4MIN

1/4MIN

TYP

STANDARD LINTEL SCHEDULE

OPENINGS UP TO 6'-0"

4" BRICK L5x5x5/16

OPENINGS 6'-0" TO 8'-0"

4" BRICK 3/8"x6"x5" BENT PL, LLV

WALL SIZE LINTEL TYPE REMARKS

OPENINGS 8'-0" TO 10'-0"

4" BRICK 3/8"x6"x5" BENT PL, LLV

5/8" DIA PUDDLE WELDS @ 24" AT FLOOR PERIMETER

CL OF END SUPPORT

COMPOSITE DECK

#12 TEK SCREW @ 36" MAX AT SIDE LAPS

5/8" DIA PUDDLE WELDS AT FLUTES NOT HAVING

SHEAR CONNECTORS

CL OF INTERMEDIATE SUPPORT

WWF

BEAM

2#4 x 4'-0" IN TOPTHIRD OF SLABAT CORNERS

W/ ARCH AND MECH

COORD OPENING SIZE

W/

AR

CH

AN

D M

EC

H

CO

OR

D O

PE

NIN

G S

IZE

CLOSURE STRIP

5/16" BENT PL CONT

3/8" OUTRIGGER PL @ 24" WHEN OVERHANG > 8"

1/2" DIA DBA x 3'-0" @ 24"

COMPOSITE DECK

WWF

MIN1 1/2"

1'-0" MAXSEE ARCH

1"

CLR

TYP

24" MAX.

DECK PERPENDICULAR TO BEAMS

CASE 1: FEWER STUDS THAN FLUTES

PLACE ONE STUD IN EVERY OTHER FLUTE FOR ENTIRE LENGTH OF BEAM. IF STUDS REMAIN, PLACE IN FLUTES NOT ALREADY HAVING A STUD, STARTING AT BEAM ENDS AND CONTINUING TOWARD BEAM CENTER. MAXIMUM SPACING ALLOWED IS 24".

CASE 2: MORE STUDS THAN FLUTES

PLACE ONE STUD IN EACH FLUTE FOR ENTIRE LENGTH OF BEAM. IF STUDS REMAIN, PLACE A SECOND STUD IN FLUTES, STARTING AT BEAM ENDS AND CONTINUING TOWARD CENTER.

SINGLE STUD TWO STUDS

DECK PARALLEL TO BEAM

CASE 3: GIRDER WITH SEGMENTED STUD SPACING

PLACE SPECIFIED NUMBER OF STUDS IN EACH SEGMENT OF GIRDER AT EQUAL SPACES. IF SPACING IS LESS THAN 4 1/2", USE DOUBLE ROW AS REQUIRED.

CASE 4: UNIFORM STUD SPACING

PLACE A SINGLE ROW OF STUDS ALONG GIRDER AT EQUAL SPACING. IF SPACING IS LESS THAN 4 1/2", USE DOUBLE ROW AS REQUIRED, STARTING AT BEAM ENDS.

CL INTERSECTING

BEAM

EXAMPLE STUDLAYOUT ONLYFOLLOW SPECIFIEDNO OF STUDSSHOWN ON PLAN

(18) (4) (18)

STUDSSTAGGER

3"

MIN

3"

MIN

+/- 12"

EQ SPACING EQ SPACING

CL INTERSECTING

BEAM

COMPOSITE DECK

#4x5'-0" @ 18"

WWF ABOVE ALL OTHER REINF

CLOSURE STRIP BY DECK SUPPLIER

GIRDER

FLOOR OPENING REINFORCEMENT SCHEDULE

L* FORM OPENINGS TO EXCLUDECONCRETE AND CUT DECK AFTERCONCRETE HAS ATTAINED IT'SDESIGN STRENGTH

NO REINFORCING REQUIRED

2#5

2#6

2#7

REQUIRES STRUCTURAL STEEL FRAME

TO 10"

10" TO 16"

16" TO 24"

24" TO 30"

OVER 30"

L* IS MEASURED AT RIGHT ANGLE TO FLOOR DECK SPAN

EXTEND 48 BAR DIABEYOND OPNG

BAR

L =

10

" T

O 3

0"

L = 10" TO 30"

CLOSURE STRIP

1/2"x3'-0" DIA DBA @ 24"

SEE 10/S5-01 FOR ADDITIONAL EDGE OF SLAB DETAILS

WWF

1"

CLR


1 1/2" COMPENSATING RUNNER

1"

BEAM, SEE PLAN

BRICK VENEER, SEE ARCH


-

3/8"x 6 1/2"x4" BENT PL (LLH) CONT. W/ 15/16" x 13/16" VERT SLOTTED

HOLES, WELD ANGLE IN PLACE AFTER ALIGNMENT

3/4" DIA x 6" ERECTION BOLTS W/ FLAT WASHER @ 4'-0" O.C.

-

BEAM, SEE PLAN

5/16" BENT PL CONT, EA SIDE

1#4 CONT

METAL STUDS

METAL STUDS

BRICK VENEER, SEE ARCH

DECK BRG EL3/8"x 6 1/2"x4" BENT PL (LLH) CONT. W/ 15/16" x 13/16" VERT SLOTTED

HOLES, WELD ANGLE IN PLACE AFTER ALIGNMENT

3/4" DIA x 6" ERECTION BOLTS W/ FLAT WASHER

@ 4'-0" O.C.

COMPOSITE DECK, SEE PLAN

BEAM, SEE PLAN

STAIR STRINGER

METAL CLOSURE PLATE

DECK BRG EL

WWF

1 1/2" COMPENSATING RUNNER

1"

METAL STUD INFILL, SEE ARCH

VENEER, SEE ARCH

ROOF OR COMPOSITE DECK, SEE PLANBEAM, SEE PLAN

B/STL EL HSS BEAM, SEE PLAN

6 1/2"x4x3/8" BENT PL CONT. (LLH) WELDED

TO HSS

1/4" STIFF PL EA SIDE @ EA C8

C8x11.5 @ 6'-0" O.C. MAX

VENEER, SEE ARCH ROOF OR COMPOSITE DECK, SEE PLAN

BEAM, SEE PLAN

B/STL EL

6 1/2"x4x3/8" BENT PL CONT. (LLH) WELDED

TO C8

6'-8

" M

AX

L4x4x1/4 KICKER @ EA C8KICK TO ADJACENT BEAM OR JOIST AT PANEL POINT

3/16"

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/17/2

01

9 5

:16

:52

PM

G:\M

y D

rive

\Sh

ea

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tructu

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esig

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.19

00

1 c

um

min

g c

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r\C

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uctio

n D

ocum

ents

\Re

vit 2

018

\Str

uctu

ral_

Cu

mm

ing

City C

en

ter_

BLD

GG

_20

18

.rvt

S5-01

KS KMJ

1825501

STEELFRAMINGDETAILS

CU

MM

ING

CIT

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BU

ILD

ING

G

CA

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ON

HW

Y.

CU

MM

ING

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004

0


3/4" = 1'-0"S5-01

1 TYPICAL TUBE COLUMN CONNECTIONS

12" = 1'-0"S5-01

20 STANDARD LINTEL SCHEDULE

3/4" = 1'-0"S5-01

2 TYPICAL FLOOR DECK ATTACHMENT (5/8" PUDDLE WELDS)3/4" = 1'-0"S5-01

6 TYPICAL COMPOSITE SLAB AT INTERIOR BEAM

3/4" = 1'-0"S5-01

8 TYPICAL COMPOSITE SLAB AT OPENING

3/4" = 1'-0"S5-01

10TYPICAL COMPOSITE SLAB AT INTERIOR AND EXTERIOR SLABEDGES

3/4" = 1'-0"S5-01

3 TYPICAL STUD PLACEMENT AT METAL DECK3/4" = 1'-0"S5-01

7 TYPICAL COMPOSITE SLAB AT INTERIOR GIRDER

3/4" = 1'-0"S5-01

12TYPICAL REINFORCING AT FLOOR OPENING (30 INCHES ORLESS)


3/4" = 1'-0"S5-01

11 TYPICAL EXTERIOR COMPOSITE SLAB EDGE SECTION3/4" = 1'-0"S5-01

15 COMPOSITE SLAB AT EXTERIOR WALL AT SLAB OPENING

3/4" = 1'-0"S5-01

14 TYPICAL STAIR TREAD DIAGRAM3/4" = 1'-0"S5-01

18 TYPICAL SECTION AT LARGE STOREFRONT HEADER BRICK

3/4" = 1'-0"S5-01

19 TYPICAL SECTION AT HANGING STOREFRONT HEADER BRICK

CL OF PANEL POINT

CL OF PANEL POINT

CL OF CONCENTRATED LOAD

ON ROOF NOTE 1

BAR JOIST

(2) L1-1/2 x1-1/2 x 3/16" TYP

NOTE:1. CONCENETRATED LOAD GREATER THAN

100 LBS BUT NOT TO EXCEED 300 LBS. MAX OF 2 LOADS TOTAL PER JOIST.

1/8 1TYP

CL OF CONCENTRATED LOAD

ON ROOF NOTE 1

1/2" CAP PL

DECK BRG EL

STABILIZER PLATE.THICKNESS TO BEDETERMINED BY JOISTSUPPLIER

3/16

1/8

6"

CL JOIST

STD SHEAR CONN

L5x5x3/8, TYPL4x3x1/4 AT W8x10

DECK BRG EL

TYP

JOIST

BEAM

DECK BRG EL

CL

1/8 2 1/2" MIN

NOTE:WHEN SUPPORT WIDTH IS LESS THAN 5 1/2", LAP JOISTS SIDE BY SIDE AT SUPPORT FOR MIN BEARING

5/8" DIA PUDDLE WELDS W/ 14 GA WELD WASHERS @ 12" AT PERIMETER OF BUILDING

36" WIDE SHEET METAL DECK

CL OF END SUPPORT

(7) 5/8" DIA PUDDLE WELDS AT SUPPORTS

CL OF INTERMEDIATE SUPPORT

#10 SELF TAPPING SCREWS @ 12" AT

SIDE LAPS

W/ A

RC

H A

ND

ME

CH

W/ ARCH AND MECH

L3 1/2x3 1/2x1/4 x 0'-5"

L3x3x1/4

L3 1/2x3 1/2x1/4 x 0'-5"

L3x3x1/4

SE

E A

BO

VE

CO

OR

D O

PN

G S

IZE

COORD OPNG SIZE

3/16TYP

3/16

NOTE: FOR SPANS GREATER THAN 5'-0" USE L6x3 1/2x5/16 (LLV)

C8x11.5

L4x4x1/4

C JOIST

ROOF DECK, SEE PLAN FOR ORIENTATION

MECH UNIT

W8x13

PROVIDE METAL DECKCLOSURE ANGLE BEYONDAT PARALLEL CONDITION

L

VENEER, SEE ARCH

DECK BRG EL

CL BEAM

T/PARAPETSEE ARCH

C8x11.5 @ 4'-0" O.C.

3/16"6'-0

" M

AX

3"

METAL STUDS, SEE ARCH

1 1/2" COMPENSATING STUD RUNNER

3/8" PL CONT WELDED TO BEAM

BEAM, SEE PLAN

ROOF DECK, SEE PLAN

JOIST, SEE PLAN

1/4" STIFF PL EA SIDE @ EACH C8

HSS8x2x1/4 CONT WELDED TO C8

1"

PRECAST CAP

ARCH VENEER

DECK BRG EL

CL BEAM

T/PARAPETSEE ARCH HSS8x2x1/4 CONT

WELDED TO C8

C8x11.5 @ 4'-0" O.C.

3/16"6'-0

" M

AX

METAL STUDS, SEE ATCH

1 1/2" COMPENSATING STUD RUNNER

BEAM, SEE PLAN

ROOF DECK, SEE PLAN

JOIST, SEE PLAN

L3x3x1/4 WELDED TO JOISTS

1/4" STIFF PL EA SIDE @

EACH C8

1"

PRECAST CAP

ARCH VENEER

DECK BRG EL

CL BEAM

T/PARAPETSEE ARCH

3/16"6'-0

" M

AX

BEAM, SEE PLAN

ROOF DECK, SEE PLAN

JOIST, SEE PLAN

SEE 2/S5-02 FOR PARAPET DETAIL

METAL STUDS, SEE ARCH

CONCEALED ARCHED BRICK

LINTEL SYSTEM, BY OTHERS

T/WINDOW VARIESSEE ARCH

WINDOW, SEE ARCH

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION



/17/2

01

9 5

:16

:53

PM

G:\M

y D

rive

\Sh

ea

r S

tructu

ral\P

roje

cts

\08

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esig

n\0

84

.19

00

1 c

um

min

g c

ity c

ente

r\C

onstr

uctio

n D

ocum

ents

\Re

vit 2

018

\Str

uctu

ral_

Cu

mm

ing

City C

en

ter_

BLD

GG

_20

18

.rvt

S5-02

KS KMJ

1825501

STEELFRAMINGDETAILS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

004

0


3/4" = 1'-0"S5-02

1 TYPICAL JOIST REINFORCEMENT (CONCENTRATED LOAD)3/4" = 1'-0"S5-02

5 TYPICAL JOIST TO END COLUMN CONNECTION3/4" = 1'-0"S5-02

13 TYPICAL BEAM TO JOIST CONNECTION3/4" = 1'-0"S5-02

9 TYPICAL JOIST TO BEAM INTERIOR CONNECTION

3/4" = 1'-0"S5-02

4 TYPICAL ROOF DECK ATTACHMENT (36" WIDE SHEET)3/4" = 1'-0"S5-02

8 TYPICAL FRAMING AT ROOF DECK OPENING

3/4" = 1'-0"S5-02

3 TYPICAL ROOF DECK AT METAL MECHANICAL UNIT SUPPORT


3/4" = 1'-0"S5-02

6 TYPICAL PARAPET SECTION13/4" = 1'-0"S5-02

2 TYPICAL PARAPET SECTION AT JOIST13/4" = 1'-0"S5-02

7 SECTION AT ARCHED WINDOW

WP

BRACE

3/8" MIN GUSSET PL

3/16" COVER PL, NS AND FS

BASE PLATE, SEE ?/S??

NOTE:GUSSET PLATE AND WELDS TO BE SIZED BY SUPPLIER

CL COL

T/FTG EL

D

DM

IN

SEAL WELD

SEAL WELD

3/16" COVER PL

NS AND FS

3/8" MIN THRU PL

NOTE:THRU PL AND WELDS TOBE SIZED BY SUPPLIER

D

MIN

D

TYP

WP

3/16" COVER PL NS AND FS,

TYP

3/8" MIN GUSSET PL

BRACE

NOTE:GUSSET PL, SHEARCONNECTION AND WELDSTO BE SIZED BY SUPPLIER

C COLL

C BEAML

T/STL EL

MIN

D

D

SEAL WELD

WP

3/16" COVER PL NS AND FS, TYP

3/8" MIN GUSSET PL

BRACE

NOTE:GUSSET PL, SHEARCONNECTION AND WELDSTO BE SIZED BY SUPPLIER

C COLL

C BEAML

T/STL EL

MIN

D

D

SEAL WELD

A A.8

W14X30

HSS4X4X1/4HSS4X4X1/4

W18X50 (10)

HSS6X6X1/4 HSS6X6X1/4

HS

S8X

8X

1/4

HS

S8X

8X

1/4

P= +/-2

2

P= +/-9

P= +/-22

P= +/-9

V=10

V=17

V=10

V=17

S5-11

1

S5-11

2

S5-11

3

S5-11

4

TYP

TYP

TYP

TYP

A A.8

P= +/-2

2

P= +/-9

P= +/-22

P= +/-9

V=10

V=17

V=10

V=17

W14X30


W18X50 (10)


HS

S8X

8X

1/4

HS

S8X

8X

1/4

S5-11

1

S5-11

2

S5-11

3

S5-11

4

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DISCLAIMER:

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3/4" = 1'-0"S5-11

1 TYPICAL VERTICAL BRACE AT FOUNDATION

3/4" = 1'-0"S5-11

2 TYPICAL VERTICAL BRACE INTERSECTION

3/4" = 1'-0"S5-11

4 TYPICAL VERTICAL BRACE AT END COLUMN AT ROOF

3/4" = 1'-0"S5-11

3 TYPICAL VERTICAL BRACE AT END COLUMN AT FLOOR

1/4" = 1'-0"S5-11

9 BRACED FRAME ALONG 1.41/4" = 1'-0"S5-11

17 BRACED FRAME ALONG 5.6


NOTES:V=x INDICATES MAXIMUM ALLOWABLE SHEAR IN KIPS.P=x INDICATES MAXIMUM ALLOWABLE AXIAL FORCE IN KIPS.

NOTES:V=x INDICATES MAXIMUM ALLOWABLE SHEAR IN KIPS.P=x INDICATES MAXIMUM ALLOWABLE AXIAL FORCE IN KIPS.

PC HSS COL TOMATCH COL BELOW,

TYP ALL SIDES

CAP PLATE, TO MATCH BM FLANGE

THRU PLATE

BEAM WEB, TYP (FLANGE NOT SHOWN)

SHEAR

PLATE

1" RADIUS, TYP

NOTE: SEE SCHED FOR SIZE AND NUMBER OF BOLTS

COMPLETEPENETRATION

COMPLETEPENETRATION

T/STL EL

BOTTOM PLATE TOMATCH BM FLANGE

STANDARD SHEAR CONN

1/4TYP

1/4TYP

2 3 4 5

W24X68 W24X68 W24X68

W24X62 (20)W24X62 (30)W24X62 (20)

HS

S10X

10X

1/2

HS

S10X

10X

1/2

HS

S10X

10X

1/2

HS

S10X

10X

1/2

V=13M=67

V=13M=67

V=15M=71

V=13M=67

V=15M=71

V=13M=67

V=37M=214

V=37M=214

V=39M=219

V=37M=214

V=39M=219

V=37M=214

S5-12

1 TYP

2 3 4 5

V=13M=67

V=13M=67

V=15M=71

V=13M=67

V=15M=71

V=13M=67

V=37M=214

V=37M=214

V=39M=219

V=37M=214

V=39M=219

V=37M=214

W24X68 W24X68 W24X68

W24X62 (20)W24X62 (30)W24X62 (20)

S5-12

1 TYP

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DISCLAIMER:

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3/4" = 1'-0"S5-12

1 TYPICAL TUBE COLUMN CONNECTIONS (MOMENT CONNECTION)1/4" = 1'-0"S5-12

13 MOMENT FRAME ALONG B

1/4" = 1'-0"S5-12

15 MOMENT FRAME ALONG C


NOTES:V=x INDICATES MAXIMUM ALLOWABLE SHEAR IN KIPS.M=x INDICATES MAXIMUM ALLOWABLE MOMENT IN KIP-FT.

NOTES:V=x INDICATES MAXIMUM ALLOWABLE SHEAR IN KIPS.M=x INDICATES MAXIMUM ALLOWABLE MOMENT IN KIP-FT.

GENERAL SYMBOLS

REVISION NUMBER

PLAN OR DETAIL NO

KEYED NOTE TO PLAN

SHEET NUMBER

NORTH ARROW

N

1

1

ABBREVIATIONS

EXHAUST AIR EA

DXDIRECT EXPANSION

BRITISH THERMAL UNIT PER HOUR BTUH

AMPERE

ABOVE FINISHED FLOOR

BRAKE HORSEPOWER

AIR HANDLING UNIT

CEILING

DRY BULB

DOWN

CONDENSATE DRAIN

CONDENSING UNIT

CUBIC FEET PER MINUTE

A

AFF

BHP

AHU

CD

CLG

CU

DN

DB

CFM

EXHAUST

ELEVATION

EXHAUST FAN

EQUIPMENT

EF

EAT

EQUIP

EXH

EL

ENTERING AIR TEMPERATURE

FIRE DAMPER FD

THOUSAND BTU/H MBH

LBSPOUNDS

TEMPERATURE TEMP

MINMINIMUM

MAXIMUM MAX

FLEXIBLE FLEX

ROOFTOP UNIT RTU

TYPICAL TYP

FILTER BOX FB

DIAMETER Ø

FLOOR

GALVANIZED

FEET PER MINUTE

FINS PER INCH FPI

FLR or FL

ESP

GALV

FPM

KILOWATT

OUTSIDE AIR

SUPPLY AIR

UNDERCUT

VOLTS

WET BULB

MANUAL VOLUME DAMPER

KW

OA

RA

UC

SA

VD

V

WB

HORSEPOWER HP

RETURN AIR AND/OR ROOM AIR

EXTERNAL STATIC PRESSURE

OBDOPPOSED BLADE DAMPER

TADTRANSFER AIR DUCT

SQFTSQUARE FEET

MANUFACTURER MANUF

SQINSQUARE INCHES

SD

CWR

CWS

A-12x12200 CFM

MECHANICAL SYMBOL LEGEND

CHWR

CHWS

M

WALL

DUCT

FD

WALL

DUCT

SD

WALL

DUCT

FSD

C

M 2 POSITION MOTORIZED DAMPER

PIPE TURNING DOWN

PIPE TURNING UP

CONDENSATE DRAIN PIPING

REFRIGERANT PIPING (LINE SET)R

SIDE WALL RETURN GRILLE

SIDE WALL SUPPLY GRILLE

THERMOSTAT

AIR DEVICE TYPE AND SIZEAIR FLOW CFM

UC

RADIANT DAMPER (RD)

RETURN/EXHAUST DUCT TURNING UP

SUPPLY DUCT TURNING DOWN

SUPPLY DUCT TURNING UP

3/4'' UNDERCUT BELOW DOOR

RETURN/EXHAUST DUCT TURNING DOWN

CEILING EXHAUST GRILLE

DUCT SMOKE DETECTOR

CEILING RETURN GRILLE

CEILING SUPPLY DIFFUSER

TRANSFER OPENING IN WALL ABOVE CEILING

EXISTING DUCT

CONNECT TO EXISTING

MANUAL VOLUME DAMPER

CEILING EXHAUST FAN

IN-LINE EXHAUST FAN

RD

CHILLED WATER RETURN PIPING

CHILLED WATER SUPPLY PIPING

CONDENSING WATER RETURN PIPING

CONDENSING WATER SUPPLY PIPING

GATE VALVE

BALL VALVE

CHECK VALVE

STRAINER

UNION

NEEDLE VALVE WITH PRESSURE GAUGE

THERMOMETER

BUTTERFLY VALVE

BALANCING VALVE

FLEX CONNECTION

MOTORIZED CONTROL VALVE

TRIPLE DUTY VALVE

VERTICAL INLINE PUMP (PLAN VIEW)

PUMP

AUTOMATIC AIR VENT

STRAINER WITH BLOW DOWN VALVE

DYNAMIC FIRE DAMPERSTYLE 'B' FIRE DAMPERSTYLE 'CR' FIRE DAMPER FOR ROUND DUCTS

T

DYNAMIC SMOKE DAMPER

COMBINATION DYNAMIC FIRE/SMOKE DAMPER

DISCONNECT FROM EXISTING

MECHANICAL GENERAL NOTES

1. IN PREPARATION OF THESE PLANS, THE ENGINEER HAS USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE LEGEND.

2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION, DIRECTION, AND GENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES WILL NOT BE REQUIRED.

3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.).

4. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN IN THE CEILING SPACE UNLESS NOTED OR INDICATED OTHERWISE.

5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD DIMENSIONS.

6. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.

7. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY.

8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A COMPLETE SYSTEM.

9. DIFFUSERS AND REGISTER LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE AND OTHER CEILING DEVICE LOCATIONS, FIELD VERIFY.

10. MOUNT ALL THERMOSTATS AND/OR SENSORS 4 FEET ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.

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DISCLAIMER:

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REVISION



email: [email protected]

1955 Lake Park Drive SE, Suite 325Smyrna, Georgia 30080

Ph: (678) 213-1616 Fax: (678) 213-1617

E N G I N E E R I N G · I N C

www.McVeighMangum.comAtlanta · Charlotte · Jacksonville · Raleigh

PEF005182Eng. of Record: License No.:

12

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GENERALNOTES,

LEGENDS, &SYMBOLS

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12/20/2019 CITY PERMIT & BID SET

031113Kenneth Gonzalez, P.E.


PACKAGED GAS-FIRED ROOFTOP UNIT SCHEDULE (HIGH EFFICIENCY)

MARK

BASIS OF DESIGN NOMINALTONS UNIT CONFIGURATION

INDOOR FAN COMPRESSOR(S) COOLING HEATING

ELECTRICAL FILTERS

NOTESTOTALCFM

OACFM ESP

MOTORHP QTY. TYPE REFRIG.

TOTALMBH

SENSIBLEMBH SEER EER IEER STAGES FUEL

MBHINPUT

MBHOUTPUT AFUEMFR. MODEL V/PH/HZ MCA MCOP SIZE EFFICIENCY

RTU-G201-1 CARRIER 48HC--08 7.5 DOWNFLOW 3000 450 0.5 1.7 2 SCROLL R410-A 93.3 87.9 N/A 12.0 13.8 2 NAT. GAS 180 148 82% 208/3/60 39 50 1" MERV 8 1 THRU 10

RTU-G202-1 CARRIER 48HC--07 6 DOWNFLOW 2400 360 0.5 1.7 1 SCROLL R410-A 74.7 56.8 N/A 12.0 16.0 2 NAT. GAS 125 103 82% 208/3/60 33 50 1" MERV 8 1 THRU 10

NOTES:

1. INDOOR COIL EAT = 80/67 FOR COOLING, 70 FOR HEATING.

2. OUTDOOR COIL EAT = 95 FOR COOLING, 17 FOR HEATING.

3. ESP DOES NOT INCLUDE FILTERS . FAN PERFORMANCE FOR DIRECT DRIVE UNITS IS AT HIGH SPEED. UNITS UP TO 5 TONS, FAN MOTOR SHALL BE ECM TYPE. UNITS 6 TONS AND LARGER SHALL INCLUDE 2-SPEED INDOOR MOTOR.

4. PROVIDE HINGED ACCESS DOORS, UNIT MOUNTED DISCONNECT AND UNPOWERED RECEPTACLE, CONDENSER COIL GUARDS, STAINLESS STEEL HEAT EXCHANGER.

5. FACTORY MOUNTED SMOKE DETECTOR IN SUPPLY AND RETURN COMPARTMENTS AND INTERNAL FLOAT SWITCH WIRED FOR UNIT SHUTDOWN.

6. LOW-LEAK ECONOMIZER WITH COMP ENTHALPY CONTROL MODULE. POWER EXHAUST FOR UNITS ABOVE 2000 CFM, BAROMETRIC RELIEF FOR 2000 CFM AND LOWER.

7. PROVIDE MANUFACTURER ACCESSORY ROOF CURB OR CURB ADAPTER WHERE RETROFITTING EXISTING UNIT.

8. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT WITH REMOTE SENSOR. PROVIDE HUMIDITY SENSOR FOR UNITS LARGER THAN 5 TONS.

9. PROVIDE REGULATOR AT EACH UNIT SIZED TO ACHIEVE 7" W.C. DELIVERY PRESSURE. PROVIDE MODULATING GAS HEAT FOR UNITS LARGER THAN 5 TONS.

10. PROVIDE HUMIDIMIZER OPTION FOR UNITS LARGER THAN 5 TONS.

PACKAGED HEAT PUMP UNIT SCHEDULE (HIGH EFFICIENCY)

TAG

BASIS OF DESIGN NOMINALSIZE (TONS)

SUPPLY FAN COND. FAN COMPRESSOR COOLING HEATING ELECTRICAL

NOTES

TOTAL OA

ESPDRIVETYPE BHP FLA QTY

HPEACH QTY TYPE REFRIG.

TOTAL SENS.

SEER IEER

LOW HIGH AUX. HEAT

V/PH/HZ MCA MCOPMFR MODEL CFM CFM MBH MBH MBH HSPF COP MBH COP KW

PHP-G203-1 CARRIER 50HCQ05 4 1,600 160 0.50 DIRECT 1.0 7.4 1 1/4 1 SCROLL R-410A 47.0 36.8 15.80 N/A 23.8 8.10 N/A 46.0 N/A 6.5 208/1/60 73 80 1 THRU 9





NOTES:

1. INDOOR COIL RATED AT EAT = 80/67 FOR COOLING, 70 FOR HEATING. ELECTRIC HEAT RATED AT VOLTAGE INDICATED.

2. RATED AT CONDENSER COIL EAT = 95F FOR COOLING, 17F FOR LOW HEATING AND 47F FOR HIGH HEATING.

3. PROVIDE ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROL AND BAROMETRIC RELIEF DAMPER FOR UNITS 2,000 CFM AND BELOW (POWER EXHAUST FOR UNITS OVER 2,000 CFM)

4. PROVIDE SMOKE DETECTORS IN SUPPLY & RETURN FOR UNITS 2,000 CFM AND GREATER.

5. PROVIDE FAN CONTROLLER WITH NON-FUSED DISCONNECT AND THRU-THE-BASE CONNECTIONS.

6. PROVIDE HINGED PANELS AND UNPOWERED (SPEARATE CIRCUIT) CONVENIENCE OUTLET

7. PROVIDE LOUVERED HAIL GUARD

8. PROVIDE 14" FACTORY ROOF CURB ACCESSORY.

9. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTOCHANGOVER, NIGHT SETBACK, OCCUPANCY OVER-RIDE AND LCD DISPLAY.

SPLIT-SYSTEM HEAT PUMP UNIT SCHEDULE - (SINGLE STAGE)

MARK

BASIS OF DESIGN NOMINALTONS

INDOOR UNIT

OUTDOOR UNIT

NOTESMODEL

COMPRESSOR(S)

COOLING HEATING

ELECTRICALTOTALCFM

OACFM FAN ESP

MOTOR HP

ELECTRICAL FILTER HEATER TOTALMBH

SENSIBLEMBH SEER EER

HIGH TEMPMBH

LOW TEMPMBH HSPF

HIGH/LOWCOPMFR MODEL V/PH/HZ MCA/MCOP TYPE KW REFRIG. TYPE V/PH/HZ MCA/MOCP

AHU/HP-G101-1 CARRIER FB4CNF036 3 1,200 180 0.50 1/2 208/1/60 50.4/60 T'AWAY 10 25HCD336 R-410A SCROLL 33.6 24.2 13.0 11.0 33.0 20.2 7.7 3.54/2.40 208/1/60 20.6/35 1 THRU 8






AHU/HP-G104-1 CARRIER FB4CNF030 2.5 1,000 150 0.50 1/3 208/1/60 39.6/40 T'AWAY 8 25HCD330 R-410A SCROLL 28.6 20.3 13.0 11.0 29.6 17.7 7.7 3.50/2.34 208/1/60 21.1/30 1 THRU 8

AHU/HP-G104-2 CARRIER FB4CNF030 2.5 1,000 150 0.50 1/3 208/1/60 39.6/40 T'AWAY 8 25HCD330 R-410A SCROLL 28.6 20.3 13.0 11.0 29.6 17.7 7.7 3.50/2.34 208/1/60 21.1/30 1 THRU 8


NOTES:

1. TOTAL AND SENSIBLE COOLING CAPACITES ARE GROSS CAPACITIES AT AHRI STANDARD 210/240 CONDITIONS. INDOOR COIL EAT = 80DB/67WB AND OUTDOOR COIL EAT = 95F FOR COOLING @ 400 CFM/TON; HIGH HEAT @ 47DB/43DB & 70DB INDOOR; LOW HEAT @ 17DB/15WB & 70DB INDOOR.

2. ESP SHOWN DOES NOT INCLUDE PRESSURE DROP THROUGH FILTERS

3. PROVIDE FACTORY INSTALLED THERMAL EXPANSION VALVE (TXV) AND TIME-DELAY RELAY

4. PROVIDE INTERNAL DRAIN PAN FLOAT SWITCH.

5. AUXILIARY HEATER RATING SHOWN AT 240 VOLTS. INDOOR UNIT SHALL HAVE A SINGLE POINT POWER CONNECTION.

6. INSTALL OUTDOOR UNIT ON 4" CONCRETE BASE WITH NEOPRENE PAD ISOLATORS. CONTROL WIRING IN FLEX CONDUIT. LOW AMBIENT CONTROLS AND ANTI-SHORT CYCLE TIMER.

7. PROVIDE PROGRAMMABLE 7-DAY THERMOSTAT WITH AUTO CHANGEOVER

8. PROVIDE ACCUMULATOR, BALL BEARLING FAN MOTOR, COMPRESSOR START ASSIST CAPACITOR AND RELAY, CRANKCASE HEATER, EVAP FREEZE TSTAT, ISOLATION RELAY, CYCLE PROTECTOR AND LOW AMBIENT ACCESSORIES

DUCTLESS AIR HANDLING UNIT / HEAT PUMP UNIT SCHEDULE

MARK

INDOOR UNIT OUTDOOR UNIT

NOTES

BASIS OF DESIGN

TYPE TONS STYLECOOLING

MBH SEERHEATING

MBH HSPF MODELREFRIG.

TYPE

ELECTRICAL

MCA/MCOPMFR MODEL V/PH/HZ

DSS/DSCU-G100-1 CARRIER 40MAQB12 HEAT PUMP 1 HIGH WALL 12.0 22.5 11.8 12.0 38MAQB12 R-410A 208/1/60 9/15 1 THRU 4

NOTES:

1. PROVIDE ACCESSORY DISCONNECT, CONDENSATE PUMP WHERE REQURIED, AND WALL MOUNTED THERMOSTAT/CONTROLLER

2. PROVIDE INVERTER DUTY COMPRESSOR

3. COOLING PERFORMANCE INDICATED AT 95F DB AND 75F WB. HEATING PERFORMANCE (WHERE INDICATED) IS AT 47F DB 43F WB.

4. UNIT SHALL BE CAPABLE OF COOLING OPERATION DOWN TO 14F OUTDOORS

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DRAWN BY CHECKED BY

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DISCLAIMER:

SEAL:

ISSUE

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s i g

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s t u

d i o

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w e

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3655 B

RO

OK

SID

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AR

KW

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A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

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nstu

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.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




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SCHEDULES

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ELECTRIC HEATER SCHEDULE

TYPE MARK LOCATION MANUFACTURER MODEL INPUT (kW)POWER SUPPLY

(V-Φ-HZ)MCA MOCP NOTES

WH-1 RISER ROOM MARKEL E3055T2DWB 3 208/1/60 14.4 20 1-3

WH-2 STAIRS & OFFICE MARKEL E3055T2DWB 4.8 208/1/60 23 30 1-3

EXHAUST FAN SCHEDULE

TYPE MARK AREA SERVED MANUFACTURER MODEL TYPEFAN AIR FLOW

(CFM)EXT. STATIC

(in. w.g.)FAN SPEED (RPM) POWER (HP) DRIVE TYPE

POWER SUPPLY(V-Φ-HZ)

CONTROL NOTES

EF-1 RESTROOMS GREENHECK G-070 CENTRIFUGAL ROOF 140 0.2 1154 1/60 DIRECT 115/1/60 2 1-4

EF-2 RESTROOMS GREENHECK G-070 CENTRIFUGAL ROOF 140 0.2 1154 1/60 DIRECT 115/1/60 2 1-4

EF-3 JANITOR'S CLOSET GREENHECK SP-B70 CEILING EXHAUST 70 0.13 675 (17.1) DIRECT 115/1/60 1 1-4

NOTES:

1. COORDINATE ALL EQUIPMENT ELECTRICAL SERVICE CHARACTERISTICS WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR. 2. PROVIDE DISCONNECT SWITCH.3. PROVIDE MOUNTING FRAME FOR RECESSED INSTALLATION.

CONTROL:1. LIGHT SWITCH.2. RUN DURING OCCUPIED HOURS.

NOTES:

1. FANS SHALL HAVE AMCA-CERTIFIED PERFORMANCE RATINGS AND SHALL BEAR THE AMCA-CERTIFIED RATINGS SEAL.2. PROVIDE DIRECT DRIVE FANS WITH FACTORY-MOUNTED SOLID STATE SPEED CONTROLLER FOR AIRFLOW ADJUSTMENT.3. PROVIDE PRODUCTS INDICATED OR EQUAL PRODUCT BY ACME, LOREN COOK, OR PENNBERRY.4. PROVIDE CEILING RADIATION DAMPER WHERE INSTALLED IN FIRE RATED CEILING ASSEMBLY.

AIR TERMINAL SCHEDULE

MARK TYPE MANUFACTURER MODEL DESCRIPTION NOTES

ALOUVER FACED CEILING

SUPPLYTITUS TMS-AA

24X24 AS SHOWN IN THE PLAN. ALUMINUM CONSTRUCTION WITH 3-CONE DESIGN. FINISH AS APPROVED BY ARCHITECT. PROVIDE NECK SIZE AS SHOWN IN THEDRAWINGS. PRESSURE DROP SHALL BE LESS THAN 0.1 INCH.

1-2

BEGGCRATE CEILING

RETURNTITUS 50F

24X24 AS NOTED ON DRAWINGS. BORDER TYPE AS REQUIRED BY ARCHITECTURAL REFLECTED CEILING PLAN. 1/2"x1/2" ALUMINUM GRID WITH HEAVY EXTRUDEDALUMINUM CONSTRUCTION FOR BORDER. FINISH AS APPROVED BY ARCHITECT.

1-2

NOTES:

1. MAINTAIN A MAXIMUM NC OF 25 AND PRESSURE DROP OF 0.08 IN WG. 2. DUCTWORK SIZE SHALL MATCH THE NECK SIZE UNLESS NOTED DIFFERENTLY. SEE DRAWING FOR NECK SIZE.


T

T

T

T

T

T

T

T

T

TENANT

G103

G103

RISER

G100C

STAIR 01

GST01STAIR 02

GST02

TENANT

G102

G102

TENANT

G101

G101

TENANT

G104

G104

TENANT

G105

G105

ELEV

G100A

LOBBY

G100B

WH-2WH-2

WH-1

AHU-G101-1

AHU-G101-2

AHU-G102-1

AHU-G102-2

AHU-G103-1

AHU-G103-2

AHU-G104-1

AHU-G105-1

AHU-G104-2

2

1

1

2

1 1

1

1

3

3

3

3

3

3

3

3

3

4

4

4

DSS-G100-1

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

5

5

LOBBY

G100B

5

C

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DISCLAIMER:

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n

s t u

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3655 B

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OK

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A . 3

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M1-01

TH KG

1825501

MAIN LEVELFLOOR PLAN -

HVAC

CU

MM

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SCALE: 3/16" = 1'-0"M1-01

1 MAIN LEVEL FLOOR PLAN - HVAC

KEYNOTES:#

1. PROVIDE 36X24 DRAINABLE BLADE INTAKE LOUVER AND SCREEN, EQUAL TO GREENHECK ESD-435X, LOUVER INTENDED FOR FUTURE TENANT KITCHEN MAKEUP AIR.

2. PROVIDE 36X24 HINGED EXHAUST LOUVER, EQUAL TO GREENHECK FSJ-602, LOUVER INTENDED FOR FUTURE TENANT KITCHEN EXHAUST AIR.

3. CONTRACTOR TO PROVIDE 50FT. OF COILED CONTROL WIRE CONNECTED TO AHU AND THERMOSTAT. THERMOSTAT TO BE HUNG FROM CONTROL WIRE AT UNIT. FINAL THERMOSTAT LOCATION TO BE DETERMINED DURING TENANT FIT-OUTS.

4. ROUTE CONDENSATE TO DRYWELL. FIELD COORDINATE EXACT LOCATION OF DRYWELL W/ ARCHITECT, CIVIL & LANDSCAPE.

5. PROVIDE WALL CAP WITH GRAVITY BACKDRAFT DAMPER WITH 6" ROUND DUCT STUBBED 12" INTO TENANT SPACE FOR FUTURE TENANT CONNECTION. PROVIDE TEMPORARY CAP OVER OPEN END. MAINTAIN 10'-0" MIN. CLEARANCE FROM ANY OUTSIDE AIR INTAKE.


8"x8" 8"x8"

1 1

2

EF-3

TENANT

G201

G201

TENANT

G202

G202

TENANT

G203

G203

TENANT

G204

G204

JANITOR

G211

MEN'S

TOILETS

G213

WOMEN'S

TOILETS

G212

CORRIDOR

G210

TENANT

G205

G205

STAIR 01

GST01

ELEV

G200A

TENANT

G206

G206

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

B-10"x12" B-10"x12"

250 CFM

A-10"ø250 CFM

A-10"ø

10"ø

12"x12"

250 CFM

A-10"ø

250 CFM

A-10"ø

10"x12"

140 CFM

B-8"x8"

140 CFM

B-8"x8"

4"ø

100 CFM

A-6"ø

100 CFM

A-6"ø

FD FD

10"x10"

C

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DISCLAIMER:

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ISSUE

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l l

3655 B

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OK

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64.1

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

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:45

:19

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M1-02

TH KG

1825501

UPPER LEVELFLOOR PLAN -

HVAC

CU

MM

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SCALE: 3/16" = 1'-0"M1-02

1 UPPER LEVEL FLOOR PLAN - HVAC

KEYNOTES:#

1. RESTROOM EXHAUST DUCT UP TO EXHAUST FAN ON ROOF.2. EXHAUST DUCT UP THROUGH ROOF, TERMINATE WITH

GOOSENECK.


T

T

T

T

T

T T

EF-1EF-2

PHP-G210-1

PHP-G203-1

HP-G101-1 HP-G102-1

HP-G101-2 HP-G102-2

HP-G103-1 HP-G103-2HP-104-1 HP-104-2 HP-105-1

DSCU-G100-1

RTU-G201-1 RTU-G202-1

4

1

2

1

1

1

1

4

4

1

4

44

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

PHP-G205-1 PHP-G206-1

3 3

PHP-G204-1

1

4

C

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IGH

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/18/2

01

9 4

:45

:19

PM

C:\R

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M1-03

TH KG

1825501

ROOF PLAN -HVAC

CU

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SCALE: 3/16" = 1'-0"M1-03

1 ROOF PLAN - HVAC

KEYNOTES:#

1. CONTRACTOR TO PROVIDE 50FT. OF COILED CONTROL WIRE CONNECTED TO RTU AND THERMOSTAT. THERMOSTAT TO BE HUNG FROM CONTROL WIRE AT UNIT. FINAL THERMOSTAT LOCATION TO BE DETERMINED DURING TENANT FIT-OUT.

2. EXHAUST DUCT UP FROM EXHAUST FAN BELOW, TERMINATE WITH GOOSENECK. SEE M1-02 FOR CONTINUATION.

3. EXHAUST DUCT UP FROM RESTROOMS BELOW, TERMINATE WITH GOOSENECK. SEE M1-02 FOR CONTINUATION.

4. ROUTE CONDENSATE TO ROOF DRAIN.

SHEET NOTES:

1. PARAPET AREA TO BE PROVIDED TO COMPLY WITH 2012 IBC SECTION 1013.6 WHERE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10 FEET OF A ROOF EDGE; SEE ARCHITECTURAL PLANS FOR DETAILS.

2. MAINTAIN MINIMUM 10 FEET BETWEEN FRESH AIR INTAKE AND ANY EXHAUST AND PLUMBING VENTS.

3. MAINTAIN ALL MANUFACTURER RECOMMENDED CLEARANCES FOR MECHANICAL EQUIPMENT.

4. SUPPLY AND RETURN DUCTWORK FOR RTU'S AND PHP'S SHALL BE STUBBED INTO THE TENANT SPACE. TERMINATE 2FT BELOW STRUCTURE WITH ELBOWS FACING DIFFERENT DIRECTIONS.


CEILING

FAN

DISCONNECT SWITCH: FURNISHEDBY MECHANICAL CONTRACTOR ORFAN MANUFACTURER

VARIABLE SPEED CONTROLLERMARK w/ THE "AS BALANCEDPOSITION" (DIRECT DRIVE UNITS)

INTEGRAL BACKDRAFT DAMPER

HANGER SUPPORTS: 1" x 22 GA,DO NOT SUPPORT FROM CEILING

FAN

FACTORY MOUNTEDDISCONNECT SWITCH

12"

BACK DRAFT DAMPER(AT EXHAUST FAN)

GALVANIZED, INSULATEDPREFAB CURB w/BUILT-IN CANT.

NOTES:1. SECURE CURB CAP TO WOOD NAILING STRIP w/ 1/4" STAINLESS STEEL LAG BOLTS NOT OVER 12" ON CENTER.2. SECURE ROOF CURB, DUCT WORK AND DAMPER TO ROOF w/ EXPANSION BOLTS (CONCRETE ROOF) OR RUST

RESISTANT BOLTS (METAL DECK AND BAR JOIST ROOF).3. SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED w/ ROOF VENTILATOR.4. RUN ELECTRIC LINES THROUGH CLEARANCE HOLE PROVIDED IN GRAVITY DAMPER, THEN THROUGH VENTILATOR

ELECTRICAL CONDUIT GUIDE.

FLASHING

P.T. BLOCKINGAS REQUIRED

ROOF DECK

INSULATION

MOTOR:INTERNALLY PROTECTED. SEE SCHEDULE FOR BELT

OR DIRECT DRIVE REQUIREMENTS. PROVIDE

VARIABLE SPEED CONTROL FOR DIRECT DRIVE FANS

SEE NOTE 1

DUCT SMOKE DETECTOR(TYP OF 2)

FLOAT SWITCH WIRED TO SHUTDOWN UNIT UPON ACTIVATIONBY WATER IN AUXILIARY PAN

FANSECTION

FILTERACCESS

COILSECTION

RETURN DUCT

SPRING-TYPE VIBRATIONISOLATOR (TYP OF 4)

1/2'' THREADED RODS UP TOSTRUCTURE ABOVE

(TYP OF 4)

DO NOT BLOCK ACCESSTO CIRCUIT BREAKEROR CONTROL PANEL

SUPPLY DUCT

1'' THICK NEOPRENE PAD(TYP OF 4)

4'' STEEL CHANNEL(TYP OF 2)

AUXILIARY DRAIN PAN UNDER FULL WIDTH AND LENGTH OF UNIT

OUTSIDE AIR DUCTw/ M.V.D.

FLEXIBLE DUCT CONNECTOR(TYP AT BOTH ENDS)

CONDENSATE DRAIN LINEw/ 6" DEEP P-TRAP FULL

SIZE OF UNIT CONNECTION

USE w/ BUILD. FIRE ALARM SYSTEM

USE w/ OUT FIRE ALARM SYSTEM

NOTE:DUCT SMOKE DETECTORS SHALL BE WIRED TO SHUT DOWN UNIT UPON DETECTION OF SMOKE AND SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM.

NOTE:DUCT SMOKE DETECTORS SHALL BE WIRED TO SHUT DOWN UNIT UPON DETECTION OF SMOKE AND SHALL BE CONNECTED TO A REMOTE AUDIBLE/VISUAL ANNUNCIATOR PANEL LOCATED IN A READILY VISIBLE LOCATION; COORDINATE PANEL LOCATION w/ OWNER'S REPRESENTATIVE.

ROOF INSULATION

COUNTER FLASHING STRIP

1" RIGID INSULATION

3" CANT STRIP

GENERAL CONTRACTOR SHALL PROVIDE ITEMS

NOTED BELOW

ROOFING

PRESSURE-TREATEDWOOD NAILER STRIP

FACTORY CURB: NRCAAPPROVED, 18 GAGE, SQUARE

WITHIN 1/8" ON DIAGONALMEASUREMENT, WITH A MINIMUM

OF 8" ABOVE TOP OF ROOF

ROOFTOP UNIT

GASKET ANDSILICONE SEALING

CURB HEIGHT

= 14"

STRUCTURAL SUPPORT FRAMEFOR UNIT & DECKING AT FULLPERIMETER OF FACTORY CURBMECH UNIT BASE

PT 2x WOOD NAILER

GASKET & SEALANT

STRUCTURAL STEEL ANGLE

2-#10 TEK SCREWS @ 24"ROOFING &FLASHING, SEE ARCH

12 GA ANGLE W/ 1~8" LEGS0'-6" LG @ 24" (2 MIN PER SIDE)W/ 2-#10 TEK SCREWS EACH LEG

#10 TEK SCREWS @ 12" OCOR 1~8" FILLET WELD @ 12"

CURB SET DIRECTLY ON STEEL

NOTES:1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, FOR STRUCTURAL SUPPORT FRAMING BY GENERAL

CONTRACTOR.2. THIS CURB DETAIL WILL ALLOW THE UNIT TO SLOPE WITH THE SLOPE OF THE

ROOF PITCH. THIS DETAIL CAN ONLY BE USED (A) IF THE CONDENSATE DRAIN PAN OUTLET IS ON THE LOW SIDE OF THE UNIT,

OR (B) IF THE CONDENSATE DRAIN PAN IS NOT AFFECTED BY SLOPE. HIS DETAIL

CAN NOT BE USED IF THE CONDENSATE DRAIN CONNECTION IS ON THE HIGH SIDE OF THE UNIT.

3. COORDINATE THIS DETAIL WITH ARCHITECTURAL APPLICATIONS FOR THE ROOF.

METAL DECKING

SEE DETAIL A-A

DETAIL A-A

MECHANICAL SUBCONTRACTOR SHALL PROVIDE ITEMS

NOTED BELOW

OUTSIDE AIR INTAKEHOOD

CONTRACTOR SHALL SEAL ANNULARSPACE BETWEEN DUCT INSULATIONAND ROOF STRUCTURE WITH SUITABLEEXPANDING FOAM INSULATION (TYP)

NOTE:1. PROVIDE FACTORY INSTALLED DISCONNECT SWITCHAND 120 VOLT CONVENIENCE OUTLET FOR EACH RTU.2. INSTALL A LAYER OF 3-5/8" GYB BELOW UNIT FOR NOISE CONTROL.

VAV PACKAGED ROOFTOP UNIT

USE RADIUS ELBOWS WITHOUTTURNING VANES (TYP)

RETURN AIRDUCT

DUCT SMOKE DETECTOR INSTALL PER GA AMENDMENTS(TYP)

SUPPLY AIRDUCT

METAL DECKSUPPORTED BY STEEL BEAMS. INSTALL 2 LAYER OF GYP BOARD AT THE BOTTOM OF THE CURB FOR ACOUSTICAL CONTROL.

INSTALL NEW ROOF CURB OR CURB ADAPTOR AS REQUIRED

ROOF CONSTRUCTION

FACTORYCURB

TEE CONNECTION

DUCT

DRAIN PAN

TEE CONNECTION

REMOVABLE CAP: FOR CLEAN OUTOF THE TRAP & DRAIN LINE

REMOVABLE CAP: WITH 1/4" HOLEDRILLED IN CAP FOR CLEAN-OUT,VENT OF DRAIN PIPING, AND OVER-FLOW OF DRAIN PIPING

DRAIN PIPING AND PT 4x4 SUPPORTBLOCKING SPACED AT 6'-0'' OC. EXTEND CLOSE TO ROOF DRAIN.

DRAIN PAN(FURNISHED

w/ AHU)

Y

PRIMER PLUG

PITCH DOWNTOWARD DRAIN

CLEAN OUT

X

1/2 * (Y)

1'' + P1" MIN

P + 1"DRAW THRU

BLOW THRU

WHERE P = STATIC PRESSURE IN PAN

XUNIT TYPE Y

EXTRA LAYER OF SINGLEMEMBRANE (PLY) ROOFING

SLOPE w/ ROOF

45 DEG. CLEAN-OUT w/REMOVABLE CAP, SEE

SHEET M-1 FOR LOCATIONS

6 FEET MAXIMUM & ATALL JOINTS/FITTINGS

MEMBRANE CEMENT: BELOWSUPPORT BLOCK AND THE

EXTRA LAYER

PIPE CLAMP: NON-METALLIC,FACTORY FABRICATED

GALVANIZED WOOD SCREWS

SUPPORT BLOCK: 4"x4"x8"PRESSURE TREATED PINEAT 6'-0" ON CENTER

WALK SKID PAD SET INROOFING CEMENT, PADSSHALL BE 12"x24"x1/2"

ROOF SURFACE

PILLOW BLOCK SUPPORT ATEACH ELBOW AND SPACED AT8'-0" OC FOR STRAIGHT RUNS,

SET IN ROOFING CEMENT ON PAD

1''x1/8'' STRAP, DO NOT TIGHTENSO AS TO RESTRICT PIPE MOTION

PAINT ALL PIPES w/ ONE COAT OFEPOXY PAINT COMPLY w/ O.S.H.A.COLOR CODING REQUIREMENTS

1/2'' #10 CHROMATE SHEET,SHEET METAL SCREW EACH SIDE

GRADE

24"

GROUT

CONDENSATEPIPING

FILL w/ GRAVEL

PERFORATED CAST IRONMANHOLE LID AND FRAME

24"Ø x 4'-0" LONG REINFORCED CONCRETE PIPE

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3655 B

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OK

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A . 3

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PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

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M2-01

TH KG

1825501

DETAILS

CU

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SCALE: NTSM2-01

5 CEILING MOUNTED FAN DETAILSCALE: NTSM2-01

6 ROOF MOUNTED EXHAUST FAN DETAIL

SCALE: NTSM2-01

4 HORIZONTAL AIR HANDLING UNIT DETAILSCALE: NTSM2-01

1 ROOFTOP UNIT CURB DETAIL

SCALE: NTSM2-01

7 VAV ROOFTOP UNIT DETAILSCALE: NTSM2-01

8 ROOFTOP UNIT CONDENSATE DRAIN DETAIL

SCALE: NTSM2-01

9 CONDENSATE DRAIN TRAP DIAGRAMSCALE: NTSM2-01

10 CONDENSATE DRAIN PIPE SUPPORT DETAIL

SCALE: NTSM2-01

3 GAS PIPING SUPPORT DETAILSCALE: NTSM2-01

2 DRYWELL DETAIL


ACP

CCTV

GAP

TV

FACP

NAC

FAAP

J J

J

WAP

ER

CO

D

H

S

FS

PS

P

TS

DH

IM

R

CO

D

A

H

S

B

SP

SS

CR

ML

PB

DC

GC

SP

DS

DB

TX

DA

IC

VC

VS VS

PC

OC OC

TC

IV

SPD

LF

PP PP2

PPA

PPM

PPD

PPA2

PPM2

PPD2

GB

MS

REX

ES

IV

ELECTRICAL SYMBOL LEGEND

WALL MOUNTED TV OUTLET WITH 1"C, UON, SEE ARCH PLANS FOR MOUNTING HEIGHT.

FIRE ALARM PULL STATION.

VISUAL / AUDIBLE ALARM DEVICE.

VISUAL ONLY ALARM DEVICE.

SIMPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED.

WIRING SYSTEM CONCEALED IN WALL OR CEILING. DASHED LINES INDICATE WIRING RUN BELOW SLAB / GRADE.

WIRING SYSTEM TO BE RUN EXPOSED. DASHED LINES INDICATE WIRING RUN BELOW SLAB / GRADE.

BRANCH CIRCUIT HOMERUN TO PANEL. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. THREE CIRCUITS OF ALTERNATING PHASES MAY BE COMBINED IN ONE CONDUIT, HOWEVER THEY SHALL EITHER BE EQUIPPED WITH DEDICATED NEUTRALS, COMMON TRIP CIRCUIT BREAKERS, OR HANDLE-TIES ON THEIR BREAKERS.

JUNCTION BOX, CEILING AND WALL MOUNTED.• 'P' INDICATES SYSTEMS FURNITURE POWER WHIP, SEE DETAILS.• 'C' INDICATES SYSTEMS FURNITURE COMMUNICATIONS WHIP, SEE DETAILS.

SINGLE POLE SWITCH.

4' STRIP FIXTURE.

2' X 4' LIGHTING FIXTURE. DIAGONAL INDICATES FIXTURE UNSWITCHED (NITE LIGHT).

2' X 2' LIGHTING FIXTURE.

WALL MOUNTED LIGHT FIXTURE.

TRACK LIGHT FIXTURE.

EMERGENCY EGRESS LIGHT FIXTURE.

TELEPHONE OUTLET WITH 3/4''C, CEILING, FLOOR AND WALL MOUNTED.

DATA OUTLET WITH 1''C, CEILING, FLOOR AND WALL MOUNTED.

COMBINATION TEL / DATA OUTLET WITH 1"C, CEILING, FLOOR AND WALL MOUNTED.

LOW VOLTAGE CONTROL WIRING SYSTEM CONCEALED IN WALL OR CEILING.

MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR NUMERALS INDICATE HORSEPOWER.

WIRING AND WIRING DEVICES

SWITCHINGGENERAL NOTES:20A, 120/277 VOLT, +48" AFF TO TOP, UON.• '2' INDICATES 2-POLE.• '3' INDICATES 3-WAY.• '4' INDICATES 4-WAY.• 'D' INDICATES 0-10V DIMMER SWITCH. COORDINATE EXACT TYPE AND RATING WITH

LIGHTING CONTROLLED.• 'T' INDICATES 0-60 MINUTE TIMER SWITCH.• 'K' INDICATES KEY OPERATED SWITCH.• 'LV' INDICATES LOW VOLTAGE SWITCH.• 'LV2' INDICATES 2-RELAY LOW VOLTAGE SWITCH.• '[#]' INDICATES LIGHTING CONTROL ZONE. SEE LIGHTING CONTROL SCHEDULE FOR

DETAILS.

LOW-VOLTAGE DUAL-TECHNOLOGY VACANCY SENSOR, CEILING AND WALL MOUNTED, MANUAL-ON / AUTO-OFF WITH EXTENDED RANGE (AT LEAST 56'-0" MINOR MOTION RANGE DIAMETER AT 9'-0" AFF MOUNTING HEIGHT).

NORTH FACING ROOF MOUNTED PHOTOCELL.

TIMECLOCK, REFER TO LIGHTING CONTROL DIAGRAM.

RECEPTACLESGENERAL NOTES:ALL RECEPTACLES SHALL BE A MINIMUM RATING OF 120 VOLT, 20 AMP, UON. VERTICAL MOUNTED BOX HEIGHTS SHALL BE TO CENTER, HORIZONTAL MOUNTED BOX HEIGHTS SHALL BE TO TOP, UON. • 'AFI' INDICATES ARC FAULT CIRCUIT INTERRUPTER.• 'GFI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER.• 'WP' INDICATES WEATHERPROOF IN USE, WEATHER-RESISTANT RECEPTACLE WITH IN-

USE EXTRA DUTY COVER. RECEPTACLES LOCATED IN WET OR DAMP LOCATIONS SHALL BE WP, WHETHER INDICATED OR NOT.

• 'EWC' INDICATES ELECTRIC WATER COOLER.• 'EX' INDICATES EXISTING TO BE REUSED.• 'HD' INDICATES HAND DRYER CONNECTION.• 'TR' INDICATES TAMPER RESISTANT (INTEGRAL TO RECEPTACLE). ALL DWELLING UNIT

DUPLEX RECEPTACLES SHALL BE LISTED TAMPER RESISTANT TYPE. ALL NON-LOCKING, 120V, 15A AND 20A RECEPTACLES SHALL BE TAMPER-RESISTANT, EXCEPT IN MECHANICAL ROOMS, ELECTRICAL ROOMS, AND JANITORS CLOSETS, WHETHER INDICATED OR NOT.

• 'CH' INDICATES HALF CONTROLLED.• 'CF' INDICATES FULL CONTROLLED (BOTH PLUGS OF DUPLEX).• 'SB' INDICATES RECEPTACLE FOR SMARTBOARD, SEE DETAIL.• 'USB' INDICATES POWER/USB CHARGING.• CENTER SHADING INDICATES DEVICE MOUNTED ABOVE COUNTER TOP 3'-8" AFF, UON.• 1/2 SHADING INDICATES DEVICE TO BE SWITCHED.

DOUBLE DUPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED.

220V RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED.• 'DRYER' INDICATES NEMA 14-30R.

FIRE ALARM DEVICESGENERAL NOTES:• 'C' INDICATES CEILING MOUNTED.

COMMUNICATIONSGENERAL NOTES:OUTLETS SHALL BE MOUNTED AT SAME HEIGHT AS ADJACENT RECEPTACLE, WITH CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING.• 'W' INDICATES 48" AFF MOUNTING.• 'INT' INDICATES INTERCOM OUTLET.

RECEPTACLE (SIMPLEX, DUPLEX, DOUBLE DUPLEX, 220V OR SPECIAL), COMBINATION TEL/DATA OUTLET WITH 1"C, AND INTERCOM OUTLET IN FLOOR BOX, WIREMOLD FB-SERIES OR APPROVED EQUAL, UON.

GENERATOR ANNUNCIATOR PANEL.

CEILING FAN.

LIGHTING FIXTURESGENERAL NOTES:SEE FIXTURE SCHEDULE FOR DETAILS.• 'N/L' INDICATES FIXTURE UNSWITCHED (NITE LIGHT)• HALF-SHADING INDICATES FIXTURE TO BE PROVIDED WITH 90-MINUTE, MINIMUM

BATTERY BACKUP.• LOWER CASE LETTERING DENOTES SWITCH / RELAY CONTROLLING THE FIXTURE.

LIGHTNING PROTECTIONLIGHTNING PROTECTION AIR TERMINAL.

LIGHTNING PROTECTION DOWN CONDUCTOR AND GROUND ROD.

LIGHTNING PROTECTION CONDUCTOR.

SECURITY INFRASTRUCTUREGENERAL NOTES:ALL CONDUITS INDICATED BELOW SHALL BE ROUTED TO THE SECURITY PANEL IN THE COMM ROOM. COORDINATE WITH SECURITY INSTALLER FOR LOCATION OF SECURITY PANEL.

CCTV CAMERA.

CARD READER, OUTLET BOX AT 3'-10" AFF.

ACCESS CONTROL PANEL.

DISTRIBUTION DEVICES

HEAVY DUTY DISCONNECT SWITCH. PROVIDE NEMA 3R ENCLOSURES FOR EXTERIOR DISCONNECTS.• NUMBERS INDICATE AMP FRAME / # POLES / AMP FUSE.• 'NF' INDICATES NON-FUSIBLE.

120 / 208V PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS.

FIRE ALARM CONTROL PANEL.

FIRE ALARM NOTIFICATION APPLIANCE CABINET.

FIRE ALARM ANNUNCIATOR PANEL.

WAP.

SPECIAL RECEPTACLE (AS INDICATED), CEILING, FLOOR AND WALL MOUNTED.

DOWNLIGHT RECESSED FIXTURE.

EXIT SIGN FIXTURE, CEILING AND WALL MOUNTED. SHADING INDICATES ILLUMINATED FACE, ARROWS INDICATE CHEVRONS.

LINEAR PENDANT FIXTURE.

ROUND BOWL / DRUM PENDANT FIXTURE.

SURFACE FIXTURE.

CARBON MONOXIDE DETECTOR CEILING MOUNTED.

SMOKE DETECTOR DUCT MOUNTED.

HEAT DETECTOR CEILING MOUNTED.

SMOKE DETECTOR CEILING MOUNTED.

DOOR HOLDER INTERFACE DEVICE.

INPUT MODULE INTERFACE DEVICE.

RELAY INTERFACE DEVICE.

FIRE ALARM PRESSURE SWITCH.

FIRE ALARM FLOW SWITCH.

FIRE ALARM TAMPER SWITCH.

BELL ALARM DEVICE.

SPEAKER ALARM DEVICE.

SPEAKER / STROBE ALARM DEVICE.

SINGLE STATION CARBON MONOXIDE ALARM.

SINGLE STATION HEAT ALARM.

SINGLE STATION SMOKE ALARM.

SINGLE STATION DUCT SMOKE ALARM.

SINGLE STATION DUCT SMOKE REMOTE ALARM.

DOOR CONTACT.

MAGNETIC LOCK.

PUSH BUTTON, OUTLET BOX AT 3'-10" AFF.

GATE CONTACT.

DUPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED. FLOOR IS SINGLE SERVICE FLOORBOX/POKE-THROUGH, ONE DUPLEX RECEPTACLE.• ON-GRADE: HUBBELL B2536 SERIES BOX OR APPROVED EQUAL, UON.• ABOVE GRADE: HUBBELL S1PT4X4-J SERIES BOX OR APPROVED EQUAL, UON.

DOWNLIGHT SURFACE MOUNTED FIXTURE.

SPEAKER CEILING AND WALL MOUNTED.

DISCONNECT SWITCH FOR NOTIFICATION.

DOOR BELL PUSH BUTTON.

LOW VOLTAGE TRANSFORMER.

VISUAL / AUDIBLE DOOR NOTIFICATION.

INTERCOMM.

VOLUME CONTROL.

LOW FREQUENCY ALARM DEVICE.

SINGLE SERVICE FLOORBOX / POKE-THROUGH, JUNCTION BOX.• ON-GRADE: HUBBELL B2536 SERIES BOX OR APPROVED EQUAL, UON.• ABOVE GRADE: HUBBELL S1PT4X4-J BOX SERIES OR APPROVED EQUAL, UON.• 'P' INDICATES SYSTEMS FURNITURE POWER WHIP, SEE DETAILS.• 'C' INDICATES SYSTEMS FURNITURE COMMUNICATIONS WHIP, SEE DETAILS.

LINE VOLTAGE, VACANCY SENSOR SWITCH, MANUAL-ON / AUTO-OFF, DUAL-TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE.

VS

LINE VOLTAGE, OCCUPANCY SENSOR SWITCH, AUTO-ON / AUTO-OFF, DUAL-TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE.

OC

LOW VOLTAGE, OCCUPANCY SENSOR SWITCH, AUTO-ON / AUTO-OFF, DUAL-TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE.

OCLV

LOW-VOLTAGE DUAL-TECHNOLOGY OCCUPANCY SENSOR, CEILING AND WALL MOUNTED, AUTO-ON / AUTO-OFF WITH EXTENDED RANGE (AT LEAST 56'-0" MINOR MOTION RANGE DIAMETER AT 9'-0" AFF MOUNTING HEIGHT).

INVERTER, 50W, 277V, 90 MINUTE BATTERY.

MULTI-OUTLET ASSEMBLY.

30/3/20

277 / 480V PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS.

SURGE PROTECTIVE DEVICE.

TRANSFORMER.

SWITCHBOARD, SEE SCHEDULE FOR DETAILS.

T

GENERAL NOTES:• DASHED LINES ADJACET TO EQUIPMENT INDICATES CLEARANCES.

M

FSD

SD

MISCELLANEOUS DEVICES

120V FIRE / SMOKE DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26).

120V SMOKE DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26).

120V MOTORIZED DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26).

UTILITY METER

DATA PATCH PANEL.

EMERGENCY RELAY.

GROUND BAR.

SP

LINE VOLTAGE, OCCUPANCY SENSOR SWITCH WITH DIMMING, AUTO-ON / AUTO-OFF, DUAL-TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE.

OCD

REQUEST TO EXIT.

ELECTRIC STRIKE.

MOTION SENSOR.

GLASS BREAK SENSOR.LOW-VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR.

LOW-VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, AUTO-ON / AUTO-OFF.

LOW-VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, MANUAL-ON / AUTO-OFF.

LOW-VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, MANUAL-ON / AUTO-OFF, 0-10V DIMMING.

INVERTER TO PROVIDE EMERGENCY POWER FOR LED LIGHTS.

15A/20A #12 #10 #8 #6

30A #10 #8 #6 #4

40A #8 #6 #4 #3

50A #6 #4 #3 #2

60A #6 #4 #3 #2

70A #4 #3 #2 #1

80A #3 #2 #1 #1/0

90A #2 #1 #1/0 #2/0

NOTES:1. BRANCH CIRCUIT CONDUCTORS TO BE ADJUSTED FOR A

MAXIMUM VOLTAGE DROP OF 3%

BRANCH CIRCUIT VOLTAGE DROP TABLE

OVERCURRENTPROTECTION

SIZE

CIRCUIT LENGTHS

120/208V SYSTEM

100' 175' 250' 350'

NOTES: 1. THE GROUND WIRE AND CONDUITS THAT CARRY THE CONDUCTORS

INDICATED IN THE TABLES ABOVE SHALL BE UPSIZED AS REQUIRED BY THE N.E.C.

2. THE LARGER OF THE WIRE SIZES INDICATED IN THE PANEL SCHEDULES AND THE VOLTAGE DROP TABLE ABOVE, SHALL BE USED.

3. WHERE THE WIRE SIZE IS LARGER THAN THE MAXIMUM WIRE SIZE TERMINAL OF THE EQUIPMENT, PROVIDE A JUNCTION BOX AND SPLICE DOWN TO THE LARGEST WIRE SIZE POSSIBLE. THE BOX SHALL BE LOCATED AS CLOSE TO THE TERMINATION AS POSSIBLE, BUT NO FARTHER THAN 15 FEET.

3/4''ø X 10'-0'' CUGROUND ROD

DRIVENTO ±3'' BELOW FINISH

GRADE

GROUND BUS

NEUTRAL BUS

SERVICEENTRANCE

EQUIP.

GROUND CLAMP ONMETALLIC WATER MAIN

#4 CU, MINIMUM

#6 CU., MINIMUM 20' OF 1/2'' GAL. STEEL ROD2'' MIN. CONCRETE COVER

EXOTHERMIC WELDTO BLDG STEEL(WHERE AVAILABLE)

GROUNDING ELECTRODE CONDUCTORAS INDICATED ON POWER RISER DIAGRAM(SIZE PER NEC TABLE 250-66, MIN.)

CONC. FOUNDATIONOR FOOTING IN DIRECTCONTACT WITH EARTH

PROVIDE SHORT PVC SLEEVE OR OTHERDESIGNATION ACCEPTABLE TO THE LOCALINSPECTOR TO IDENTIFY ROD AS PROPERLYINSTALLED, BONDED

CE

NT

ER

18

" T

O

RECEPTACLETELEPHONE OR DATA JACK

WALL MOUNTEDTELEPHONE

RECEPTACLE(HORIZONTAL)

TOP OFCOUNTERBACKSPLASH

CE

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BO

X M

AX

44

" T

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FLOOR

CEILING

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ALIGN HORN ONLY DEVICE WITH TOP OF DOOR FRAME, NOT TO EXCEED 96" AFF. STROBE OR HORN/STROBE DEVICE 80'' A.F.F. TO BOTTOM OF STROBE LENS

FIRE ALARMPULL STATION

LIGHT SWITCHOR DIMMER

ALIGN WHEN MOUNTEDON SAME WALL

FIRE ALARM HORN OR STROBE LIGHT PAINT TO MATCH WALL (WHITE FINISH, TYP)

MIN6"

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TV OUTLET

1, 2 & 3 HR RATED CONCRETE CONDUIT PENETRATION DETAIL

FOR ADDITIONAL INFORMATION SEE UL SYSTEM NO. CAJ1001

1

3

2

4

NOMINAL 6" DIA (OR SMALLER) RSC -OR-NOMINAL 4" DIA (OR SMALLER) EMT CONDUIT.

MIN 4-1/2" THICK 100-150 PCF CONCRETE OR LISTED BLOCK FLOOR OR WALL ASSEMBLY.

POLYETHELENE BACKER ROD, MINERAL WOOL OR GLASS FIBER INSULATION AS A PERMANENT FORM TO PROVIDE ANNULAR SPACE FOR CAULKING.

CAULK FORCED INTO ANNULAR SPACETO MAX EXTENT POSSIBLE FOR A 1/2"MINIMUM THICKNESS ON BOTH CONDUIT EXITS FROM WALL.

1

2

3

4

4

1, 2, 3 & 4 HR RATED GYPSUM CONDUIT PENETRATION DETAIL

FOR ADDITIONAL INFORMATION SEE UL SYSTEM NO. WL1001

1

2

3

1, 2, 3 OR 4 HOUR GYPSUM WALLBOARD ASSEMBLY.

NOMINAL 6" (OR SMALLER) RSC -OR-NOMINAL 4" (OR SMALLER) EMT CONDUIT. ANNULAR SPACE BETWEEN OPENING AND PENETRANT: MIN 0", MAX 2".UL LISTED CAULK FORCED TO COMPLETELY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL (MIN. THICKNESS FOR 1HR: 5/8", 2HR: 1-1/4”, 3HR: 1-7/8” & 4HR: 2-1/2”)WITH 1/4'' MINIMUM BEAD AROUND CONDUIT AT EXIT FROM WALL.

NOTE:SMOKE RATING OF THIS SYTEM IS ONLY FOR 1” EMT/RSC (OR SMALLER) AND IS EQUAL TO THE FIRE RATING OF THE ASSEMBLY.

1

2

3

1 & 2 HR RATED GYPSUM CABLE PENETRATION DETAIL

FOR ADDITIONAL INFORMATION SEE UL SYSTEM NO. WL3313

1

2

3

1 OR 2 HOUR GYPSUM WALLBOARD ASSEMBLY. OPENING SHALL BE BETWEEN 1/4” AND 11/16”LARGER THAN PENETRATING PRODUCT. SIDE EDGE OF CIRCULAR OPENING SHALL BE MIN. 3”FROM NEAREST STUD IN WALL CAVITY.MAX (1) FOUR CONDUCTOR #2 AWG (OR SMALLER) ALUMINUM OR STEEL AC OR MC CABLE NEAR CENTER OF CIRCULAR OPENING. CABLE SHALL BE SUPPORTED ON BOTH SDES OF THE WALL ASSEMBLY.UL LISTED CAULK FORCED TO COMPLETELY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL (MIN. THICKNESS FOR 1HR: 5/8", 2HR: 1-1/4”)

NOTE:WHEN INSTALLED IN 1HR FIRE RATED WALL ASSEMBLY, SMOKE RATING IS 0HR. WHEN INSTALLED IN 2HR FIRE RATED WALL ASSEMBLY, SMOKE RATING IS 3/4HR. WHEN MAX 12 AWG CABLE IS INSTALLED IN 2HR FIRE RATED WALL ASSEMBLY, SMOKE RATING IS 2HR.

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12/20/2019 CITY PERMIT & BID SET X

24180Ladd D. Marks

GENERAL ELECTRICAL NOTES

1 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES.

2 ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION.

3 ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR.

4 DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS.

5 ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER.

6 ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND OTHER EQUIPMENT AS REQUIRED.

7 A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS.

8 ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.

9 ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR INMASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB.

BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CABLE. SUPPORT WITHIN 12'' OF ALL CONNECTIONS AND NOT MORE THAN 4'-6'' ONCENTER.

ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES.

10 CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWGAND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED.

FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 75°C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION,EQUIVALENT TO ALCAN SERIES 8000 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS.

11 BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D.

12 PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS.

13 PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS.

14 PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK LETTERS ON WHITE BACKGROUND.

15 FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS, UNLESSNOTED OTHERWISE.

16 VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFYENGINEER OF ANY CHANGES AS MAY BE REQUIRED.

17 PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY.

18 ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED.

19 THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT,SPACKLE, ETC.).

20 PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERALCONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED.

21 WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE-RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL,TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATEBUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVEDASSEMBLIES SUCH AS THE FOLLOWING:UP TO 1'' PENETRATIONS OF 1, 2, 3 & 4 HOUR GYPSUM WALLS - U.L.#WL1001UP TO 4'' PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - U.L.#WL1001UP TO 4'' PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CAJ1009UP TO 4'' PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CBJ1020

22 IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'DBY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED.

23 WHERE A HOME RUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOTSHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS:

A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL OR WITH SEPARATE NEUTRALS FOR A MAXIMUM OFTOTAL OF SIX CURRENT CARRYING CONDUCTORS.

ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL.

24 ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITHCONCEALING RACEWAYS AFTER (INITIAL) BLOCK CONSTRUCTION.

25 CONTRACTOR TO PROVIDE PROPER TENTING, SHIELDING, OR MUD/PUTTY PACKS IN RATED AREAS WHERE APPLICABLE.

26 PROVIDE UNSWITCHED CONDUCTOR FOR EMERGENCY LIGHTING RELAYS AND EXIT SIGNS. ALL EMERGENCY LIGHTING RELAYS AND EXIT SIGNS SHALL BE WIRED AHEAD (LINESIDE) OF ALL SWITCHES, LIGHTING CONTROLS, ETC.

27 FURNISH AND INSTALL CONDUIT, WIRE, HARDWARE AND CONNECTIONS FROM DEVICES TO FINAL OVERCURRENT DEVICE.

28 CONTRACTOR SHALL COORDINATE LUG SIZE REQUIRED ON PANEL OR LOAD CENTER BEFORE PLACING ORDER.

29 CLOSE OUT DOCUMENTS: AS-BUILTS: WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TOTHE BUILDING OWNER, INCLUDING:1) A SINGLE-LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND2) FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION.

OPERATION AND MAINTENANCE MANUALS: AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALLINCLUDE, AT A MINIMUM,THE FOLLOWING:

1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE;2) OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BECLEARLY IDENTIFIED;3) NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY.

30 E.C SHALL COORDINATE WITH OWNER FOR ALL LOW VOLTAGE RACEWAYS, POWER CONNECTIONS & DEVICE LOCATIONS. LOW VOLTAGE DESIGN BY OTHERS.

31 COORDINATE WITH ARCHITECT PRIOR TO ROUGH-IN OF RECEPTACLES FOR ALL MILLWORK AND WORKSTATIONS.

ELECTRICAL ABBREVIATIONSTR TAMPER RESISTANT

TTB TELECOMMUNICATIONS TERMINAL BOARD

U.O.N. UNLESS OTHERWISE NOTED

UD UTILITY DISCONNECT

V VOLT

VA VOLT-AMPERE

W WATT

WP WEATHERPROOF

ELECTRICAL ABBREVIATIONSGEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

IG ISOLATED GROUND

J.B., J-BOX JUNCTION BOX

JPC JOCKEY PUMP CONTROLLER

KAIC THOUSAND AMPERE INTERRUPTING CAPACITY

kcmil THOUSAND CIRCULAR MILS

KVA KILOVOLT-AMPERE

LC LIGHTING CONTACTOR

M.C. MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUGS ONLY

N.I.C. NOT IN CONTRACT

NAC NOTIFICATION APPLIANCE CABINET

NEC NATIONAL ELECTRICAL CODE

NL NIGHT LIGHT

PNL PANEL

PVC POLY-VINYL-CHLORIDE (SCHEDULE 40, U.O.N.)

S.E. SERVICE ENTRANCE

TBB TELECOMMUNICATIONS BACKBONE BONDING

TGB TELECOMMUNICATIONS GROUND BAR

TMGB TELECOMMUNICATIONS MAIN GROUND BAR

ELECTRICAL ABBREVIATIONSA AMPERE

A.F.F. ABOVE FINISHED FLOOR

A.F.G. ABOVE FINISHED GRADE

AL ALUMINUM

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

C CONDUIT

CB, CKT BKR CIRCUIT BREAKER

CLG CEILING

CU COPPER OR CONDENSING UNIT

DISC DISCONNECT

E.C. ELECTRICAL CONTRACTOR

E.S. ENERGY SAVING

ELEV ELEVATOR

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NONMETALLIC TUBING

EOR ENGINEER OF RECORD

EVC ELECTRIC VEHICLE CHARGER

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FPC FIRE PUMP CONTROLLER

FSD FIRE SMOKE DAMPER

G, GND GROUND

GACP GENERATOR ANNUCIATOR AND CONTROL PANEL

GD GENERATOR DISCONNECT

SCALE: NTSE0-01

1 GROUNDING DETAIL

SCALE: NTSE0-01

2 TYP. MOUNTING HEIGHT DIAGRAMSCALE: NTSE0-01

3 UL CONCRETE PENETRATIONS

SCALE: NTSE0-01

4 UL GYPSUM PENETRATIONSSCALE: NTSE0-01

5 UL MC GYPSUM PENETRATIONS


12/19/19

SEE RISER DIAGRAM FOR SERVICE GROUNDING ELECTRODE CONDUCTOR SIZING IN LIEU OF GROUND INDICATED.

'+' DENOTES FEEDER COMPENSATED FOR VOLTAGE DROP.

4#6, #10 GND60 1''

1 1/4''4#3, #8 GND80

1 1/4''4#2, #8 GND100

1 1/2''

1 1/2''

4#1/0, #6 GND

4#1, #6 GND

150

125

3''

3''

2''

1 1/2''

4#250, #2 GND250

4#3/0, #6 GND

4#2/0, #6 GND

4#1/0

175

200

150S

(2) 4''

(2) 3''400

400S

(4) 4"

(3) 3''

(3) 3''

(2) 4"

(2) 3''

4 SETS 4-500MCM1200S+

1000S

800

1000

600 2 SETS 4-350MCM, #1 GND

2 SETS 4-600MCM, #1/0 GND

3 SETS 4-400MCM, #2/0 GND

3 SETS 4-400MCM

2 SETS 4#3/0, #3 GND

2 SETS 4#3/0

3''5#3/0, #6 GND, #6 ISO GND200i

** PROVIDE PANEL WITH 200% RATED NEUTRALS

FEEDER SCHEDULE

CONDUITWIRE SIZES (COPPER)

(2) 4''600S 2 SETS 4-350MCM

(2) 4"800S 2 SETS 4-600MCM

(4) 3''1200S 4 SETS 4-350MCM

4#4, #8 GND60+ 1 1/4''

NEUTRAL WIRES NOT REQ'D FOR TRANSFORMER PRIMARIES.

(4) 3''1200 4 SETS 4-350MCM, #3/0 GND

1 1/4''4#2100S

1 1/2''4#1125S

NEW UTILITY XFMR 208Y/120V 3PH, 4W

GROUND

KEYED NOTES:#

1. TO RESPECTIVE FUTURE TENANT PANEL/DISC.2. PROVIDE FUSED DISCONNECT.3. PROVIDE 2" TELCO CONDUIT WITH PULLWIRE TO EACH TENANT (UNDER SEPARATE PERMIT). STUB 6" MINIMUM ABOVE FINISHED GRADE AND

CAP. COORDINATE WITH TENANT TTB LOCATION.4. PROVIDE (1) 4" CONDUIT WITH PULLWIRE FOR DATA. COORDINATE WITH OWNER FOR ROUTING INFORMATION.5. PROVIDE (1) 4" CONDUIT WITH PULLWIRE FOR CATV. COORDINATE WITH CABLE PROVIDER FOR ROUTING INFORMATION.6. PROVIDE 12" X 1" X 1/4" THICK CU GROUND BAR.7. PROVIDE WITH GFCI DUPLEX RECEPTACLES ON DEDICATED CIRCUITS FOR TELEPHONE AND OTHER EQUIPMENT.8. FIRE RATED TELEPHONE & TELECOMM BACKBOARD.9. PROVIDE TELEPHONE DEMARCATION CABINET. BASIS OF DESIGN: HOFFMAN T3-BOX, TELEPHONE CABINET 36"H x 24"W x 8"D IN NEMA 3R

ENCLOSURE.10. REFER TO LIGHTING CONTACTOR SCHEDULE. PROVIDE WITH NEMA 3R ENCLOSURE.11. REFER TO TIME CLOCK DETAIL FOR MORE INFORMATION.12. COMBINATION METER / CT CABINET. COORDINATE WITH UTILITY.13. METER SOCKETS SHALL BE INSTALLED AT 2'-6" MIN TO 5'-6" MAX. COORDINATE REQUIREMENTS WITH UTILITY.

EXTERIOR

9

8

7 (TYP.)6

#6G (CU)

TO G.E.C.

3 4

5

RISER DIAGRAM NOTES:1. ALL SWITCHGEAR AND PANELBOARDS HAVE BEEN SIZED ACCORDING TO THE BASIS OF DESIGN MANUFACTURER: SCHNEIDER ELECTRIC

(SQUARE-D).2. SUBSTITUTIONS ARE PERMITTED. CONTRACTOR SHALL PROVIDE LAYOUT OF ALTERNATE DESIGN INDICATING CLEARANCES AND

DIMENSIONS TO ENSURE GEAR DOES NOT TAKE UP ADDITIONAL FLOOR SPACE.3. CONTRACTOR MAY SUBSTITUTE ALUMINUM FEEDERS FOR SERVICES GREATER THAN 150A UNLESS OTHERWISE NOTED.4. BOND GROUND FOR ALL SERVICES AS INDICATED PER NFPA 70-2017, ART. 250.64.5. SERVICE FEEDERS HAVE BEEN SIZED FOR A MAXIMUM 2%VOLTAGE DROP. BRANCH CIRCUITS SHALL BE SIZED FOR A MAXIMUM 3%

VOLTAGE DROP TO ENSURE A TOTAL VOLTAGE DROP OF LESS THAN 5%.

BY GA POWER

SUITE G104SUITE G103

CT CABINET (NEMA3R)

SUITE "G102" 125A

FUSED 100KAIC

DISC NEMA3R

3P4W

125

125S

SUITE "G103"150A

FUSED 100KAIC

DISCNEMA3R

3P4W

#6G (CU)

12 13

CT CABINET (NEMA3R)

SUITE G104PANEL "G104"

100A MLO NEMA1

208/120V 3P4W

3

1

600A NEMA 3R UTILITY GUTTER

TELCO CABINET

M

PANEL "GH" 200A MCB

(S.E.RATED) NEMA3R208/120V

3P4W

13

200S

2


150A MLO NEMA1

208/120V 3P4W

3

#6G (CU) #6G (CU)

CT CABINET (NEMA3R)

12

SUITE "G101" 125A

FUSED 100KAIC

DISC NEMA3R

3P4W

125

125S

12 13

CT CABINET (NEMA3R)

1

2

#6G

MAIN 2 OF 3

(CU)

#3/0G

SUITE "G104" 100A

FUSED 100KAIC

DISC NEMA3R

3P4W

100

150S

M

12 13

CT CABINET (NEMA3R)

1

2

#8G (CU)

150S

1

2

150

MM TC

LC

PC

11

10

SUITE G105


125A MLO NEMA1

208/120V 3P4W

3

SUITE G102


125A MLO NEMA1

208/120V 3P4W

3

SUITE G101


125A MLO NEMA1

208/120V 3P4W

3

600A FUSED

100KAIC(S.E.

RATED) DISC

NEMA3R 3P4W

600S

2

#2/0G (CU)

600S

13

M

125

125S

M

12

13 CT CABINET (NEMA3R)

1

2

#6G (CU)

SUITE "G105" 125A

FUSED 100KAIC

DISC NEMA3R

3P4W

MAIN 1 OF 3

11111

CT CABINET (NEMA3R)

SUITE "G202" 100A

FUSED 100KAIC

DISC NEMA3R

3P4W

100

100S

SUITE "G203"100A

FUSED 100KAIC

DISCNEMA3R

3P4W

#8G (CU)

12 13

CT CABINET (NEMA3R)

1

600A NEMA 3R UTILITY GUTTER

2

#8G (CU)

SUITE "G201" 125A

FUSED 100KAIC

DISC NEMA3R

3P4W

125

125S

12 13

CT CABINET (NEMA3R)

1

2

#6G

MAIN 3 OF 3

(CU)

#3/0G

SUITE "G204" 100A

FUSED 100KAIC

DISC NEMA3R

3P4W

100

100S

M

12 13

CT CABINET (NEMA3R)

1

2

#8G (CU)

100S

1

2

100

MM

600A FUSED

100KAIC(S.E.

RATED) DISC

NEMA3R 3P4W

600S

2

#2/0G (CU)

600S

13

M

100

100S

12 13

CT CABINET (NEMA3R)

1

2

#8G (CU)

SUITE "G205" 100A

FUSED 100KAIC

DISC NEMA3R

3P4W

GROUND

M

100

100S

12 13

CT CABINET (NEMA3R)

1

2

#8G (CU)

SUITE "G206" 100A

FUSED 100KAIC

DISC NEMA3R

3P4W

M

SUITE G206


100A MLO NEMA1

208/120V 3P4W

3 1

SUITE G205


100A MLO NEMA1

208/120V 3P4W

3 1

SUITE G204


100A MLO NEMA1

208/120V 3P4W

3 1

SUITE G203


100A MLO NEMA1

208/120V 3P4W

3 1

SUITE G202


100A MLO NEMA1

208/120V 3P4W

3 1

SUITE G201


125A MLO NEMA1

208/120V 3P4W

3 1

WALL

WIDTH OF THE PANEL OR 30",WHICHEVER IS GREATER

PANEL

AREA BEGINS IMMEDIATELYBELOW PANEL AND

EXTENDS AWAY FROM WALL

ELECTRICALCLEARANCE- STORAGE

ILLEGALINSIDE THIS

AREA

NOTES:

1. FOR ELECTRICAL PANELS LOCATED IN AREA'S OTHER THAN ELECTRICAL ROOMS THE CLEARANCE DICTATED BY NEC ARTICLE 110, SHALL BE INDICATED BY TWO INCH WIDE COLORED STRIPING ON FLOOR.

2. STRIPING SHALL BE OF BRIGHT COLOR (YELLOW) THAT CONTRASTS WITH THE FLOOR COLOR AND SHALL BE APPLIED BY THE MOST DURABLE PROCESS THAT IS COMMERCIALLY AVAILABLE FOR THE PARTICULAR FLOOR FINISH. EXAMPLES: EPOXY PAINT ON CONCRETE AND TILE FLOORS. STRIPING AND METHOD SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION.

3. ON THE FLOOR IMMEDIATELY INSIDE THE STRIPING, STENCIL 2-INCH BLOCK LETTERS "ELECTRICAL CLEARANCE - STORAGE ILLEGAL INSIDE THIS ZONE".

4. FOR FLOOR TYPES WHERE PAINTED STENCILING IS NOT FEASIBLE OR SUFFICIENTLY DURABLE, THIS MESSAGE SHALL INSTEAD BE POSTED ON THE WALL BELOW THE PANEL AS AN ENGRAVED LABEL WITH 1/2-INCH LETTERING.

AT LEAST 30"

36"

FO

R 2

08

V P

AN

ELS

AN

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2"

FO

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JOB NUMBER:

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DISCLAIMER:

SEAL:

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

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POWER RISERAND DETAILS

CU

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24180Ladd D. Marks

SCALE: NTSE0-02

2 POWER RISER DIAGRAM - BLDG G

SCALE: NTSE0-02

1 TYP. WORKING CLEARANCE STRIPING


12/19/19

DRY SYSTEM FLOW PRESSURE SWITCH

DRY SYSTEM AIR MONITORING PRESSURE SWITCH

FIRE ALARM SYSTEM MATRIX

SE

ND

FIR

E A

LAR

M S

IGN

AL

TO

CE

NTR

AL

STA

TIO

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NOTIFICATION APPLIANCE CIRCUIT SHORT

SYSTEM INPUTS

SPRINKLER TAMPER

GROUND FAULT

FIRE ALARM AC POWER FAILURE

FIRE ALARM SYSTEM LOW BATTERY

OPEN CIRCUIT

SPRINKLER WATERFLOW

MANUAL FIRE ALARM PULL STATION (PER ZONE)

SMOKE DETECTOR (PER ZONE)

FIRE ALARM SYSTEM RESPONSE

HEAT DETECTOR (PER ZONE)

DUCT DETECTOR (PER ZONE)

MANUAL AHU SHUTDOWN AND SMOKE DAMPER SWITCH

AC

TU

ATE

ALA

RM

IND

ICA

TO

R (P

ER

ZO

NE

)

AC

TU

ATE

AH

U S

HU

TD

OW

N

CONTROL UNIT ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL

NOTES:1. VERIFY EXACT REQUIREMENTS WITH THE LOCAL AHJ.

FIRE ALARM SYSTEM SEQUENCE OF OPERATIONS

120V POWER

FACPFAAP

4-PR CAT 5 IN 1/2"C TO TEL DEMARC

FIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATOR PANEL

8" FIRE BELL ON EXTERIOR

B

75cd, 90dBA (TYP UON)

SSTSFSDP

AT LEAST ONE

DUCT TYPE SMOKE DETS FOR HVAC SYSTEMS RATED OVER 2000 CFM

PROVIDE SMOKE DETECTOR ABOVE FIRE ALARM CONTROL PANEL

FIRE ALARM SYSTEM NOTES:

1. FIRE ALARM DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72 AND ADA.2. ACTUATION OF ANY PULL STATION, FLOW SWITCH OR SMOKE DETECTOR SHALL ACTIVATE ALARM.3. FIRE ALARM SYSTEM SHALL BE ADDRESSABLE, 24VDC, POWER LIMITED, FULLY SUPERVISED WITH 5 MINUTE

ALARM, 24 HOUR STANDBY BATTERY SYSTEM.4. NOTE THAT FIRE ALARM PLANS SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE BUILDING

PLANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED FOR THE FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM.

5. ALL FIRE ALARM SWITCHES, MODULES, AND WIRING SHALL BE PROVIDED BY THE FIRE ALARM SUB-CONTRACTOR. FIRE ALARM SYSTEM SUB-CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT DETAILED SYSTEM DRAWINGS, CUTSHEETS, WIRING DIAGRAMS, ETC. AS REQUIRED FOR FINAL PERMITTING.

6. ALL COMPONENTS NECESSARY FOR CERTIFICATE OF OCCUPANCY SHALL BE INCLUDED IN THE BID. SEE PLANS FOR MINIMUM NUMBER OF DEVICES. COORDINATE WITH LOCAL AUTHORITY FOR ADDITIONAL DEVICES AS MAY BE REQUIRED.

7. THE FIRE ALARM PANEL SHALL BE LOCATED IN AMBIENT CONDITIONS MAINTAINED BETWEEN 32°F AND 104°F, NON-CONDENSING.

8. ALL TAMPER AND FLOW SWITCH CONNECTION LOCATIONS TO BE FIELD VERIFIED WITH SPRINKLER SUB-CONTRACTOR AS REQ'D.

9. COORD. WITH M.C. TO PROVIDE SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED.10. COORDINATE DUAL LINE TELEPHONE CONNECTION FOR UL LISTED CENTRAL STATION MONITORING. ALL ALARM,

TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTED TO THE CENTRAL STATION.11. PROVIDE DUCT DETECTOR INDICATING PLATE ON CEILING GRID UNDER EACH RESPECTIVE DUCT DETECTOR

LOCATION. ADDRESSABLE PANEL DISPLAY TO NOTE ROOM NUMBER FOR ALL DEVICES.12. PROVIDE SHUNT INTERLOCK WITH THEATRICAL/PA SOUND SYSTEMS FOR SYSTEMS' SHUT DOWN UPON FIRE

ALARM CONDITION.13. PROVIDE SURGE PROTECTIVE DEVICE ON FACP INCOMING AC POWER (ADJACENT TO OR WITHIN PANEL.) ANY

EXTERIOR FIRE ALARM CIRCUITS SHALL BE PROVIDED WITH SURGE PROTECTION AT THE POINT OF ENTRY TO THE BUILDING. ANY EXTERIOR CIRCUITS SHALL BE INSTALLED IN CONDUIT, MINIMUM 18" BELOW GRADE WITH ORANGE WARNING TAPE 6" ABOVE THE CONDUIT.

14. VENDOR SHALL FULLY TEST AND CERTIFY THE FIRE ALARM SYSTEM DOCUMENTING PROPER FUNCTION OF ALL DEVICES, INTERLOCKS, PROGRAMMING AND COMMUNICATIONS PROVIDING A FIRE ALARM SYSTEM RECORD OF COMPLETION AS REQUIRED BY NFPA 72.

15. VENDOR SHALL PROVIDE OPERATIONS AND MAINTENANCE PROCEDURES, MANUALS, SYSTEM DOCUMENTATION AND A MINIMUM OF TWO, ONE-HOUR ON-SITE TRAINING SESSIONS FOR SYSTEM OPERATION FOR THE OWNER.

TIMECLOCK 'TC' - NOTE 1

NEUT.

HOT

NOTE 2

NOTE 2

LC1

LC2

PROGRAMMABLE CONTROLLER

1 2 3 4 5 6 7 8

1. 'TC' IS A 2-CIRCUIT, SEVEN DAY ASTRO. TIME CLOCK WITH POWER RESERVE EQUAL TO INTERMATIC ET70215C SERIES. TIME CLOCK SHALL PROVIDE ONE SUNSET-ON, TIME OFF (NORMAL) AND ONE SUNSET-ON SUNRISE-OFF (SECURITY) CIRCUIT, EACH INDEPENDENTLY PROGRAMMED. MANUAL OVERRIDE SHALL BE PROVIDED FOR EACH CIRCUIT.

2. 'LC1', 'LC2' ARE MULTI-POLE, ELECTRICALLY HELD, 120V, 30A CONTACTOR WITH 120V COIL TO CONTROL ALL HOT LEGS OF LIGHTING AS REQUIRED. VERIFY POLE QUANTITY AND ENCLOSURE AS REQUIRED. SEE CONTACTOR SCHEDULE FOR DETAILS.

LIGHTING CONTACTOR NOTES:

1. ALL COLORS AND FINISHES TO BE SELECTED BY ARCHITECT.2. VERIFY WITH ARCHITECT FOR ANY SUBSTITUTIONS TO THE LIGHTING FIXTURES.3. ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TYPE.4. ALL FLUORESCENT BALLASTS SHALL BE PARALLEL WIRED, HIGH POWER FACTOR AND NORMAL BALLAST FACTOR, UON.5. ALL INDOOR LINEAR FIXTURES SHALL BE EQUIPPED WITH A BALLAST DISCONNECT IN COMPLIANCE WITH NEC 410.130(G)6. ONLY ONE MANUFACTURER TO SUPPLY LAMPS PER EACH TYPE OF LAMP SOURCE (FLUORESCENT, METAL HALIDE, INCANDESCENT) FOR THIS PROJECT.7. REFER TO PLAN FOR NUMBER OF FACES AND CHEVRON QUANTITY/DIRECTION.8. ALL INCANDESCENT LAMPS UTILIZING A-19 BASES SHALL BE PROVIDED WITH CREE 9-WATT A-19 2700K/83CRI DIMMABLE LED LAMPS TO ENSURE ENERGY

CODE. CANDELABRA SCREW (E12) BASE FIXTURES SHALL BE PROVIDED WITH PHILIPS CANDLE 4.5W DIMMABLE LED 2700K/80CRI. THE FIXTURE SHALL BE LABELED WITH LED WATTAGE AND SHALL BE THE MAXIMUM WATTAGE FOR THE FIXTURE.

LIGHTING FIXTURE SCHEDULE NOTES:

CONTACTOR SCHEDULEMARK CONTROLLING TYPE CONTROL POLES CONTROLLED

LC1 INTERIOR LIGHTING 30A, 4 POLE TIME-ON/TIME-OFF GH-5,11

LC2 EXTERIOR LIGHTING 30A, 12 POLE SUNSET-ON/SUNRISE-OFF GH-7,9,13,32,34,36,39,41

NOTES:1. CONTRACTOR SHALL CONFIRM PROGRAMMING SCHEDULES WITH OWNER.2. ALL CONTACTORS SHALL BE ELECTRICALLY HELD.3. 'LC1' & 'LC2' SHALL HAVE 120V COILS AND BE MOUNTED WITH TIMECLOCK IN NEMA 3R ENCLOSURES ADJACENT TO

THE SERVING PANEL.4. PROVIDE MANUAL OVERRIDE HAND/OFF/AUTO SWITCH, TO CONTROL ALL RELAYS.

OCCUPANCY SENSOR NOTES:1. SENSOR IS INTEGRAL TO SWITCH.2. ONE ON/OFF BUTTON SHALL BE PROVIDED FOR EACH

RELAY/POLE.3. FOR SINGLE RELAY SYSTEMS, OMIT SECOND RELAY/POLE.4. SET SENSOR SWITCH TO MANUAL-ON/AUTO-OFF FOR EACH

POLE, UON. PUBLIC CORRIDORS, STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, AND AREAS WHERE MANUAL-ON OPERATION WOULD ENDANGER THE SAFETY AND SECURITY OF THE OCCUPANTS SHALL BE SET TO AUTO-ON/AUTO-OFF FOR BOTH POLES.

$

a

b

HOT

HOT

OS2a,b

SENSOR

ON/OFF

ON/OFF

EQUIPMENT CONNECTION SCHEUDLE NOTES:

1. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT INSTALLED.2. SIZE DISCONNECT RATING AND NUMBER OF POLES FROM PANEL SCHEDULES ACCORDING TO NFPA 70.3. STARTERS, IF ANY, BY DIV. 23. COORDINATE WITH DIV 23.4. CONTRACTOR SHALL WIRE DUCT SMOKE DETECTOR TO FIRE ALARM SYSTEM. COORDINATE WITH DIV. 23. AND

FIRE ALARM CONTRACTOR.5. INDOOR UNIT POWERED BY OUTDOOR UNIT, PROVIDE FIELD WIRING AS NEEDED. COORDINATE WITH DIV 23.6. CONTROLS AS INDICATED BY DIV 23. COORDINATE WITH DIV 23.

C

dw

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desig

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ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

0:5

7 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

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g C

ity C

en

ter

(Bu

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18_

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NM/CC LM

1825501

RISERS,SCHEDULESAND DETAILS

CU

MM

ING

CIT

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BU

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G

CA

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Y.

CU

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24180Ladd D. Marks

SCALE: NTSE0-03

1 FIRE ALARM RISER DIAGRAM

SCALE: NTSE0-03

2 EXTERIOR LIGHTING CONTROL DIAGRAM LIGHTING FIXTURE SCHEDULE

MARK MANUFACTURER CATALOG NUMBER

LAMP DATA

VOLTSFIXTUREWATTS

BALLAST DATA

MOUNTING DESCRIPTION# TYPE # TYPE

A1 COLUMBIA LIGHTING CS-4-232-E-U 2 FLUORESCENT 32WT8 120 V 58 W 1 ELECTRONIC SUSPENDED 4' LONG STRIP FIXTURE

D1 PRESCOLITE LF6SL-DM1-6LFSL15L35K8 1 LED, 1500 LUMEN,3500K

120 V 16 W 1 DRIVER RECESSED 6" DIA OPEN DOWNLIGHT

D1E PRESCOLITE LF6SL-DM1-EM-6LFSL15L35K8

1 LED, 1500 LUMEN,3500K

120 V 16 W 1 DRIVER RECESSED 6"DIA OPEN DOWNLIGHT W/ 90 MINUTE BATTERY

EM1 LIGHT ALARMS LCAB2SQLED 1 LED 120 V 12 W 1 DRIVER SURFACE EMERGENCY LIGHT W/ 90 MIN BATTERY

EM2 LIGHT ALARMS CAMSD 1 LED 120 V 11 W 1 DRIVER WALL EXTERIOR EMERGENCY LIGHT, WET LOCATION LISTED OPERATE AT LOSS OFPOWER ONLY

F COLUMBIA LIGHTING LCL 4-40-ML-E-U 1 LED, 5000 LUMEN,4000K

120 V 48 W 1 DRIVER SUSPENDED STRIP LIGHT

H COLUMBIA LIGHTING LXEM-4-40-ML-RFA-ED-U 1 LED, 5000 LUMEN,4000K

120 V 50 W 1 DRIVER SURFACE LINEAR VAPORTHIGHT

SLE NEWSTAR LIGHTING STWL4-T-L2-35-UN-OC-SD2-BB

1 LED, 6000 LUMEN,3500K

120 V 64 W 1 DIMMIMNGDRIVER

SURFACE STAIR LIGHT W/ MIN 90 MIN BATTERY AND OCCUPANCY SENSOR TO DIMLIGHTING DOWN TO 50% WHEN NO OCCUPANCY.

V1 TBD 1 LED 120 V 50 W 1 DRIVER WALL VANITY LIGHT

X1 LIGHT ALARMS GRAN-N-R-W 1 LED 120 V 2 W 1 DRIVER SURFACE THERMOPLASTIC EXIT SIGN W/ 90 MIN BATTERY

XL LIGHT ALARMS UQLXN500R-2LEDR 1 LED 120 V 12 W 1 DRIVER SURFACE COMBO EMERGENCY LIGHT & THERMOPLASTIC EXIT SIGN W/ 90 MIN BATTERY

Z1 ECLIPSE LIGHTING TRITON - XL1 1 LED 120 V 30 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

Z3 BASELITE MC18/53/LEDE8/SQ3/4/53

1 LED 120 V 21 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

Z7 BASELITE RE16/41/WM60/41-LED 1 LED 120 V 21 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

Z8 BASELITE HE1/FR/CG/42/CF26/E16 1 LED 120 V 21 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

Z11 BASELITE BLH3/CL9/44/LED20 1 LED 120 V 20 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

Z14 BASELITE CN14/49/E6/49-LED 1 LED 120 V 16 W 1 DRIVER WALL DECORATIVE SCONCE, WET LOCATION LISTED

SCALE: NTSE0-03

3 TYP. OCCUPANCY SENSOR SWITCH DETAIL

EQUIPMENT CONNECTION SCHEDULE

TYPE MARK DESCRIPTION DISCONNECT NOTES PANEL CKT #

ELEV CAB 240V/NF/NEMA1 1,2 GH 2

ELEV 240V/F/NEMA1 1,2 GH 24,26,28

EF 1 EXHAUST FAN WEATHERPROOF GENERAL DUTY SWITCH 1,2,6 GH 21

EF 2 EXHAUST FAN WEATHERPROOF GENERAL DUTY SWITCH 1,2,6 GH 23

EF 3 EXHAUST FAN GENERAL DUTY SWITCH 1,2,6 GH 15

EWH 1 ELECTRICAL WATER HEATER 240V/NF/NEMA1 1,2 GH 17,19

DSS/DSCU G100-1 DUCTLESS COOLING UNIT 240V/NF/NEMA3R 1,2,5 GH 4,6

RTU G202-1 ROOF TOP UNIT 240V/NF/NEMA3R 1-4 G202 3,5,7

RTU G201-1 ROOF TOP UNIT 240V/NF/NEMA3R 1-4 G201 3,5,7

PHP G203-1 PACKAGED HEAT PUMP 240V/NF/NEMA3R 1-3 G203 3,5




PHP G210-1 PACKAGED HEAT PUMP 240V/NF/NEMA3R 1-3 GH 25,27

HP G101-1 HEAT PUMP 240V/NF/NEMA3R 1,2 G101 3,5









AHU G101-1 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G101 11,13




WH 1 WALL HEATER MFGR PROVIDED INTEGRAL SWITCH 1,2 GH 12,14

WH 2-3 WALL HEATER MFGR PROVIDED INTEGRAL SWITCH 1,2 GH 16,18

WH 2-2 WALL HEATER MFGR PROVIDED INTEGRAL SWITCH 1,2 GH 20,22





AHU G105-1 AIR HANDLING UNIT 240V/NF/NEMA1 1-4 G105 7,9


12/19/19

C

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desig

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ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

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AR

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PH

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E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:0

1 P

MC

:\R

evi

tLoca

l20

18\1

920

92

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P -

Cum

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g C

ity C

en

ter

(Bu

ildin

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) R

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nic

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3.r

vt

E0-04

NM LM

1825501

PANELSCHEDULES

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks


DEMAND AMPS 170.8 A

TOTAL LOAD 60.9 kVA 61.5 kVA

* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65

EQUIPMENT LOAD 15.0 kVA 1.00 15.0 kVA

HVAC LOAD 37.4 kVA 1.00 37.4 kVA

RECEPTACLE LOAD 6.0 kVA NEC 6.0 kVA

LIGHTING LOAD 2.5 kVA 1.25 3.1 kVA

PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD

TOTAL CONNECTED KVA: 60.9TOTAL PANEL LOAD (KVA/Ø): 23.3 22.3 15.3

BLDG. SIGN 1 1/2 12 12 20 A 41 0.3 0.0 42 -- 20 A -- -- -- -- 1 SPARE

BLDG. SIGN 1 1/2 12 12 20 A 39 0.3 0.0 40 -- 20 A -- -- -- -- 1 SPARE

REC EXT 1 1/2 12 12 20 A 37 1.1 0.0 38 -- 20 A -- -- -- -- 1 SPARE

LTG, REC ELEV SHAFT 1 1/2 12 12 20 A 35 0.2 0.3 36 20 A 12 12 1/2 1 BLDG. SIGN

SUMP PUMP 1 1/2 12 12 20 A 33 1.1 0.3 34 20 A 12 12 1/2 1 BLDG. SIGN

REC EXT,LOB,RISER 1 1/2 12 12 20 A 31 1.3 0.3 32 20 A 12 12 1/2 1 BLDG. SIGN

REC ROOF 1 1/2 12 12 20 A 29 0.2 0.0 30 -- 20 A -- -- -- -- 1 SHUNT TRIP

27 4.9 7.2 28PHP-G10-1 2 1 6 10 60 A

25 4.9 7.2 26

LTG, RED WMENS 1 1/2 12 12 20 A 23 0.5 7.2 24

125 A 6 1 1-1/2 3 ELEV

LTG, REC, MENS 1 1/2 12 12 20 A 21 0.5 2.4 22

19 1.5 2.4 2030 A 10 10 1/2 2 WH-2-2

EWH-1 2 1/2 12 12 20 A17 1.5 2.4 18

WTR COOLER/JAN 1 1/2 12 12 20 A 15 1.6 2.4 1630 A 10 10 1/2 2 WH-2-3

BLDG. SIGN 1 1/2 12 12 20 A 13 0.3 1.5 14

LTG - CORR. 1 1/2 12 12 20 A 11 0.4 1.5 1220 A 12 12 1/2 2 WH-1

LTG - EXT. 1 LC 1/2 12 12 20 A 9 0.5 0.3 10 3 20 A 12 12 1/2 1 FACP

LTG - EXT. 1 LC 1/2 12 12 20 A 7 0.7 0.4 8 20 A 12 12 1/2 1 REC TELCO CAB

LTG - LOBBY 1 1/2 12 12 20 A 5 0.1 0.7 6

LTG - STAIR 02 1 1/2 12 12 20 A 3 0.1 0.7 415 A 12 12 1/2 2 DSS/DSCU-G100-1

LTG - STAIR 01 1 1/2 12 12 20 A 1 0.3 1.5 2 20 A 12 12 1/2 1 ELEV CAB

DESCRIPTION POLE CONT CONDUIT WIRE GND TRIP * CKT A B C CKT * TRIP GND WIRE CONDUIT CONT POLE DESCRIPTION

INCOMING: TOP FROM: LOAD PER PHASE GROUND BAR

MAINS: 200 A MCB BRACING: 15 KAIC

BUSSING: 200 A CU ROOM: MOUNTING: SURFACE MOUNTED

VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: GH

ENCLOSURE: NEMA 1

DEMAND AMPS 66.4 A



EQUIPMENT LOAD 1.00


RECEPTACLE LOAD NEC




SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

17 4.2 0.0 18 -- 20 A -- -- -- -- 1 SPAREAHU-G101-2 2 1 6 10 60 A

15 4.2 0.0 16 -- 20 A -- -- -- -- 1 SPARE

13 4.2 0.0 14 -- 20 A -- -- -- -- 1 SPAREAHU-G101-1 2 1 6 10 60 A

11 4.2 0.0 12 -- 20 A -- -- -- -- 1 SPARE

9 1.7 0.0 10 -- 20 A -- -- -- -- 1 SPAREHP-G101-2 2 3/4 8 10 35 A

7 1.7 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 1.7 0.0 6 -- 20 A -- -- -- -- 1 SPAREHP-G101-1 2 3/4 8 10 35 A

3 1.7 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE



MAINS: 125 A MLO BRACING: 22 KAIC

BUSSING: 125 A CU ROOM: TENANT G101 G101 MOUNTING: SURFACE MOUNTED

VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G101

ENCLOSURE: NEMA 1

DEMAND AMPS 66.4 A



EQUIPMENT LOAD 1.00


RECEPTACLE LOAD NEC




SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

17 4.2 0.0 18 -- 20 A -- -- -- -- 1 SPAREAHU-G102-2 2 1 6 10 60 A

15 4.2 0.0 16 -- 20 A -- -- -- -- 1 SPARE

13 4.2 0.0 14 -- 20 A -- -- -- -- 1 SPAREAHU-G102-1 2 1 6 10 60 A

11 4.2 0.0 12 -- 20 A -- -- -- -- 1 SPARE

9 1.7 0.0 10 -- 20 A -- -- -- -- 1 SPAREHP-G102-2 2 3/4 8 10 35 A

7 1.7 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 1.7 0.0 6 -- 20 A -- -- -- -- 1 SPAREHP-G102-1 2 3/4 8 10 35 A

3 1.7 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 71.3 A



EQUIPMENT LOAD 1.00


RECEPTACLE LOAD NEC




SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

17 4.2 0.0 18 -- 20 A -- -- -- -- 1 SPAREAHU-G103-2 2 1 6 10 60 A

15 4.2 0.0 16 -- 20 A -- -- -- -- 1 SPARE

13 4.4 0.0 14 -- 20 A -- -- -- -- 1 SPAREAHU-G103-1 2 1 6 10 60 A

11 4.4 0.0 12 -- 20 A -- -- -- -- 1 SPARE

9 2.4 0.0 10 -- 20 A -- -- -- -- 1 SPAREHP-G103-1 2 1 6 10 45 A

7 2.4 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 1.7 0.0 6 -- 20 A -- -- -- -- 1 SPAREHP-G103-2 2 3/4 8 10 35 A

3 1.7 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 56.8 A



EQUIPMENT LOAD 1.00


RECEPTACLE LOAD NEC




SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

17 3.3 0.0 18 -- 20 A -- -- -- -- 1 SPAREAHU-G104-2 2 3/4 8 10 40 A

15 3.3 0.0 16 -- 20 A -- -- -- -- 1 SPARE

13 3.3 0.0 14 -- 20 A -- -- -- -- 1 SPAREAHU-G104-1 2 3/4 8 10 40 A

11 3.3 0.0 12 -- 20 A -- -- -- -- 1 SPARE

9 1.8 0.0 10 -- 20 A -- -- -- -- 1 SPAREHP-G104-2 2 1/2 10 10 30 A

7 1.8 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 1.8 0.0 6 -- 20 A -- -- -- -- 1 SPAREHP-G104-1 2 1/2 10 10 30 A

3 1.8 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 51.4 A



EQUIPMENT LOAD 1.00


RECEPTACLE LOAD NEC




SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

9 6.3 0.0 10 -- 20 A -- -- -- -- 1 SPAREAHU-G105-1 2 1-1/4 3 8 80 A

7 6.3 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 2.8 0.0 6 -- 20 A -- -- -- -- 1 SPAREHP-G105-1 2 1 6 10 50 A

3 2.8 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

12/19/19

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

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50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:0

4 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E0-05

NM LM

1825501

PANELSCHEDULES

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks


DEMAND AMPS 27.5 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 9 0.2 0.0 10 -- 20 A -- -- -- -- 1 SPARE

7 3.2 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 3.2 0.0 6 -- 20 A -- -- -- -- 1 SPARERTU-G201-1 3 1 6 10 50 A

3 3.2 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP. 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 32.1 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 9 0.2 0.0 10 -- 20 A -- -- -- -- 1 SPARE

7 3.7 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 3.7 0.0 6 -- 20 A -- -- -- -- 1 SPARERTU-G202-1 3 1 6 10 50 A

3 3.7 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.1 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 46.7 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 9 0.0 0.0 10 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 7 0.2 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 8.2 0.0 6 -- 20 A -- -- -- -- 1 SPAREPHP-G204-1 2 1-1/4 2 8 100 A

3 8.2 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP. 1 1/2 12 12 20 A 1 0.1 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 28.2 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 9 0.0 0.0 10 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 7 0.2 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 4.9 0.0 6 -- 20 A -- -- -- -- 1 SPAREPHP-G205-1 2 1 6 10 60 A

3 4.9 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP. 1 1/2 12 12 20 A 1 0.1 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 34.9 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 9 0.0 0.0 10 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 7 0.2 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 6.1 0.0 6 -- 20 A -- -- -- -- 1 SPAREPHP-G206-1 2 1-1/4 3 8 80 A

3 6.1 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.2 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

DEMAND AMPS 34.7 A



EQUIPMENT LOAD 1.00






SPARE 1 -- -- -- -- 20 A -- 41 0.0 0.0 42 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 39 0.0 0.0 40 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 37 0.0 0.0 38 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 35 0.0 0.0 36 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 33 0.0 0.0 34 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 31 0.0 0.0 32 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 29 0.0 0.0 30 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 27 0.0 0.0 28 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 25 0.0 0.0 26 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 23 0.0 0.0 24 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 21 0.0 0.0 22 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 19 0.0 0.0 20 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 17 0.0 0.0 18 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 15 0.0 0.0 16 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 13 0.0 0.0 14 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 11 0.0 0.0 12 -- 20 A -- -- -- -- 1 SPARE

SPARE 1 -- -- -- -- 20 A -- 9 0.0 0.0 10 -- 20 A -- -- -- -- 1 SPARE

REC ROOF 1 1/2 12 12 20 A 7 0.2 0.0 8 -- 20 A -- -- -- -- 1 SPARE

5 6.1 0.0 6 -- 20 A -- -- -- -- 1 SPAREPHP-G203-1 2 1-1/4 3 8 80 A

3 6.1 0.0 4 -- 20 A -- -- -- -- 1 SPARE

LTG - TEMP 1 1/2 12 12 20 A 1 0.1 0.0 2 -- 20 A -- -- -- -- 1 SPARE






ENCLOSURE: NEMA 1

12/19/19

CO

NC

RE

TE

RE

TA

ININ

G W

ALL

FO

OD

TR

UC

K

D

R

FO

OD

TR

UC

K

D

R

E0-102

PROPOSED UTILITY XFMR AND SECONDARY ROUTING. COORDINATE WITH UTILITY AND CIVIL.

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:1

5 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E0-10

NM LM

1825501

SITE PLAN

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks

SCALE: 1" = 60'-0"E0-10

1 ELECTRICAL SITE PLAN

SCALE: 1" = 20'-0"E0-10

2 ENLARGED ELECTRICAL SITE PLAN

120'60' 60'0

SCALE: 1" = 60'-0"

20'40'

40'20' 20'0

SCALE: 1" = 20'-0"

10'

N

N


12/19/19

S

FA

CP

S

POWER KEYED NOTES:1. COORDINATE FINAL TELCO CONDUIT STUB, PANEL REC & PANEL LOCATION

WITH TENANT UPFIT PLANS PRIOR TO ROUGH-IN.2. CONNECT TO LIGHTING IN THIS SPACE. ENSURE LIGHTING IS WIRED AHEAD

(LINE SIDE) OF GFCI RECEPTACLE.

#

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

TENANT

G103

G103

RISER

G100C

ELEV

G100A

STAIR 01

GST01

STAIR 02

GST02

LOBBY

G100B

TENANT

G102

G102

TENANT

G101

G101

TENANT

G104

G104

TENANT

G105

G105

MAIN 2 OF 3 MAIN 3 OF 3

MAIN 1 OF 3

GH

G105

G104

G103

G102

G101

TELCOCABINET

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

DSS-G100-1

WH-2-2WH-2-3

WH-1

AHU-G101-1

AHU-G101-2

AHU-G102-1

AHU-G102-2

AHU-G103-1

AHU-G103-2

AHU-G104-1

AHU-G105-1

AHU-G104-2

GH-8GFI

GH - 10

GFI WP

GH-37

GFI WP

GH-31

GFI WP

GH-37

GFI WP

GH-37

GFI WP

GH-37

GFI WP

GH-37

GFI WP

GH-37

GFI WP

GH-31

GFI WP

GH-31

GFI WP

GH-31

GFI WP

GH-31

GH-31GH-31

GFI

GH-33 SUMP

2

GFI WPGH-35

ON WALL 18"BFC

C

dw

ell

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n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:1

7 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E1-01

NM LM

1825501


POWER

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks

4'3' 1' 12'8'4' 2' 0

SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"E1-01

1 MAIN LEVEL FLOOR PLAN - POWER


N

12/19/19

H

POWER KEYED NOTES:1. COORDINATE FINAL TELCO CONDUIT STUB, PANEL REC & PANEL LOCATION

WITH EGRESS CORRIDOR LAYOUT.2. CONNECT TO LIGHTING IN THIS SPACE. ENSURE LIGHTING IS WIRED AHEAD

(LINE SIDE) OF GFCI RECEPTACLE.

#

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

GFIGFI

GFI

G201

TENANT

G202

G202

STAIR 01

GST01

JANITOR

G211

MEN'S

TOILETS

G213

ELEV

G200A

WOMEN'S

TOILETS

G212

TENANT

G205

G205

TENANT

G206

G206

TENANT

G204

G204TENANT

G203

G203

TENANT

G201

G201

CORRIDOR

G210

1

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

22

G202

1

G203

1

G204

1

G2051

G206

1

GFI

EF-3

EWH-1

GH - 21GH - 23

GH - 15

ELEV CAB

ELEV

C

dw

ell

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ALL R

IGH

TS

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SE

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ED

DRAWN BY CHECKED BY

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:1

9 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E1-02

NM LM

1825501

UPPER FLOORPLAN - POWER

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks

4'3' 1' 12'8'4' 2' 0

SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"E1-02

1 UPPER LEVEL FLOOR PLAN - POWER


N

12/19/19

D

DD

D

D

D

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

GFI WP

EF-2 EF-1

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

WP WP

PHP-G210-1 PHP-G206-1

PHP-G203-1

PHP-G204-1

RTU-G202-1RTU-G201-1

DSCU-G100-1

PHP-G205-1

HP-G101-1 HP-G102-1

HP-G102-2HP-G101-2

HP-G103-1 HP-G103-2HP-104-2 HP-105-1HP-104-1

GFI WPGFI WP GFI WP

GFI WP GFI WPGFI WP

GH-29 G206-7

G204-7G203-7G202-9

G205-7

C

dw

ell

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IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

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.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:2

0 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E1-03

NM LM

1825501

ROOF PLAN -POWER

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks

4'3' 1' 12'8'4' 2' 0

SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"E1-03

1 ROOF PLAN - POWER


N

12/19/19

S

S

J

S

S

S

S

S

S

S

S

S

S

S

J

J J

S

S S

J

S

J

S

LIGHTING SHEET NOTES:1. PROVIDE UNSWITCHED CONDUCTOR FOR EMERGENCY LIGHTING BATTERY

CIRCUITS AND EXIT SIGNS. ALL EMERGENCY LIGHTING BATTERY CIRCUITS AND EXIT SIGNS SHALL BE WIRED AHEAD (LINE SIDE) OF ALL SWITCHES, LIGHTING CONTROLS, ETC.

2. COORDINATE LIGHTING FIXTURE MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS BEFORE ROUGH-IN.

LIGHTING KEYED NOTES:1. CONNECT VIA TIMECLOCK/PHOTOCELL. SEE CONTACTOR SCHEDULE E0-03.2. CONNECT TO GFCI RECEPTACLE IN THIS SPACE. ENSURE LIGHTING IS

WIRED AHEAD (LINE SIDE) OF GFCI RECEPTACLE.3. POWER FOR BUILDING SIGN. COORDINATE FINAL LOCATION FOR J-BOX AND

SWITCH WITH SIGN VENDOR.

#

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

SLE

SLE

SLE

SLE

H

F

Z11

Z11

Z7 Z11

Z11

Z11

Z14

Z14

Z14

Z7Z7Z14Z14

Z7

Z14

Z14

Z8

Z14 Z14

Z14

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

XL XL XL

XL

X1

X1

XL XL

XL

XL

D1E

XL

EM2

EM2

EM2

XL

EM2

EM2

EM2

EM2EM2

EM2EM2

EM2

Z14Z7

Z14

Z7

XL

EM2

XL

EM2

XLEM2

EM2

XL

EM2

1

3

WP

Z14Z14

Z14 Z14

Z14 Z14

3

3

3

3

3

3

3

3

3

3

Z14

Z8

TENANT

G103

G103

RISER

G100C

ELEV

G100A

STAIR 01

GST01

STAIR 02

GST02

TENANT

G102

G102

TENANT

G101

G101TENANT

G104

G104

TENANT

G105

G105

LOBBY

G100B

UP

UP

GH - 1

UP

UP

GH - 3

G105 - 1

G104 - 1

G103 - 1

UP

1

2

GH - 5

G102 - 1

G101 - 1

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

GH - 7

1

GH - 9

1

UP

D1

GH - 13 GH - 39

WP

WP

WP

1

1

1

GH - 41

3

3

3

GH - 32

WP

1

GH - 36

WP

1

GH - 34

C

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IGH

TS

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SE

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ED

DRAWN BY CHECKED BY

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DISCLAIMER:

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ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

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.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:2

3 P

MC

:\R

evi

tLoca

l20

18\1

920

92

ME

P -

Cum

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18_

nic

kmig

3.r

vt

E2-01

CC LM

1825501


LIGHTING

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

ING

, G

A 3

0040


24180Ladd D. Marks

4'3' 1' 12'8'4' 2' 0

SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"E2-01

1 MAIN LEVEL FLOOR PLAN - LIGHTING


N

12/19/19

OCOCS

S S

S

S

S

S

S

SS

LIGHTING SHEET NOTES:1. PROVIDE UNSWITCHED CONDUCTOR FOR EMERGENCY LIGHTING BATTERY

CIRCUITS AND EXIT SIGNS. ALL EMERGENCY LIGHTING BATTERY CIRCUITS AND EXIT SIGNS SHALL BE WIRED AHEAD (LINE SIDE) OF ALL SWITCHES, LIGHTING CONTROLS, ETC.

2. COORDINATE LIGHTING FIXTURE MOUNTING HEIGHTS WITH ARCHITECTURAL ELEVATIONS BEFORE ROUGH-IN.

LIGHTING KEYED NOTES:1. CONNECT VIA TIMECLOCK/PHOTOCELL. SEE CONTACTOR SCHEDULE E0-03.2. CONNECT TO GFCI RECEPTACLE IN THIS SPACE. ENSURE LIGHTING IS

WIRED AHEAD (LINE SIDE) OF GFCI RECEPTACLE.

#

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

SLE

SLE

SLE

SLE

H

Z3

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

XL

D1E

D1

D1

D1E

D1

D1

XL

A1A1 A1

Z1

EM1 EM1EM1

EM1

XL

3 3

Z3

Z3

Z3

Z3

Z3 Z3

Z1 Z1Z1

Z3 Z3 Z3

Z3

Z3

Z3

Z3

Z3Z1Z1Z1Z1

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

XL

D1

D1

D1

D1

V1

V1

V1

V1

2

2

TENANT

G202

G202

JANITOR

G211

MEN'S

TOILETS

G213

STAIR 01

GST01

ELEV

G200A

WOMEN'S

TOILETS

G212

TENANT

G205

G205

TENANT

G206

G206

TENANT

G204

G204TENANT

G203

G203

TENANT

G201

G201

CORRIDOR

G210

DN

DN

DN

2

DN DN

DN

A1 A1 A1 A1 A1 A1

GH - 11

1

G206 - 1

EM1

G205 - 1

G204 - 1

EM1

G203 - 1

G202 - 1

G201 - 1

C

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TS

RE

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ED

DRAWN BY CHECKED BY

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d w

e l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/19/1

9 1

2:1

1:2

6 P

MC

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24180Ladd D. Marks

4'3' 1' 12'8'4' 2' 0

SCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"E2-02

1 UPPER LEVEL FLOOR PLAN - LIGHTING


N

12/19/19

PLUMBING SYMBOL LEGEND

TEE, OUTLET UP

TEMPERATURE AND PRESSURERELIEF DRAIN PIPING

EMERGENCY DRAIN PAN PIPING

PRESSURE RELIEF VALVE

BALL VALVE

PLUMBING FIXTUREDESIGNATION (UNDER LINED)

FIXTURE

GATE VALVE

ED

T&P

SOIL OR WASTE PIPE

VENT PIPE

TURNED UP

TURNED DOWN

TEE, OUTLET DOWN

COLD WATER PIPE

HOT WATER PIPE

HOT WATER RETURN PIPE

NITROUS OXIDE PIPE

COMPRESSED AIR PIPE

NITROGEN PIPE

OXYGEN PIPE

NATURAL GAS PIPE

EXISTING COLD WATER PIPE

EXISTING HOT WATER PIPE

EXISTING HOT WATER RETURN PIPE

CONNECT TO EXISTING

EXISTING SOIL OR WASTE PIPE

EXISTING VENT PIPE

MEDICAL GAS PIPE

CHILLED WATER RETURN PIPE

CHILLED WATER SUPPLY PIPE

CONDENSER WATER PIPE

COOLING WATER RETURN PIPE

COOLING WATER SUPPLY PIPE

FIRE

STORM

VACUUM PIPE

DISCONNECT FROM EXISTING

GENERAL SYMBOLS

REVISION NUMBER

PLAN OR DETAIL NO

KEYED NOTE TO PLAN

SHEET NUMBER

NORTH ARROW

N

1

1

ABBREVIATIONS

ABOVE FINISHED FLOOR

BRITISH THERMAL UNIT

GALLONS PER MINUTE

GENERAL CONTRACTOR

PLUMBING CONTRACTOR

GPM

W

WTR

w/O

w/

VTR

V

WASTE

WITHOUT

WATER

VENT TO ROOF

VENT

PC

SAN or S

MIN

IN

HW

MINIMUM

SANITARY

INCHES

HOT WATER

CONN

ED

FU

GC

FL

CW

EQUIPMENT DRAIN

FIXTURE UNIT

FLOOR

COLD WATER

CONNECTION

AFF

BTU

WITH

EXEXISTING

DNDOWN

HWRHOT WATER RETURN

CLEANOUT CO

WCOWALL CLEANOUT

A/CABOVE CEILING

ABOVE FINISHED GRADE AFG

BELOW FINISHED FLOOR BFF

BELOW FINISHED GRADE BFG

DFUDRAINAGE FIXTURE UNIT

FCOFLOOR CLEANOUT

GRADE CLEANOUT GCO

GREASE WASTE GW

STSTORM

OSTOVERFLOW STORM

WSFUWATER SUPPLY FIXTURE UNIT

PLUMBING GENERAL NOTES

1. EXECUTE ALL WORK TO IN SUCH MANNER TO MINIMUM INTERFERENCE WITH OTHER TRADES.

2. VERIFY EXACT PLUMBING FIXTURE ROUGH-IN AND FINAL HVAC EQUIPMENT REQUIREMENTS IN THE FIELD.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. FURNISH AND INSTALL PLUMBING FIXTURES INDICATED OR SPECIFIED, COMPLETE WITH ALL EQUIPMENT, FITTINGS, TRIM AND ACCESSORIES INDICATED OR SPECIFIED. EXPOSED WATER PIPING TO FIXTURES SHALL BE CHROME-PLATED BRASS, IPS UNLESS NOTED OTHERWISE. ADJUST WATER FLOW THROUGH ALL FIXTURES TO PROVIDE PROPER FLUSHING ACTION WITH THE LEAST AMOUNT OF WATER.

4. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES ALL REQUIRED OPENINGS AND EXCAVATIONS.

5. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY OUTSIDE AIR INTAKE.

6. ALL INDIRECT DRAINS SHALL HAVE A 6" DEEP SEAL AND TRAPS WITH TRAP PRIMERS AS REQUIRED BY CODE. CONTRACTOR TO ENSURE THAT EACH TRAP PRIMER VALVE IS CLEANED AND FREE OF DEBRIS JUST PRIOR TO PROJECT COMPLETION. FLUSH STRAINER FLOOR DRAINS SHALL BE CAST BRONZE OR NICKEL BRONZE STRAINER WITH ADJUSTABLE COLLAR AND DOUBLE DRAINAGE FLANGE.

7. FLOOR CLEANOUTS SHALL BE ADJUSTABLE HEIGHT POLISHED BRONZE OR NICKEL BRONZE WITH "CO" CAST IN THE FLOOR PLATE.

8. PROVIDE STOPS AND SHOCK ABSORBERS IN ACCORDANCE WITH PDI AND ASSE 1010. AN ACCESS PANEL MUST BE INSTALLED IF WATER HAMMER ARRESTER IS LOCATED INSIDE A WALL OR ABOVE A HARD CEILING. COORDINATE OPENINGS WITH ARCHITECT.

9. PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL CONNECTIONS.10. INSULATE ALL WATER PIPING. DOMESTIC WATER PIPE SHALL BE INSULATED

WITH 1/2" THICK 4 PCF MINERAL FIBER TYPE-I PRE-FORMED PIPE INSULATION WITH FACTORY APPLIED ALL SERVICE JACKET, JOHNS MANVILLE MICRO-LOK HP OR APPROVED EQUAL. INSULATION VAPOR BARRIER SHALL BE LAPPED AND CEMENTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DOMESTIC WATER PIPE EXPOSED TO VIEW SHALL BE FINISHED WITH A CORRUGATED ALUMINUM JACKET SUITABLE FOR PAINTING. FITTING SHALL BE MADE OF "QUICKSET" CEMENT MOLDED TO FIT AND COVERED WITH 8 OZ. CANVAS AND FINISHED WITH WHITE VAPOR BARRIER CEMENT, AND HAVE PLASTIC MOLDED FITTING COVERS. INSULATE DOMESTIC WATER AND WASTE PIPING UNDER HANDICAP LAVATORIES AND SINKS USING "LAVGUARD2 E-Z SERIES" MOLDED VINYL PIPING COVERS. COVER ALL PIPING, FITTING, VALVES, AND TRAPS EXPOSED TO VIEW.

11. ALL DOMESTIC WATER PIPE ABOVE FLOOR SHALL BE ASTM B 88 TYPE L HARD COPPER TUBE WITH CAST OR WROUGHT COPPER FITTINGS OR UNIONS AND SOLDERED JOINTS. SUPPORT HORIZONTAL COPPER PIPE AT 5'-0" MINIMUM INTERVALS AND VERTICAL PIPE AT 10'-0" MINIMUM INTERVALS. PIPE UNDER SLABS SHALL BE ASTM B 88 TYPE L SOFT COPPER TUBE. NO JOINTS ALLOWED BELOW SLAB. PROVIDE SELF-ADHESIVE PIPE LABELS WITH CONTACT-TYPE, PERMANENT-ADHESIVE BACKING INDICATING SERVICE, PIPE SIZE, AND FLOW DIRECTION FOR ALL PIPES ABOVE FLOORS.

12. ALL SANITARY WASTE AND VENT PIPE NOT LOCATED IN RETURN AIR PLENUMS SHALL BE SOLID-WALL ASTM D 2665 PVC DWV WITH SOCKET FITTINGS JOINTED WITH ASTM F 656 PRIMER AND ASTM D 2564 SOLVENT CEMENT. ALL SANITARY WASTE AND VENT PIPE LOCATED IN RETURN AIR PLENUMS SHALL BE CISPI 301 HUBLESS CAST-IRON SOIL PIPE WITH CISPI 310 HUBLESS-PIPING COUPLINGS INCLUDING STAINLESS STEEL CORRUGATED SHIELDS WITH STAINLESS-STEEL BANDS AND TIGHTENING DEVICES AND ASTM C 564 RUBBER SLEEVE WITH INTEGRAL CENTER PIPE STOPS.

13. ALL STORM DRAINAGE PIPE NOT LOCATED IN RETURN AIR PLENUMS SHALL BE SOLID-WALL ASTM D 2665 PVC DWV WITH SOCKET FITTINGS JOINTED WITH ASTM F 656 PRIMER AND ASTM D 2564 SOLVENT CEMENT. ALL STORM DRAINAGE PIPE LOCATED IN RETURN AIR PLENUMS SHALL BE CISPI 301 HUBLESS CAST-IRON SOIL PIPE WITH CISPI 310 HUBLESS-PIPING COUPLINGS INCLUDING STAINLESS STEEL CORRUGATED SHIELDS WITH STAINLESS-STEEL BANDS AND TIGHTENING DEVICES AND ASTM C 564 RUBBER SLEEVE WITH INTEGRAL CENTER PIPE STOPS.

14. ALL NATURAL GAS PIPE SHALL BE ASTM A 53, SCH. 40 BLACK STEEL, TYPE E OR S, GRADE B WITH ASME B16.3 MALLEABLE-IRON, CLASS 150, STANDARD PATTERN THREADED FITTINGS AND ASME B16.39, CLASS 150 MALLEABLE IRON UNIONS WITH BRASS-TO-IRON SEAT, GROUND JOINT, AND THREADED ENDS. PRIME AND PAINT ALL PIPE ABOVE GRADE WITH TWO COATS OF RUST INHIBITIVE SAFTELY YELLOW EPOXY PAINT. SUPPORT STEEL PIPE AT 8'-0" MINIMUM INTERVALS.

15. ROUTE ALL PIPING AS TO CAUSE MINIMAL INTERFERENCE FOR MAINTENANCE OF ALL EQUIPMENT. UNLESS OTHERWISE NOTED, ALL DOMESTIC WATER PIPING SHALL BE ROUTED WITHIN CEILING SPACE. PIPING BELOW SLAB SHALL BE WITHOUT JOINTS AND TEES. PIPING PASSING THRU WALLS EXTENDING TO BOTTOM OF STRUCTURE SHALL BE SLEEVED AND SEALED.

16. PROVIDE SHUTOFF VALVE TO EACH HOSE BIBB, WALL HYDRANT, AND SILLCOCK WITH VALVE IDENTIFICATION AS REQUIRED BY CODE.

17. BEFORE FINAL ACCEPTANCE OF THE WORK, TEST EACH SYSTEM AS IN SERVICE TO DEMONSTRATE COMPLIANCE WITH INTERNATIONAL PLUMBING CODE AND LOCAL CODE REQUIREMENTS. ONCE TEST ARE IN COMPLIANCE WITH CONTRACT REQUIREMENTS DISINFECT WATER SYSTEM IN ACCORDANCE WITH AWWA C651.

18. CLEARLY NOTE ANY DEVIATIONS FROM PLANS OR SPECIFICATIONS ON SHOP DRAWINGS AND/OR PRODUCT SUBMITTALS.

19. CONTRACTOR SHALL VERIFY ALL WASTE AND WATER SUPPLY PIPE SIZES, LOCATIONS, INVERTS, AND DIRECTIONS OF FLOW WITH THE CIVIL DRAWINGS, SITE UTILITIES CONTRACTOR, AND EXISTING CONDITIONS PRIOR TO BEGINNING ANY NEW WORK. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT.

20. PIPE HANGERS AND SUPPORTS SHALL BE MSS SP-58 AND MSS SP-69, TYPE 1 OR 6, OF THE ADJUSTABLE TYPE, EXCEPT AS INDICATED OTHERWISE. ATTACHMENTS TO STEEL W OR S BEAMS SHALL BE WITH TYPE 21, 28, 29, OR 30 CLAMPS. ATTACHMENTS TO STEEL ANGLES AND CHANNELS (WITH WEB VERTICAL) SHALL BE WITH TYPE 20 CLAMP WITH A BEAM CLAMP CHANNEL ADAPTER. ATTACHMENTS TO STEEL CHANNEL (WITH WEB HORIZONTAL) SHALL BE WITH DRILLED HOLE ON CENTERLINE AND DOUBLE NUT AND WASHER. ATTACHMENTS TO CONCRETE SHALL BE WITH TYPE 18 INSERT OR A DRILLED HOLE WITH EXPANSION ANCHOR. HANGER RODS AND ATTACHMENTS SHALL BE FULL SIZE OF THE HANGER-THREADED DIAMETER. PROVIDE TYPE 40 INSULATION PROTECTION SHIELDS FOR INSULATED PIPING. PROVIDE STEEL SUPPORT RODS. PROVIDE NONMETALLIC, HAIR FELT, OR PLASTIC PIPING ISOLATORS BETWEEN COPPER TUBING AND THE HANGERS.

21. LABEL ALL WATER SERVICE VALVES IN ACCORDANCE WITH APPLICABLE CODES.22. COORDINATE EXACT FLOOR DRAIN LOCATIONS ARCHITECTURAL DRAWINGS.

SLOPE ENTIRE ROOM TO DRAINS.23. ROUTE SANITARY PIPING AS HIGH AS POSSIBLE TO AVOID CONFLICT WITH

FOOTERS.24. PROVIDE CHROME PLATED WASTE AND WATER SUPPLY PIPING IN CABINETS AND

WHERE EXPOSED TO VIEW.

WATTS WATER HAMMER ARRESTOR SIZING TABLE

SIZE MODEL ORDER CODECROSS

FIXTURE UNITSREF. PDI

STANDARD

in. mm Threaded

1/2" 15 15M2-A 750140 1-11 A

3/4" 20 15M2-B 750141 12-32 B

1" 25 15M2-C 750142 33-60 C

1" 25 15M2-D 750143 61-113 D

1" 25 15M2-E 750144 114-154 E

1" 25 15M2-F 750145 155-330 F

C

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

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s t u

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l l

3655 B

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SID

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790

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.com

REVISION





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GENERALNOTES,

LEGENDS, &SYMBOLS

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C

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DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

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s t u

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3655 B

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REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

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PM

C:\R

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SCHEDULES

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PLUMBING FIXTURE SCHEDULE

EQUIP. NO. MANUFACTURER MODEL DESCRIPTION CW HW W V NOTES

EWC-1 ELKAY ERFP28K(ADA) BI-LEVEL, IN-WALL, NON-FILTERED ELECTRIC WATER COOLER W/BASINS (BARRIER FREE)8.0 GPH CAPACITY, 370 RATED WATTS, 5.0 F.L.A., 120-1-60.

1/2" - 1 1/2" 1 1/2" 1,2

LAV-1AMERICANSTANDARD

0491.019.020VITREOUS CHINA 19" DIAMETER SELF-RIMMING WITH OVERFLOW & GRID DRAIN, 4" CENTERS; PROVIDE CHROME-PLATED LOOSE-KEYANGLE STOPS; ESCUTCHEONS, CHROME-PLATED P-TRAP AND CHROME-PLATED BRASS SUPPLIES AND TRUBRO LAVGUARD2 SUPPLYAND WASTE COVERES. SOLID BRASS 4" CENTERSET 0.5 GPM FAUCET, DELTA 2529LF-LGHGMHDF, OR APPROVED EQUAL.

1/2" 1/2" 1 1/2" 1 1/2" 1,2

MS-1 FIAT MSB2424FLOOR-MOUNTED MOLDED STONE MOP BASIN. FAUCET- FIAT 830-AA. FURNISH WITH WALL- MOUNTED MOP HANGER AND BUMPERGAURD.

1/2" 1/2" 3" 2" 1,2

NFWH JAY R. SMITH 5509QTENCASED, NON-FREEZE, FLUSH WALL HYDRANT WITH INTEGRAL VACUUM BREAKER, NON-TURNING OPERATING ROD WITH FREEFLOATING COMRESSION CLOSURE VALVE, REPLACEABLE BRONZE SEAT AND SEAT WASHER; POLISHED BRONZE BOX AND HINGEDCOVER WITH OPERATING KEY AND "WATER" CAST ON COVER, AND ADJUSTABLE WALL CLAMP.

3/4" - - - 1,2

RH-1 WOODFORD SRH-MS NON-FREEZE ROOF HYDRANT W/ ASSE 1052 DOUBLE CHECK BACKFLOW PREVENTER. NO DRAIN REQUIRED 1" - - - 1,2

UR-1 KOHLER K-5244-ET

WALL- HUNG, VITREOUS CHINA, FLUSH VALVE URINAL (HANDICAP)FLUSH VALVE - SLOAN186-0.5 DFBESS OR, SENSOR OPERATED, HARD-WIREDLOW WATER CONSUMPTION (0.5 GALLON PER FLUSH)MOUNT TOP OF FRONT RIM AT 17" A.F.F. TO MEET A.D.A.PROVIDE SUITABLE FIXTURE CARRIER

3/4" - 1 1/2" 1 1/2" 1,2

WC-1AMERICANSTANDARD

3443.001

(STANDARD HEIGHT) VITREOUS CHINA, FLOOR-MOUNTED, TOP SPUD, FLUSH VALVE-TYPE TOILET; SENSOR-OPERATED SLOAN SOLIS111-1.28 FLUSH VALVE; CHRUCH 2155SSCT WHITE ANITMICROBIAL PLASTIC, OPEN-FRONT, ELONGATED TOILET SEAT WITHSELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL HARDWARE; SUPPLY ANGLE STOP WITH CAP, ADJUSTABLE TAILPIECE ANDONE-PIECE WALL ESCUCHEON.

1" - 3" 2" 1,2

WC-1AAMERICANSTANDARD

3443.001

(ADA) VITREOUS CHINA, FLOOR-MOUNTED, TOP SPUD, FLUSH VALVE-TYPE TOILET; SENSOR-OPERATED SLOAN SOLIS 111-1.28 FLUSHVALVE; CHRUCH 2155SSCT WHITE ANITMICROBIAL PLASTIC, OPEN-FRONT, ELONGATED TOILET SEAT WITH SELF-SUSTAINING CHECKHINGES AND STAINLESS STEEL HARDWARE; SUPPLY ANGLE STOP WITH CAP, ADJUSTABLE TAILPIECE AND ONE-PIECE WALLESCUCHEON.

1" - 3" 2" 1,2

WATER HEATER SCHEDULE

EQUIP. NO.

MANUFACTURER MODEL TYPE

TEMPERATURE (°F) ELECTRICAL

NOTESTYPE MARK MARK DISC. RISE

POWERSUPPLY(V-Φ-HZ)

INPUT POWER(kW)

MCA (A) MOCP (A)

EWH 1 RHEEM EGSP20 TANK 140 80 208-1-60 3 14.4 20 1,2,3

NOTES: 1. OR APPROVED EQUAL2. PROVIDE EXPANSION TANK ACCORDING TO MANUFATURER'S REQUIREMNETS3. COORDINATE ALL ELECTRICAL CONNECTIONS WITH ELECTRICAL DRAWINGS AND E.C.

NOTES: 1. OR APPROVED EQUAL2. ALL FIXTURE COLORS AND FINISHES TO BE SELECTED AND APPROVED BY ARCHITECT/INTERIOR DESIGNER.


PUMP SCHEDULE

EQUIP. NO.LOCATION MANUFACTURER MODEL TYPE OF PUMP SERVICE FLOW (GPM) HEAD (FT.) MOTOR (HP)

POWER SUPPLY(V-Φ-HZ)

NOTESTYPE MARK MARK

ESP 1 ELEV STANCOR SE-50A SUBMERSIBLE WASTEWATER 50 25 1/2 115-1-60 1,2

NOTES: 1. OR APPROVED EQUAL2. COORDINATE ALL POWER CONNECTIONS WITH ELECTRICAL CONTRACTOR AND DRAWINGS.

TENANT

G101

G101

TENANT

G102

G102

TENANT

G103

G103

TENANT

G104

G104

TENANT

G105

G105

STAIR 01

GST01

RISER

G100C

STAIR 02

GST02

2 1/2" CW2" CW

2" CW

2

1 1 11

2 1/2" CW UP TO FLOOR ABOVE

3

LOBBY

G100B

ELEV

G100A

2 1

/2"

CW

12 1

/2"

CW

2" CW

2 1/2" CW

2 1/2" CW

5

6

4

NFWH

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ALL R

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DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

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E: 770.8

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: 770.8

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790

dw

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nstu

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.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

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9 3

:22

:18

PM

C:\R

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MAIN LEVELFLOOR PLAN

-WATER & GAS

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SCALE: 3/16" = 1'-0"P1-01

1 MAIN LEVEL FLOOR PLAN - PLUMBING

KEYNOTES:#

1. 2" DOMESTIC COLD WATER SERVICE FOR FUTURE TENANT, CAPPED FOR FUTURE CONNECTION. PROVIDE SUB-METER, BACKFLOW PREVENTER, AND SHUT-OFF VALVE WITH ACCESS. REFER TO DETAIL 1/P-400.

2. 2 1/2" DOMESTIC COLD WATER SERVICE TO BUILDING. REFER TO DETAIL 1/P4-01 FOR WATER SERVICE ENTRANCE RISER DETAIL. SEE CIVIL DRAWINGS FOR CONTINUATION.

3. NATURAL GAS SERVICE FOR TENANT G201 BY UTILITY COMPANY. MAX. TOTAL CONNECTED LOAD = 322 CFH. PIPE DOWNSTREAM OF THE METER SIZED USING TABLE 402.4(2) OF THE 2012 IFGC, WHERE INLET PRESSURE IS LESS THAN 2 PSI, PRESSURE DROP IS 0.5 IN. W.C., AND EST. TOTAL DEVELOPED LENGTH IS 150 FT.


5. 1 1/4" NG @ < 2 PSI UP TO LEVEL ABOVE (322 CFH)

6. 1 1/4" NG @ < 2 PSI UP TO LEVEL ABOVE (267 CFH)


TENANT

G202

G202

TENANT

G206

G206

TENANT

G205

G205

TENANT

G201

G201

TENANT

G203

G203

TENANT

G204

G204

CORRIDOR

G210

ELEV

G200A

WOMEN'S

TOILETS

G212

MEN'S

TOILETS

G213JANITOR

G211

2 1

/2"

CW

2" CW2" CW

1

11

1

1

1

WC-1AWC-1A

WC-1

LAV-1

LAV-1

LAV-1

LAV-1

MS-1

EWC-1

2

2

34

3/4" NG (125 CFH)

3/4

" N

G (

180 C

FH

)1 1

/4"

NG

(322 C

FH

)

1 1

/4"

NG

(267 C

FH

)

5

6

WHA-C

EWH-1

2 1/2" CW FROM LEVEL BELOW

1 1/2" CW

2" CW

2 1/2" CW

3/4" HW3/4" CW

1"

CW

7

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tudio

s-

ALL R

IGH

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RE

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DRAWN BY CHECKED BY

JOB NUMBER:

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DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

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AY

, S

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PH

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E: 770.8

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: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:19

PM

C:\R

evitLo

ca

l20

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\192

09

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(Bu

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P1-02

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1825501

UPPER LEVELFLOOR PLAN -WATER & GAS

CU

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SCALE: 3/16" = 1'-0"P1-02

1 UPPER LEVEL FLOOR PLAN - PLUMBING

KEYNOTES:#

1. 2" DOMESTIC COLD WATER SERVICE, CAPPED FOR FUTURE TENANT CONNECTION. PROVIDE SUB-METER AND SHUT-OFF VALVE WITH ACCESS.

2. 1 1/4" NG VALVED AND CAPPED FOR FUTURE TENANT (142 CFH MAX)

3. 3/4" NG @ < 2 PSI UP TO RTU-201-1 (180 CFH)


5. 1 1/4" NG FROM LEVEL BELOW (322 CFH)

6. 1 1/4" NG FROM LEVEL BELOW (267 CFH)

7. 1" CW UP TO RH-1 ABOVE. REFER TO DETAIL 2/P4-01


TENANT

G104

G104

TENANT

G105

G105

STAIR 02

GST02

RISER

G100C

STAIR 01

GST01

TENANT

G102

G102

TENANT

G103

G103

4" S B/G4" S B/G 4" S B/G

1

2

22

2

4" V4" V3

3

3

4" V UP

TENANT

G101

G101

33

4" V

4" FCO

ELEV

G100A

LOBBY

G100B

2

4" FCO

4" FCO

2" ELEVATOR SUMP PUMP DOWN TO DISCHARGE 12" A/G

ESP-1

4"

S B

/G

4" S UP TO SERVE TENANTS ABOVE

4" S UP TO SERVE TENANTS ABOVE

GCO

4"

GW

1

4

5

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




2/2

0/2

020

10:2

6:0

7 A

MC

:\R

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l20

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2 M

EP

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um

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

18

_h

cog

sw

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rvt

P2-01

BHC KLG

1825501


DWV

CU

MM

ING

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EN

TE

R -

BU

ILD

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G

CA

NT

ON

HW

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CU

MM

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004

0



SCALE: 3/16" = 1'-0"P2-01

1 MAIN LEVEL FLOOR PLAN - DWV

KEYNOTES:#

1. 4" SANITARY, REFER TO CIVIL DRAWINGS FOR CONTINUATION AND INVERT ELEVATION. (MIN. 2.5' BFF)

2. 4" SANITARY STUB UP, CAPPED FOR FUTURE CONNECTION.

3. 4" VENT, CAPPED FOR FUTURE TENANT.

4. 4" GREASE WASTE STUB UP, CAPPED FOR FUTURE TENANT.

5. 4" GREASE WASTE OUT TO GREASE TRAP, REFER TO CIVIL DRAWINGS FOR CONTINUATION AND INVERT ELEVATION.


02/21/2020 REVISION 01 1

TENANT

G202

G202

1

4" FROM BELOW UP TO 4" VTR

WC-1AWC-1A

WC-1

LAV-1

LAV-1

LAV-1

LAV-1

MS-1

EWC-1

TENANT

G201

G201

TENANT

G203

G203

TENANT

G204

G204

TENANT

G206

G206

TENANT

G205

G205

STAIR 01

GST01

ELEV

G200A

CORRIDOR

G210

WOMEN'S

TOILETS

G212

MEN'S

TOILETS

G213

JANITOR

G211

1

1 1 1

1

4"

S

2

2

4" S

2

2

2

2

4" S DN

4" S DN

2" V

4"

V

4" S

3"

S

4" V 4" V

3" S

4" S4" S

4" S

4" V4" V4" V

4" S

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:22

PM

C:\R

evitLo

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EP

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um

min

g C

ity C

en

ter

(Bu

ildin

g G

) R

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_h

cog

sw

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rvt

P2-02

BHC KLG

1825501


DWV

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

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SCALE: 3/16" = 1'-0"P2-02

1 UPPER LEVEL FLOOR PLAN - DWV

KEYNOTES:#

1. 4" VENT, CAPPED FOR FUTURE TENANT CONNECTION.

2. 4" SANITARY, CAPPED BELOW FLOOR SLAB FOR FUTURE TENANT CONNECTION.


RTU-G201-1 RTU-G202-1

180 CFH 125 CFH

4" VTR

12

RH-1

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:23

PM

C:\R

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rvt

P3-00

BHC KLG

1825501

ROOF PLAN -PLUMBING

CU

MM

ING

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ON

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MM

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004

0



SCALE: 3/16" = 1'-0"P3-00

1 ROOF PLAN - PLUMBING

KEYNOTES:#

1. 3/4" NG FROM BELOW TO RTU-G201-1. PROVIDE SHUT-OFF VALVE AND PRESSURE REGULATOR AT UNIT CONNECTION. COORDINATE DELIVERY PRESSURE WITH EQUIP. MANUFACTURER. REFER TO DETAILS 11&12/P-400 FOR CONNECTION AND PIPE SUPPORT INFO.

2. 3/4" NG FROM BELOW TO RTU-G202-1. PROVIDE SHUT-OFF VALVE AND PRESSURE REGULATOR AT UNIT CONNECTION. COORDINATE DELIVERY PRESSURE WITH EQUIP. MANUFACTURER. REFER TO DETAILS 11&12/P-400 FOR CONNECTION AND PIPE SUPPORT INFO.


NOTE:EACH INDIVIDUAL WATER SERVICE SHALL BE EQUIPPEDWITH A PRESSURE REDUCING VALVE WITH PRESSURE GAUGE AND METER ASSEMBLY AS INDICATED; SEEPLANS FOR LOCATIONS.

PRESSURE REDUCING VALVEEQUAL TO WATTS SERIES U5B WITH PRESSURE GAUGE

BALL VALVEF

LO

W

WATER METER EQUAL TO BADGERC700 SERIES WITH RTR; RADIOTRANSMITTER BY METER READERSERVICER CONTRACTOR/OWNER

BALANCE OF PIPING SAMEAS CLEANOUT TO GRADE

1/8 BEND

1/8 BEND IF CLEANOUTOCCURS AT END OF LINE

16'' SQUARE CONCRETE PAD TROWELSMOOTH AND EDGE CONCRETE 4"DEEP WITH WWF REINFORCEMENTS

1/8 BENDWASTE LINE, LENGTH TO SUIT

WASTE LINE

CLEAN OUT WITH ACCESS COVER. TOP OF COVER FLUSH WITH TOP OF FLOOR

CLEANOUT TO GRADE

NOTE:CLEANOUT SHALL NOT BE LOCATED IN CARPETED AREA.

FLOOR LINE BRASS CO PLUG WITH COUNTER SUNK HEAD

FINISHED GRADE

FLOOR CLEANOUT

PLUGGED TEEWITH CLEANOUT

FLOOR LINE

1/8 BEND

BALANCE OF PIPING SAMEAS CLEANOUT TO GRADE

MAY EXTEND AS AWASTE / VENT STACK

CHROME WALL COVERAND SCREW

WALL

ROOF DECK

PACK w/ OAKUM OR EQUALMATERIAL TO PREVENTASPHALT DRAINAGE

ROOF DECK

VENT PIPE

ROOF MASTIC

COPPER OR LEAD SLEEVEWITH FLANGE

MIN

.

1 1

/2''

12''

4''

INSULATION WHEREREQUIRED

STEEL PIPE SLEEVE

WALL OR FLOOR SLAB

ROCK WOOL PIPE INSULATIONTHRU PENETRATION (WHERE

INSULATION IS REQUIRED)

FIRESTOP MATERIALAROUND PIPE

PIPE ORCONDUIT

SEALANT - 3M FIRE BARRIER OR EQUAL

FLOOR SLAB

SEALANT - 3M FIRE BARRIER OR EQUAL

PIPE OR CONDUIT

FIRESTOP MATERIAL AROUND PIPE

ROCK WOOL PIPE INSULATION THRU

PENETRATION (WHERE INSULATION IS REQUIRED)

STEEL PIPE SLEEVE

INSULATION WHERE REQUIRED

METAL ROOF DECK

RIGID ROOF INSUL.

ROOF MEMBRANE

ROOF DRAIN DOME STRAINER

UNDER-DECK CLAMP BY ROOF

DRAIN MANUFACTURER

COMBINED FLASHING CLAMP AND GRAVEL STOP

ROOF DRAIN DOME

STRAINER

PRIMARYROOF DRAIN

SECONDARYROOF DRAIN

W/ 2" WATER DAM

2" WATERDAM

OUTLET CONNECTION

UNDER-DECK CLAMP BY ROOF DRAIN MANUFACTURER

COMBINED FLASHING CLAMP AND GRAVEL STOP

1'-4"

6"

MOP BASIN

MOP SINK FAUCET 48" ABOVE FLOOR

DISCHARGE PRESS/TEMP AND DRAIN PANPIPING INDIRECTLY INTO MOP BASIN

PROVIDE ESCUTCHEONS AT ALL WALL PENETRATIONS

1" GALVANIZED ANGLE STEEL FRAME WITH16 GAUGE GALVANIZED BOTTOM. SIZE TOFIT DRAIN PAN

PROVIDE DIELECTRIC UNION AT HOT AND COLDWATER CONNECTIONS TO HEATER

1/2" GALVANIZED ALL THREADED ROD. CONNECT TO STRUCTURE ABOVE (4 REQUIRED)

VACUUM BREAKER

HOT WATER TO FIXTURES (WHERE APPLICABLE)

ELECTRIC WATER HEATER MOUNTEDAS HIGH AS POSSIBLE ABOVE SINK

COLD WATER SUPPLY

BALL VALVE, TYP

HEAT TRAP

PIPE P&T RELIEF VALVE DWV COPPERFULL SIZE TO SAFEPAN

A.S.M.E. RATED PRESSURE & TEMP. RELIEF VALVE

PROVIDE A 2'' HIGH PLASTIC SAFEPAN FOR ALL WATER HEATERS

EXPANSION TANK EQUAL TO AMTROL

3/4'' CD PLYWOOD BELOWWATER HEATER DRAIN PAN

MINIMUM MOUNTING HEIGHT OF PLATFORMTO BE 6'-4" ABOVE FLOOR

2"x2"x3/16" ANGLE IRON FRAME WITH A MINIMUMOF TWO (2) COATS OF RUST PROOF PRIMER

SECURE FRAME TO 2x4 BACKING WITH (4)2-1/2"x3/8" LAG SCREWS EACH LEG

PROVIDE 2x4 WOOD STUD BACKING IN WALL FOR SECURING WATER HEATER MOUNTING FRAME/BRACKET

WATER HEATER - MAX 20 GALLON CAP.SEE WATER HEATER PIPING DETAIL ANDFIXTURE SCHEDULE ON THIS SHEET

GAS-FIREDROOFTOPUNIT

ROOF CURB

REDUCERFITTING

PRESSUREREGULATINGVALVE

BALL VALVE

UNION

8'' DIRT LEGWITH CAP

ROOF ASSEMBLY

WALK SKID PAD SET IN ROOFING CEMENT,PADS SHALL BE 12"x24"x1/2"

ROOF SURFACE

PILLOW BLOCK SUPPORT AT EACH ELBOW AND SPACED AT 8'-0" ON

CENTER FOR STRAIGHT RUNS, SET IN ROOFING CEMENT ON PAD

1''x1/8'' STRAP, DO NOT TIGHTENSO AS TO RESTRICT PIPE MOTION

PAINT ALL PIPES WITH ONE COAT OFEPOXY PAINT COMPLY WITH O.S.H.A.COLOR CODING REQUIREMENTS

1/2'' # 10 CHROMATE SHEET, SHEET METAL SCREW EACH SIDE

PUMP OFF-3"

OIL MINDER POWER CABLE, PROBE CABLE, AND HIGH LIQUID ALARM CABLE (16' STANDARD LENGTH).

HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO PUMP DISCHARGE PIPING.

4'-6"

OIL MINDER CONTROL PANEL WITH A/V ALARM AND SILENCE BUTTON. LOCATE IN THE ELEVATOR MACHINE ROOM OR MECHANICAL SPACE. TO 120 VOLT

ELECTRICAL OUTLET

OIL MINDER PROBE

1

PUMP ON -ADJUSTABLE

4

CHECK VALVE (TYP)

SEE SANITARY FLOOR PLANS FOR CONTINUATION

UNION (TYP)

3

2

1

2

3

4

SUMP PUMP SHALL BE STANCOR MODEL SE50 WITH FLOAT AND OIL MINDER PROBE OR APPROVED EQUAL.

WATER SLEEVE.

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:24

PM

C:\R

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ter

(Bu

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g G

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18

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sw

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rvt

P4-00

BHC KLG

1825501

DETAILS

CU

MM

ING

CIT

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BU

ILD

ING

G

CA

NT

ON

HW

Y.

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MM

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SCALE: NTSP4-00

1 WATER SUBMETER ASSEMBLY DETAIL

SCALE: NTSP4-00

5 CLEANOUT DETAILSSCALE: NTSP4-00

6 WALL CLEANOUT DETAILSSCALE: NTSP4-00

8 VENT THRU ROOF DETAIL

SCALE: NTSP4-00

9 FIRE RATED WALL PENETRATION DIAGRAMSCALE: NTSP4-00

10 FIRE RATED FLOOR PENETRATION DIAGRAM

SCALE: NTSP4-00

7 ROOF DRAIN AND OVERFLOW DRAIN DETAIL

SCALE: NTSP4-00

2 WATER HEATER DIAGRAMSCALE: NTSP4-00

3 WATER HEATER MOUNTING DETAIL - STUD WALL

SCALE: NTSP4-00

12 GAS PIPING CONNECTION DETAILSCALE: NTSP4-00

11 GAS PIPING SUPPORT DETAIL

SCALE: NTSP4-00

4 ELEVATOR SUMP PUMP DETAIL


BALL VALVE

STEEL SLEEVE

EXPANSION JOINT MATERIAL

PRESSURE GAUGE WITH STOP

CW TO BUILDING

BALL VALVE

PROVIDE WITH FREEZELESS WALL HYDRANT TO ALLOW THE SYSTEM TO BE DRAINED.

STEEL SLEEVE WITH PIPE SUPPORT. COORDINATE EXACT LOCATION WITH STRUCTURAL DRAWINGS.

FINISH GRADE

STRUCTURAL WALL AND FOOTING. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ELEVATION

FINISH FLOOR

TO WATER METER VAULT. REFER TO PLUM/CIVIL DRAWINGS FOR ELEVATION

2'-6"

MIN

12" MIN

6"

MIN

ASSE 1003 PRV EQUAL TO ZURN WILKINS MODEL 500XL

3/4" HOSECONNECTION

ROOF DECK (REFERENCE ONLY)

3/4" FEMALE I.P.S.

CLAMPING COLLAR

WATERPROOFING

INSULATIONWATERTIGHT SEAL

NO DRAIN REQUIRED

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:25

PM

C:\R

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(Bu

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sw

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rvt

P4-01

BHC KLG

1825501

DETAILS

CU

MM

ING

CIT

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EN

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ILD

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G

CA

NT

ON

HW

Y.

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MM

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SCALE: NTSP4-01

1 WATER SERVICE ENTRANCE RISER DETAIL W/PRVSCALE: NTSP4-01

2 ROOF HYDRANT DETAIL


2 1/2" CW

2 1

/2"

CW

2 1/2" CW

2" CW

2 1/2" CW

2 1/2" CW

2" CW

2" CW

2" CW

2" CW

2" CW

2" CW2 1/2" C

W

LAV-1

LAV-1

MS-1LAV-1

LAV-1

WC-1

UR-1

WHA-C

WC-1A

WC-1A

EWC-12 1/2" CW

2" CW

1 1/2" CW

3/4

" C

W

3/4

" H

W

RH-1

1" CW

NFWHESP-1

4" S B/G

4" S B/G

4" S B

/G

4"

S

4" S

4" V

4" V

4" S B/G

4" S B/G

4" S B

/G

4" S

4" S

4"

S

4" S

4" S

4" V

4" V

4" V

4"

S

4" S

WC-1A

WC-1A

UR-1

WC-1

LAV-1

MS-1

LAV-1

LAV-1

4" VTR

RTU-G201-1

RTU-G202-1

1 1/4" NG (3

22 CFH)

1 1/4" NG (322 CFH)

1 1/4" NG (2

67 CFH)

3/4" NG (125 CFH)

1 1

/4"

NG

(322 C

FH

)

1 1

/4"

NG

(267 C

FH

)

C

dw

ell

desig

n s

tudio

s-

ALL R

IGH

TS

RE

SE

RV

ED

DRAWN BY CHECKED BY

JOB NUMBER:

SHEET NAME:




DISCLAIMER:

SEAL:

ISSUE

d e

s i g

n

s t u

d i o

d

w e

l l

3655 B

RO

OK

SID

E P

AR

KW

AY

, S

UIT

E 1

50 . A

LP

HA

RE

TT

A, G

A . 3

0022

PH

ON

E: 770.8

64.1

035 F

AX

: 770.8

64.1

790

dw

elld

esig

nstu

dio

.com

REVISION





Ph: (678) 213-1616 Fax: (678) 213-1617




12

/20/2

01

9 3

:22

:27

PM

C:\R

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(Bu

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18

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sw

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rvt

P6-00

BHC KLG

1825501

RISERDIAGRAMS

CU

MM

ING

CIT

Y C

EN

TE

R -

BU

ILD

ING

G

CA

NT

ON

HW

Y.

CU

MM

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KEYNOTES:#

SCALE: NTSP6-00

1 ISOMETRIC - WATER

SCALE: NTSP6-00

2 ISOMETRIC - DWV

SCALE: NTSP6-00

4 ISOMETRIC - NATURAL GAS

1. 2" DOMESTIC COLD WATER SERVICE FOR FUTURE TENANT, CAPPED FOR FUTURE CONNECTION. PROVIDE SUB-METER, BACKFLOW PREVENTER, AND SHUT-OFF VALVE WITH ACCESS. REFER TO DETAIL 1/P-400

2. 2 1/2" DOMESTIC COLD WATER SERVICE TO BUILDING. REFER TO DETAIL 1/P4-01 FOR WATER SERVICE ENTRANCE RISER DETAIL. SEE CIVIL DRAWINGS FOR CONTINUATION.



5. 1 1/4" NG VALVED AND CAPPED FOR FUTURE TENANT (142 CFH MAX)



8. 1" CW UP TO RH-1 ABOVE. REFER TO DETAIL 2/P4-01

9. 4" S CAPPED FOR FUTURE TENANT

10. 4" V CAPPED FOR FUTURE TENANT

1

1

1

1

1

1

1

1

1

1

1

2

3

4

5

5

6

7

8

9

9

9

9

9

9

9

9

9

9

9

10

10

10

10

10

10

10

10

10

10

10


10"±

BRANCH LINE

1" NIPPLE

REDUCER

(12"

MA

X.)

BOTTOM OF ROOF OR FLOOR DECK

UPRIGHT SPRINKLER HEAD

D

C

A

12"

A >= 3xC OR 3xD, WHICHEVER IS GREATER UP TO A MAXIMUM OF 24"

BOTTOM OF ROOFOR FLOOR DECK

BRANCH LINE

1" NIPPLE

REDUCER

UPRIGHT SPRINKLERHEAD

OPEN WEB JOISTOR TRUSS

1" NIPPLE

SPRINKLER HEAD

REDUCER

BASE BASKET

CEILING

BRANCH LINE

FIRE PROTECTION CRITERIA

2012 INTERNATIONAL FIRE CODE W/ GEORGIA AMENDMENTS

(13) BACKFLOW PREVENTION DETAILS:

(15) COMPONENT SPECIFICATIONS:

(12) VALVING AND ALARM REQUIREMENTS:

(10) MICROBIALLY INFLUENCED CORROSION (MIC) RISK EVALUATION:

(11) FLOW TEST INFORMATION:

(8) DESIGN APPROACH:

(7) GOVERNING STANDARDS:

(6) POINT OF SERVICE:

(1) OVERALL DESCRIPTION

(2) ACCEPTANCE TESTING

(3) OCCUPANCY CLASSIFICATION

(4) PREPARATION OF DOCUMENTS

(5) STRUCTURAL SUPPORT

THE FIRE SPRINKLER ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA 13(2013).

THE SPRINKLER SYSTEM FOR THE BUILDING WILL BE A WET PIPE SYSTEM,DESIGNED PER NFPA 13 . THE SYSTEM WILL INCLUDE USING STEEL, SCHEDULE 40 PIPING IN THE SPACE TO UPRIGHT HEADS LOCATED IN THE BUILDING. ANY EXPOSED PIPING WILL BE STEEL, SCHEDULE 40. SPRINKLERS WILL BE 'QUICK RESPONSE' TYPE.

STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN COORDINATED WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF FIRE PROTECTION PIPING THROUGH THE FLOORS OR ROOF STRUCTURE. CORE DRILLING WILL BE ALLOWED FOR CMU WALL PENETRATIONS FOR FIRE PROTECTION PIPING AS MAY BE REQUIRED. ALL PENETRATIONS WILL BE PROPERLY FIRE-CAULKED, AS REQUIRED.

SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2013 EDITION OF NFPA 13, 2014 EDITION OF NFPA 25, 2012 INTERNATIONAL BUILDING CODE W/ GEORGIA AMENDMENTS, 2012 NFPA 101 LIFE SAFETY CODE, AND THE 2012 INTERNATIONAL FIRE CODE W/ GEORGIA AMENDMENTS.

INSTALL FLOW SWITCH IN FIRE RISER AND PUT TAMPER SWITCH ON CONTROLVALVE IN RISER WITH LOCAL AUDIBLE ALARM AND CENTRAL STATION MONITORING - ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE SHALL BE CHAINED AND LOCKED OPEN.

ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHERCOMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION SHALL BE INSTALLED BY A STATE CERTIFIED CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE BUILDING UP TO ONE FOOT ABOVE FINISHED FLOOR INSIDE THE BUILDING.

THE NEW CONSTRUCTION IS A TWO-STORY BUILDING WITH A NEW WET SPRINKLER SYSTEM, DESIGNED PER NFPA 13(2013) . APPROXIMATELY 9800 SQFT. SEE ARCH AND CIVIL DRAWING FOR EXACT SQUARE FOOTAGE. THE 6 INCHES FIRE LINE SHALL RUN UNDERGROUND FROM CIVIL CONNECTION TO THE FIRE RISER INSIDE THE RISER ROOM ROOM. THE BUILDING IS LOCATED IN CUMMING, GA.

IN GENERAL, THE BUILDING SHALL HAVE AN ORDINARY GROUP 2 HAZARD CLASSIFICATION.

POINT OF SERVICE IS A 6" FIRE MAIN. BACKFLOW PREVENTER, WATER METER, ETC ARE INSTALLED IN SERVICE VAULT. SEE CIVIL DRAWINGS. FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED WITHIN 100 FEET OF FIRE HYDRANT. SEE CIVIL DRAWING FOR LOCATION.

THE SYSTEM SHALL BE A HYDRAULICALLY CALCULATED FULLY AUTOMATIC, WET SYSTEM INSTALLED THROUGHOUT THE ENTIRE BUILDING

LIGHT HAZARD OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.10 GPM/SF OVER THE MOST DEMANDING 900 SQUARE FEET USING 155ºF (K=5.6) 'QUICK-RESPONSE' HEADS (COVERAGE AREA REDUCTION BASED ON 10 FEET CEILING HEIGHTS PER NFPA 13, FIGURE 11.2.3.2.3.1) WITH A MAXIMUM COVERAGE AREA OF 225 SF PER HEAD AND MAXIMUM HEAD SPACING OF 15 FEET.

ORDINARY HAZARD (GROUP 1) OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.15 GPM/SF OVER THE MOST DEMANDING 1500 SQUARE FEET USING 155ºF (K=5.6) 'QUICK-RESPONSE' HEADS WITH A MAXIMUM COVERAGE AREA OF 130 SF PER HEAD AND MAXIMUM HEAD SPACING OF 15 FEET.

ORDINARY HAZARD (GROUP 2) OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.20 GPM/SF OVER THE MOST DEMANDING 1500 SQUARE FEET USING 155ºF (K=5.6) 'QUICK-RESPONSE' HEADS WITH A MAXIMUM COVERAGE AREA OF 130 SF PER HEAD AND MAXIMUM HEAD SPACING OF 15 FEET.

THE SPRINKLER SYSTEM SHALL BE DESIGNED WITH A MINIMUM OF 10 PSI SAFETY FACTOR.

FIRE DEPARTMENT CONNECTION AND PIV SHALL BE PROVIDED. SEE CIVIL AND ARCH DRAWING FOR EXACT LOCATION.

THE FIRE SPRINKLER CONTRACTOR SHALL ARRANGE FOR A TEST OF THE WATER SUPPLY AS REQUIRED AT THIS LOCATION TO DETERMINE RIS OF MIC IN THE WATER SUPPLIES. CONTRACTOR SHALL SELECT PROPER MATERIAL TO AVOID MIC.

FLOW TEST SHALL BE PERFORMED PER NFPA.

DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER REQUIREMENTS SHALL BE INSTALLED. SEE CIVIL DRAWING. MAXIMUM PRESSURE DROP ACROSS BACKFLW PREVENTER TO BE 10 PSI.

TENANT SPACES SHALL HAVE AN ORDINARY GROUP 2 HAZARD CLASSIFICATION . COMMON SPACES SUCH AS TOILET ROOMS SHALL HAVE LIGHT HAZARD CLASSIFICATION. MECHANICAL, ELECTRICAL, STORAGE SPACES SHALL HAVE ORDINARY HAZARD GROUP 1 CLASSIFICATION.

(16) FIRE PUMP:

FIRE PUMP IS NOT EXPECT. FIRE SPRINKLER CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR FINAL DECISION ON FIRE PUMP.

FIRE SUPPRESSION SYSTEM

PART 1 - GENERAL

1. WORK INCLUDEDA. PROVIDE DESIGN AND INSTALLATION FOR NEW AUTOMATIC, WET-PIPE FIRE SPRINKLER AND WET STANDPIPE SYSTEM FOR THE AREA OF THE BUILDING INDICATED ON THEARCHITECTURAL PLANS TO BE INCLUDED IN THIS CONTRACT SCOPE AND AS INDICATED AND SPECIFIED HEREIN. SYSTEM SHALL HYDRAULICALLY-DESIGNED AND INSTALLED PER NFPA 13. CONTRACTOR SHALL FURNISH ALL NECESSARY EQUIPMENT INCLUDING PIPES, FITTINGS, VALVES, DESIGN, HYDRAULIC CALCULATIONS, TESTING, ALL MATERIAL AND LABOR FOR A COMPLETE FIRE SUPPRESSION SYSTEM.

2. QUALITY ASSURANCEA. CONFORM TO THE INTERNATIONAL FIRE CODE 2012 EDITION W/GEORGIA

AMENDMENTS.B. MATERIALS, DESIGN AND INSTALLATION SHALL CONFORM TO FEDERAL, STATE AND

LOCAL CODE REQUIREMENT, INCLUDING LOCAL AUTHORITY HAVING JURISDICTION, NFPA AND OWNER’S INSURANCE UNDERWRITER’S GUIDELINES (IF APPLICABLE). COMPLY WITH APPLICABLE BUILDING CODES.

3. DESIGNA. SPRINKLER SYSTEM SHALL BE DESIGNED AS PER NFPA-13 (2013 EDITION) AND SHALL

MEET THE REQUIREMENTS OF THE OWNER’S INSURANCE COMPANY’S AND THE LOCAL FIRE MARSHAL’S REQUIREMENTS.

4. SUBMITTALSA. SUBCONTRACTOR SHALL PROVIDE SIX (6) SIGNED AND SEALED COPIES OF DESIGN

CALCULATIONS, DRAWINGS AND ALL SUBMITTAL DATA. SHOP DRAWINGS SHALL BE PER REQUIREMENTS OF NFPA 13 AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER’S INSURANCE COMPANY AND SHALL BEAR THE STAMP OF APPROVAL FROM THE INSURANCE COMPANY. AFTER THE OWNER’S INSURANCE COMPANY’S APPROVAL, THE CONTRACTOR SHALL SUBMIT THE DRAWINGS TO THE LOCAL FIRE MARSHAL’S OFFICE. AFTER THE LOCAL FIRE MARSHAL’S OFFICE APPROVAL, THE CONTRACTOR SHALL SUBMIT SIX (6) COPIES OF THE DRAWINGS, CALCULATIONS AND ALL SUBMITTAL DATA TO THE ARCHITECT/ENGINEER FOR THE APPROVAL. NO WORK SHALL COMMENCE BEFORE THE SHOP DRAWINGS HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER. CONTRACTOR SHALL MAKE A FIELD VISIT TO THE JOBSITE BEFORE THIS PROJECT. NO ALLOWANCES WILL BE MADE AVAILABLE FOR VISIBLE CONDITIONS.

B. PROVIDE THREE (3) COPIES OF “CONTRACTOR’S MATERIAL AND TEST CERTIFICATE”FOR ABOVE GROUND PIPING AS DESCRIBED IN NFPA 13. TWO COPIES SHALL BE INCLUDED IN THE OWNER’S OPERATION AND MAINTENANCE MANUALS AS DESCRIBED BELOW AND ONE SHALL BE SENT TO THE ENGINEER AS A RECORD OF COMPLETION.

C. PROVIDE TWO (2) OPERATION AND MAINTENANCE MANUALS TO THE OWNER. INCLUDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE SPECIFIC MAKE AND MODEL OF ALL VALVES, WATERFLOW AND TAMPER SWITCHES, AND OTHER TRIM FURNISHED. SERIAL NUMBERS AND ORDERING INFORMATION SHALL BE PROVIDED. PROVIDE MANUALS IN A NEAT AND ORDERLY 3-RING BINDER COMPLETE WITH SECTIONAL TABS DIVIDING UP THE INFORMATION. INCLUDE ONE COMPLETE SET OF APPROVED HYDRAULIC CALCULATIONS AND TWO (2) NEW COPIES OF NFPA 25.

5. TRAININGA. PROVIDE UP TO 4 HOURS OF TRAINING FOR OWNER. FAMILIARIZE OWNER WITH

BASIC FUNCTION OF SYSTEM, LOCATION OF RISER, MAINTENANCE REQUIREMENTS (NFPA 25), EMERGENCY CONTACTS, SHUTOFF VALVE LOCATION, ETC.

6. ACCEPTANCE TESTINGA. CONTRACTOR SHALL PERFORM ACCEPTANCE TESTING OF ABOVEGROUND SYSTEM,

AS DETAILED IN NFPA 13.

PART 2 - PRODUCTS

1. PIPINGA. GENERAL: ASTM A53; ANSI/ASTM A135; ANSI/ASME B36.10: BLACK.B. ABOVE GRADE:

1. 2” DIAMETER AND SMALLER: THREADED BLACK STEEL, SCHEDULE 40, MEETING ASTM A53.

2. 2 1/2” DIAMETER AND LARGER: MECHANICALLY-GROOVED BLACK STEEL, SCHEDULE 10 MINIMUM, MEETING ASTM A53.

2. PIPE FITTINGSA. STEEL PIPE: ANSI/ASME B19.9, WROUGHT STEEL, BUTT-WELDED. ANSI/ASME B16.25,

BUTT-WELDED ENDS. ASTM A234, WROUGHT CARBON STEEL AND ALLOY STEEL. ANSI/ASME B16.5, STEEL FLANGES AND FITTINGS. ANSI/ASME B16.11, FORGED STEEL SOCKET WELDED AND THREADED OR AS APPROVED BY NFPA-13 (1994).

B. CAST IRON: ANSI/ASME B16.1, FLANGES AND FITTINGS. B16.4, SCREWED FITTINGS.C. MALLEABLE IRON FITTINGS: ANSI/ASME B16.3, SCREWED TYPE. ANSI/ASTM A47.D. PRESSURE RATINGS NOT INDICATED SHALL BE AS REQUIRED BY THE DESIGN

SYSTEM PRESSURE.

3. UNIONS, FLANGES AND COUPLINGSA. UNIONS: 150 PSI MALLEABLE IRON FOR THREADED FERROUS PIPING OR AS

REQUIRED BY THE DESIGN SYSTEM PRESSURE.B. FLANGES: FORGED CARBON STEEL 150-LB, OR AS REQUIRED BY THE DESIGN

SYSTEM PRESSURE, WELDING NECK TYPE CONFORMING TO ASTM A181, GRADE 1. FLANGES SHALL HAVE RAISED FACE AND GASKETS CONFORMING TO ANSI B16.5.

C. MECHANICAL GROOVED COUPLINGS: MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, DESIGNED TO PERMIT SOME ANGULAR DEFLECTION, CONTRACTION AND EXPANSION, “C”-SHAPED COMPOSITION SCALING GASKET, STEEL BOLTS, NUTS AND WASHERS; GALVANIZED COUPLINGS FOR GALVANIZED PIPE AND AS REQUIRED BY SYSTEM PRESSURE.

4. FIRE PROTECTION EQUIPMENTA. SPRINKLER HEADS

1. PROVIDE 155º F, PENDANT-TYPE, UPRIGHT, QUICK-RESPONSE HEADS IN AREASWITHOUT CEILING.

2. PROVIDE 155º F, PENDANT-TYPE, SEMI-RECESSED, QUICK-RESPONSE HEADS IN AREAS WITH CEILING.

PART 3 - EXECUTION

1. INSTALLATIONA. EMPLOY CERTIFIED WELDERS IN ACCORDANCE WITH FEDERAL, STATE, LOCAL

AGENCIES AND NFPA-13 REQUIREMENTS.B. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 2 INCH DIAMETER.C. USE MECHANICAL GROOVED JOINTS ON PIPING 2-½ INCHES AND LARGER IN

DIAMETER.D. INSTALL PIPING IN ACCORDANCE WITH NFPA-13.E. SEAL PIPING AND SLEEVE PENETRATION TO ACHIEVE FIRE RESISTANCE

EQUIVALENT TO FIRE SEPARATION REQUIRED.F. COORDINATE WITH OTHER TRADES TO AVOID CONFLICT.G. PROVIDE ALL INSTALLATION AND WIRING FOR SYSTEMS LESS THAN 120 VOLTS.

1"

TO

6"

22"

MA

X

BRANCH LINE

REDUCER

1" NIPPLE

UPRIGHT SPRINKLER HEAD

BOTTOM OF ROOFOR FLOOR DECK

SOLID BEAM OR JOIST

BOTTOM FLOOR

SPRINKLER HEAD, TYP

ELEVATOR PIT

HOISTWAY

SHUT-OFF VALVESWITH TAMPER SWITCHES

CAR

TOP FLOOR

SHUT-OFF VALVE WITH TAMPER SWITCH

NOTES:1. INSTALL SPRINKLER

SYSTEM FOR ELEVATOR PER NFPA 13.

2. SPRINKLER SYSTEM FOR TRACTION ELEVATOR CAN BE OMIT PER NFPA 13.

BALL DRIP

SYSTEM

FLOOR SLAB

RISER TO FIRE ALARM

CHECK VALVE

CHECK VALVE

EXTERIOR WALLTO SPRINKLER SYSTEM

MAIN DRAIN VALVE

WATER PRESSURE GAUGE

TEE CONNECTION

WATER FLOW INDICATOR

TO FIRE ALARM SYSTEM

TAMPER SWITCH

RISER FROM MAIN WATER SUPPLY

POST INDICATOR VALVE

MAIN DRAIN FLOW TEST LINE

FIRE DEPARTMENT CONNECTION. SEE DRAWING FOR LOCATION

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SCALE: NTSF0-01

1 UPRIGHT SPRINKLER HEAD DETAILSCALE: NTSF0-01

2 TRUSS OBSTRUCTED UPRIGHT SPRINKLER HEAD DETAIL

SCALE: NTSF0-01

3 PENDENT SPRINKLER HEAD DETAILSCALE: NTSF0-01

4 BEAM OBSTRUCTED UPRIGHT SPRINKLER HEAD DETAIL

SCALE: NTSF0-01

6 ELEVATOR SHAFT SPRINKLERSSCALE: NTSF0-01

5 FP-SYSTEM RISER DIAGRAM DETAIL


1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

TENANT

G103

G103

RISER

G100C

ELEV

G100A

STAIR 01

GST01

STAIR 02

GST02

TENANT

G102

G102

TENANT

G101

G101

TENANT

G104

G104

TENANT

G105

G105

LOBBY

G100B

1

2

3

4 4 4 4 4

6

5

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

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SCALE: 3/16" = 1'-0"F1-01

1 MAIN LEVEL FLOOR PLAN - FIRE PROTECTION

1. 6" FIRE MAIN. SEE CIVIL FOR CONT. 2. INSTALL WALL MOUNTED FIRE DEPARTMENT CONNECTION AND PIV AT THIS VINCINITY.

COORDINATE W/ARCH AND CIVIL FOR EXACT LOCATION. 3. SPRINKLER RISER UP TO SERVE FLOOR ABOVE. 4. SPRINKLER SYSTEM SERVING FUTURE TENANT SPACE AND

OTHER AREAS SO NOTED SHALL BE DESIGNED FOR ORDINARY HAZARD, GROUP 2 OCCUPANCY.

5. SPRINKLER PIPING SERVING THIS FLOOR. 6. SPRINKLER SYSTEM SERVING LOBBY SHALL BE DESIGNED FOR LIGHT HAZARD OCCUPANCY. 7. LIGHT HAZARD OCCUPANCY.

KEYED NOTES#


1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

TENANT

G202

G202

JANITOR

G211

MEN'S

TOILETS

G213

STAIR 01

GST01

ELEV

G200A

WOMEN'S

TOILETS

G212

TENANT

G205

G205

TENANT

G206

G206

TENANT

G204

G204TENANT

G203

G203

TENANT

G201

G201

CORRIDOR

G210

1111

1 1

22

3

1 2 3 4 5 6

D

C.9

C

B

A.1

A

A.2

1.4 5.6

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UPPER FLOORPLAN - FIRE

PROTECTION

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SCALE: 3/16" = 1'-0"F1-02

1 UPPER LEVEL FLOOR PLAN - FIRE PROTECTION

1. SPRINKLER SYSTEM SERVING FUTURE TENANT SPACE AND OTHER AREAS SO NOTED SHALL BE DESIGNED FOR ORDINARY HAZARD, GROUP 2 OCCUPANCY.

2. SPRINKLER SYSTEM SERVING RESTROOMS, CORRIDORS, ETC SHALL BE DESIGNED FOR LIGHT HAZARD OCCUPANCY.3. SPRINKLER PIPING SERVING THIS FLOOR.

KEYED NOTES#


TEAM MEMBERS PROJECT INFORMATION VICINITY MAP / KEY ...

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