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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
SHEET INDEX
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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
Y P
ER
MIT
AN
D B
ID S
ET
RE
VIS
ION
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
Sheet Number Sheet Name CIT
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MIT
AN
D B
ID S
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1GENERAL
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
A5-11 WALL SECTIONS X
A5-12 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
REFERENCE NUMBER
SHEET NUMBER
SHEET NUMBER
A6-03
3SIM.
A6-03
3
REFERENCE NUMBER
SIMILAR DETAIL
SHEET NUMBER
SIM.
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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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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.
DISCLAIMER:
SEAL:
ISSUE
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
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GENERALNOTES
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12/20/2019 CITY PERMIT AND BID SET X
02/21/2020 REVISION 1 X
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-06 TBD SW 7069 - IRON ORE 8" FLAT TRIM
CMT-07 TBD SW 7069 - IRON ORE 4" 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-12 TBD SW 7674 - PEPPERCORN 8" FLAT TRIM
CMT-13 TBD SW 6258 - TRICORN BLACK 6" FLAT TRIM
CMT-14 TBD SW 6258 - TRICORN BLACK 4" 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-23 TBD SW 7730 - FORRESTWOOD 8" FLAT TRIM
CMT-24 TBD SW 7730 - FORRESTWOOD 4" FLAT TRIM
CMT-25 TBD SW 7023 - REQUISITE GRAY MODULAR PANEL SYSTEM
CMT-26 TBD SW 7023 - REQUISITE GRAY 12" FLAT TRIM
CMT-27 TBD SW 7023 - REQUISITE GRAY 8" FLAT TRIM
CMT-28 TBD SW 7023 - REQUISITE GRAY 4" 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-32 TBD SW 7674 - PEPPERCORN 4" FLAT 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-42 TBD SW 7615 - SEA SERPENT 8" FLAT TRIM
CMT-43 TBD SW 7615 - SEA SERPENT 4" FLAT TRIM
CMT-44 TBD SW 7020 - BLACK FOX 12" FLAT TRIM
CMT-45 TBD SW 7020 - BLACK FOX 8" FLAT TRIM
CORNICE
CMT-46 TBD SW 7020 - BLACK FOX 4" FLAT TRIM
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
DATE DESCRIPTION REV
02/21/2020 Revision 1 1
1
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TRASH ENCLOSURE; REFER TO BUILDLING K
GREASE TRAP
ELEC. METERS
BLDG GFFE: 1164'
GAS METERS
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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
n
s t u
d i o
d w
e l l
1280 H
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TO
WE
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
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ARCHITECTURALSITE PLAN
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1" = 60'-0"1
ARCHITECTURAL SITE PLAN
N
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NOTE: REFER TO CIVIL PACKAGE FOR MASTER SITE PLAN
DATE DESCRIPTION REV
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:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
57 OCC
MERCANTILE
M1695 SQ FT
30 SQ FT / OCCMERCANTILE
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
66 OCC
MERCANTILE
M1969 SQ FT
30 SQ FT / OCCMERCANTILE
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
51 OCC
MERCANTILE
M1512 SQ FT
30 SQ FT / OCCMERCANTILE
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
58 OCC
MERCANTILE
M1723 SQ FT
30 SQ FT / OCCMERCANTILE
EGRESS
EGRESS
EGRESSEGRESS
EGRESS
82' - 8
" DIA
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2"
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82' - 1
1" E
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42' -
8"
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2"
TR
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40' -
2"
TR
AV
EL D
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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
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80
' - 7" E
XIT
SE
PA
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85' - 1
1" D
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78' -
11"
DIA
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L D
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76
' - 5" E
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PA
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84' -
3"
DIA
GO
NA
L D
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80' -
7"
EX
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EP
AR
AT
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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
TOTAL OCCUPANT LOAD = 66REQ'D TOTAL DOOR WIDTH = .2(66) = 13.2"DOOR A = 72"DOOR B = 36"REQ'D STAIR WIDTH = N/A
TOTAL OCCUPANT LOAD = 51REQ'D TOTAL DOOR WIDTH = .2(51) = 10.2"DOOR A = 72"DOOR B = 36"REQ'D STAIR WIDTH = N/A
TOTAL OCCUPANT LOAD = 58REQ'D TOTAL DOOR WIDTH = .2(58) = 11.6"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:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
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:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
11 OCC
BUSINESS
B1007 SQ FT
100 SQ FT / OCCBUSINESS
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
16 OCC
BUSINESS
B1532 SQ FT
100 SQ FT / OCCBUSINESS
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
20 OCC
BUSINESS
B1903 SQ FT
100 SQ FT / OCCBUSINESS
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
11 OCC
BUSINESS
B1047 SQ FT
100 SQ FT / OCCBUSINESS
AREA:
OCCUPANT LOAD
OCCUPANCY TYPE:
AREA:
PER TABLE 7.3.1.2, 2012 NFPA 101 LSC
TOTAL # OF OCCUPANTS:
9 OCC
BUSINESS
B830 SQ FT
100 SQ FT / OCCBUSINESS
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
C
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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.
DISCLAIMER:
SEAL:
ISSUE
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
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LIFE SAFETYPLAN
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
DETAIL REFERENCE:• ANSI A117.1 - FIGURE 404.2.3.1• 2010 ADA - FIGURE 404.2.4.1
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
DETAIL REFERENCE:• ANSI A117.1 - FIGURE 404.2.3.1• 2010 ADA - FIGURE 404.2.4.1
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"
DETAIL REFERENCE:• ANSI A117.1 - FIGURE 404.2.3.4• 2010 ADA - FIGURE 404.2.4.3
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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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.
DISCLAIMER:
SEAL:
ISSUE
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s t u
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E: 770.8
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035 F
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: 770.8
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790
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:10
:04
PM
C:\U
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GEORGIAACCESSIBILITY
GUIDELINES
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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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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.
DISCLAIMER:
SEAL:
ISSUE
d e
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l l
1280 H
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64.1
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64.1
790
dw
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.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
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ADAACCESSIBILITY
GUIDELINES
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
WEATHER RESISTANT BARRIER
METAL STUD FRAMING-REFER TO STRUCTURAL FOR SIZING AND SPACING
TENANT PROVIDED INTERIOR FINISH-ALL FINISHES TO BE NONCOMBUSTIBLE TYPE
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
WEATHER RESISTANT BARRIER
CMU-REFER TO STRUCTURAL FOR SIZING, MORTAR FILL AND REINFORCEMENT
R-7.6 (MINIMUM) CONTINUOUS RIGID INSULATION
CEMENTITIOUS PANEL / WOOD CLADDING
WEATHER RESISTANT BARRIER
CMU-REFER TO STRUCTURAL FOR SIZING, MORTAR FILL AND REINFORCEMENT
TENANT PROVIDED INTERIOR FINISH-ALL FINISHES TO BE NONCOMBUSTIBLE TYPE
SEE ELEVATIONS FOR REVEAL AND ACCENTS
0' - 7" (TYP)
TENANT PROVIDED INTERIOR FINISH-ALL FINISHES TO BE NONCOMBUSTIBLE TYPE
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
1 LAYER 5/8" GYPSUM BOARD
METAL STUD FRAMING
BASE AS SCHEDULE, SEE INTERIOR DWGS.
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
1 LAYER 5/8" GYPSUM BOARD
METAL STUD FRAMING
BASE AS SCHEDULE, SEE INTERIOR DWGS.
SOUND ATTENUATION BATT (SEE WALL ASSEMBLY)
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL SEALANT, ALONG TOP CENTERLINE OF TRACK
CONT. BEAD OF FIRE SEALANT, EACH SIDE
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
CONT. BEAD OF FIRE SEALANT, EACH SIDE
2 LAYERS 5/8" FIRE SHIELD TYPE "C" GYPSUM BOARD
CONT. BEAD OF ACOUSTICAL SEALANT, EACH SIDE
TYPICAL SHAFTWALL PARTITION
METAL STUD FRAMING
CONT. BEAD OF FIRE SEALANT, EACH SIDE
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
BASE AS SCHEDULE, SEE INTERIOR DWGS.
CONT. BEAD OF ACOUSTICAL SEALANT, EACH SIDE OF TRACK ON SOUND PARTITIONS
SOUND ATTENUATION BATT (SEE WALL ASSEMBLY)
CONTINUOUS METAL RUNNER
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
C
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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.
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
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TO
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NT
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A . 3
0350
PH
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E: 770.8
64.1
035 F
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: 770.8
64.1
790
dw
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nstu
dio
.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
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PM
C:\U
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PARTITIONDETAILS
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12/20/2019 CITY PERMIT AND BID SET X
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
6
UL #U465 1 HR RATED INTERIOR NON-BEARINGMETAL STUD WALL
4
UL #U428 2 HR RATED NON-BEARING SHAFTWALL5
INTERIOR NON-BEARING & NON-RATED METALSTUD WALL
7
DATE DESCRIPTION REV
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
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
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
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
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.
Design No. U905
C
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:10
:06
PM
C:\U
sers
\CF
ette
s\D
ocum
en
ts\1
82
55
01
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um
min
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ente
r_B
LD
G G
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18_
CF
ettes.r
vt
CD-80
RK/SBC BP
1825501
ULASSEMBLIES
CU
MM
ING
CIT
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BU
ILD
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G
CA
NT
ON
HW
Y.
CU
MM
ING
, G
A 3
004
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12/20/2019 CITY PERMIT AND BID SET X
DATE DESCRIPTION REV
1,969 SF
G103
TENANT G103
A4-01
2
A4-02 2
A4-021
A4-01
1
GST01
STAIR 01
1,783 SF
G101
TENANT G101
1,512 SF
G104
TENANT G1041,723 SF
G105
TENANT G105
1
A5-01
A2-20
1
A2-20
6
G101C
G102B
G100C G100B
G104B
G103C G105C
GST02AGST01A
G-W02
G-W01G-W01
G-W01
G-W02
G-W01
2' - 8" RIBBON SLAB, TYP
2
A5-01
1 2 3 4 5 6
D
C.9
C
B
A.1
A
A.2
1.4 5.6
80
' -
4"
120' - 6"
80
' -
4"
120' - 6"
4"
2' -
0"
27
' -
1"
23
' -
2"
6' -
4"
19
' -
1"
2' -
0"
4"
3' -
1"
1' -
2"
6' -
0"
6' -
8"
3' -
0"
5' -
10
"5
' -
4"
3' -
0"
3' -
9"
3' -
0"
3' -
9"
3' -
0"
5' -
4"
7' -
0"
2' -
2"
6' -
2"
2' -
0"
7' -
0"
3' -
1"
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"
4" 9' - 10" 15' - 0" 20' - 2" 29' - 10" 20' - 2" 14' - 4" 10' - 6" 4"
2' - 9" 7' - 0" 6' - 0" 7' - 0" 2' - 9" 3' - 9" 3' - 0" 6' - 0" 3' - 0" 3' - 9" 2' - 10" 6' - 0" 2' - 3" 8' - 4" 2' - 3" 6' - 0" 2' - 10" 3' - 9" 3' - 0" 6' - 0" 3' - 0" 3' - 9" 2' - 9" 7' - 0" 6' - 0" 7' - 0" 2' - 9"
4"
2' -
0"
19
' -
1"
6' -
4"
23
' -
2"
27
' -
1"
2' -
0"
4"
3' -
1"
7' -
0"
2' -
2"
6' -
0"
2' -
2"
7' -
0"
5' -
5"
3' -
0"
10
' -
4"
3' -
0"
1' -
5"
4' -
0"
5' -
8"
3' -
4"
6' -
6"
6' -
0"
1' -
2"
3' -
1"
A3-01
1
G-W01
ELEC. PANELS
GAS METERS
G-W01
G100A
ELEV
G100C
RISER
3' -
0"
7' -
6"
10
' -
7"
1,695 SF
G102
TENANT G102
A2-40
1
G100B
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
PROVIDE CONTINUOUS VAPOR BARRIER AND 4" GRANULAR BASE TO A 4" BELOW F.F.E. AT SLAB LEAVE OUT
PROVIDE CONTINUOUS VAPOR BARRIER AND 4" GRANULAR BASE TO A 4" BELOW F.F.E. AT SLAB LEAVE OUT
PROVIDE CONTINUOUS VAPOR BARRIER AND 4" GRANULAR BASE TO A 4" BELOW F.F.E. AT SLAB LEAVE OUT
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
C
dw
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
020
1:4
1:1
5 P
ME
:\R
evit file
s\1
825
50
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BL
DG
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18
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YP
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H.r
vt
A1-01
RK/SBC BP
1825501
FLOOR PLAN
CU
MM
ING
CIT
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BU
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G
CA
NT
ON
HW
Y.
CU
MM
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, G
A 3
004
0
12/20/2019 CITY PERMIT AND BID SET X
02/21/2020 REVISION 1 X
3/16" = 1'-0"1
MAIN LEVEL FLOOR PLAN
N
E
W
S
DATE DESCRIPTION REV
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-W05G-W05G-W05G-W05
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
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
020
1:4
1:1
8 P
ME
:\R
evit file
s\1
825
50
1_
Cum
min
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en
ter_
BL
DG
G_
20
18
_m
gra
ce
YP
83
H.r
vt
A1-02
RK/SBC BP
1825501
FLOOR 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
004
0
12/20/2019 CITY PERMIT AND BID SET X
02/21/2020 REVISION 1 X
3/16" = 1'-0"1
UPPER LEVEL FLOOR PLAN
N
E
W
S
DATE DESCRIPTION REV
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
PREFINISHED METAL COPING, TYP.
PREFINISHED METAL COPING, TYP.
PRE-FINISHED METAL COPING, TYP.
PRE-FINISHED METAL COPING, TYP.
PRE-FINISHED METAL COPING, TYP.
PRE-FINISHED METAL COPING, TYP.
SC.
PREFABRICATED METAL CANOPY W/
TIE RODS
PREFABRICATED METAL CANOPY W/
TIE RODS
PREFABRICATED METAL CANOPY W/
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"
C
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:07
PM
C:\U
sers
\CF
ette
s\D
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RK/SBC BP
1825501
ROOF PLAN
CU
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12/20/2019 CITY PERMIT AND BID SET X
3/16" = 1'-0"1
ROOF PLAN - 1199'-0"
N
E
W
S
DATE DESCRIPTION REV
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"
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.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
dw
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:09
PM
C:\U
sers
\CF
ette
s\D
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01
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A2-20
RK/SBC BP
1825501
ENLARGEDSTAIR PLANS,
SECTIONS,DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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" 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)
METAL CLIP ANGLETO STRINGER
STAIR STRINGER. PAINTED.
4" O.C.
A2-30
8
3"
METAL END CAPS (TYP)
1 1/2" X 11 GA. TUBE POSTS @ QUARER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.
1 1/2" O.D. X 13 GA. TUBING
42" HIGH GUARDRAIL. 5/8" DIA STEEL BAR PICKET. PAINTED
3"
A2-30
8
4" O.C.
3' -
6"
METAL END CAPS (TYP)
1 1/2" X 11 GA. TUBE POSTS @ QUARER POINTS OF RAIL. WELD TO STRINGERS WITH 1/4" WEB STIFFENERS AT HANDRAIL POST LOCATIONS.
1 1/2" O.D. X 13 GA. TUBING
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
C
dw
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desig
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tudio
s-
ALL R
IGH
TS
RE
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RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
020
1:4
1:2
0 P
ME
:\R
evit file
s\1
825
50
1_
Cum
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18
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YP
83
H.r
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A2-30
RK/SBC BP
1825501
STAIR DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
IN FIRE EMERGENCYDO NOT USE
ELEVATOR-USE EXIT STAIRS
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
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
TRUSS BRG1194' - 0"
PIT
5' -
0"
16
' -
0"
14
' -
0"
(7' - 6" MIN.)
7' - 6"
STEEL HOIST BEAM.SEE STRUCTURAL
C
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DRAWN BY CHECKED BY
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
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:09
:11
PM
C:\U
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RK/SBC BP
1825501
ENLARGEDELEVATOR
PLANS,SECTIONS,
DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
C
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TS
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:13
PM
C:\U
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ettes.r
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A3-01
RK/SBC BP
1825501
ENLARGEDPLANS &
ELEVATIONS
CU
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CIT
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CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
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
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
TRUSS BRG1194' - 0"
1
A5-01
G-W01G-W01G-W01G-W01
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
C
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desig
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s-
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TS
RE
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RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:21
PM
C:\U
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G G
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18_
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ettes.r
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A4-01
RK/SBC BP
1825501
EXTERIORELEVATIONS
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
12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
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
C
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desig
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TS
RE
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RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:27
PM
C:\U
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ettes.r
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A4-02
RK/SBC BP
1825501
EXTERIORELEVATIONS
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
12/20/2019 CITY PERMIT AND BID SET X
3/16" = 1'-0"1
BUILDING G - NORTH ELEVATION
3/16" = 1'-0"2
BUILDING G -SOUTH ELEVATION
KEYNOTES
Key Value Keynote Text
BR-11 BRICK MODULAR
CP-04 METAL COPING
CS-02 CAST STONE ARCH
CS-03 CAST STONE WATERTABLE
FX-03 BASELITE SHADES - ROADHOUSE, BOTTOM OF LIGHTING FIXTURES TO BE8'-0" A.F.F. U.N.O.
FX-08 BASELITE VAPOR JARS - HE1, BOTTOM OF LIGHTING FIXTURES TO BE 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.
ST-01 ROUGHCUT STONE
DATE DESCRIPTION REV
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
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
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
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
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desig
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tudio
s-
ALL R
IGH
TS
RE
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RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:30
PM
C:\U
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1825501
BUILDINGSECTIONS
CU
MM
ING
CIT
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BU
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G
CA
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ON
HW
Y.
CU
MM
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12/20/2019 CITY PERMIT AND BID SET X
3/16" = 1'-0"2
BUILDING SECTION - 01
3/16" = 1'-0"1
BUILDING SECTION - 02
DATE DESCRIPTION REV
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
STEEL BEAM. SEE STRUCTURAL.
8" METAL STUD HEADER
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
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
ALUMINUM CLAD WOOD WINDOWS. SEE LEGEND FOR DETAILS
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
TRUSS BRG1194' - 0"
DC.9
ROOF MEMBRANE OVER INSULATION ON SLOPED ROOF DECK
METAL RAILING AT BALCONY
STEEL BEAM. SEE STRUCTURAL.
EXTERIOR WALL - SEE ELEVATIONS FOR FINISH
STRUCTURAL JOISTS AND DECKING. SEE STRUCTURAL
8" METAL STUD HEADER
CONCRETE SLAB. SEE STRUCTURAL
EXTERIOR SIDEWALK. SEE CIVIL.
STEEL DOOR FRAME -PAINT.
SLOPE AWAY
STEEL BEAM AND JOISTSEE STRUCTURAL
STEEL BEAM. SEE STRUCTURAL.
8" METAL STUD HEADER
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
10
' -
8"
R.O
.5
' -
4"
10
' -
8"
R.O
.5
' -
4"
BRICK VENEER PILASTERBEYOND
STONE BASE BEYOND
A6-10
5
A6-10
3
SLAB LEAVE OUT AREA.
32
' -
0"
COMPACTED EARTH.
CONCRETE FOOTING. SEE STRUCTURAL
SHELF ANGLE. 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
DOUBLE DOOR W/TRANSOM. SEE
SCHEDULE FOR DETAILS
G203
C
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desig
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ALL R
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TS
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:36
PM
C:\U
sers
\CF
ette
s\D
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01
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um
min
g C
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ente
r_B
LD
G G
_20
18_
CF
ettes.r
vt
A5-10
RK/SBC BP
1825501
WALLSECTIONS
CU
MM
ING
CIT
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EN
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BU
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G
CA
NT
ON
HW
Y.
CU
MM
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, G
A 3
004
0
12/20/2019 CITY PERMIT AND BID SET X
1/2" = 1'-0"1
WALL SECTION @ WEST ELEVATION 1/2" = 1'-0"
2WALL SECTION @ WEST ELEVATION 2
1AISOMETRIC SECTION - 01
2AISOMETRIC SECTION - 02
DATE DESCRIPTION REV
KEYNOTES
Key Value Keynote Text
BR-11 BRICK MODULAR
BRR-11 BRICK MODULAR - ROWLOCK
BRS1-11 BRICK MODULAR - SOLDIER 1 - 1/2" PROUD
CMT-35 CEMENTITIOUS TRIM
CMT-36 CEMENTITIOUS PANEL
CP-04 METAL COPING
CS-08 CAST STONE MEDALLION
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-14 BASELITE SIGN LIGHTS - CN14, BOTTOM OF LIGHTING FIXTURES TO BE8'-0" A.F.F. U.N.O.
PLAN - MAIN LEVEL1164' - 0"
TRUSS BRG1194' - 0"
DC.9
ROOF MEMBRANE OVER INSULATION ON
SLOPED ROOF DECK
EXTERIOR WALL - SEE ELEVATIONS FOR FINISH
STEEL BEAM. SEE STRUCTURAL.
BRICK SOLDIER COURSING
STRUCTURAL JOISTS SEE STRUCTURAL
8" METAL STUD HEADER
CONCRETE SLAB. SEE STRUCTURAL
EXTERIOR SIDEWALK. SEE CIVIL.
SLOPE AWAY
COMPACTED EARTH.
STEEL BEAM AND JOISTSEE STRUCTURAL
STEEL BEAM. SEE STRUCTURAL.
METAL STUD CURVED HEADER/CURVED STEEL
TUBE W/ BRICK LINTEL
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
4" METAL STUDS @ 16" O.C.
CONCRETE FOOTING.SEE STRUCTURAL
CONCRETE SLAB ATOP OF METAL DECK. SEE STRUCTURAL.
SLAB LEAVE OUT AREA.
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
DOUBLE DOOR W/TRANSOM. SEE
SCHEDULE FOR DETAILS
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:40
PM
C:\U
sers
\CF
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s\D
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55
01
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um
min
g C
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
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, G
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004
0
12/20/2019 CITY PERMIT AND BID SET X
1/2" = 1'-0"1
WALL SECTION @ WEST ELEVATION 031A
ISOMETRIC SECTION @ WEST ELEVATION 03
DATE DESCRIPTION REV
KEYNOTES
Key Value Keynote Text
BR-11 BRICK MODULAR
BRS1-11 BRICK MODULAR - SOLDIER 1 - 1/2" PROUD
CMT-35 CEMENTITIOUS TRIM
CMT-36 CEMENTITIOUS PANEL
CS-08 CAST STONE MEDALLION
FX-07 BASELITE SHADES - REGENT, BOTTOM OF LIGHTING FIXTURES TO BE 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.
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
TRUSS BRG1194' - 0"
6
ROOF MEMBRANE OVER INSULATION ON SLOPED
ROOF DECK
EXTERIOR WALL - SEE ELEVATIONS FOR FINISH
STEEL BEAM. SEE STRUCTURAL.
EXTERIOR WALL - SEE ELEVATIONS FOR FINISH
STRUCTURAL JOISTS AND DECKING. SEE
STRUCTURAL
8" METAL STUD HEADER
CONCRETE SLAB. SEE STRUCTURAL
EXTERIOR SIDEWALK. SEE CIVIL.
SLOPE AWAY
COMPACTED EARTH.
BRICK SOLDIER COURSE
BRICK SOLDIER COURSE
STEEL BEAM AND JOISTSEE STRUCTURAL
STEEL BEAM. SEE STRUCTURAL.
8" METAL STUD HEADER
8" METAL STUDS @ 16" O.C. W/ BATT
INSULATION
8" METAL STUDS @ 16" O.C. W/ BATT
INSULATION
CONCRETE FOOTING.SEE STRUCTURAL
CONCRETE SLAB ATOP OF METAL DECK. SEE
STRUCTURAL.
SLAB LEAVE OUT AREA.
A6-10
8
A6-10
1
SHELF ANGLE. SEE STRUCTURAL.
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
ALUMINUM CLAD WOOD WINDOWS. SEE LEGEND FOR DETAILS
ALUMINUM CLAD WOOD WINDOWS. SEE LEGEND FOR DETAILS
PLAN - MAIN LEVEL1164' - 0"
PLAN - UPPER LEVEL1180' - 0"
TRUSS BRG1194' - 0"
6
A6-10
4
A6-10
2
ROOF MEMBRANE OVER INSULATION ON
SLOPED ROOF DECK
STEEL BEAM. SEE STRUCTURAL.
EXTERIOR WALL - SEE ELEVATIONS FOR FINISH
STRUCTURAL JOISTS AND DECKING. SEE
STRUCTURAL
8" METAL STUD HEADER
CONCRETE SLAB. SEE STRUCTURAL
EXTERIOR SIDEWALK. SEE CIVIL.
SLOPE AWAY
COMPACTED EARTH.
BRICK SOLDIER COURSE
BRICK SOLDIER COURSE
STEEL BEAM AND JOISTSEE STRUCTURAL
8" METAL STUD HEADER
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
8" METAL STUDS @ 16" O.C. W/ BATT INSULATION
CONCRETE FOOTING.SEE STRUCTURAL
CONCRETE SLAB ATOP OF METAL DECK. SEE
STRUCTURAL.
SLAB LEAVE OUT AREA.
SHELF ANGLE. 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 WINDOWS. SEE LEGEND FOR DETAILS
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:46
PM
C:\U
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\CF
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01
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G G
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ettes.r
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A5-12
RK/SBC BP
1825501
WALLSECTIONS
CU
MM
ING
CIT
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BU
ILD
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CA
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ON
HW
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CU
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004
0
12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
KEYNOTES
Key Value Keynote Text
BR-11 BRICK MODULAR
BRS1-11 BRICK MODULAR - SOLDIER 1 - 1/2" PROUD
CP-04 METAL COPING
FX-03 BASELITE SHADES - ROADHOUSE, BOTTOM OF LIGHTING FIXTURES TO BE8'-0" A.F.F. U.N.O.
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
STEEL LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLOR
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
STRUCTURAL BEAM. SEE STRUCTURAL
CONCRETE SLAB ON METAL DECK.
SOLDIER COURSE
RIGID INSULATION
WEATHER BARRIER
EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING
GUARD RAIL ASSEMBLY
2X4 P.T. BLOCKING
1/2"
BALCONY DOOR
BRICK VENEER BEYOND
BREAK METAL FLASHING
CORROSION RESISTANT MASONRY VENEER TIE / ANCHOR
PLAN - UPPER LEVEL1180' - 0"PLAN - LEVEL 31180' - 0"
D
METAL CAP FLASHING
WEATHER BARRIER
8" METAL STUDS
STRUCTURAL BEAM. SEE STRUCTURAL
EXTERIOR SHEATHING
STRUCTURAL BEAM. SEE STRUCTURAL
STRUCTURAL BEAM. SEE STRUCTURAL
8" METAL STUDS
PRE MANUFACTURED CORNICEPROFILE, EDON CR 516
CEMENTITIOUS PANEL
TPO ROOFINGMEMBRANE
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.
CONTINUOUS BEAD OF SEALANT ABOVE TERMINATION BAR
CONCRETE SLAB ON METAL DECK.
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
CORROSION RESISTANT MASONRY VENEER TIE / ANCHOR
TPO OVER PARAPET TYP,
PLAN - UPPER LEVEL1180' - 0"PLAN - LEVEL 31180' - 0"
D
RIGID INSULATION
WEATHER BARRIER
CEMENTITIOUS PANEL
5/4X8 CEMENTITIOUS TRIM
5/4X8 CEMENTITIOUS TRIM
8" METAL STUDS W/ BATT INSULATION
CONCRETE SLAB ON METAL DECK.
STRUCTURAL BEAM. SEE STRUCTURAL
ALUMINUM CLAD WOOD WINDOW
ALUMINUM CLAD WOOD WINDOW
BRICK VENEER BEYOND
8" METAL STUD HEADER
D
BRICK VENEER BEYOND
8" METAL STUDS
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
CONTINUOUS BEAD OF SEALANT ABOVE TERMINATION BAR
SOLDIER COURSE
4" METAL STUDS
RIGID INSULATION
WEATHER BARRIER
EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING
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
EXTERIOR SIDEWALK. SEE CIVIL.
COMPACTED EARTH
PLAN - MAIN LEVEL1164' - 0"PLAN - LEVEL 21164' - 0"
6
4" CMU WALL
STONE VENEER
RIGID INSULATION
WEATHER BARRIER
8" METAL STUDS W/ BATT INSULATION
ALUMINUM CLAD WOOD WINDOW
SLOPED PRECAST CAP
EXTERIOR SHEATHING
SLAB ON GRADE. SEESTRUCTURAL
SOLID GROUT FILLEDBELOW GRADE. TYP.
7"
SLOPE AWAY
EXTERIOR SIDEWALK. SEE CIVIL.
COMPACTED EARTH
PLAN - UPPER LEVEL1180' - 0"PLAN - LEVEL 31180' - 0"
6
CONCRETE SLAB ON METAL DECK.
RIGID INSULATION
WEATHER BARRIER
8" METAL STUDS
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
CONTINUOUS BEAD OF SEALANT ABOVE TERMINATION BAR
SOLDIER COURSE
EXTERIOR BRICK W/ RIGID INSULATION,WEATHER BARRIER,& EXTERIOR SHEATHING
STRUCTURAL BEAM. SEE STRUCTURAL
EXTERIOR SHEATHING
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:51
PM
C:\U
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1825501
SECTIONDETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
SECTION DETAIL 9 @ WEST ELEVATION
1 1/2" = 1'-0"6
SECTION DETAIL 6 @ WEST ELEVATION
1 1/2" = 1'-0"10
SECTION DETAIL 10 @ WEST ELEVATION
1 1/2" = 1'-0"7
SECTION DETAIL 7 @ WEST ELEVATION
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
DATE DESCRIPTION REV
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
SELF-ADHERED MEMBRANE FLASHING LAP
OVER METAL THRU-WALL FLASHING
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
CORROSION RESISTANT MASONRY VENEER TIE /
ANCHOR
STONE VENEER
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
SLOPED PRECAST CAP
TOP OF CONCRETE
MORTAR NET
FLASHING & WEEP VENT
METAL THRU-WALL FLASHING
BROOM FINISH CONCRETESIDEWALK PAD, -SEE CIVIL
DWGS. FOR GRADE ELEVS.
CONCRETE SLAB - REFER TO STRUCTURAL
SOLID GROUT FILLED BELOW SLAB TYP.
SELF-ADHERED MEMBRANE FLASHING LAP
OVER METAL THRU-WALL FLASHING
BRICK VENEER. SEE ELEVATIONS
TOP OF CONCRETE
FIBER CEMENT LAP SIDING ATTACHED TO VERTICAL "Z"
GIRT SYSTEM
CONTINUOUS PERIMETER SEALANT
SELF-ADHERED MEMBRANE FLASHING LAP
OVER METAL THRU-WALL FLASHING
STARTER STRIP
MORTAR NET
FLASHING & WEEP VENT
SELF-ADHERED MEMBRANE FLASHING LAP
OVER METAL THRU-WALL FLASHING
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
PREFINISHED METAL THRU-WALL FLASHING
TERMINATION BAR & SEALANT
BROOM FINISH CONCRETESIDEWALK PAD, -SEE CIVIL
DWGS. FOR GRADE ELEVS.
SLOPED PRECAST CAP
CONCRETE SLAB.- REFER TO STRUCTURAL
SOLID GROUT FILLED BELOW SLAB TYP.
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
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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.
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
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RA
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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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:52
PM
C:\U
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1825501
SECTIONDETAILS
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
HEAD HEIGHT
CONTINUOUS SEALANT AROUND BACK PLATE PERIMETER
HANGER ROD BACK PLATE
CONTINUOUS SEALANT AROUND BACK PLATE PERIMETER
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
CONTINUOUS BACKER ROD AND SEALANT
HEAD HEIGHT
METAL STUD FRAMING HEADER OR STRUCTURAL STEEL TUBE- REFER TO STRUCTURAL
ARCHITECTURAL WINDOW SYSTEM
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
CONTINUOUS BACKER ROD AND SEALANT
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
CONTINUOUS BACKER ROD AND SEALANT
CONTINUOUS SEALANT AROUND BACK PLATE PERIMETER
HANGER ROD BACK PLATE
CONTINUOUS SEALANT AROUND BACK PLATE PERIMETER
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
ARCHITECTURAL WINDOW SYSTEM
HEAD HEIGHT
METAL STUD FRAMING HEADER - REFER TO
STRUCTURAL
BRICK VENEER COURSE
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
7" U.N.O.
C
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RE
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RV
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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.
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
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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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:53
PM
C:\U
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RK/SBC BP
1825501
SECTIONSAND DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
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KIC
KE
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OC
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S A
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AS
SE
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SE
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S F
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PA
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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
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desig
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ALL R
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RE
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RV
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:54
PM
C:\U
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1825501
ROOF DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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)
DATE DESCRIPTION REV
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
MEMBRANE BASE FLASHING
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
MEMBRANE BASE FLASHING
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
MEMBRANE BASE FLASHING
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
PRE-FINISHED METAL COPING
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
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
DISCLAIMER:
SEAL:
ISSUE
d e
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s t u
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e l l
1280 H
IGH
TO
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R T
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PH
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E: 770.8
64.1
035 F
AX
: 770.8
64.1
790
dw
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esig
nstu
dio
.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:55
PM
C:\U
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RK/SBC BP
1825501
ROOF DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
PRE-FINISHED METAL COPING
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
AIR AND MOISTURE BARRIER
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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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:55
PM
C:\U
sers
\CF
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1825501
WATERPROOFINGDETAILS
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
DATE DESCRIPTION REV
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
AIR AND MOISTURE BARRIER
PARAPET ROOF
AIR AND MOISTURE BARRIER
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
C
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:56
PM
C:\U
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1825501
WATERPROOFINGDETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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
CH
ED
UL
E
TR
AN
SO
MH
EIG
HT
SE
E S
CH
ED
UL
E
DO
OR
HE
IGH
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)
42" INCHES (1065 mm)
42" INCHES (1065 mm)
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
EV
EL H
EA
D H
EI G
HT
9' -
4"
UP
PE
R L
EV
EL
HE
AD
HE
IGH
T
10
' -
8".
MA
IN L
EV
EL H
EA
D H
EI G
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
EV
EL
HE
AD
HE
IGH
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, INTEGRAL MUNTINS, FIXED, DOUBLE HUNG, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, INTEGRAL MUNTINS, FIXED, DOUBLE HUNG, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, FIXED, PICTURE, TRANSOM
ALUMINUM CLAD WOOD WINDOWS, FIXED
ALUMINUM CLAD WOOD WINDOWS, FIXED
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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desig
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RE
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RV
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION2/2
0/2
020
1:4
1:2
1 P
ME
:\R
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s\1
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SCHEDULES
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12/20/2019 CITY PERMIT AND BID SET X
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 F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G101B TENANT G101 3' - 0" 8' - 0" 1 3/4" 3' - 10" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G101C TENANT G102 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT
G102A TENANT G102 3' - 0" 8' - 0" 1 3/4" 2' - 6" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G102B TENANT G102 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT
G103A TENANT G103 3' - 0" 8' - 0" 1 3/4" 1' - 10" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G103B TENANT G103 3' - 0" 8' - 0" 1 3/4" 1' - 10" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G103C TENANT G103 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT
G104A TENANT G104 3' - 0" 8' - 0" 1 3/4" 2' - 6" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G104B TENANT G104 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT
G105A TENANT G105 3' - 0" 8' - 0" 1 3/4" 3' - 10" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G105B TENANT G105 3' - 0" 8' - 0" 1 3/4" 3' - 10" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G105C TENANT G105 3' - 0" 7' - 0" 1 3/4" D-2 H.M. PAINT F-4 H.M. PAINT
G201A TENANT G102 3' - 0" 8' - 0" 1 3/4" 2' - 6" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
G203 TENANT G102 3' - 0" 8' - 0" 1 3/4" 2' - 6" D-3 ALUMINUMCLADWOOD/GLASS
PAINT F-2 ALUMINUMCLAD WOOD
PAINT 6'-0" DOUBLE DOOR W/ TRANSOM
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
DATE DESCRIPTION REV
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"
FLUID APPLIED AIR BARRIER
SELF- ADHERING WATER PROOFING MEMBRANE
RIGID INSULATION
INSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING.
SELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER GALVANIZED METAL 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
FLUID APPLIED AIR BARRIER
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"
FLUID APPLIED AIR BARRIER
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
PAINTED HOLLOW METALFRAME - FILL W/ GROUT
0' -
8 3
/4"
SEALANT BOTH SIDES
8" CMU CORNER BLOCK - FILL FIRST CELL W/ GROUT
PAINTED HOLLOW METALFRAME - FILL W/ GROUT
MASONRY ANCHORS @ 24" O.C. MAX
0' -
6 3
/4"
TYP
0' - 6"
0' - 2"
0' - 2"
BACKER ROD & SEALANTBOTH SIDES - TYPICAL
DOUBLE 20 GA. MTL STUDS
PAINTED HOLLOW METALFRAME - GROUT SOLID
8" METAL STUDS
BATT INSULATION
5/8" EXTERIOR SHEATHING
FLUID APPLIED AIR BARRIER
SELF-ADHERING WATER-PROOFING MEMBRANE
BRICK VENEER
0' -
6 3
/4"
FLUID APPLIED AIR BARRIER
SELF-ADHERING WATER-PROOFING MEMBRANE
SEALANT W/ BACKER ROD, BOTH SIDES
8" CMU CORNER BLOCK - FILL FIRST CELL W/ GROUT
PAINTED HOLLOW METALFRAME - FILL W/ GROUT
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
BACKER ROD & SEALANTBOTH SIDES - TYPICAL
PAINTED HOLLOW METALFRAME - GROUT SOLID
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
SELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER GALVANIZED METAL FLASHING
SELF - ADHERING MEMBRANE FLASHING
FIBER CEMENT LAP SIDING- SEE ELEVATIONS FOR EXPOSURE
2 LAYERS 5/4 CEMENTITIOUSTRIM BOARDS
BACKER ROD & SEALANTBOTH SIDES - TYPICAL
DOUBLE 20 GA. MTL STUDS
PAINTED HOLLOW METALFRAME - GROUT SOLID
8" METAL STUDS
BATT INSULATION
5/8" EXTERIOR SHEATHING
FLUID APPLIED AIR BARRIER
SELF-ADHERING WATER-PROOFING MEMBRANE
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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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.
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
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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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:09
:58
PM
C:\U
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RK/SBC BP
1825501
DOOR DETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
FLUID APPLIED AIR BARRIER
SELF-ADHERING WATER-PROOFING MEMBRANE
SEALANT W/ BACKER ROD, BOTH SIDES
8" CMU CORNER BLOCK - FILL FIRST CELL W/ GROUT
ARCHITECTURAL WINDOW SYSTEM
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
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
ALUMINUM CLAD WOOD WINDOWS
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
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
METAL STUD FRAMING- REFER TO STRUCTURAL
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
7"
U.N
.O.
CONTINUOUS SEALANT & CLOSED CELL BACKER ROD
8" MIN.
CONTINUOUS SEALANT
FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL.
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
2 LAYERS 5/4 CEMENTITIOUS TRIM BOARD
1/2
"
SILL HEIGHT
2 LINES CONTINUOUS PERIMETER SEALANT
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
ALUMINUM CLAD WOOD WINDOWS
CEMENTITIOUS PANELS
CONTINUOUS SEALANT & CLOSED CELL BACKER ROD
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
ARCHITECTURAL WINDOW SYSTEM
FIBER CEMENT PANEL
METAL STUD FRAMING- REFER TO STRUCTURAL
CLOSED CELL BACKER ROD & 2 LINES CONTINUOUS PERIMETER SEALANT
SHIM AS REQUIRED FOR STOREFRONT INSTALLATION -BACKER ROD AND SEALANT
2 LAYERS 5/4 CEMENTITIOUSTRIM BOARDS
HEAD HEIGHT
METAL STUD FRAMING HEADER. - REFER TO STRUCTURAL
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
ARCHITECTURAL WINDOW SYSTEM
INSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICALLEG OF FLASHING; LAP WEATHER BARRIER OVER FLASHING TAPE
SELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER GALVANIZED METAL FLASHING
SELF - ADHERING MEMBRANE FLASHING
FIBER CEMENT LAP SIDING- SEE ELEVATIONS FOR EXPOSURE
CONTINUOUS PERIMETER SEALANT
2 LAYERS 5/4 CEMENTITIOUSTRIM BOARDS
SEALANT CONTINUOUS BEHIND NAILING FIN
SELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER LOOSE LINTEL, AND OVER MEMBRANE FLASHING FROM JAMB BELOW
SELF ADHERING FLEXIBLE MEMBRANE FLASHING
STEEL LOOSE LINTEL PER STRUCTURAL,PAINT TO MATCH BRICK COLOR
CELL VENT WEEPS @ 24" O.C. THROUGH WALL FLASHING
MORTAR NET
SEALANT
INSTALL 24 GA. GALV. METAL THRU WALL FLASHING
ARCHITECTURAL WINDOW SYSTEM
HEAD HEIGHT
METAL STUD FRAMING HEADER - REFER TO STRUCTURAL
BRICK VENEER COURSE
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
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
SELF-ADHERING WATER-PROOFING MEMBRANE
MTL. "J" MOLD
BATT INSULATION
5/8" EXTERIOR SHEATHING
BACKER ROD & SEALANT
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
BACKER ROD & SEALANT
2X WOOD BLOCKING
SEALANT CONTINUOUS BEHIND NAILING FIN
SELF ADHERING FLEXIBLE MEMBRANE FLASHING OVER
LOOSE LINTEL, AND OVER MEMBRANE FLASHING FROM JAMB
BELOW
SELF ADHERING FLEXIBLE MEMBRANE FLASHING
STEEL LOOSE LINTEL PER STRUCTURAL,
PAINT TO MATCH BRICK COLOR
CELL VENT WEEPS @ 24" O.C. THROUGH WALL FLASHING
MORTAR NET
SEALANT
INSTALL 24 GA. GALV. METAL THRU WALL FLASHING
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
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
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.
ALUMINUM CLAD WOOD WINDOWS
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
CONTINUOUS SEALANT
FLEXIBLE FLASHING MEMBRANE OVER WEATHER RESISTANT BARRIER AT SILL.
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
2 LAYERS 5/4 CEMENTITIOUS TRIM BOARD
1/2
"
SILL HEIGHT
2 LINES CONTINUOUS PERIMETER SEALANT
2X WOOD BLOCKING AT ALL WINDOW PERIMETER TYP.
ALUMINUM CLAD WOOD WINDOWS
CEMENTITIOUS PANELSCMU WALL
SHIM AS REQUIRED FOR WINDOW INSTALLATION PER MANUF. DETAILS.
ARCHITECTURAL WINDOW SYSTEM
INSTALL 24 GA. GALV. PRE-FINISHEDMETAL FLASHING; INSTALL FLASHING TAPE ON PRIMED SHEATHING AND VERTICALLEG OF FLASHING; LAP WEATHER BARRIER OVER FLASHING TAPE
SELF ADHERING FLEXIBLE FLASHING MEMBRANE OVER GALVANIZED METAL FLASHING
SELF - ADHERING MEMBRANE FLASHING
FIBER CEMENT LAP SIDING- SEE ELEVATIONS FOR EXPOSURE
CONTINUOUS PERIMETER SEALANT
2 LAYERS 5/4 CEMENTITIOUSTRIM BOARDS
C
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desig
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ALL R
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RE
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RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/20/2
01
9 4
:10
:00
PM
C:\U
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RK/SBC BP
1825501
WINDOWDETAILS
CU
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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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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.
DISCLAIMER:
SEAL:
ISSUE
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DATE DESCRIPTION INCLUDED
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INTERIORPLANS
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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"
SCHLUTER TRANSITION JOLLY A60ABGB
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
"
SCHLUTER TRANSITION JOLLY A60ABGB
5' -
4"
FULL HEIGHT
FULL HEIGHT FULL HEIGHT
WT-12
PF-1
H-4
PT-3
5' -
4"
SCHLUTER TRANSITION JOLLY A60ABGB
C
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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.
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
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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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
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01
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INTERIORELEVATIONS
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12/20/2019 CITY PERMIT AND BID SET X
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
DATE DESCRIPTION REV
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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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.
DISCLAIMER:
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ISSUED FOR CONSTRUCTION12
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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.
PA
RA
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WALL ELEVATION COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE DIAGRAM
= -23 PSF / +21 PSF
= -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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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.
DISCLAIMER:
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
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PM
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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
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5.6
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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
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'-4 1
/8"
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'-0
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11
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NOTE 8, TYP
NOTE 9, TYP
13
S3-01
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= -3
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T/PIT = -5'-0"
15
S3-01
15
S3-01
10
S3-01
5
S3-01
TYP
6
S3-01
TYP
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F6.0
HSS
8X8X
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F7.0
HSS
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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
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F4.0
HSS
8X8X
1/4
F19.0
HSS
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F6.0
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F5.0
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2
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2
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2
F9.0
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2
HSS10
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2
HSS10
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2
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F9.0
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SUMP PIT
18
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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
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BP3
BP3
BP3
BP3
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BP1
BP1
BP1
BP1 BP
1
BP2
BP2
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BP1
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BP2
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BP1
F4.0
F4.0
F4.0
HSS
8X8X
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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.
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:46
PM
G:\M
y D
rive
\Sh
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tructu
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roje
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\08
4 D
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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
S1-01
KS KMJ
1825501
FOUNDATIONPLAN
CU
MM
ING
CIT
Y C
EN
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R -
BU
ILD
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G
CA
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ON
HW
Y.
CU
MM
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, G
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004
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12/20/2019 CITY PERMIT AND BID SET
1/8" = 1'-0"S1-01
1 FOUNDATION PLAN
DATE DESCRIPTION REV
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.
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:48
PM
G:\M
y D
rive
\Sh
ea
r S
tructu
ral\P
roje
cts
\08
4 D
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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
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ral_
Cu
mm
ing
City C
en
ter_
BLD
GG
_20
18
.rvt
S1-02
KS KMJ
1825501
UPPER LEVELFRAMING
PLAN
CU
MM
ING
CIT
Y C
EN
TE
R -
BU
ILD
ING
G
CA
NT
ON
HW
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CU
MM
ING
, G
A 3
004
0
12/20/2019 CITY PERMIT AND BID SET
1/8" = 1'-0"S1-02
1 UPPER LEVEL FRAMING PLAN
DATE DESCRIPTION REV
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.
C
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n s
tudio
s-
ALL R
IGH
TS
RE
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RV
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:49
PM
G:\M
y D
rive
\Sh
ea
r S
tructu
ral\P
roje
cts
\08
4 D
we
ll D
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
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ral_
Cu
mm
ing
City C
en
ter_
BLD
GG
_20
18
.rvt
S1-03
KS KMJ
1825501
ROOFFRAMING
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
004
0
12/20/2019 CITY PERMIT AND BID SET
1/8" = 1'-0"S1-03
1 ROOF FRAMING PLAN
DATE DESCRIPTION REV
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
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:51
PM
G:\M
y D
rive
\Sh
ea
r S
tructu
ral\P
roje
cts
\08
4 D
we
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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
S3-01
KS KMJ
1825501
FOUNDATIONDETAILS
CU
MM
ING
CIT
Y C
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BU
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G
CA
NT
ON
HW
Y.
CU
MM
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, G
A 3
004
0
12/20/2019 CITY PERMIT AND BID SET
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
DATE DESCRIPTION REV
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
METAL STUD, SEE ARCH
1 1/2" COMPENSATING RUNNER
1"
BEAM, SEE PLAN
BRICK VENEER, SEE ARCH
METAL STUD, 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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:52
PM
G:\M
y D
rive
\Sh
ea
r S
tructu
ral\P
roje
cts
\08
4 D
we
ll D
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
S5-01
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
12/20/2019 CITY PERMIT AND BID SET
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)
DATE DESCRIPTION REV
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:53
PM
G:\M
y D
rive
\Sh
ea
r S
tructu
ral\P
roje
cts
\08
4 D
we
ll D
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
12/20/2019 CITY PERMIT AND BID SET
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
DATE DESCRIPTION REV
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
HSS4X4X1/4HSS4X4X1/4
W18X50 (10)
HSS6X6X1/4HSS6X6X1/4
HS
S8X
8X
1/4
HS
S8X
8X
1/4
S5-11
1
S5-11
2
S5-11
3
S5-11
4
TYP
TYP
TYP
TYP
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
DISCLAIMER:
SEAL:
ISSUE
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s t u
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3655 B
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SID
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:55
PM
G:\M
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STEELFRAMING
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12/20/2019 CITY PERMIT AND BID SET
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
DATE DESCRIPTION REV
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
C
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ALL R
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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.
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
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, S
UIT
E 1
50 . A
LP
HA
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TT
A, G
A . 3
0022
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION12
/17/2
01
9 5
:16
:56
PM
G:\M
y D
rive
\Sh
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r S
tructu
ral\P
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\08
4 D
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n\0
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\Re
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\Str
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City C
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BLD
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_20
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1825501
STEELFRAMING
ELEVATIONS
CU
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12/20/2019 CITY PERMIT AND BID SET
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
DATE DESCRIPTION REV
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.
C
dw
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:14
PM
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GENERALNOTES,
LEGENDS, &SYMBOLS
CU
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
DATE DESCRIPTION REV
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
PHP-G204-1 CARRIER 50HCQ06 5 2,000 200 0.50 DIRECT 1.0 7.4 1 1/4 1 SCROLL R-410A 58.5 48.3 15.00 N/A 28.6 8.20 N/A 55.0 N/A 9.8 208/1/60 99 100 1 THRU 9
PHP-G205-1 CARRIER 50HCQ04 3 1,200 120 0.50 DIRECT 1.0 7.4 1 1/8 1 SCROLL R-410A 36.4 28.2 15.60 N/A 18.4 8.00 N/A 34.0 N/A 4.9 208/1/60 59 60 1 THRU 9
PHP-G206-1 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
PHP-G210-1 CARRIER 50HCQ04 3 1,200 120 0.50 DIRECT 1.0 7.4 1 1/8 1 SCROLL R-410A 36.4 28.2 15.60 N/A 18.4 8.00 N/A 34.0 N/A 4.9 208/1/60 59 60 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-G101-2 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-G102-1 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-G102-2 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-G103-1 CARRIER FB4CNF048 4 1,600 240 0.50 3/4 208/1/60 52.8/60 T'AWAY 10 25HCD348 R-410A SCROLL 47.0 35.2 13.0 11.0 45.0 28.6 8.0 3.48/2.44 208/1/60 28.7/45 1 THRU 8
AHU/HP-G103-2 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
AHU/HP-G105-1 CARRIER FB4CNF060 5 2,000 300 0.50 3/4 208/1/60 75.3/80 T'AWAY 15 25HCD360 R-410A SCROLL 59.4 44.2 13.0 10.8 57.0 37.0 7.7 3.52/2.50 208/1/60 34.1/50 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
C
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tudio
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ALL R
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RV
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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
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s t u
d i o
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l l
3655 B
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OK
SID
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50 . A
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HA
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TT
A, G
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0022
PH
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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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:16
PM
C:\R
evitL
ocal2
01
8\1
920
92 M
EP
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M0-02
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1825501
SCHEDULES
CU
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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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desig
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tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:17
PM
C:\R
evitL
ocal2
01
8\1
920
92 M
EP
- C
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M1-01
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1825501
MAIN LEVELFLOOR PLAN -
HVAC
CU
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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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ALL R
IGH
TS
RE
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RV
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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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:19
PM
C:\R
evitL
ocal2
01
8\1
920
92 M
EP
- C
um
min
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ity C
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r (B
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tha
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M1-02
TH KG
1825501
UPPER LEVELFLOOR PLAN -
HVAC
CU
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HW
Y.
CU
MM
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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
dw
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:19
PM
C:\R
evitL
ocal2
01
8\1
920
92 M
EP
- C
um
min
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ity C
ente
r (B
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ing
G)
R1
8_
tha
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M1-03
TH KG
1825501
ROOF PLAN -HVAC
CU
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HW
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CU
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004
0
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
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s t u
d i o
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3655 B
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790
dw
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esig
nstu
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.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/2
01
9 4
:45
:21
PM
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DETAILS
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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
DATE DESCRIPTION REV
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
NT
ER
OF
BO
X M
AX
44
" T
O
FLOOR
CEILING
CE
NT
ER
OF
BO
X
54
" T
O
45
7/8
"
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"
CE
NT
ER
OF
BO
X
72
" T
O
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.
1
2
3
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
9 1
2:1
0:5
5 P
MC
:\R
evi
tLoca
l20
18\1
920
92
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NM LM
1825501
LEGEND,GENERAL
NOTES, ANDSCHEDULES
CU
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CU
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0040
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
DATE DESCRIPTION REV
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
SUITE G103PANEL "G103"
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
SUITE G105PANEL "G105"
125A MLO NEMA1
208/120V 3P4W
3
SUITE G102
SUITE G102PANEL "G102"
125A MLO NEMA1
208/120V 3P4W
3
SUITE G101
SUITE G101PANEL "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
SUITE G206PANEL "G206"
100A MLO NEMA1
208/120V 3P4W
3 1
SUITE G205
SUITE G205PANEL "G205"
100A MLO NEMA1
208/120V 3P4W
3 1
SUITE G204
SUITE G204PANEL "G204"
100A MLO NEMA1
208/120V 3P4W
3 1
SUITE G203
SUITE G203PANEL "G203"
100A MLO NEMA1
208/120V 3P4W
3 1
SUITE G202
SUITE G202PANEL "G202"
100A MLO NEMA1
208/120V 3P4W
3 1
SUITE G201
SUITE G201PANEL "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"
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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.
DISCLAIMER:
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DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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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POWER RISERAND DETAILS
CU
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12/20/2019 CITY PERMIT & BID SET X
24180Ladd D. Marks
SCALE: NTSE0-02
2 POWER RISER DIAGRAM - BLDG G
SCALE: NTSE0-02
1 TYP. WORKING CLEARANCE STRIPING
DATE DESCRIPTION REV
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
N
SE
ND
SU
PE
RV
ISO
RY S
IGN
AL
TO
CE
NTR
AL
STA
TIO
N
SE
ND
TR
OU
BLE
SIG
NA
L TO
CE
NTR
AL
STA
TIO
N
DIS
PLA
Y/P
RIN
T C
HA
NG
E O
F S
TA
TU
S
AC
TU
ATE
CO
MM
ON
ALA
RM
SIG
NA
L IN
DIC
ATO
R
AC
TU
ATE
AU
DIB
LE A
LAR
M S
IGN
AL
AC
TU
ATE
CO
MM
ON
SU
PE
RV
ISO
RY S
IGN
AL
IND
ICA
TO
R
AC
TU
ATE
AU
DIB
LE C
OM
MO
N T
RO
UB
LE S
IGN
AL
AC
TIV
ATE
EV
AC
UA
TIO
N S
IGN
AL
(PE
R Z
ON
E)
AC
TU
ATE
AU
DIB
LE S
UP
ER
VIS
OR
Y S
IGN
AL
AC
TU
ATE
CO
MM
ON
TR
OU
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SIG
NA
L IN
DIC
ATO
R
UN
LOC
K A
NY E
LEC
./MA
G.-H
ELD
EG
RE
SS
DO
OR
S
RE
LEA
SE
SM
OK
E D
AM
PE
RS
(P
ER
ZO
NE
)
RE
LEA
SE
(C
LOS
E) S
MO
KE
DO
OR
S
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.
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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.
DISCLAIMER:
SEAL:
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
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RISERS,SCHEDULESAND DETAILS
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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 G204-1 PACKAGED HEAT PUMP 240V/NF/NEMA3R 1-4 G204 3,5
PHP G205-1 PACKAGED HEAT PUMP 240V/NF/NEMA3R 1-3 G205 3,5
PHP G206-1 PACKAGED HEAT PUMP 240V/NF/NEMA3R 1-3 G206 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
HP G102-1 HEAT PUMP 240V/NF/NEMA3R 1,2 G102 3,5
HP G101-2 HEAT PUMP 240V/NF/NEMA3R 1,2 G101 7,9
HP G102-2 HEAT PUMP 240V/NF/NEMA3R 1,2 G102 7,9
HP G103-2 HEAT PUMP 240V/NF/NEMA3R 1,2 G103 3,5
HP G103-1 HEAT PUMP 240V/NF/NEMA3R 1,2 G103 7,9
HP G104-1 HEAT PUMP 240V/NF/NEMA3R 1,2 G104 3,5
HP G104-2 HEAT PUMP 240V/NF/NEMA3R 1,2 G104 7,9
HP G105-1 HEAT PUMP 240V/NF/NEMA3R 1,2 G105 3,5
AHU G101-1 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G101 11,13
AHU G101-2 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G101 15,17
AHU G102-1 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G102 11,13
AHU G102-2 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G102 15,17
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 G103-2 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G103 15,17
AHU G103-1 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G103 11,13
AHU G104-1 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G104 11,13
AHU G104-2 AIR HANDLING UNIT 240V/NF/NEMA1 1,2 G104 15,17
AHU G105-1 AIR HANDLING UNIT 240V/NF/NEMA1 1-4 G105 7,9
DATE DESCRIPTION REV
12/19/19
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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.
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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E 1
50 . A
LP
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TT
A, G
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PH
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E: 770.8
64.1
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AX
: 770.8
64.1
790
dw
elld
esig
nstu
dio
.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
9 1
2:1
1:0
1 P
MC
:\R
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1825501
PANELSCHEDULES
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24180Ladd D. Marks
DATE DESCRIPTION REV
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
TOTAL LOAD 23.9 kVA 23.9 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 23.6 kVA 1.00 23.6 kVA
RECEPTACLE LOAD NEC
LIGHTING LOAD 0.2 kVA 1.25 0.3 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 23.9TOTAL PANEL LOAD (KVA/Ø): 6.2 7.6 10.1
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
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: 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
TOTAL LOAD 23.8 kVA 23.9 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 23.6 kVA 1.00 23.6 kVA
RECEPTACLE LOAD NEC
LIGHTING LOAD 0.2 kVA 1.25 0.3 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 23.8TOTAL PANEL LOAD (KVA/Ø): 6.1 7.6 10.1
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
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: 125 A MLO BRACING: 22 KAIC
BUSSING: 125 A CU ROOM: TENANT G102 G102 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G102
ENCLOSURE: NEMA 1
DEMAND AMPS 71.3 A
TOTAL LOAD 25.6 kVA 25.7 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 25.4 kVA 1.00 25.4 kVA
RECEPTACLE LOAD NEC
LIGHTING LOAD 0.2 kVA 1.25 0.3 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 25.6TOTAL PANEL LOAD (KVA/Ø): 7.0 8.3 10.3
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
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: 150 A MLO BRACING: 22 KAIC
BUSSING: 150 A CU ROOM: TENANT G103 G103 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G103
ENCLOSURE: NEMA 1
DEMAND AMPS 56.8 A
TOTAL LOAD 20.4 kVA 20.5 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 20.2 kVA 1.00 20.2 kVA
RECEPTACLE LOAD NEC
LIGHTING LOAD 0.2 kVA 1.25 0.3 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 20.4TOTAL PANEL LOAD (KVA/Ø): 5.3 6.8 8.3
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
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: 100 A MLO BRACING: 10 KAIC
BUSSING: 100 A CU ROOM: TENANT G104 G104 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G104
ENCLOSURE: NEMA 1
DEMAND AMPS 51.4 A
TOTAL LOAD 18.4 kVA 18.5 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 18.2 kVA 1.00 18.2 kVA
RECEPTACLE LOAD NEC
LIGHTING LOAD 0.2 kVA 1.25 0.3 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 18.4TOTAL PANEL LOAD (KVA/Ø): 6.5 9.1 2.8
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
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: 125 A MLO BRACING: 10 KAIC
BUSSING: 125 A CU ROOM: TENANT G105 G105 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G105
ENCLOSURE: NEMA 1
12/19/19
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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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ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
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12/20/2019 CITY PERMIT & BID SET X
24180Ladd D. Marks
DATE DESCRIPTION REV
DEMAND AMPS 27.5 A
TOTAL LOAD 9.9 kVA 9.9 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 9.5 kVA 1.00 9.5 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.2 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 9.9TOTAL PANEL LOAD (KVA/Ø): 3.4 3.3 3.2
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
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: 125 A MLO BRACING: 10 KAIC
BUSSING: 125 A CU ROOM: TENANT G201 G201 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G201
ENCLOSURE: NEMA 1
DEMAND AMPS 32.1 A
TOTAL LOAD 11.5 kVA 11.6 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 11.2 kVA 1.00 11.2 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.1 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 11.5TOTAL PANEL LOAD (KVA/Ø): 3.9 3.9 3.7
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
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: 100 A MLO BRACING: 10 KAIC
BUSSING: 100 A CU ROOM: TENANT G202 G202 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G202
ENCLOSURE: NEMA 1
DEMAND AMPS 46.7 A
TOTAL LOAD 16.8 kVA 16.8 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 16.5 kVA 1.00 16.5 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.1 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 16.8TOTAL PANEL LOAD (KVA/Ø): 0.3 8.2 8.2
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
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: 100 A MLO BRACING: 10 KAIC
BUSSING: 100 A CU ROOM: TENANT G204 G204 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G204
ENCLOSURE: NEMA 1
DEMAND AMPS 28.2 A
TOTAL LOAD 10.1 kVA 10.2 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 9.8 kVA 1.00 9.8 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.1 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 10.1TOTAL PANEL LOAD (KVA/Ø): 0.3 4.9 4.9
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
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: 100 A MLO BRACING: 12 KAIC
BUSSING: 100 A CU ROOM: TENANT G205 G205 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G205
ENCLOSURE: NEMA 1
DEMAND AMPS 34.9 A
TOTAL LOAD 12.5 kVA 12.6 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 12.1 kVA 1.00 12.1 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.2 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 12.5TOTAL PANEL LOAD (KVA/Ø): 0.4 6.1 6.1
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
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: 100 A MLO BRACING: 12 KAIC
BUSSING: 100 A CU ROOM: TENANT G206 G206 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G206
ENCLOSURE: NEMA 1
DEMAND AMPS 34.7 A
TOTAL LOAD 12.5 kVA 12.5 kVA
* OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK-ON 4. LOCK-OFF KITCHEN LOAD 0.65
EQUIPMENT LOAD 1.00
HVAC LOAD 12.1 kVA 1.00 12.1 kVA
RECEPTACLE LOAD 0.2 kVA NEC 0.2 kVA
LIGHTING LOAD 0.1 kVA 1.25 0.2 kVA
PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD
TOTAL CONNECTED KVA: 12.5TOTAL PANEL LOAD (KVA/Ø): 0.3 6.1 6.1
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
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: 100 A MLO BRACING: 10 KAIC
BUSSING: 100 A CU ROOM: TENANT G203 G203 MOUNTING: SURFACE MOUNTED
VOLTAGE: 120/208 Wye PH: 3 WIRE: 4PANEL: G203
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
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
9 1
2:1
1:1
5 P
MC
:\R
evi
tLoca
l20
18\1
920
92
ME
P -
Cum
min
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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
12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
9 1
2:1
1:1
7 P
MC
:\R
evi
tLoca
l20
18\1
920
92
ME
P -
Cum
min
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en
ter
(Bu
ildin
g G
) R
18_
nic
kmig
3.r
vt
E1-01
NM LM
1825501
MAIN LEVELFLOOR 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
12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/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
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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
12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/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
12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
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12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
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A.1
A
A.2
1.4 5.6
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SLE
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A1
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A1
A1
A1
A1
A1
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A1
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D1
D1
D1E
D1
D1
XL
A1A1 A1
Z1
EM1 EM1EM1
EM1
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3 3
Z3
Z3
Z3
Z3
Z3 Z3
Z1 Z1Z1
Z3 Z3 Z3
Z3
Z3
Z3
Z3
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D1
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V1
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2
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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
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G205 - 1
G204 - 1
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G202 - 1
G201 - 1
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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
n
s t u
d i o
d w
e l l
3655 B
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OK
SID
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/19/1
9 1
2:1
1:2
6 P
MC
:\R
evi
tLoca
l20
18\1
920
92
ME
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12/20/2019 CITY PERMIT & BID SET X
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
DATE DESCRIPTION REV
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
dw
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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:
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.
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
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50 . A
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PH
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E: 770.8
64.1
035 F
AX
: 770.8
64.1
790
dw
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esig
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.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:15
PM
C:\R
evitLo
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l20
18
\192
09
2 M
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GENERALNOTES,
LEGENDS, &SYMBOLS
CU
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CU
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004
0
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
DATE DESCRIPTION REV
C
dw
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desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:17
PM
C:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
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ter
(Bu
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1825501
SCHEDULES
CU
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CA
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ON
HW
Y.
CU
MM
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004
0
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:18
PM
C:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
en
ter
(Bu
ildin
g G
) R
18
_h
cog
sw
ell.
rvt
P1-01
BHC KLG
1825501
MAIN LEVELFLOOR PLAN
-WATER & GAS
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
4. NATURAL GAS SERVICE FOR TENANT G202 BY UTILITY COMPANY. MAX. TOTAL CONNECTED LOAD = 267 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)
DATE DESCRIPTION REV
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
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:19
PM
C:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
en
ter
(Bu
ildin
g G
) R
18
_h
cog
sw
ell.
rvt
P1-02
BHC KLG
1825501
UPPER LEVELFLOOR PLAN -WATER & GAS
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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)
4. 3/4" NG @ < 2 PSI UP TO RTU-202-1 (125 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
DATE DESCRIPTION REV
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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.:
2/2
0/2
020
10:2
6:0
7 A
MC
:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
en
ter
(Bu
ildin
g G
) R
18
_h
cog
sw
ell.
rvt
P2-01
BHC KLG
1825501
MAIN LEVELFLOOR PLAN -
DWV
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:22
PM
C:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
en
ter
(Bu
ildin
g G
) R
18
_h
cog
sw
ell.
rvt
P2-02
BHC KLG
1825501
UPPER LEVELFLOOR PLAN -
DWV
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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:
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:23
PM
C:\R
evitLo
ca
l20
18
\192
09
2 M
EP
- C
um
min
g C
ity C
en
ter
(Bu
ildin
g G
) R
18
_h
cog
sw
ell.
rvt
P3-00
BHC KLG
1825501
ROOF PLAN -PLUMBING
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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.
DATE DESCRIPTION REV
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.
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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.
DISCLAIMER:
SEAL:
ISSUE
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
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PM
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031113Kenneth Gonzalez, P.E.
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
DATE DESCRIPTION REV
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
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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
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s t u
d i o
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l l
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SID
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64.1
035 F
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: 770.8
64.1
790
dw
elld
esig
nstu
dio
.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:25
PM
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
SCALE: NTSP4-01
1 WATER SERVICE ENTRANCE RISER DETAIL W/PRVSCALE: NTSP4-01
2 ROOF HYDRANT DETAIL
DATE DESCRIPTION REV
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
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desig
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tudio
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RE
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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.
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
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50 . A
LP
HA
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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
elld
esig
nstu
dio
.com
REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/20/2
01
9 3
:22
:27
PM
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RISERDIAGRAMS
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031113Kenneth Gonzalez, P.E.
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.
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.
4. NATURAL GAS SERVICE FOR TENANT G202 BY UTILITY COMPANY. MAX. TOTAL CONNECTED LOAD = 267 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 VALVED AND CAPPED FOR FUTURE TENANT (142 CFH MAX)
6. 3/4" NG @ < 2 PSI UP TO RTU-201-1 (180 CFH)
7. 3/4" NG @ < 2 PSI UP TO RTU-202-1 (125 CFH)
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
DATE DESCRIPTION REV
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
C
dw
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desig
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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.
DISCLAIMER:
SEAL:
ISSUE
d e
s i g
n
s t u
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3655 B
RO
OK
SID
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: 770.8
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REVISION
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/1
9 5
:21
:52
PM
C:\R
evitLo
cal2
018
\192
092
ME
P -
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1825501
FIREPROTECTION
CRITERIASHEET
CU
MM
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CIT
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BU
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G
CA
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ON
HW
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CU
MM
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, G
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004
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12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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
DATE DESCRIPTION REV
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
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/1
9 5
:21
:52
PM
C:\R
evitLo
cal2
018
\192
092
ME
P -
Cu
mm
ing C
ity C
ente
r (B
uild
ing G
) R
18_
MZ
en
g@
mcveig
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ang
um
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m.r
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F1-01
MZ KLG
1825501
MAIN LEVELFLOOR PLAN -
FIREPROTECTION
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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#
DATE DESCRIPTION REV
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
C
dw
ell
desig
n s
tudio
s-
ALL R
IGH
TS
RE
SE
RV
ED
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.
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
DATE DESCRIPTION INCLUDED
ISSUED FOR CONSTRUCTION
email: mail@McVeighMangum.com
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
/18/1
9 5
:21
:53
PM
C:\R
evitLo
cal2
018
\192
092
ME
P -
Cu
mm
ing C
ity C
ente
r (B
uild
ing G
) R
18_
MZ
en
g@
mcveig
hm
ang
um
.co
m.r
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F1-02
MZ KLG
1825501
UPPER FLOORPLAN - FIRE
PROTECTION
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
12/20/2019 CITY PERMIT & BID SET
031113Kenneth Gonzalez, P.E.
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#
DATE DESCRIPTION REV