attachment b – plans & drawings

Codes:

International Building Code, 2012 Edition,with Georgia Amendments (2014)International Fire Code, 2012 Edition,with Georgia Amendments (2014)International Plumbing Code, 2012 Edition,with Georgia Amendments (2014)International Mechanical Code, 2012 Edition,with Georgia Amendments (2014)International Fuel Gas Code, 2012 Edition,with Georgia Amendments (2014)National Electrical Code, 2011 Edition,no amendmentsInternational Energy Conservation Code, 2009 Edition,with Georgia Supplements and Amendments (2011)(2012)Life Safety Code, NFPA 101, 2012 Edition,with Georgia Amendments

Notes:

Georgia Amendments for Life Safety Code are not currentlyfunctional on state web site.

All suppliers including metal building provider shall comply withthe requirements of these codes and all other statutoryrequirements in force at the time of construction.

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155 Franklin StreetMacon, GA 31201.1958

P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com

MMXIV, McLees, Boggs & Selby Inc.These drawings, as instruments of service,remain the property of the Architect.Unauthorized use or reproduction is forbidden.

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Structural Consultant:Pi-Tech Inc.1063 Walnut StreetMacon, GA 31201478.743.5600www.pi-techinc.com

Mechanical / Plumbing / ElectricalNBP Engineers316 Corporate ParkwayMacon, GA 31210478.745.1691www.nbpengineers.com

5 June 2014WGMcWGMc

13.090

Title Drawing

T100

Renovations toJohn Drew Smith Tennis Center3280 North Ingle PlaceMacon-Bibb Co, Georgia 31210

Mayor Robert ReichertDale "Doc" Dougherty, Exec Director, Parks & RecreationCarl Hodge, Tennis Pro

MBS Architects, P.O. Box 975, Macon, GA 31202MBS Job No. 13.090

StructuralS000 General NotesS001 General NotesS100 First Floor Framing PlanS200 Second Floor Framing PlanS300 Roof Framing PlanS400 Column Schedule and DetailsS500 Details and SectionsS600 Details and Sections

MechanicalM001 Abbreviations, Legends, and SchedulesM002 SchedulesM201 First Floor Plan - New WorkM202 Second Floor Plan - New WorkM203 Roof Plan - New WorkM501 DetailsM502 DetailsMD101 First Floor Plan - Demolition

ElectricalE001 Legend and ScheduleE201 First Floor Plan - New Work - LightingE202 Second Floor Plan - New Work - LightingE301 First Floor Plan - New Work - Power and SystemsE302 Second Floor Plan - New Work - Power and SystemsE401 Riser DiagramsED101 First Floor - Demolition - LightingED102 First Floor Demolition - Power

PlumbingP001 Legend, Schedule, Notes, and DetailsP201 First Floor Plan - New WorkP202 Second Floor Plan - New WorkP401 RisersP402 RisersP501 DetailsP502 DetailsP503 DetailsPD101 Plumbing Demolition

T100 Title Drawing

DemolitionD101 Demolition Floor Plan

ArchitectureA101 Overall Site PlanA102 Enlarged Site PlanA103 Existing ConditionsA104 First Floor Plan - New WorkA105 Second Floor Plan - New WorkA106 Roof PlanA201 Framed Opening ScheduleA202 Storefront ElevationsA203 Jamb/Head DetailsA204 Finish ScheduleA301 Building ElevationsA302 Building ElevationsA401 Reflected Ceiling Plan - First FloorA402 Reflected Ceiling Plan - Second FloorA501 Building SectionsA502 Building SectionsA503 Building SectionsA504 Building SectionsA510 Wall SectionsA511 Wall SectionsA512 Wall SectionsA520 Wall DetailsA521 Wall DetailsA601 Isometric ViewA602 View AA603 View BA604 View CA701 Interior ElevationsA702 Interior ElevationsA801 Interior DetailsA802 Casework DetailsA901 First Floor - FinishesA902 Second Floor - Finishes

No Scale1 Building Code Requirements List of Drawings

SIM SimilarSPEC(S) Specification(s)SQ SquareSS Stainless SteelSTD StandardSTL SteelSTOR StorageSTRUCT StructuralSUSP Suspended

T&G Tongue and GrooveT/FTG Top of FootingTB6 Tackboard (6' width)TK Thick(ness)TOC Top of CurbTYP Typical

U/C Under CounterUNO Unless Noted OtherwiseUTIL Utility

VCT Vinyl Compostion TileVERT VerticalVG Vision GlassVHDCT Vibrated Heavy Duty Ceramic Tile

(Clinker Tile)VJ Vertical Joint (in Masonry)VTR Vent Thru RoofVWC Vinyl Wall Covering

W WestW.CAB. Wall CabinetW/ WithWC Water ClosetWG Wired GlassWR Water ResistantWRGWB Water Resistant Gypsum WallboardWSCT WainscotWWF Welded Wire Fabric

MATCH Match ExistingMAX MaximunMB12 Markerboard (12' width)MCJ Masonry Control Joint (in face

brick)MECH MechanicalMFR ManufacturerMIN MinimumMM MillimeterMO Masonry OpeningMTL Metal

N NorthNIC Not in ContractNO NumberNOM NominalNTS Not to ScaleNVG Non-vision Glass

O/C On CenterOD Outside DiameterOH Opposite HandOPNG Opening

PAPER T Paper Towel DispenserPb LeadPG paint gradePLAM Plastic LaminatePLAS PlasterPLYWD PlywoodPR PairPT Pressure Treated; PaintPTD Painted, Paper Towel Dispenser

QNTY QuantityQT Quarry Tile

R RadiusRCP Reflected Ceiling PlanRD Roof DrainRE referREF RefrigeratorREINF Reinforced(ing)REQD RequiredRESIL ResilientRF Radio FrequencyRO Roof Overflow; Rough OpeningRTU Root Top Unit (Mech)

S SouthSA Sound AttenunationSCHED ScheduleSCW Solid Core WoodSDFT Static Dissipative Floor TileSECT SectionSF Square FootSG Safety Glass; Spandrel GlassSHLF ShelfSHLVS ShelvesSHT Sheet

ELEC Electric(al)ELEV ElevationEMER EmergencyENCL EnclosureEOS edge of slabEQ EqualEQUIP EquipmentETR Existing to RemainEW Each WayEXIST Existing

FA Fire AlarmFAP Fire Annunciuator PanelFB Flat BarFD Floor DrainFE Fire ExtinguisherFEC Fire Extinguisher CabinetFFE Finished Floor ElevationFIN FinishFLR FloorFLUOR FluorescentFT Foot; Feet.

GAL gallonGALV GalvanizedGB Grab BarGC General ContractorGL Glass; Glazing.GPC Ground and Polished ConcreteGWB Gypsum WallboardGYP Gypsum

HC HandicappedHCDF Handicapped Drinking FountainHDWD HardwoodHDWRE HardwareHM Hollow MetalHORIZ HorizontalHR HourHSKNG Housekeeping (Closet)HT HeightHWH Hot Water Heater

ID Inside DiameterINCAN IncandescentINSUL InsulationINT Interior

JAN JanitorJST Joist(s)JT Joint

K Lav Kid-height LavatoryKWC Kid-size Water Closet

LAM LaminateLAV LavatoryLb(s) PoundsLG Light Gauge (18 GA UNO);

Laminated Glass.LT Light

36GB Type A Grab Bar (36")42GB Type B Grab Bar (42")

A.F.F. Above Finished FloorA/C Air ConditioningA/V Audio/VisualABV AboveACOUS AcousticalADJ Adjustable; AdjacentAHU Air Handling UnitALUM AluminumAPPROX ApproximateARCH Architect

B.CAB. Base CabinetB.J. Building (Expansion) JointB.PL. Base PlateBLDG BuildingBLKT BlanketBOC Bottom of CurbBRG BearingBRG.PL. Bearing PlateBUR Built Up Roofing

C.G. Corner GuardC.J. Control JointC.O. Cased OpeningCAB CabinetCEM CementCER CeramicCLG CeilingCLR ClearCLST ClosetCMU Concrete Masonry UnitCONC ConcreteCONT ContinousCORR CorrugatedCPT CarpetCS-T Cast Stone - TCT Ceramic TileCTR CenterCU Combination UnitCWC Countertop Waste Chute

DBL DoubleDEMO Demolish; DemolitionDF Drinking FountainDIA DiameterDIM DimensionDN DownDR DrawerDS Down SpoutDTL DetailDW DishwasherDW.MTL. Drywall Metal (22 GA. UNO)DWG Drawing

EA EachEIFS Exterior Insulation & Finish SystemEJ Expansion JointEJC Expansion Joint Cover

Abbreviations

1

1

2

2

3

3

4

4

5

5

6

6

A

B

C

D

E

F

46'-

1 1/

4"

15'-2" 15'-2" 15'-2" 15'-2" 5'-4"

15'-

7"16

'-0"

16'-

0"16

'-0"

15'-

7"

15'-2" 15'-2" 15'-2" 15'-2" 5'-4"

CL

Remove all existing finishesincluding floor and wall tilein spaces to be renovated.Repair damage to substratesthat occurs during removalof finishes.

Remove all existing finishesincluding floor and wall tilein spaces to be renovated.Repair damage to substratesthat occurs during removalof finishes.

Dashed lines indicate walls, doors,windows, plumbing fixtures, and otheritems to be demolished and removed.

Remove existing sign board in its entirety.

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P.O. Box 975Macon, GA 31202.0975

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5 June 2014WGMcWGMc

13.090

Demolition Floor Plan

D101 1/4" = 1'-0"

1 Demolition Plan

36'-0"

76'-

0"

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5 June 2014WGMcWGMc

13.090

Overall Site Plan

A101

1" = 50'-0"1 Overall Site Plan

ProjectNorth

This plan is included to locate thefacility within the John Drew Smith TennisCenter complex.

SHOWER

SHOWER

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5 June 2014WGMcWGMc

13.090

Enlarged Site Plan

A102 1/16" = 1'-0"

1 Enlarged Site Plan

ProjectNorth

This plan is included only to locate thefacility within the John Drew Smith TennisCenter complex.

This plan is included to locate thefacility within the John Drew Smith TennisCenter complex.

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5

5

6

6

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D

E

F

15'-2" 15'-2" 15'-2" 15'-2" 5'-4"

15'-

7"16

'-0"

16'-

0"16

'-0"

15'-

7"

15'-2" 15'-2" 15'-2" 15'-2" 5'-4"

CL

-

This existing conditions drawing isprovided to show basic floor plan layout.Architect does not warrant that drawingis complete or that drawing is entirelydimensionally accurate. However, drawingis a good faith effort to represent information.

A limited number of earlier contract documentshave been located. PDFs of same will be releasedto interested bidders. However, completeexisting conditions drawings are not available.

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478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Existing Conditions

A103 1/4" = 1'-0"

1 Existing Conditions

UP

UP

1

1

2

2

3

3

4

4

5

5

6

6

A

B

C

D

E

F

CL

1A501

2A501

7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 5'-4"

8'-0

"8'

-0"

8'-0

"8'

-0"

8'-0

"8'

-0"

8'-0

"8'

-0"

7'-7

"

7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 7'-7" 5'-4"

Vestibule113

Hall115

M Toilet106

Meeting Room109

Dressing116

Mech/Elec120

Closet119

F Toilet121

Office123

Office124

Closet125

Closet126

DF

New AreaHeavily Renovated AreaMinimally Renovated Area

712 SF2348 SF1069 SF

M Lavatories107

Hskng105

Machine Room104

Lockers114

F Lavatories117

Office112

Vestibule111

Pro Shop110

Lobby102

Elevator103

Reception

Pro ShopCheckout

Closet108

Closet122

Ice118

Sig

nup

win

dow

s fo

rto

urna

men

ts.

Shower

Changingstation.

Changingstation.

Shower

5'-4

"

2A502

2A502

1A503

1A503

2A503

2A503

104

103

105

106

Entrance Lobby101

110 111

112

112A

112B

112C

116

119

116

107

117

118

114A114

113A113 23

24 13

15

45 46

122

121

A701 7

6

8

A701 4

A7015

A701

13

A701

12

A7028

A702

10

9

A701

1

2

A70110

A702

3

A702

7

11

1

4 2

5

6

A701

9

3

Reception110A

1A504

1A504

2A504

2A504

5 1/2" 2'-3" 5 1/2" 13'-5 3/4" 3 1/2" 5'-5 3/4" 3 1/2" 9'-0 1/4" 5 1/2"

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

5'-0 5/8" 1" 2'-10"1"

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

5 1/2" 10'-3" 3 1/2" 5'-3 1/4" 3 1/2" 4'-9 1/2" 5 1/2"

3 1/2" 8'-1 1/4" 3 1/2" 6'-4 3/4" 5 1/2" 10'-3" 3 1/2" 3'-11 1/2"3 1/2"

6'-1 1/4" 5 1/2"

2'-9"1"

2'-9"1"

2'-9"1"

2'-9 5/8" 3 1/2"

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

1'-0

"5

1/2"

7'-1

1/4

"7'

-5 1

/4"

8"5

1/2"

13'-

9"5

1/2"

8"7'

-4 1

/2"

8'-7

1/2

"

2'-4

1/2

"4'

-6"

4'-6

"2'

-4 1

/2"

4'-1" 5 1/2" 25'-9 1/2" 2'-0" 12'-10 3/4" 5 1/2"

1'-4 5/8" 7'-0 1/4"

5'-9"

8'-7

5/8

"7'

-3 3

/8"

7'-4

3/8

"

6'-9

3/8

"5

1/2"

6'-4

"5

1/2"

2 5/

8"

betw

een

str i

nger

s3'

-7 7

/8"

3 1/2" 3'-2"

1'-1" 5 1/2"

14'-

7 1/

2"3

1/2"

7'-8

1/2

"3

1/2"

7'-8

1/2

"3

1/2"

14'-

4 3/

4"5

1/2"

1'-0

"

7'-0

"7"

3 1/

2"9'

-10

1/2"

3 1/

2"7'

-8 1

/2"

3 1/

2"9'

-3 3

/4"

5 1/

2"

2'-6"

3 1/

2"3'

-0"

3 1/

2"8'

-4"

1A801

112D

1A502

1A502

6'-9 1/4"

4'-8 1/2" 3 1/2"

101

102

3'-0"

S1

Stop new siding atthis inside corner.

DS

S1

S2

S1

S2

S2S2

S1

S1

S3

S1

S3

S1 S1

S3

S3

S3

S2 S2

S2

10"8"

DS

Repaint all exposed wood atexisting building to remain.

Repaint all exposed wood atexisting building to remain.

5 1/2"2 5/8" between stringers

4'-6 7/8"

4 tr

e ads

3'-8

"1'

-0"

14 treads12'-10"

5'-6 3/4"DS

Provide two layers5/8" Type X GWBover 7/8" furringchannels at southand west walls.

140

A202

1

A202 2

A202 3

A202 4

7A511

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

6'-5

"4"

3'-8

"6"

6'-7" 3'-8" 5'-7"

C.J

.

C.J

.

C.J

.

C.J.

C.J

.

C.J

.

C.J

.

C.J

.

C.J

.

7'-7

"

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

C.J.

C.J

.

Remove existing paving where new pavingis indicated. Work new paving to existing.Consult with Architect relative to exactdimensions and elevations.




Rem

ove

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pavi

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new

pav

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is in

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exi

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Arc

hite

ct r

elat

ive

to e

xact

dim

ensi

ons

and

elev

atio

ns.

Rem

ove

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pavi

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here

new

pav

ing

is in

dica

ted.

Wor

k ne

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avin

g to

exi

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g.Con

sult

with

Arc

hite

ct r

elat

ive

to e

xact

dim

ensi

ons

and

elev

atio

ns.

New 4" ConcreteSidewalk.

New 4" ConcreteSidewalk.

New

4"

Con

cret

eSid

ewal

k.

14

2A104

1'-6"

2'-6

"1'

-0 5

/8"

1'-6"

2'-2" 5'-9" 2'-11" 8'-8" 4'-10 1/2" 5'-0"

11 1/2"

2A801

A702

11

FEC

3" dia gate post.

Provide 3 cashier windows.C.R. Laurence SCW103C. Provide1/4" clear tempered glass, speakhole, stainless steel shelf withdeal tray. Unit measures 2'-6" wideby 4'-6" high by 1"-6" deep (at shelf).

5'-0

5/8

" 3 1/

2"

3'-2

1/2

"

3 1/

2"5'

-10"

3 1/

2"9

3/8"

Typically, building framing and other elementsto the right (east) of Column Line 6 are to remainin place as is. Limited exceptions are indicatedon the drawings.

Where existing exterior walls are indicated bylight lines, these walls do not change position butrequire re-framing to the proper bearing elevationto support second floor framing.

Existing interior walls toremain at this space. Extendheight of these walls tounderside of new floorframing above.

S1, S2, and S3 indicateextent of each color of7.2 metal siding.

5 3/

8"

Note that dimensions are based on presumed dimensionsof existing building. Consult with Architect if a discrepancyis identified.

Provide 1-hour constructionat Spaces 103 and 105.

Consult with Architect before locatingOpening 104. (It may move to eastwall of space.)

Sign EP2302

Sign EP2304

Sign EP2304

Sign EP2302

A204 1

2" 3 3/8"

Wagner WR3900W

Provide hole in tubeto allow access to bolt.Attach handrail bracketprior to installing tube.

Aluminum clipangle at top andbottom of tube.

Reinforce interior ofvertical mullions ifrecommended bymanufacturer to supporthandrail.

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5 June 2014WGMcWGMc

13.090

First Floor Plan - New Work

A104

1/4" = 1'-0"1 First Floor Plan - New Work

ProjectNorth

3" = 1'-0"2 Handrail Bracket

See also 14/A701.

DN

REF.

DN

1 2 3 4 5 6

A

B

C

D

E

F

CL

1A501

F Toilet204

M Toilet205

Conference206

Exterior Deck210

Exterior DeckInterior SpaceTwo-story Open Space

1757 SF2496 SF440 SF

Open to Below

Vending Machines (N.I.C.)

Roof Area

Hskng202

Vending203

Gathering Area201

Exterior Deck210

Office209

Vestibule207

Hall208

15'-2" 15'-2" 15'-2" 15'-2"

3 1/4"2 1/4"

2A501

2A502

2A502

1A503

2A503

A701

1

2

3

A702

13

14

A702

12

A702

211

202

204 205

206

206A

207

208

209

208A

201C

201B

Elevator211

1A504

1A504

2A504

6'-1

1 1/

32"

10'-

3"

6'-9 1/4"

6'-0" 7'-4"

6'-0"

6'-0"

6'-0"

S3

S2 S2

S2

S1

S1

DS

S1

S1 S1

S3

S3

S1

S2

S1

S2

S2S2

S1

A202

5

A202

6

A202 7

A202 8

A202 9

A202 10

A202

11

5 1/

2"1'

-0"

3'-7

1/4

"3

1/2"

12'-

0 3/

4"5

1/2"

3'-4" 3'-0" 2'-6" 3'-0" 3'-4"

3'-0

"2'

-6"

3'-0

"2'

-6"

3'-0

"1'

-8"

3'-0" 2'-6" 3'-0" 2'-8"

3'-0

"2'

-0"

2'-0

"3'

-0"

201M

A20212

L L

L

L

L

L L

M

M

5 1/2" 15'-4" 5 1/2"

3 1/

2"3'

-2 1

/4"

2'-1

0 1/

4"3

1/2"

7'-0

"2'

-1"

6'-9

3/8

"5

1/2"

9'-4

1/8

"5

1/2"

5 1/2" 7'-6" 3 1/2" 7'-6 1/2" 5 1/2"

16

1'-6 5/8"1'-6 5/8"

15

3 1/

4"4'

-7"

Dimensions denote CL of 1 1/2" squareposts at second floor guardrail.

FEC

2A521

Top treadis level withsecond floor.

Provide 1-hour constructionat Spaces 202 and 211.

Indicates outer faceof wall below.

Indicates edgeof sloped roof.

Indicates edgeof sloped roof.

Indicates outer faceof wall below.

Indicates window typesL and M. See A202.

5 3/

8"

S1, S2, and S3 indicateextent of each color of7.2 metal siding.

Provide traffic surface waterproofingover entirety of new concrete deck.Refer to Spec Section 07 1800.

Sign EP2304

Sign EP2302

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Revisions


P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Second Floor Plan - NewWork

A105

1/4" = 1'-0"1 Second Floor Plan - New Work

ProjectNorth

ProjectNorth

1 2 3 4 5 6

A

B

C

D

E

F

CL

1A501

2A501

2A502

2A502

1A503

2A503

2A503

1A504

1A504

2A504

2A504

1A502

1A502

Provide rigid insulationcricket as indicated.Slope 1/2:12.

Single-ply roofingover taperedpolyisocyanurateinsulation over5/8" plywoodsheathing. Slopeat 1/4:12.

Single-ply roofing 07 5400over 3-1/2" polyisocyanurateinsulation over 3/4" plywoodsheathing. Stucture slopes at1/4:12.

Begin gutter.

4x4" downspout.

End gutter.

Begin gutter.

5x6" downspout.

End gutter.

Begin gutter.

4x4" downspout.End gutter.

Fabric Sail A

Fabric Sail B

Fabric Sail C

Fabric Sail D

Fabric Sail E

Single-ply roofing over 3-1/2"polyisocyanurate insulation over5/8" plywood sheathing. Providetapered insulation above regularinsulation. Slope at 1/4:12.

2A521

5" 14'-4" 5"

5"14

'-9"

5"5"

15'-

2"5"

5"15

'-2"

5"5"

15'-

2"5"

5"14

'-9"

5"

Low Eyeboltat 20'-4"




High Eyeboltat 27'-2"
















At two roof areas where 3/4-inch plywood decking is required,provide T1-11 plywood iwith groove side down. Align groovesone sheet to the next and orient grooves perpendicular to framing.Note that most such decking will be exposed to below. Take care tonail siding in place so that nails penetrate the framing. Remove anyfasteners that are not contained within framing.

To right (east) of Column Line 4, framing/decking will be concealed.5/8-inch decking may be used in this area.

Remove existing shingle roofingand provide new standing seammetal roofing.

Remove existing shingle roofingand provide new standing seammetal roofing.

Remove existing shingle roofingand provide new standing seammetal roofing - 07 4113.

See Drawing A512 for typicalstanding seam roofing details.

Provide new gutter and downspoutsystem sized to match existingwhen new metal roofing is installed.

New roofing, gutter, and downspoutsto match Siding Color S-3.

Provide new continuous gutterat new SS metal roofing.

Single-ply roofing 07 5400over 3-1/2" polyisocyanurateinsulation over 3/4" plywoodsheathing. Stucture slopes at1/4:12.

Provide three galvanizedroof vents. Paint tomatch roofing. ModelRDVG7 by Luxury Metals.

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5 June 2014WGMcWGMc

13.090

Roof Plan

A106

ProjectNorth

1/4" = 1'-0"1 Roof Plan

Fabric Sails are included in the project:

Furnish and install five sails as indicated.

Source: ShadeSails LLC, Port Isabel, TX.

Provide Commercial quality with Stainlesssteel cabled perimeter and extrareinforcement. Continuous cable with clampsSewed with Solar Fix thread.

Fabric to be Monotec 370 Series "Koonunga- Dark Green" (Fabric Sails B and D) and"Marrocan - Terracotta" (Fabric Sails A, C,and E.)

Provide all required accessories for acomplete installation.

SCW2SCW1

7'-0

"

Varies

7'-0

"

Varies

Solid Core WoodPaint Color P-5

Solid Core WoodPaint Color P-5

Medium Stile Alum Door -YKK AP 35D/35XT -

Clear Anodized

ALUM1

7'-0

"

Varies

10"

3 1/2"

8" 8"

8"3'

-0"

8"1'

-10"

10"

S-2/S-3

S-2/S-3

7'-0

"

3'-0" 3'-0"

7'-0

"7'

-0"

ALUM2Medium Stile Alum Door -

YKK AP 35XT -Clear Anodized

HM3

7'-0

"

3'-0"

Flush Hollow MetalInsulated.

Paint to matchadjacent 7.2 siding.

S-3/IG-3 IG-3

HM1Painted HollowMetal Frame

7'-0

"2"

2" Varies 2"


3'-4

"2"

3'-6

"2"

2" 3'-0" 2"

AL1Clear Anodized

Aluminum Frame

7'-0

"1

1/2"

1 1/2" Varies 1 1/2"


3'-4

"2"

3'-6

"2"

2" 2'-5" 2" 2'-5" 2"

Provide S-1where safetyglazing isnot requiredby code.

Provide S-1where safetyglazing isnot requiredby code.

Level 10"

E

7"5"

5"5"

5"5"

5"5"

7"5"

5"5"

5"7"

4'-8"

3'-6

"

HSS3x3x5/16" gate post.

1" dia. horizontal pipes.

1 1/2x1 1/2" vertical post.

1 1/2" dia. pipe top rail. Providealso for bottom rail at gate.

1" dia. pipediagonal braceat gate.

Provide surface-mountbutt hinges. Providelatch that can acceptpadlock. (Padlock byOwner.)

3" 6"

4'-6

"9"

Provide 6 signsat rest room doors.Mount on strike sideof door at locationsindicated on floor plans.

Purchase and installEP2302 and EP2304from adasignfactory.com.

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P.O. Box 975Macon, GA 31202.0975

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5 June 2014WGMcWGMc

13.090

Framed Opening Schedule

A201

Door Schedule

Mark Qnty Width HeightFrame

ElevationDoor

Elevation Head Jamb Fire Rating HW Set Comments

101 Sngl 3'-0" 7'-0" 2/A302 ALUM1 HW1102 Pair 6'-0" 7'-0" 1/A502 ALUM2 HW2103 Elevator Opng 3'-0" 7'-0" 2/A204 --104 Sngl 3'-8" 7'-0" HM1 HM3 HM JM B-90 HW12105 Sngl 3'-0" 7'-0" HM1 SCW1 HD JD C-45 HW13106 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW15107 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW15110 Sngl 3'-0" 7'-0" 2/A701 ALUM1 HW4111 Cased Opng 5'-0" 7'-0" HM1 CO HB JB --112 Sngl 3'-0" 7'-0" HM1 SCW2 HA JA HW7112A View Window 5'-0" 3'-6" HM3 VW HC JC --112B View Window 3'-0" 3'-6" HM2 VW HC JC --112C View Window 5'-0" 3'-6" HM3 VW HC JC --112D View Window 3'-0" 3'-6" HM2 VW HF JF --113 View Window 5'-0" 3'-6" HM3 VW HC JC --113A Cased Opng 4'-0" 7'-0" HM1 CO HE JE --114 Cased Opng 4'-0" 7'-0" HM1 CO HB JB --114A Cased Opng 4'-0" 7'-0" HM1 CO HE JE --116 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW8117 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW15118 Cased Opng 3'-0" 7'-0" HM1 CO HB JB --119 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW14121 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW15122 Cased Opng 2'-8" 7'-0" HM1 CO HE JE --140 Sngl 3'-0" 7'-0" HM1 HM3 HM JM HW16201B Sngl 3'-0" 7'-0" 1/A502 ALUM1 HW1201C Sngl 3'-0" 7'-0" 1/A502 ALUM1 HW1201M Sngl 3'-0" 7'-0" 2/A302 ALUM1 HW1202 Sngl 3'-0" 7'-0" HM1 SCW1 HD JD C-45 HW13204 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW8205 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA HW8206 Sngl 3'-0" 7'-0" HM1 SCW1 HD JD C-45 HW6206A Sngl 3'-0" 7'-0" HM1 SCW2 HD JD HW9207 Sngl 3'-0" 7'-0" HM1 SCW1 HA JA C-45 HW10208 Cased Opng 3'-0" 7'-0" HM1 CO HE JE --208A Sngl 3'-0" 7'-0" HM1 HM3 HM JM HW16209 Sngl 3'-0" 7'-0" HM1 SCW2 HA JA HW7211 Elevator Opng 3'-0" 7'-0" 2/A204 --

3/8" = 1'-0"1 Door Elevations

3/8" = 1'-0"2 Frame Elevations

HW1: By Storefront Provider (Butts, concealed closer, weatherstrip package, standard pushbar, ADA threshold). Also, Schlage B600 deadbolt.HW2: By Storefront Provider (Butts, concealed closers, weatherstrip package, ADA threshold, concealed automatic top/bottom bolts, with standard panic bar). Also, Schlage B600 deadbolt.HW4: By Storefront Provider (Butts, concealed closer, standard pushbar, silencers). Also, Schlage B600 deadbolt.HW5: By Storefront Provider (Butts, silencers). Also, Schlage L9050, A05 lever, brushed stainless, Type A wrought rose eschuteon, floor or wall stop.HW6: Butts, closer, silencers, Schlage ND70PD, Athens lever, 626 brushed stainless.HW7: Butts, floor or wall stop, silencers, Schlage ND50PD, Athens lever, 626 brushed stainless.HW8: Butts, floor or wall stop, silencers, Schlage ND40S, Athens lever, 626 brushed stainless.HW9: Butts, floor or wall stop, silencers, Schlage ND70PD, Athens lever, 626 brushed stainless.HW10: Butts, closer, silencers, Schlage ND10S, Athens lever, 626 brushed stainless.HW12: Butts, closer, weatherstrip package, ADA threshold, Schlage ND80PD, Athens lever, 626 brushed stainless.HW13: Butts, closer, silencers, Schlage ND80PD, Athens lever, 626 brushed stainless.HW14: Butts, floor or wall stop, silencers, Schlage ND80PD, Athens lever, 626 brushed stainless.HW15: Butts, closer, silencers, stainless steel push plate/pull plate, stainless steel kickplate.HW16: Butts, closers, weatherstrip package, ADA threshold, Schlage ND70PD, Athens lever, 626 brushed stainless.

3/4" = 1'-0"3 Elevation at Exterior Gate

3/8" = 1'-0"4 ADA Restroom Signage

101

1'-0" 3'-1 3/4" 4'-8 1/4"

8'-10"

3'-0

"4'

-0 7

/8"

1'-2

5/8

"

8'-3

1/2

"

YKK 35XT

YKK YES 600

IG-1 (typ)

IG-3 (doors)

See 08 4313 for storefrontand 08 8000 for glazing.

Notes typical for all storefrontglazing indicated on A202.

3'-8

"3'

-4 7

/8"

1'-2

5/8

"

8'-3

1/2

"

4'-0" 4'-0"

8'-0"

102

3'-0

"4'

-0 7

/8"

1'-2

5/8

"

8'-3

1/2

"

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

11'-0"

4"2'

-8"

4'-0

7/8

"1'

-2 5

/8"

8'-3

1/2

"

2'-4" 3'-2" 3'-2" 2'-4"

11'-0"

3'-0

"4'

-0 7

/8"

10 5

/8"

7'-1

1 1/

2"

1'-0" 3'-1 3/4" 4'-8 1/4"

8'-10"

201M

4"2'

-8"

4'-0

7/8

"10

5/8

"

4"7'

-7 1

/2"

4'-1 1/2" 4'-1 1/2"

8'-3"

10 5

/8"

4'-0

7/8

"2'

-8"

4"

7'-7

1/2

"4"

4'-0" 4'-0"

8'-0"

4"2'

-8"

4'-0

7/8

"10

5/8

"

4"7'

-7 1

/2"

3'-2" 3'-2" 3'-2" 3'-2"

12'-8"

201B 201C

3'-0

"4'

-0 7

/8"

10 5

/8"

7'-1

1 1/

2"

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

14'-0"

4"

4"2'

-8"

4'-0

7/8

"10

5/8

"

7'-1

1 1/

2"

3'-2" 3'-2" 3'-2" 3'-2"

12'-8"

4'-7

1/2

"3'

-4"

7'-1

1 1/

2"

3'-0"

4'-0

1/2

"3'

-11"

3'-0"

7'-1

1 1/

2"

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P.O. Box 975Macon, GA 31202.0975

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5 June 2014WGMcWGMc

13.090

Storefront Elevations

A202 3/8" = 1'-0"1 Storefront A

3/8" = 1'-0"2 Storefront B

3/8" = 1'-0"3 Storefront C

3/8" = 1'-0"4 Storefront D

3/8" = 1'-0"5 Storefront E

3/8" = 1'-0"6 Storefront F

3/8" = 1'-0"7 Storefront G

3/8" = 1'-0"8 Storefront H

3/8" = 1'-0"9 Storefront J

3/8" = 1'-0"10 Storefront K

3/8" = 1'-0"11 Window L

3/8" = 1'-0"12 Window M

4 3/

4"Hollow metalframe - 08 1113.

Jamb anchor - 08 1113.

2"

2x4 wood studsat 16" o/c - 06 1000.

5/8" GWB (Type X)at each side - 09 2900.

Sealant - each side - 07 9200.

Sound attenuation blankets(where shown on plan) - 09 2900.

3 1/

2"

4 3/

4"

Hollow metalframe - 08 1113.





3 1/

2"

4 3/

4"



2"





3 1/

2"

Safety glass or fire glass - 08 8000.

6 3/

4"



2"





5 1/

2"

6 3/

4"



2"





5 1/

2"

6 3/

4"



2"





5 1/

2"


Hollow metalframe - 08 1113.2"





See structural drawingsfor header schedule.


































2"


5/8" GWB (Type X) - 09 2900.(Two layers at Opening 104.)


R-19 unfaced batt insulation.

Turn weather barrier intoopening.

7.2 siding into hemmedtrim piece.

Weather barrier on 5/8"plywood sheathing.

At Opening 140, provide7.2 siding on each sideof opening and omit5/8" GWB.

6 3/

4" (

7 3/

8" a

t 10

4)

5/8"

5 1/

2"5/

8"



5/8" GWB (Type X) -09 2900. (Two layersat Opening 104.)

R-19 unfaced batt insulation.


Extend weather barrierover drip edge.

At Opening 140, provide7.2 siding on each sideof opening and omit5/8" GWB.

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Jamb/Head Details

A203

3" = 1'-0"1 Jamb JA

3" = 1'-0"2 Jamb JB

3" = 1'-0"3 Jamb JC

3" = 1'-0"4 Jamb JD

3" = 1'-0"5 Jamb JE

3" = 1'-0"6 Jamb JF

3" = 1'-0"7 Head HA

3" = 1'-0"8 Head HB

3" = 1'-0"9 Head HC

3" = 1'-0"10 Head HD

3" = 1'-0"11 Head HE

3" = 1'-0"12 Head HF

3" = 1'-0"13 Jamb JM

3" = 1'-0"14 Head HM

103

Elevator frameby elevator manufacturer.

Caulk.

MDWEJT03 Edge J-trimat all edges of Finish W-2.

Finish W-2. Attach to GWBwith mastic per manufacturer'sinstructions.

Provide 5/8" GWB on7/8" hat channels at16" o/c.

At Contractor's option,omit hat channels andattach GWB directly to CMU.

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Finish Schedule

A204

Room Schedule

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

101 Entrance Lobby LVT: F-1/F-2 Resilient: B-1 Eggshell on GWB: P-1 Eggshell on Structure: P-5 Note 1, 2, 3102 Lobby LVT: F-1/F-2 Resilient: B-1 Eggshell on GWB: P-1 Eggshell on Structure: P-5103 Elevator LVT: F-2 Laminate: L-3104 Machine Room Sealer on Concrete Resilient: B-1 Unpainted GWB Unpainted GWB105 Hskng Sealer on Concrete Resilient: B-1 Semigloss on GWB: P-1 AC-1106 M Toilet Ceramic Tile: F-3 Ceramic Tile: B-3 Semigloss on GWB: P-5 (See Comment.) AC-1 Tile Wainscot where indicated.107 M Lavatories Ceramic Tile: F-3 Ceramic Tile: B-3 Semigloss on GWB: P-5 AC-1108 Closet LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-1109 Meeting Room Existing Existing Existing Existing110 Pro Shop LVT: F-1/F-2; Carpet: F-4 Resilient: B-1 Eggshell on GWB: P-1 AC-2110A Reception LVT: F-1/F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2111 Vestibule LVT: F-1/F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2112 Office Carpet: F-4 Resilient: B-1 Eggshell on GWB: P-1 AC-2113 Vestibule LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2114 Lockers LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2115 Hall LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2116 Dressing LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-1117 F Lavatories Ceramic Tile: F-3 Ceramic Tile: B-3 Semigloss on GWB: P-5 AC-1118 Ice LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-1119 Closet LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-1120 Mech/Elec Existing Existing Semi-gloss on Existing Existing121 F Toilet Ceramic Tile: F-3 Ceramic Tile: B-3 Semigloss on GWB: P-5 (See Comment.) AC-1 Tile Wainscot where indicated.122 Closet LVT: F-2 Resilient: B-1 Existing Existing123 Office Existing Existing Existing Existing124 Office Existing Existing Existing Existing125 Closet Existing Existing Existing Existing126 Closet Existing Existing Existing Existing201 Gathering Area LVT: F-1/F-2 Resilient: B-1 Eggshell on GWB: P-1 Eggshell on Structure: P-5; Eggshell on GWB: P-1202 Hskng LVT: F-2 Resilient: B-1 Semigloss on GWB: P-1 AC-1203 Vending LVT: F-1 Resilient: B-1 Eggshell on GWB: P-1 AC-2204 F Toilet Ceramic Tile Ceramic Tile Semigloss on GWB: P-5 (See Comment.) AC-1 Tile Wainscot where indicated.205 M Toilet Ceramic Tile Ceramic Tile Semigloss on GWB: P-5 (See Comment.) AC-1 Tile Wainscot where indicated.206 Conference Carpet: F-4 Resilient: B-2 Eggshell on GWB: P-1 AC-2207 Vestibule LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2208 Hall LVT: F-2 Resilient: B-1 Eggshell on GWB: P-1 AC-2209 Office Carpet: F-4 Resilient: B-2 Eggshell on GWB: P-1 AC-2210 Exterior Deck Traffic Surface None 7.2 Metal Panels (prefinished) Soffit Panels (prefinished)211 Elevator LVT: F-2 Laminate: L-3

Note 1 See Finishes Plans on Drawings A901 and A902 for additional information.Note 2 Finishes Plans indicate accent wall paints. Provide these where indicated.Note 3 Finishes Plans indicate flooring for interior stair and landing.

LVT = Luxury Vinyl TileGWB = Gypsum Wallboard

3/8" = 1'-0"1 Elevator Entrance

Provide W-2finish at each floor.(See A901/A902.)

3" = 1'-0"2 Jamb at Elevator Opening

Resilient base.

Elevator entrance.

1 2 3 4 5 62A502

1A504

L L L L

Ceiling fan.

Provide standing seammetal roof on existingroof area to remain.

Repaint all existingexterior surfacesthat remain. MatchSiding Color S-2.

S2

S2

S2

S3

Siding Color is primarily S1.Locations for S2 and S3 areindicated.

5x6-inch downspout.

7x7-inch gutter.

5x5-inch gutter.

4x4-inch gutter.

All gutters and downspoutsto match Siding Color S3.

Level 10"

Level 211'-1"

A B C D E F

Level 321'-1"

CL1A501

2A501

1A503

2A503

2A504

4'-7

1/2

"3'

-8"

8'-3

1/2

"

102

201B 201C

140

208A

2'-5 1/8" 3'-0 7/8" 3'-0 7/8" 2'-5 1/8"

3'-0

"4'

-0 7

/8"

1'-2

5/8

"

At perimeter guardrail,provide a vertical post ateach column line. Provideadditional posts at the thirdpoints between column lines.

Note that there are two postsat each corner, centeredon column lines.

S-3

S-2

S-2

S-3

S-3

Siding Color S-1 at Main Building

Fabric Sail A Fabric Sail B Fabric Sail A Fabric Sail B Fabric Sail A

Paint all exterior steel framingand stair framing: Color P-5.

Paint all handrails, guardrails,gates: Color P-3.

Paint exterior hollow metal doorsand frames to match siding colorof wall in which opening is located.

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5 June 2014Checker

Author

13.090

Building Elevations

A301

1/4" = 1'-0"1 South Elevation

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

S1 siding = 7.2 panels by MBCI. Color: Signature - 200, Fern Green.S2 siding = 7.2 panels by MBCI. Color: Signature - 200, Saddle Tan.S3 siding = 7.2 panels by MBCI. Color: Signature - 200, Ash Gray.

ABCDEF CL 1A501

2A501

1A503

2A503

2A504

L L L M M

P-2

P-2

140

Paint existing wood siding, doors, and framesto match Siding Color P-3.

New Standing Seam Metal Roofing

P-3

5x5-inchgutter.

7x7-inchgutter.

7x7-inchgutter.

5x5-inchgutter.

Level 10"

Level 211'-1"

123456

Level 321'-1"

2A502

1A504

1A502

Level 427'-11"

1'-0" 3'-1 3/4" 4'-8 1/4"

101

3'-0

"4'

-0 7

/8"

1'-2

5/8

"104

7'-0

7/8

" 10 5

/8"

1'-0" 3'-1 3/4" 4'-8 1/4"

2A521

Provide standing seammetal roof on existingroof area to remain.

Repaint all existingexterior surfacesthat remain.

S-2

S-1

S-3

4x4 downspout.

5x5 gutter.

Ceiling fan(x 5 locations.)

S-3

S-3

S-1

S-1 S-3

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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5 June 2014Checker

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13.090

Building Elevations

A302

1/4" = 1'-0"1 East Elevation

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

Step up flashing behind 7.2siding. Provide closure panelbehind each terminated ribin 7.2 panel system.

S1 siding = 7.2 panels by MBCI. Color: Signature - 200, Fern Green.S2 siding = 7.2 panels by MBCI. Color: Signature - 200, Saddle Tan.S3 siding = 7.2 panels by MBCI. Color: Signature - 200, Ash Gray.

1 2 3 4 5 6

A

B

C

D

E

F

CL

1A501

15'-

7"16

'-0"

16'-

0"16

'-0"

15'-

7"

2A501

2A502

1A503

2A503

1A504

2A504

15'-2"

8'-0

"

1A502

7A511

Painted exposed wood framing.

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Reflected Ceiling Plan -First Floor

A401

1/4" = 1'-0"1 Reflected Ceiling Plan - First Floor

1 2 3 4 5 6

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C

D

E

F

CL

1A501

2A501

2A502

1A503

2A503

1A504

2A504

1A502

AC1 8'-0"

AC1 8'-2"

AC1 8'-0" AC1 8'-0"

AC1 8'-6"

GB1 8'-0"

GB1 8'-0"

GB1 8'-0"

AC1 8'-2"

AC1 8'-6"

2A521



1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Reflected Ceiling Plan -Second Floor

A402

1/4" = 1'-0"1 Reflected Ceiling Plan - Second Floor

Level 10"

Level 211'-1"

123456

Level 321'-1"

Gathering Area201

Lobby102

Vending203

Hskng105

Meeting Room109

M Toilet106

205 204 207

111 11223

2A502

110

1A504

10'-

6"Extend new floor deckto top of this existing wall.

Extend existing wall.Extend existing wall.

2x12 at 24" o/c.See structural for morecomplete framing requirements.

21'-7"

Provide 5/8" GWB on 2x4partition between each truss.

1A510

2A510

3A510

1A502

5A510

Level 427'-11"

CL of Eyebolt 20'-4"

CL of Eyebolt 27'-2" CL of Eyebolt 27'-2"

New 4" slab-on-grade. Set1/2" below finished floor againstbuilding. Slope to drain and alignwith existing sidewalk to remain.

Provide 5 ceilingfans as indicated.

Provide 5 fabric sailsas indicated. Each hasthree eyebolts high and oneeyebolt low.

7A511

106

Level 10"

Level 211'-1"

123456

Level 321'-1"

2A502

13 24 117

207

112B Pro Shop110

Office112

Gathering Area201

Conference206

Ice118

Hall115

Vestibule113

1A504

1A502

Sim5A510

4A511

Sim1A510

Sim3A510

Level 427'-11"

6A511

New 4" slab-on-grade. Set1/2" below finished floor againstbuilding. Slope to drain and alignwith existing sidewalk to remain.

21'-7"

Lower Eyebolt 20'-4"

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Building Sections

A501

1/4" = 1'-0"1 Building Section A

1/4" = 1'-0"2 Building Section B

Level 10"

Level 211'-1"

A B C D E F

Level 321'-1"

CL1

A5012

A5011

A5032

A503

211 206

105

113 112A

116 119

208A

Gathering Area201

Gathering Area201

Lobby102 Pro Shop

110

2A504

4A510

1A511

3A511

Level 427'-11"

140

3A503

3A502

Provide handrail terminationsper 3/A502 at this stair.

Level 10"

Level 211'-1"

A B C D E F

Level 321'-1"

CL

1A501

2A501

1A503

2A503

2A504

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

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

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

3'-2" 3'-2" 3'-2" 3'-2"

8'-3

1/2

"

4"7'

-11

1/2"

Level 427'-11"

4'-4

"2'

-10"

4'-0" 4'-0"

102

208A

140

3'-2" 3'-2" 3'-2" 3'-2"

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

3'-0

"4'

-0 7

/8"

1'-2

5/8

"

201B 201C

4"

2'-8

"4'

-0 7

/8"

10 5

/8"

10 5

/8"

4'-0

7/8

"2'

-8"

4"

Upper Eyebolt 27'-2"

3A201

Extend handrail 12".Turn down andthen return to end postas indicated.

1'-0"

1'-1

0"

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Building Sections

A502

1/4" = 1'-0"2 Building Section D

1/4" = 1'-0"1 Building Section C

3/4" = 1'-0"3 Handrail Extension

Level 10"

Level 211'-1"

1 2 3 4 5 6

Level 321'-1"

2A502

104

Hskng202

Machine Room104

Elevator103

Gathering Area201

1A504

12'-

3"

1A502

3'-0

"

Level 427'-11"T/Plate 26'-7 1/4"

Match 1/A520 exceptfor siding color and plate height.

Provide two layers 5/8" Type XGWB on underside of 2x8framing to fire seal top of shaft.

Tapered insulationover regular insulation.

201M

101

Provide two layers5/8" Type X GWBon 2x4 framingon underside of floorframing at MachineRoom. Purpose of2x4 framing is to enclosepiping below floor sink.

-4'-0"

Wagner 1160-3wall return.

Wagner 4581-3handrail bracket(x 4 locations.)

Painted 1-1/4" piperail. Provide 12" horizontalextension at top andreturn to floor. ProvideWagner 631 baseflange.

Provide code-compliant18x18x18-inch sumpwith cast iron gratingcover. Slope pit to sump.

See 1/A521 forpit ladder.

Two layers 5/8" Type XGWB on 7/8" metal furringon 8" CMU.

Provide CMU lintelat elevator opng.

Provide CMU lintelat elevator opng.

T/CMU 24'-0"T/JST 24'-8"

Provide code-reqdsafety beam withbottom at 12'-3".

2A521

Provide PT 1x8 on topof CMU wall at 4 sides.

Grout voids inCMU wall solidbelow slab.

Provide formedconcrete sill toreceive elevatorsill.

Level 10"

Level 211'-1"

1 2 3 4 5 6

Level 321'-1"

2A502

1A504

1A502 Level 4

27'-11"

Level 10"

Level 211'-1"

E

Level 321'-1"

CL of Rib 25'-0"

T/Plate 26'-0"

7.2 panel system.

Building wrap weatherbarrier over 5/8" plywoodsheathing.

Sim3A520

Sim6A520

5 1/2" 1'-0"

208A

4A503

Step siding every 7.2 inchesso that siding terminates atleast 8-inches above roof.Provide closure panel inend of each exposed rib.

Drip edge behind siding.Fabricate from materialmatching siding in gaugeand finish.

Terminate single-ply roofingwith standard detail ofroofing manufacturer.

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Building Sections

A503 1/4" = 1'-0"

1 Stair and Elevator at Main Entrance

1/4" = 1'-0"2 levated Deck Above Main Entrance

3/4" = 1'-0"3 Wall Section A

3" = 1'-0"4 Roof to Wall Flashing

Level 10"

Level 211'-1"

A B C D E F

Level 321'-1"

CL1

A5012

A5011

A5032

A5032

A504

Pro Shop110

Office112

Reception110A

Lobby102

Gathering Area201

Office209

Hall208

Entrance Lobby101

105

206

113

116 119

Sim3A511

2x4 partition to wall off voidspace under stair.

5A511

Level 427'-11"

Sim4A520

8A511

Level 10"

Level 211'-1"

1 2 3 4 5 6

Level 321'-1"

2A502

1A504

Office209

1A502

209

2A511

Level 427'-11"

5"14'-4"5"

Eyebolts supportingfabric sails are 14'-4"center to center.

High Eyebolts 27'-2"

Low Eyebolt 20'-4"6

A510

2A521

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Building Sections

A504

1/4" = 1'-0"1 Building Section D1

1/4" = 1'-0"2 Stair and Elevator at Main Entrance1

2

Level 321'-1"

24'-8 5/8"

21'-7"

CL of Rib 25'-0"

CL of Rib 22'-0"

T/Plate 26'-0"

B/Plate 20'-4 1/2"

5 1/2" 1'-1" 10 1/2" 5 1/2"

Extend buildingwrap 4-inches downback side of parapet.

Sheet metal coping. Matchgauge and finish of siding.

Building wrap weatherbarrier system 07 2500.Extend across top of parapetand down back side.

7.2 horizontal metalsiding. Align horizontalribs as indicated.

5/8" plywoodsheathing.

Provide 5/8" plywood closuresupported by 2x6 studworkin between wood trusses.

Unfaced R-19 battinsulation.

CL of Rib 19'-0"

19'-1"

See structural drawingsfor actual header requiredat this opening.

1A520

2A520

3A520

4A520

Level 427'-11"

Eyebolt to supportfabric sail.

Level 211'-1"

2

11'-4 3/4"

CL of Rib 10'-0" T/STL 10'-6 1/4"

11 1/2"

1'-1"5 1/2"

2'-9

"4

1/2"

5A520

6A520

General note: Provide completebuilding wrap weather barriersystem at face of exterior wall.Finish and flash all openings permanufacturer's recommendations.Extend building wrap past gapwith concrete deck so that entireconditioned building is protected.

Level 211'-1"

1

5"5"

5"5"

5"5"

5"7"

3'-6

"

MC10x8.4

T/STL 10'-6 1/4"

6"

1-1/2" dia Sched 40 pipe.

1" dia Sched 40 pipe(x7 locations).

1 1/2" square tube post.

F

Level 321'-1"

CL of Rib 22'-0"

T/Plate 23'-7 1/8"

4 1/2" 5 1/2"

21'-2 1/2"

1" metal soffit panels over5/8" plywood sheathing. Providematching sheet metal j-moldingreceivers at each end. J-moldingto match metal soffit in gaugeand finish.

Tube steel beam with2x4 nailer above.

Metal drip edge. Fabricatefrom material matching 7.2 panelsin gauge and finish.

7.2 panel system.


7A520

5

CL of Rib 22'-0"

7"

7" 23'-3"

T/Plate 23'-9 1/16"

5 1/2" 4 3/4"

4

Level 321'-1"

5"

5"

21'-5 1/16"

Sim4A520

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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Wall Sections

A510

1 1/2" = 1'-0"1 Wall Section Above Deck Level Openings

1 1/2" = 1'-0"2 Wall Section at Deck Level Openings

1 1/2" = 1'-0"3 Perimeter at Deck Rail

1 1/2" = 1'-0"4 Roof Edge over Deck

1 1/2" = 1'-0"5 Gutter at Main Roof

1 1/2" = 1'-0"6 Gutter at Secondary Roof

Level 211'-1"

C

7"5"

5"5"

5"5"

5"3"

2"10

"

1 1/2" dia. Sched 40pipe rail.

1" dia. Sched 40pipe rail (x6).

MC12x10.6.

1/4" underlaymentover 3/4" APA tongueand groove sturd-i-floor.

1x8.

5/8" Type X GWB.

1 1/2" square tube.

3'-4

"1'

-0"

A

Level 321'-1"

CL of Rib 22'-0"

T/Plate 23'-7 1/8"

21'-2 1/2"

1" metal soffit panels over5/8" plywood sheathing. Providematching sheet metal j-moldingreceivers at each end. J-molding

to match metal soffit in gaugeand finish.

Tube steel beam with2x4 nailer above.

Metal drip edge. Fabricatefrom material matching 7.2 panels

in gauge and finish.

7.2 panel system.

Building wrap weatherbarrier over 5/8" plywood

sheathing.

5 1/2" 1'-2"

2

Level 321'-1"

1'-1" 5 1/2"

See notes at 3/A511.

Level 211'-1"

2

CL of Rib 10'-0"

CL of Rib 7'-0"

8'-6 1/2"

8'-1"

7'-2 1/4"

5 1/2"

1'-2"1'-1"5 1/2"

Provide J-mold at terminationof 7.2 siding. Fabricate J-moldfrom material with matchinggauge and finish of 7.2 siding.

Turn down single-plyroofing behind siding butover weather barrier.

Threshold with ADA-compliant1/2-inch offset. Set in sealant.

Metal drip edge.

F

Level 321'-1"

CL of Rib 22'-0"

T/Plate 23'-7 1/8"

4 1/2" 5 1/2"

Steel beam with2x4 nailer above.

7.2 panel system.


Level 10"

Registration window w/integral shelf and deal tray.

```

2'-6

"4"

Sealant.

Provide J-mold at terminationof 7.2 siding. Fabricate J-moldfrom material with matchinggauge and finish of 7.2 siding.

7.2 siding.

Provide complete weather barrierDupont Commercial Wrap system.

Hemmed drip edge.

Sealant.

Hold exterior slab 1/2-inchbelow finished floor.

CL of Rib 1'-0"

Level 10"

F1'-0" 5'-6" 1'-0"

7"5"

5"5"

5"5"

5"5"

7"5"

5"5"

5"5"

5"5"

11" 11" 11" 11" 11" 11" 4'-0" 6"

7 Eq

ual R

iser

s

Provide 1-1/2" dia handrail. Extend 12" horizontallyat top and extend width of one tread at bottom.Return handrail to vertical post as indicated.

Provide similar guardrail at stepsand at grade. Provide 1 1/2" squaretube verticals, and 1" dia Sched 40 piperails for horizontals. Provide 1 1/2" diaSched 40 pipe for top rail.

Level 211'-1"

F

CL of Rib 13'-0"

1/2"

3'-3

1/2

"

4 1/2" 5 1/2"

Sill flashing. Fabricatefrom material matching7.2 siding in gauge andfinish.

1 1/2" 6"

Weather barrier over5/8" plywood sheathing.

7.2 siding.


1/4" underlaymentover 3/4" Sturd-i-floor.

Discontinue 7.2 sidingas indicated.

Metal drip edge. Fabricatefrom material matching7.2 siding in gauge andfinish.

Metal soffit panels over5/8" plywood sheathing.


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P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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5 June 2014WGMcWGMc

13.090

Wall Sections

A511 1 1/2" = 1'-0"

1 Interior Guard Rail



1 1/2" = 1'-0"4 Wall Section Over Registration Windows

1 1/2" = 1'-0"5 Roof Edge over Office

1 1/2" = 1'-0"6 Wall Section Below Registration Windows

3/4" = 1'-0"7 Exterior Steps

1 1/2" = 1'-0"8 Section at Small Window

EAVE FLASHING

F = FINISH SIDE

F

1" MIN. OR MAXIMUMEXPANSION OF PANEL+ 1/2-INCH

BERRIDGE CEE-LOCK PANEL

CONTINUOUS CEE-RIB WITH 2FASTENERS AT EVERY 36" O.C. ORCEE-LOCK CLIPS AT 36" O.C. WITH 2 AT EAVE

SNIP SEAM AND FIELDFORM PANEL PAN AROUNDEAVE FLASHING

MAX. EXPANSION OFPANEL + 1/2-INCH

EAVE FLASHING; 4" ENDLAPS WITH CONTINUOUSCAULK AT LAPS

FASTENERS; 20" O.C. MAX.

UNDERLAYMENT

SOLID SHEATHING

1. SOLID SHEATHING (EXISTING) TO BE 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS.2. ALL UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AS SPECIFIED.

CL-10

PANEL TURNDOWN AT EAVEPAGE\FILE

1/2"

CEE-LOCK PANEL

RIDGE/HIP CAP ZEE CLOSURE

OPEN HEMS

1 1

1 5/

8"

1. FIELD CUT ZEE CLOSURE TO FIT BETWEEN PANEL SEAMS AT HIPS. AT RIDGE USE DETAIL CL-23.

2. SOLID SHEATHING (EXISTING) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS.

3. ALL UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AS SPECIFIED.

F

F

F = FINISH SIDE

RIDGE/HIP CAP; 4" END LAPS WITHCONTINUOUS CAULK AT LAPS. POPRIVET TO ZEE CLOSURE 40" O.C.

BERRIDGE CEE-LOCK PANEL

CEE-LOCK CLIP; 36" O.C.MAX. OR CONTINUOUSCEE-RIB

ZEE CLOSURE CUT TO FITBETWEEN SEAMS, USE CL-23 AT RIDGE

FASTENERS; 3 PER ZEE, MIN.

CONTINUOUS BEAD OF CAULKBETWEEN CEE-LOCK PANELAND ZEE CLOSURE

UNDERLAYMENT

SOLID SHEATHING

1/2"1/2"

CL-20

RIDGE/HIP DETAILPAGE\FILE

CEE-LOCK PANEL

1 1/

2"

1/2"

3/4"

1 1/

2"

1 3/

8"

1/2"3/4"

PANEL ASSEMBLY

PANEL SECTION

CONTINUOUS CEE-RIBOR CEE-CLIP SECTION

SEAM SECTIONCONTINUOUS CEE-RIBOR CEE-CLIP

CONTINUOUS CEE-RIB ORCEE-CLIP

VINYL WEATHERSEAL

CEE-LOCK PANEL

16 1/2"

VINYL WEATHERSEAL

CEE-LOCK PANEL

CL-3

PANEL OVERVIEWPAGE\FILE

CEE-LOCK PANEL

16 1/2"

4"

1 5/

8"

CL-52

RAKE WALL DETAILWITH FASCIA PANEL

CEE-LOCK PANEL

COUNTERFLASHING CLOSURE CHANNELSUB-FLASHING

OPEN HEM

F = FINISH SIDE

1. FIELD CUT LAST PANEL AND FORM NEW LEG. PANEL TO BE CONTINUOUS FROM RIDGE TO EAVE.2. SOLID SHEATHING (EXISTING) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS.3. ALL UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AS SPECIFIED.

7.2 FASCIA PANEL


COUNTERFLASHING; 4" END LAPS WITHCONTINUOUS CAULK AT LAPS

EXTRUDED VINYL WEATHERSEAL

BERRIDGE CEE-LOCKPANEL

UNDERLAYMENT

CONTINUOUS CEE-RIBWITH 2 FASTENERS 36" O.C. ORCEE-LOCK CLIPS 20" O.C. WITH2 FASTENERS PER CLIP

UNDERLAYMENT

FIELD CUT AND FORMNEW LEG ON LASTPANEL. PANELCONTINUOUS RIDGETO EAVE.CLOSURE CHANNEL; 4"END LAPS WITH CONT.CAULK AT END LAPS.

CONTINUOUS BEAD OFCAULK

SUB-FLASHING; 4"END LAPS WITHCONTINUOUS CAULKAT LAPS

SOLID SHEATHING

FASTENER; 20" O.C.MAX.

TOP LAYER OF FELT TO BEPARALLEL WITH ROOF SLOPE

F

F

PAGE\FILE

CL-80

PIPE PENETRATION

CEE-LOCK PANEL

ROOF PIPE PENETRATIONOF 4" DIA OR LESS

RUBBERIZED BOOT FLASHING

BERRIDGE CEE-LOCK PANELSET RUBBERIZED BOOTINTO CONT. BEAD OFCAULK. USE FASTENERSAS RECOMMENDED BYBOOT MANUFACTURER.CAULK FASTENER HEADS.

CONTINUOUS CEE-RIBOR CEE-CLIP


SOLID SHEATHING

CONTINUOUS CAULK ANDSS HOSE CLAMP

UNDERLAYMENT

NOTE: POSITION SQUARE BASED BOOTS IN A DIAMOND ORIENTATION WHERE POSSIBLE TO AID IN DIVERTING WATER.

NOTE: PIPE PENETRATION TO BE IN PAN OF PANEL ONLY.

NOTE: FIELD CUT HOLE IN PANEL 1" LESS THAN DIA. OF STACK. BACK CUT HOLE AND BEND PANEL UP AROUND STACK. CAULK CONTINOUS AROUND HOLE.

NOTE: IF PANELS ARE 30' OR LONGER, CUT HOLE TO ALLOW FOR THERMAL MOVEMENT.

NOTE: IF PIPE IS MADE OF METAL, PAINT PIPE TO PREVENT RUST RUN-OFF FROM STAINING ROOF PANELS.

PAGE\FILE

1 3 4 5 6 72 8 9 10 11 12 13 14 15 16

A

B

C

D

E

F

G

H

J

K

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M

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Drawn by

Checked by

Date

Job Number

Drawing of

Revisions


P.O. Box 975Macon, GA 31202.0975

478.745.6514478.745.6516 faxmbsarch.com


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13.090

Wall Sections

A512 3/4" = 1'-0"

1 Existing Conditions Wall SectionThis wall section is taken from existing conditions drawings and is providedin good faith. However, neither Architect nor Owner make any representationsto bidders based on this drawing.

The drawing is provided primarily as an aid in pricing the addition of newstanding seam metal roofing system to existing roof deck. Contractor shallremove existing shingles and felt down to deck prior to re-roofing.

3" = 1'-0"2 Standing Seam Roofing Details

3" = 1'-0"3 Standing Seam Roofing Details B

Roofing details indicated are fromBerridge Cee-Lock roofing system (basisof design.) This system is to be placedover existing roof to remain in lieu ofexisting shingles. If another roofingmanufacturer's product is provided, usethat manufacturer's standard details.If Berridge is provided, use details indicatedplus any Berridge details needed that arenot specifically shown on this drawing.

T/Plate 26'-0"

Extend buildingwrap 4-inches downback side of parapet.

Sheet metal coping. Matchgauge and finish of siding.

Building wrap weatherbarrier system. Extendacross top of parapetand down back side.

1/4"-14x1" self tappingscrew with washer.

Take care to align screwsvertically throughout entiretyof siding installation.

2"

CL of Rib 20'-9 1/2"

B/Plate 20'-4 1/2"

1 1/

16"

5/8"


Self-adhesive 40mil flashingover drip edge. Extend 8" beyondopening at each side.

#10-12x1" pan headscrew.

1 1/2"

Cut bottom edge of 7.2 sidingjust below valley so that sidingremains flush against drip edge.

Provide metal drip edgeas indicated. Fabricate frommaterial matching 7.2 sidingin gauge and finish.

1" thick metal soffit panels.

Metal J-mold to receive panels.Fabricate from material matchingsoffit panels in gauge and finish.

5 1/2"

1"5/

8"3

1/2"

1"5/

8"3

1/2"

Sheet metal flashing to actas receiver for soffit panelsand closure for 7.2 siding.Fabricate from materialmatching 7.2 panels in gaugeand finish.

5 1/2"5/8"




Cut bottom edge of 7.2 sidingjust below valley so that sidingremains flush against drip edge.Touch up paint on cut edge.(typical all locations.)

Fabricate metal drip edge frommaterial matching 7.2 sidingin gauge and finish.

YKK AP YES 600 aluminumframing system (clear anodized).

1/2"

19'-1"

1 1/2" 6"




Cut bottom edge of 7.2 sidingjust below valley so that sidingremains flush against drip edge.

Fabricate metal drip edge frommaterial matching 7.2 sidingin gauge and finish.

YKK AP YES 600 aluminumframing system (clear anodized).

6"1 1/2"

8'-4"

1/2"

Level 211'-1"

2

6"1 1/2"

CL of Rib 10'-0"

1/4"

11'-5"

T/STL 10'-6 1/4"

12mm solid surface stool.

YKK AP YES 600aluminum framing.

2x4. Provide sheet metalsurround as indicated. Fabricatefrom material matching 7.2 sidingin gauge and finish.

Sealant.

Sealant.

5 1/2" 1'-1"

4 1/

2"

Sheet metal closure. Fabricate tomatch 7.2 siding in shape. Fabricatefrom material matching 7.2 sidingin gauge and finish.

Level 321'-1"

Metal drip edge. Fabricatefrom material matching 7.2 panelsin gauge and finish.

1"

5/8" 1 1/2"

Self-adhesiveflexible flashing.

1 1/

2"5/

8"7/

8"

1 1/2" 2"

1 1/2"

1 1/

2"

1 1/

2"2"

Fabricate trim piecefrom material matching7.2 siding in gaugeand finish.

Extend building wrapweather barrier onface of 5/8" plywoodsheathing.

Provide closure piecebehind flutes of 7.2 sidingat siding termination.

1 1/2"

1 1/

2"

Fabricate trim piecefrom material matching7.2 siding in gaugeand finish.

Extend building

attachment b – plans & drawings

Documents