PROJECT NARRATIVE TABLE 5-3: BASIC BUILDING … · FLOOD HAZARD AREA Base Flood Elevation ... Subgrade _____ % ASTM D698 ASTM D1557 AASHTO ... Drinking Fountains Req'd.: 1 …

PROJECT NARRATIVE

The Central Cooling and Heating Plant is a (+/-)7,924 S.F. structure containing equipment to serve chillers,cooling towers and boilers to serve hot and cold water supply to campus facilities. Support offices andmaintenance spaces are included in the facility construction.

TABLE 5-1: FLOOR HAZARD INFORMATION and FLOOR LOADS

FLOOD HAZARD AREA

Base Flood Elevation _______________ MSL NGVD or FIRMDesign Floor Elevation _______________ MSL IBC 1612.3 and ASCE 24

NON-HIGH VELOCITY WAVE ACTION

Elevation of Lowest Proposed Floor _______________ MSL Meet ASCE 24 Section 2.6.2.1Dry flood proofing _____ no _____ yes per ASCE 24

HIGH-VELOCITY WAVE ACTION

Elevation of bottom of Lowest Horizontal Structural Member of lowest floor __________________ MSLFlotation resistant _____ no _____ yes per ASCE 24Breakaway wall _____ no _____ yes per ASCE 24

IBC 1612 and SE-900, as applicable

N/A

43.0

Zone X,Community # 450104,Panel # 0517

43.0

40.67

TABLE 5-2: SOILS & SITE

SOILS INVESTIGATION (If available)

SOILS CLASSIFICATION

Site Class (seismic class)Classes Soil of Materials (UCS System)Allowable Footing Bearing Pressure

_________________________________________________________ psf

per IBC 1613.5.2per IBC 1802.3Class 4 (SP, SC, SM)

Seismic Site Class E

2,000

MINIMUM DESIGN SOIL BEARING LOAD______________ psf per IBC table 1804.2.1

1633-09-237 Dated 10-9-09(per IBC table 1804.2.1)

no yes

COMPACTION

Subgrade _____________ % ASTM D698 ASTM D1557AASHTO (only for paving & roads)

Base _____________ % ASTM D698 ASTM D1557AASHTO (only for paving & roads)

Other _____________ % ASTM D698 ASTM D1557AASHTO (only for paving & roads)

MINIMUM DESIGN SOIL LATERAL LOAD____________________ psf per IBC table 1610.1

FOOTINGS

Undisturbed FootingsCompacted Fill Material

ELEVATIONS

Elevation of Water Table

Elevation of lowest footingElevation of lowest floor or basement

no yes

per IBC table 1803.5no yes

2,000

98

100

NA

80 (Active Lateral)

______________ MSL

______________ MSL______________ MSL

41.67 (TOF)

36.7

43.0

____________________ psf720 (Passive Lateral)

Water at 4'-4" to 5'-4" below exist.ground surface (4.8' Average).

TABLE 5-4: BUILDING AREA

AREA LIMIT BY TABLE 503 OF IBC(Do not indicate increases for sprinklers & street frontage.)

AREA MODIFICATION FROM EQUATIONS 5-1 OF IBC(Insert equation from IBC 506.1 with completed calculations in this Box)(Equation 5-1)

Aa = At + [ At x If] + [At x Is]

Aa = Allowable area per floor (square feet).At = Tabular area per floor in accordance with Table 503If = Area increase factor due to frontage (percent as calculated

in accordance with Section 506.2Is = Area increase due to sprinkler protection as calculated

in accordance with Section 506.3

Aa =

Total Allowed Area of Building(summary of all stories)

AREA AS DESIGNED PER STORY(Repeat for each story)

Total Designed Area of Building

________________ SF

________________ SF(FIRST FLOOR)

________________ SF

________________ SF(maximum area per story)

________________ SF(maximum modified area per story)

________________ SF(area limitation per story)

15,500

27,125

27,125

54,250

6,273

7,916

________________ SF(SECOND FLOOR)

1,643

TABLE 5-5: BUILDING HEIGHT

In Feet In Stories In Feet

AS DESIGNEDAS DESIGNEDAS DESIGNEDAS DESIGNED AS ALLOWED BY IBCAS ALLOWED BY IBCAS ALLOWED BY IBCAS ALLOWED BY IBC

Without any Allowable Increase(per IBC Table 503)

Allowable Height Increase(per IBC 504.2)

32'-0"

Total Height including anyAllowable Increase

2 55'-0" 2

N/A N/A 0 0

32'-0" 2 55'-0" 2

In Stories

TABLE 5-6 BUILDING DESIGN OCCUPANT LOAD

FIRSTFLOOR

Floor AreaGross/Net Sq. Ft.

Max. Area allowedper Occupant

(NSF/GSF)

Occupants onthis Floor for

this Function

Design OccupantLoadFunction of Space

Factory (F)

Floor orLevel

Total Building Design Occupant Load:

100 gross 575,620 gross Industrial Areas

Subtotal Design Occupant Load for This Story: 64

70

100 gross 7653 gross Business Areas

MEZZA-NINES

Factory (F)

100 gross 00 gross Industrial Areas

Subtotal Design Occupant Load for This Story: 6

300 gross 61,643 gross Storage & Mechanical

100 gross 00 gross Business Areas

TABLE 5-8: FIRE RESISTANCE RATING OF BUILDING ELEMENTS

BUILDING ELEMENT

Structural Frame(per IBC Table 601)

Rating As Provided(in hours)

Testing Agency & Design No.(UL, FM, etc)

----

Bearing WallsExteriorInterior

(per IBC Table 601)

Rating As Required(in hours)

Designers Wall/PartitionKey Code

Nonbearing Walls & PartitionsExteriorInterior

(per IBC Table 601 & 602)

Floor Construction including supportingbeams & joists(per IBC Table 601)

Roof Construction including supportingbeams & joists(per IBC Table 601)

Fire Walls(per IBC Section 705)

Fire Barriers(per IBC Section 706)

Shaft Enclosures(per IBC Section 707)

Fire Partitions(per IBC Section 708)

Opening & Protective Listing byCategory (fire shutters, doors, etc. perIBC Section 715)

--

----

00

----

----

----

00

----

0 -- --

--0

----0

N/A -- -- --

1 Hour 1 Hour -- --

N/A -- -- --

N/A -- -- --

N/A -- -- --

TABLE 5-9: STRUCTURAL DESIGN INFORMATION

OCCUPANCY CATEGORY (IES)OCCUPANCY CATEGORY (IES)OCCUPANCY CATEGORY (IES)OCCUPANCY CATEGORY (IES)IBC Table 1604.5

LIVE LOADSLIVE LOADSLIVE LOADSLIVE LOADS

Floor Live Load F ________________PSF List the F for each occupancyRoof Live Load R ________________PSFGround Snow Load P ________________PSF IBC (Figure 1608.2)

ll

llg 20

150

WIND LOADS

Analysis Procedure _______________________ASCE 7Basic Wind Speed V = _______________________3 sec gust IBC Fig 1609Exposure Category _______________________Wind Importance Factor I = _______________________ASCE 7 (Table 6.1)Internal Pressure Coefficient GC = _______________________ASCE 7External Pressure Coefficient GC = _______________________ASCE 7p

pi

w

3s130 MPH

ANALYTICAL PROCEDURE

C

7.2 PSF1.15

39.8 PSF

SEISMIC LOADS

Seismic Importance Factor I = ________ASCE 7Soil Class ________IBC 1613.5.2Mapped Spectral Response Accelerations S = ________ S = _________Design Spectral Response Acceleration Parameters S = ________ S = _________Seismic Use Group ________ASCE 7 (Seismic Occupancy Category IBC)Seismic Design Category ________IBC Tables 1613.5.6(1) & 1613.5.6(2)Basic Seismic Force Resisting System _______________________________________________Design Base Shear ________KIPSSeismic Response Coefficient(s) C = ________ASCE 7Response Modification Factor(s) R = ________ASCE 7Analysis Procedure ___________________________

10

s

DS

l

Dl

S

D1.5

0.55

30.557

D

153

SPECIAL REINFORCED CMU SHEAR WALLS

0.285

5.0

0.166

0.251

ARCHITECTURAL-MECHANICAL-ETC. LOADSARCHITECTURAL-MECHANICAL-ETC. LOADSARCHITECTURAL-MECHANICAL-ETC. LOADSARCHITECTURAL-MECHANICAL-ETC. LOADS Provide as applicable: architectural items,mechanical, plumbing, etc. per ASCE 7

SPECIAL LOADSSPECIAL LOADSSPECIAL LOADSSPECIAL LOADS Provide as applicable: architectural items,mechanical, plumbing, etc. per ASCE 7

*per IBC Chapter 16 and ASCE 7 - Information may be shown on initial Structural Sheet of the drawings or on Sheet withother code information. List floor design loads on structural plans

Equivalent Lateral Force

TABLE 5-12 MECHANICAL INFORMATION

AIR COMFORT SYSTEMSAIR COMFORT SYSTEMSAIR COMFORT SYSTEMSAIR COMFORT SYSTEMSOverall Thermal Transfer Value (OTTV): ____________________Heating Load: ____________________BTU/S.F.Cooling Load: ____________________S.F./Ton

OTHER LOADING FEATURESOTHER LOADING FEATURESOTHER LOADING FEATURESOTHER LOADING FEATURESGlass: U-Factor: _____________ Window-to-Wall Ratio ______________Insulation Value: Roof: _____________ Exterior Walls: ______________

N/A39

0.615.2 15.74

0.6

Outside Air minimum while occupied ________ CFM _____________ Occupants *Actual Occupant Load800 2*

MECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENTMECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENTMECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENTMECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENTChilled water air handling unit with hot water reheat.Ventilation Fans with Unit Heaters for main plant area.Fan Coil Units with electric heat for office areas.

3.84

TABLE 5-13: ELECTRICAL INFORMATION

SERVICE TRANSFORMER: ________By Utility ________By Agency_________KVA Primary _________Voltage/PhaseNA

ELECTRICAL SERVICE INFORMATIONELECTRICAL SERVICE INFORMATIONELECTRICAL SERVICE INFORMATIONELECTRICAL SERVICE INFORMATION:Service Voltage/Phase _________________________Amperes

Service Entrance Conductors Size: _________________________Quantity per Phase

Total Connected Load: _________________________KVAEstimated Maximum Demand: _________________________KVAFault Current Rating of Overcurrent Device: _________________________Available Fault Current At The Service Disconnecting Means: _________________________

Interrupting Capacity of Service Overcurrent Device: _________________________

Grounding Electrode System Components: _________________________per NEC 250-C

_________________________

_________________________

_________________________

_________________________

NA

EMERGENCY SERVICE INFORMATIONEmergency Generator: ____No ____Yes ____KVA Voltage/Phase __________ __________Fuel

Exit/ Emergency Lights Backup Power: ____Integral Battery _____Generator

Fire Alarm System: ____Manual ____Automatic ____Addressable ____Class A ____Class B

4,000

10

3,640

3,27665,000 A

4,000 A

a) Ground Rod Cluster

LIGHTNING PROTECTION PROVIDEDLIGHTNING PROTECTION PROVIDEDLIGHTNING PROTECTION PROVIDEDLIGHTNING PROTECTION PROVIDED ____No ____Yes

COMMUNICATIONS COORDINATED COMMUNICATIONS COORDINATED COMMUNICATIONS COORDINATED COMMUNICATIONS COORDINATED Contact Chief Information Office for applicability, (803) 898-8121_____Not Required _____Yes

b) Metal Building Frame

480/227V, 3-phase, 4-wire

600 MCM

c) Metal Water Pipes

d) Metal Gas Pipes

e) Rebar in Concrete Slab

f) Lighting Protection System

52,298 A

5.1.3 CODES AND STANDARDS

A. International Building Code (IBC), 2006 Edition.B. International Existing Building Code (IEBC), 2006 EditionC. International Fire Code (IFC), 2006 Edition.D. International Energy Conservation Code (IECC), 2006 Edition.E. International Fuel Gas Code (IFGC), 2006 Edition.F. International Mechanical Code (IMC), 2006 Edition.G. International Plumbing Code (IPC), 2006 Edition.

1. Section 305.6.1, insert "24" and insert "24"2. Section 904.1, insert "8"

H. International Private Sewage Disposal Code (IPSDC), 2006 Edition.I. International Property Maintenance Code (IPMC), 2006 Edition.J. International Residential Code for One and Two Family Dwellings (IRC), 2006 Edition with the following

insertions:1. P2603.1, insert "12" and insert "24"

K. International Wildland - Urban Interface Code (IUWIC), 2006 Edition,Note: The IUWIC does not supersede existing stationary requirements

L. International Code Council Electric Code, 2006 EditionM. National Electrical Code (NEC) [NFPA 70], 2008 EditionN. National Electrical Safety Code, ANSI-C2-2002 EditionO. Latest edition of the American National Standards Institute, Inc. (ANSI) document A117.1, Accessible and

Useable Buildings and Facilities. Note that this standard is the standard adopted by the South CarolinaAccessibility Act but this requirement does not relieve the Agency or the design professional from the FederalStatutory requirements that design and construction comply with the Americans With Disabilities Act AccessibilityGuidelines for Buildings and Facilities. See http://www.access-board.gov./adaag/html/adaag.htm

P. State Fire Marshal rules, regulations, and policies. See http://www.llr.state.sc.us/firemarshall.aspQ. South Carolina Elevator Code & Regulations. See http://www.llr.state.sc.us/Labor/index.aspfile=elevatorsindex.htmR. State of SC Telephone Equipment Room and Communications/Data Systems Policies as formulated by the Office of

Information Resources (OIR) Telecommunications.S. International Code Council Performance Code (ICCPC), 2006 Edition, upon State Engineer's written approval.T. Governors executive Order No. 82-19 (April 1982) - State of SC Building Standards in Floodplain Areas.U. The South Carolina Modular Buildings Construction Act S.C. Code 23-43-10 et. Seq.

TABLE 5-10: PLUMBING INFORMATION

FIRST FLOOR:FACTORY OCCUPANCY: 70 Persons (35 Male and 35 Female)*

Water Closets Req'd.: Male: 1 (1 per 100* per IPC 419.2 - no more than 66.7% of required water closets may be substituted with urinals)

Female: 1 (1 per 100)Lavatories Req'd.: Male: 1 (1 per 100)

Female: 1 (1 per 100)Drinking Fountains Req'd.: 1 (1 per 100)

Water Closets

MALE REQUIRED.

Lavatories:

WATER SYSTEMWATER SYSTEMWATER SYSTEMWATER SYSTEM

Service Line Size ____________Inches

Peak ____________GPM

4

150

Total Demand ____________No. Fixture Units38.25

SANITARY SEWER SYSTEMSANITARY SEWER SYSTEMSANITARY SEWER SYSTEMSANITARY SEWER SYSTEM

Loading __________________________________________________GPD__________________________________________________

Service Line Size _______________________________InchesSlope _______________________________min inches/ft.

MINIMUM PLUMBING FIXTURES REQUIRED/PROVIDEDMINIMUM PLUMBING FIXTURES REQUIRED/PROVIDEDMINIMUM PLUMBING FIXTURES REQUIRED/PROVIDEDMINIMUM PLUMBING FIXTURES REQUIRED/PROVIDED per IBC Section 403 & Table 403.1per IBC Section 403 & Table 403.1per IBC Section 403 & Table 403.1per IBC Section 403 & Table 403.1

Urinals:

OTHER FIXTURES:

Unisex ToiletService Sink

MALE PROVIDED FEMALE REQUIRED: FEMALE PROVIDED:

REQUIRED. PROVIDED

Drinking Fountains 1 2

per IBC Section 403 & Table 403.1

01

1*1

1 1* 1 1*

1 1* 1 1*

0 0 N/A N/A

* Toilet and Lavatories provided at Unisex Toilet Room Per IBC 2902.2 Exception 2 - Separate facilities shall notbe required in structures or tenant spaces with a total occupant load, including both employees and customersof 15 or less.

6" Building, 8" Cooling Towers1/8" per 1'-0"

150 (excludes Cooling Tower bleed off);Cooling Tower bleed off = 16,000 GPD at peak

TABLE 5-7: GENERAL FIRE PROTECTION REQUIREMENTS

Fireblocking Required

SEPARATIONS

Draftstopping Required

Smoke Control System Required

Smoke Barriers Required

Fire Partition Required

Fire Barrier Required

Smoke Partitions Required

SEPARATIONS

SUPPRESSION

Fire Alarm System Required

Emergency Alarm System Required

Standpipes Required

Sprinklers Required

Sprinklers Provided

Portable extinguishers required

Other suppression systems required

Smoke & heat vents required

Other: (Indicate other provided fire and life safety features not listed above if any)

per IBC Section 717

per IBC Section 717

per IBC Section 909

per IBC Section 407 & 408

per IBC Section 407

per IBC Section 419

per IBC Section 706

per IBC Section 907

per IFC 908

per IFC Section 905

per IFC Section 903

per IFC 906

per IFC 904

per IFC 910

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

no yes

TABLE 5-3: BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

OCCUPANCY GROUP (indicate all)(Note IBC 506.4.1)

OCCUPANCY GROUP (indicate most restrictive)

Does building require Incidental Use Area Separation?

Does building have Accessory Occupancy (ies)?What percent of story is accessory occupancy?

Mixed Occupancy

Non separation

Separation

OTHER FIRE PROTECTION SYSTEMS, DEVICES OR FEATURESIf the building has any special or notable fire protection or safety feature of hazard the designers should list themhere, describe the performance characteristics and refer to locations in construction documents. (e.g. fireextinguishers, smoke-evacuation/control/compartments. Note IBC 414.1.3)

(IBC 508.3)

(IBC 508.3.1)

(IBC 508.2.2)

(IBC 508.3.2)

(IBC 508.3)(IBC 506.4.1)

__________ SF__________ %

no yes

_______________________________ (IBC Table 503)

_______________________________ (IBC Table 302)

Type _______________________________ (IBC Table 602)IIB

F-1 (FACTORY); B (BUSINESS)

F-1 FACTORY

6469.6

no yes

no yes

no yes

no yes

CE

NT

RA

L C

OO

LIN

G A

ND

HE

AT

ING

PLA

NT

CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

OU

NT

Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC

Watson Tate Savory LiollioA R C H I T E C T U R E

Charleston Asheville Charlotte Columbia

RRF

CME

A0.1

CO

DE

IN

FO

RM

AT

ION

07/05/11

REV. DATE DESCRIPTION

5620 SF

FACTORY

418 SF

BUSINESS

EQUIPMENTEQUIPMENTEQUIPMENTEQUIPMENT

PLANTPLANTPLANTPLANT

101101101101

CHEMICALCHEMICALCHEMICALCHEMICAL

TREATMENTTREATMENTTREATMENTTREATMENT

104104104104

ELECTRICALELECTRICALELECTRICALELECTRICAL

ROOMROOMROOMROOM

103103103103

CONTROLCONTROLCONTROLCONTROL

ROOMROOMROOMROOM

111111111111

OFFICEOFFICEOFFICEOFFICE

112112112112

IT CLOSETIT CLOSETIT CLOSETIT CLOSET

105105105105

LOCKER ROOMLOCKER ROOMLOCKER ROOMLOCKER ROOM

106106106106

UNISEX TOILETUNISEX TOILETUNISEX TOILETUNISEX TOILET

107107107107

SHOWERSHOWERSHOWERSHOWER

108108108108

CORR.CORR.CORR.CORR.

110110110110

TRAVEL DISTANCE = 52' - 0"

EXIT EXIT EXIT

EXIT

FE

FE FE FE

FE

FE

235 SF

BUSINESS

SERVICE YARDSERVICE YARDSERVICE YARDSERVICE YARD

113113113113


FUTUREFUTUREFUTUREFUTURE

CHILLERSCHILLERSCHILLERSCHILLERS

102102102102

EXIT

EXIT




EGRESS WIDTH

FIRST FLOOR OCCUPANT LOAD:FIRST FLOOR OCCUPANT LOAD:FIRST FLOOR OCCUPANT LOAD:FIRST FLOOR OCCUPANT LOAD: 64 PERSONS64 PERSONS64 PERSONS64 PERSONSREQUIRED EXIT WIDTH: 0' - 10"64 x 0.15 inches per occupant = 9.6"

PROVIDED EXIT WIDTH: 30' - 0"4 Double Doors at 72" clear each = 288"2 Single Doors at 36" clear each = 72"

Total Provided Exit = 360" (30' - 0")

MEZZANINE 1 OCCUPANT LOAD:MEZZANINE 1 OCCUPANT LOAD:MEZZANINE 1 OCCUPANT LOAD:MEZZANINE 1 OCCUPANT LOAD: 4 PERSONS4 PERSONS4 PERSONS4 PERSONSREQUIRED EXIT WIDTH AT STAIRS: 0' - 1"4 x 0.2 inches per occupant = .8"

PROVIDED EXIT WIDTH AT STAIRS: 3'-0"1 Stair at 36" clear = 36"

MEZZANINE 2 OCCUPANT LOAD:MEZZANINE 2 OCCUPANT LOAD:MEZZANINE 2 OCCUPANT LOAD:MEZZANINE 2 OCCUPANT LOAD: 3 PERSONS3 PERSONS3 PERSONS3 PERSONSREQUIRED EXIT WIDTH: 0 - 1"3 x 0.2 inches per occupant = .6"

PROVIDED EXIT WIDTH: 2'-0"1 Wall Mounted Ladder at 24" clear = 24"

711 SF

STOR./MECH.

932 SF

STOR./MECH.

TRAVEL DISTANCE = 74'-1"

WALLMOUNTED

LADDER

TRAVEL DISTANCE = 72'-3"

FE

FESERVICE YARDSERVICE YARDSERVICE YARDSERVICE YARD

113113113113 MEZZANINE 2MEZZANINE 2MEZZANINE 2MEZZANINE 2

202202202202

MEZZANINE 1MEZZANINE 1MEZZANINE 1MEZZANINE 1

201201201201

FIRST FLOOR EXIT

FIRSTFLOOR

EXIT

RAILINGLOCATION AT

MEZZANINE(AT PERIMETER

OF AREA

WITHOUT LOWBEAMS)

CODE LEGEND:

BUSINESS OCCUPANCY

FACTORY OCCUPANCY

STORAGE/MECHANICALOCCUPANCY

EXIT SIGN

FIRE EXTINGUISHERFE

CE

NT

RA

L C

OO

LIN

G A

ND

HE

AT

ING

PLA

NT

CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

OU

NT

Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A0.2

LIF

E S

AF

ET

Y P

LA

NS

07/05/11

3/32" = 1'-0"A0.2

1 FIRST FLOOR LIFE SAFETY PLAN

3/32" = 1'-0"A0.2

2 MEZZANINE LIFE SAFETY PLAN


B C D E

2

3

A3.2 2

A3.21

A3.1

1

A3.1

2



104 ELECTRICALELECTRICALELECTRICALELECTRICAL

ROOMROOMROOMROOM

103


112


105

CONTROL ROOMCONTROL ROOMCONTROL ROOMCONTROL ROOM

111


107


108

1' - 10" 19' - 8" 19' - 10" 24' - 4" 16' - 0" 19' - 10"1' - 10"

1

A3.3

1

A3.3

2

A3.3

2

A3.3

F

104B

EWC

103' - 4"

111

112A

108

106

103B



101

1

1

1

11

4" 3' - 8" 8' - 8" 4' - 0"

1' - 10"

39' - 2" 16' - 8" 7' - 8" 16' - 8"

29' - 0"

8"

8"

3' - 0"

1' - 0"8" 5' - 8" 8" 8" 14' - 4"

1' - 0"4"

4"

19

' - 8

"3

' - 4

"1

1' -

0"

25

' - 4

"

1' -

10

"

23

' - 0

"1

1' -

0"

5' -

8"

7' -

8"

12

' - 0

"1

' - 1

0"

1' -

10

"2

' - 8

"4

' - 0

"4

' - 8

"8

"8

' - 0

"5

' - 4

"

103' - 4"

1

1

1

1

63

' - 0

"

8' -

4"

7' -

8"

17

' - 8

"7

' - 8

"5

' - 8

"7

' - 8

"8

' - 4

"

C

D

B

A

1' -

10

"

9' -

8"

8"

15

' - 0

"

A7.4

1


110

7' -

3" 5

"5

"

5' -

3"

A7.14

A7.2

1

A7.11

A7.13

A7.12

2

101A

103A104A101B

WALL-MOUNTEDSTEEL LADDER

FOR MEZZANINEACCESS, SEE

DWG. 5/A5.1

L2

L1

L1

A7.3

3

4

1

4

A

A3.2

1

A4.32

A4.3

3

A4.3

FUTURECOOLING

TOWERS ANDPLATFORMS

COOLING TOWERSAND PLATFORMS,

SEE MECHANICAL

3' - 4"

4"

3' - 0"

3

0.5

1.5

2.2

2.5

3.1

3.8

I J H

105

1

1


106

107

STAIR 1STAIR 1STAIR 1STAIR 1

109

23

' - 0

"

4" 16' - 0" 4"

A5.1

1

A7.32

SEE TOILETACCESSORY

SCHEDULE ATDRAWING A7.4

A7.31

CJCJ

CJCJ

CJ

CJCJ

CJ

CJ

CJCJCJCJ

CJ

CJCJ

CJ

CJ

THIS WALL EXTENDS TOUNDERSIDE OF ROOF DECK,

SEE STRUCTURAL.

FE

FEFE FE

FE

FE

A4.1

3

A4.2

3


113

5

A5.1

102A

SELF-CONTAINEDBREATHING APPARATUS,

SEE MECHANICAL

63

' - 0

"



102

1' -

10

"1

9' -

8"

20

' - 0

"1

9' -

8"

1' -

10

"

4' -

4"

4"

4' -

8"

2' -

8"

4"

2' -

8"

14

' - 8

"4

"2

' - 8

"

3' - 0"

4"

2' - 8"3' - 4"

4"

3' - 0" 2' - 8"

4"

3' - 0" 2' - 8"

4"

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

4"

3' - 4"

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

5' -

0"

4"

4' -

4"

3' - 8" 4" 3' - 8" 3' - 0" 4" 3' - 4"

S1 S1 S1

S1

112B

101C

S1

S1

2

A4.4

1

A4.4

A4.1

4

7' -

4"

2' -

0"

13

' - 8

"

S1

52' - 0"

(5 EQUAL SPACES)

43' - 8" 8' - 0" GATE

4"

8"

(10

EQ

UA

L S

PA

CE

S)

74

' - 1

"8' - 0" GATE

(5 EQUAL SPACES)

44' - 0"

8"

52' - 0"

(2 E

QU

AL

SP

AC

ES

)

11

' - 5

"4

"

109

VINYL COATED CHAIN LINKFENCE

VINYL COATED CHAIN LINKFENCE GATE

14

' - 0

"5

' - 0

"8

"5

' - 8

"1

' - 1

0"

6' - 8" 12' - 0" 6' - 8" 12' - 0" 6' - 8" 7' - 8" 6' - 0" 7' - 8" 6' - 0" 7' - 8" 5' - 8" 12' - 0" 6' - 8"

16

' - 0

"9

' - 4

"1

2' -

0"

9' -

8"

9' -

0"

7' -

0"

6' - 8" 12' - 0" 5' - 8" 12' - 0" 7' - 8" 7' - 8" 5' - 0" 7' - 8" 5' - 0" 7' - 8" 7' - 8" 12' - 0" 6' - 8"

102B

2' -

11

"5"

5"

19

' - 3

"

14

' - 4

"8

"7

' - 4

"

2' -

3"

5"

5"

4' -

3"

FUTURECHILLER

FUTURECHILLER

102D

L2

1

PARTITION TYPE 1:8" REINFORCED FULL HEIGHT CMU

WALL (SEE STRUCTURAL)

PARTITION TYPE LEGEND:

2

PARTITION TYPE 2:8" REINFORCED PARTIAL HEIGHT

CMU WALL (SEE STRUCTURAL)

3

PARTITION TYPE 3:4" FULL HEIGHT CMU WALL

(SEE STRUCTURAL)

4

PARTITION TYPE 4:6" FULL HEIGHT REINFORCED


ROOM NAMEROOM NAMEROOM NAMEROOM NAME

101

A

ROOM NAME

ROOM NUMBER

INTERIOR GLAZING

S1EXTERIOR STOREFRONT

1PARTITION TYPE

AA.2COLUMN GRID LINE

SECTION NUMBER

1

A101SHEET NUMBER

SECTION

ELEVATION NUMBER

SHEET NUMBER

INTERIOR ELEVATION

A6.4

4

3ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

EXTERIOR ELEVATION

888ADOOR NUMBER

3

A6.4

SYMBOLS:

CJ

BRICK CONTROL JOINT, SEEDETAILS 4/A4.1 AND 5/A4.1.

WALL-MOUNTED FIRE EXTINGUISHER W/BRACKET

FE

L1EXTERIOR LOUVER

ABBREVIATIONS

@ AT& AND

# NUMBERCENTERLINE

ACT ACOUSTICAL CEILING TILE

AESS ARCHITECTURAL EXPOSED STRUCTURAL STEELA.F.F. ABOVE FINISH FLOOR

AWI AMERICAN WOOD INSTITUTE

CF COLD FORMEDCJ CONTROL JOINT

CONC CONCRETE

CPT CARPETDIA DIAMETER

DS DOWNSPOUT

EF EACH FACEEIFS EXTERIOR INSULATION FINISH SYSTEMS

EJ EXPANSION JOINTEQ EQUAL

EWC ELECTRICAL WATER COOLER

EXST EXISTINGFE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLU FLUOROPOLYMER FINISHGA GAUGE

GWB GYPSUM WALLBOARD

HGT HEIGHTHVAC HEATING VENTILATION AIR CONDITIONING

MATL MATERIALMAX MAXIMUM

MFG MANUFACTURER

MIN MINIMUMMTL METAL

N.I.C. NOT IN CONTRACT

NO NUMBERO.C. ON CENTER

OD OVERFLOW DRAIN

O.D. OUTSIDE DIAMETEROH OPPOSITE HAND

PNT PAINT

RCP REFLECTED CEILING PLANRD ROOF DRAIN

SIM SIMILARSPNK SPRINKLERED

TBD TO BE DETERMINED

TEMP TEMPORARYTYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILEW/ WITH

WD WOOD

GENERAL NOTES

1. ROOF RIDGE HEIGHTS GIVEN FOR REFERENCE

ONLY. HEIGHT COULD VARY +/- FROM HEIGHT

GIVEN AT THESE DOCUMENTS. HEIGHT OF ROOF

RIDGES TO BE DETERMINED BY TRUSS BEARING

ELEVATION.

2. SEE FIRST FLOOR PLAN FOR BRICK CONTROL

JOINT LOCATION DIMENSIONS.

3. EXTERIOR LIGHT FIXTURES TO BE CENTERED ON

BRICK REVEALS, UNLESS NOTED OTHERWISE.

4. REFRIGERANT MONITOR/HORN STROBE TO BE

CENTERED ON BRICK REVEALS, UNLESS NOTED

OTHERWISE.

5. SEE EXTERIOR ELEVATIONS AT DRAWINGS A3.1 AND

A3.2 FOR LOCATION OF EXTERIOR SIGNAGE.

CE

NT

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

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A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A1.1

FIR

ST

FLO

OR

PLA

N

07/05/11

3/16" = 1'-0"A1.1

1 FIRST FLOOR

N


B C D E

2

3

A3.2 2

A3.21

A3.1

2

1

A3.3

1

A3.3

2

A3.3

2

A3.3

F

4"

24' - 8" 2' - 8" 13' - 4"

102' - 8"

1' - 6" 19' - 8" 19' - 10" 24' - 4" 16' - 0" 19' - 10" 1' - 6"

1' -

6"

25

' - 4

"1

1' -

0"

3' -

4"

19

' - 8

"1

' - 6

"

5' -

8"

41' - 0"

28' - 4"

1' -

6"

19

' - 8

"2

0' -

0"

19

' - 8

"

1' -

6"

62

' - 4

"

ALUMINUM AWNINGBELOW (TYP. FOR 7)


201


202

A7.14

A7.2

1

A7.11

2

15

' - 8

"4

' - 0

"5

' - 8

"

WALL-MOUNTEDSTEEL LADDER FOR

MEZZANINEACCESS, SEE DWG.

5/A5.1

OUTLINE OF OVERHEADDOOR IN RAISED

POSITION - HORIZONTALABOVE THE BOTTOM

CHORD OF THE METAL

TRUSSES

1

4

A

A3.2

1

A4.32

A4.3

3

A4.3

3

CONCRETE SLAB ATMEZZANINE

OUTLINE OF ROOF ABOVE

PAINTED STEELPIPE RAIL

FANS, SEEMECHANICAL

CONCRETESLAB AT

MEZZANINE

0.5

1.5

2.2

2.5

3.1

3.8

I J H


109

A3.1

1

A5.1

2

A7.32

A5.23

A5.2

4A5.2

5

A5.2

6

A5.27

A5.2

1

A5.22

A7.31

ALUMINUM AWNING BELOW,TYPICAL FOR 7

CJCJCJCJ

CJCJ

CJ

CJ

CJ

CJ

CJCJCJCJCJ

CJ

CJ

8

A5.2

FE

FE


113

5

A5.1CJ

2

A4.4

1

A4.4

VINYL COATED CHAIN LINKFENCE

VINYL COATED CHAIN LINKFENCE GATE

FUTURECOOLING

TOWERS ANDPLATFORMS

COOLING TOWERSAND PLATFORMS,

SEE MECHANICAL

S2

S2 S2 S2

S2S2

6' - 4" 12' - 0" 5' - 8" 12' - 0" 48' - 4" 12' - 0" 6' - 4"

25

' - 4

"1

2' -

0"

25

' - 0

"

6' - 4" 12' - 0" 6' - 8" 12' - 0" 47' - 4" 12' - 0" 6' - 4"


101

A

ROOM NAME

ROOM NUMBER

INTERIOR GLAZING


1PARTITION TYPE


SECTION NUMBER

1

A101SHEET NUMBER

SECTION

ELEVATION NUMBER

SHEET NUMBER

INTERIOR ELEVATION

A6.4

4

3ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

EXTERIOR ELEVATION

888ADOOR NUMBER

3

A6.4

SYMBOLS:

CJ



FE

L1EXTERIOR LOUVER

GENERAL NOTES





ELEVATION.







OTHERWISE.



1

PARTITION TYPE 1:8" REINFORCED FULL HEIGHT CMU

WALL (SEE STRUCTURAL)


2



3


(SEE STRUCTURAL)

4

PARTITION TYPE 4:6" FULL HEIGHT REINFORCED


CE

NT

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HE

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PLA

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

OU

NT

Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A1.2

ME

ZZ

AN

INE

& C

LE

RE

ST

OR

Y P

LA

NS

07/05/11

3/16" = 1'-0"A1.2

1 MEZZANINE N


B C D E

2

3

A3.2 2

A3.21

A3.1

2

1

A3.3

1

A3.3

2

A3.3

2

A3.3

F

1

4

A

SLO

PE

5:1

2

SLO

PE

5:1

2

SLO

PE

5:1

2

SLO

PE

5:1

2

RIDGE VENT

DASHED LINEINDICATES WALL

BELOW

ALUMINUM AWNINGBELOW (TYP. FOR 7)

1

A4.3

2

A4.3

3

A4.3

SERVICE YARD BELOW

ARCHITECTURAL ASPHALT SHINGLESLOPED ROOF (SLOPE 5:12)

0.5

1.5

2.2

2.5

3.1

3.8

I J H

2

A1.3

TYP.

2

A1.3

TYP.

5

A1.4VINYL COATED CHAIN LINKFENCE BELOW

(AT UNDERSIDE OF SOFFIT)

A1.5

1

A1.52

1

A4.4

4' - 0" 4' - 1"4' - 1" 4' - 0"

RIDGE

VALL

EY

VA

LLEY

VA

LLEY

VALL

EY

4' -

1"

4' -

1"

VINYL COATED CHAIN LINKFENCE GATE BELOW

SLOPESLOPESLOPESLOPE

8:128:128:128:12


8:128:128:128:12


8:128:128:128:12


8:128:128:128:12

4

A1.4

9

A1.5

SIM

3

A1.4

3

A1.4

4

A1.44

A1.4

RIDGE VENT

RIDGE VENT

3

A1.3

RIDGE RIDGE

2' - 0"

2' -

0"

2' - 0"

2' -

0"

2' - 0"2' - 0"

1' -

6"

1' -

6"

ROOF VENT PIPE,SEE PLUMBING





101

A

ROOM NAME

ROOM NUMBER

INTERIOR GLAZING


1PARTITION TYPE


SECTION NUMBER

1

A101SHEET NUMBER

SECTION

ELEVATION NUMBER

SHEET NUMBER

INTERIOR ELEVATION

A6.4

4

3ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

EXTERIOR ELEVATION

888ADOOR NUMBER

3

A6.4

SYMBOLS:

CJ



FE

L1EXTERIOR LOUVER

GENERAL NOTES





ELEVATION.







OTHERWISE.



BOTTOM OF TRUSS17' - 8"

SHINGLE EXPOSURE, TYP.

4" MFR.'S RECOMMENDED LAMINATED

MARKED NAIL LINE3" TO 4" MAX. FROM

SHINGLE EDGE TO FIRST 7.08

5.02

5.03

6.01

5.01

6.05

7.12

7.04

7.02

6.04

6.01

7.06

6.04

3" 3 1/2"

9"

6 3

/4"

7.03

6.01

7.07

4 7

/8"

6.02

6.02

BEYOND

6.09

7.07

9"

6 3

/4"

7.08

5.02

5.03

6.01

5.01

6.05

7.12

7.02

6.01

6.04

6.04

7.03

6.01

7.07

3" 3 1/2"

2 7

/8"

6.02

6.09

6.02

7.15

BEYOND

CE

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PLA

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

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Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A1.3

RO

OF

PLA

N

07/05/11

3/16" = 1'-0"A1.3

1 ROOF PLANN

ROOF DETAIL KEYNOTE LEGEND

NO. ITEM DESCRIPTION

7.03 ALUMINUM EDGE TRIM WITH CONTINUOUS METAL CLEAT

7.04 STARTER SHINGLE

7.05 PROVIDE 3" OPENING FOR VENTILATION

7.06 MANUFACTURER'S MARKED NAIL LINE, TYP.

7.07 ONE (1) LAYER CONTINUOUS ICE AND WATER SHIELDUNDERLAYMENT

7.08 VENTED RIGID INSULATION ROOF BOARD - 3/4" BOARD WITH 5" THICKRIGID INSULATION AND 1 1/2" AIR SPACE (R-15.3)

7.09 RIDGE VENT

7.10 THERMAL BATT INSULATION

7.11 SELF ADHERED FLASHING

7.12 LAMINATED SHINGLE ROOFING

7.13 1 1/2" RIGID INSULATION

7.14 DAMP PROOFING

7.15 ARROWS INDICATE AIR FLOW FROM VENTED ROOF BOARD TO SOFFITAND RIDGE

7.16 PROVIDE SEALANT AT METAL DECK FLUTES

7.17 PROVIDE NEOPRENE SPACER BETWEEN DISSIMILAR METALS

OPENINGS

8.01 HOLLOW METAL FRAME (STUFF WITH BATT INSULATION)

8.02 HOLLOW METAL FRAME BEYOND

FINISHES

9.01 5/8" GYPSUM WALLBOARD

9.02 1/2" SILICONIZED GYPSUM SHEATHING

SPECIALTIES

10.01 ALUMINUM LOUVER W/ FLUOROPOLYMER FINISH

10.02 ALUMINUM SILL PAN AT LOUVER

10.03 ALUMINUM INSECT/BUG SCREEN AT LOUVER



MASONRY

4.01 FACE BRICK WITH WATER REPELLENT COATING

4.02 SOILDER COURSE FACE BRICK PROJECTED 1"

4.03 ROWLOCK COURSE

4.04 12" CMU

4.05 12" CMU BOND BEAM, SEE STRUCTURAL

4.08 HORIZONTAL JOINT REINFORCING AT 16" O.C. MAX.

4.09 SLOPING BOND BEAM (SEE STRUCTURAL)

4.10 12" CMU CUT TO FIT BELOW SLOPING BOND BEAM AT TOP OF WALL

METALS

5.01 STEEL ANGLE (SEE STRUCTURAL)

5.02 METAL ROOF DECK (SEE STRUCTURAL)

5.03 METAL TRUSS RAFTERS AT +/- 4'-0" O.C. (SEE STRUCTURAL)

5.04 6" COLD FORMED METAL FRAMING


5.06 BENT PLATE TRUSS CONNECTION (SEE STRUCTURAL)

WOODS, PLASTICS AND COMPOSITES

6.01 CONTINUOUS TREATED 1X OR 2X WOOD BLOCKING AS SHOWN

6.02 6" LONG SECTION OF TREATED 1X OR 2X WOOD BLOCKING AT 24"O.C.

6.03 CONTINUOUS TREATED 1X OR 2X WOOD BLOCKING BEYOND

6.04 5/16" FIBER CEMENT BOARD, CUT TO FIT AS REQUIRED

6.05 1/4" PERFORATED FIBER CEMENT SOFFIT BOARD, 2'-0" WIDE

6.06 3/4" x 7 1/4" NOMINAL FIBER CEMENT BOARD TRIM

6.07 3/4" TREATED EXTERIOR PLYWOOD

6.09 3/4" X 2 1/2" FIBER CEMENT BATTEN AT SOFFIT JOINT

6.10 TREATED WOOD SHIM

THERMAL AND MOISTURE PROTECTION

7.01 CONTINUOUS SEALANT

7.02 STARTER STRIP 3" = 1'-0"A1.3

2 ROOF FASCIA DETAIL 3" = 1'-0"A1.3

3 ROOF FASCIA DETAIL



4

7.10

9.01

5.05

4.05

4.08

4.04

7.06

7.12

7.07

7.08

5.02

5.03

6.01

9.02

7.07

7.03

4.03

7.14

4.01

7.01

6.09

7.01

5.06

6.05

1" 1' - 6"

1' -

0"

1' -

4"

1"

1 1

/2"

6.01

7.13

4.02

5.01

5.03

7.15

6.09

GENERAL NOTES





ELEVATION.







OTHERWISE.




6.04

6.03

5.02

7.12

7.07

7.08

8 7

/8"

7.15

6.09

5" MIN.

5" MIN.

5.02

7.08

7.07

7.11

WHERE ROOFING FELTS ARE ON VALLEYFLASHING, SET EDGE OF ROOFING

FELTS IN CONTINUOUS ROOFINGCEMENT

8"

MIN

. O

VE

RL

AP

7.12

F

1' -

0"

1' -

6"

1' - 6"1"

7/8

"

1 3

/8"

7.10

4.09

7.12

7.07

7.08

5.02

5.03

6.01

7.07

7.03

4.03

4.02

5.01

7.16

6.01

4.04

4.10

6.05

7.16

6.09

7.13

7.14

4.01

24' - 6 1/2"TOP OF CMU (VARIES)

6.09

7.15

ROOF RIDGE31' - 11"

7.05

7.09

6.02

7.07

7.08

5.02

7.123"

7.15

CE

NT

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G A

ND

HE

AT

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PLA

NT

CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

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Y, S

OU

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CA

RO

LIN

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DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A1.4

RO

OF

DE

TA

ILS

07/05/11

3" = 1'-0"A1.4

1 ENLARGED PANEL EAVE DETAIL









7.09 RIDGE VENT





7.14 DAMP PROOFING




OPENINGS



FINISHES



SPECIALTIES






MASONRY



4.03 ROWLOCK COURSE

4.04 12" CMU





METALS



















7.02 STARTER STRIP

3" = 1'-0"A1.4

5 TRUSS/EAVE DETAIL

1 1/2" = 1'-0"A1.4

3 VALLEY FLASHING

3" = 1'-0"A1.4

2 ENLARGED PANEL EAVE DETAIL

3" = 1'-0"A1.4

4 RIDGE VENT


GENERAL NOTES





ELEVATION.







OTHERWISE.



3 4

8

A1.5

4

A1.5

5/16" X 4'-0" WIDEFIBER CEMENT

BOARD

3/4" x 7 1/4" FIBERCEMENT BOARD

9

A1.5

SIM

3/4" X 2 1/2" WIDEFIBER CEMENT

BATTEN BOARD,TYPICAL

ROOF RIDGE VENT

DORMER RIDGE30' - 5"

3

A1.5ROOF RIDGE

31' - 11"

8

A1.5

L3

12

8

7 1/4"

5' - 2"

7 1/4"

+/-

1' -

6"

10

' - 4

3/4

"

1' -

6 1

/4"

8' -

2 1

/2"

8"

1' -

8 5

/8"

6' -

5 7

/8"

DORMER RIDGE30' - 5"

4

A1.5

6

A1.5

5

ALUMINUMLOUVER SET IN

HOLLOW METALFRAME

TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:LAMINATED SHINGLE ROOFING

ON (1) LAYER OF ICE AND WATERSHIELD OVER 5" VENTED

INSULATION BOARD (R=15.3)

OVER STRUCTURAL ROOF DECKON METAL TRUSSES, SEE

STRUCTURAL

A1.5

9

8"

3"

VA

RIE

S2

3/8

"4

1/4

"1

1 1

/2"

2' - 0" 8"

1' - 2 5/8"

A1.5

7

TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:LAMINATED SHINGLE ROOFING ON

(1) LAYER OF ICE AND WATERSHIELD OVER 5" VENTED

INSULATION BOARD (R=15.3) OVER

STRUCTURAL ROOF DECK ONMETAL TRUSSES, SEE STRUCTURAL

TRUSS, SEE STRUCTURAL

5/16" FIBER CEMENT BOARD

CONTINUOUS ICE AND WATER SHIELDBEHIND FIBER CEMENT BOARDS

6" COLD-FORMED METALFRAMING AT 12" O.C.

6" THERMAL BATTINSULATION (R-21 MIN.)

1/2" SILICONIZEDGYPSUM SHEATHING


TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:LAMINATED SHINGLE ROOFING

ON (1) LAYER OF ICE AND WATERSHIELD OVER 5" VENTED

INSULATION BOARD (R=15.3)

OVER STRUCTURAL ROOF DECKON METAL TRUSSES, SEE

STRUCTURAL

A1.5

9 SIM

2' - 0" 6 7/8"

7.07

6.10

8.01

6.01

7.10

5.04

7.01

6.06

9.02

7.08

10.01

8.02

7.01

7.07

6.05

6.01

5.02

7.12

2"

3/8

"7

1/4

"

7.17

10.03

7.12

7.07

7.08

5.02

7.11

7.07

9.02

7.10

5.04

6.01

7.03

7.01

8.01

7.01

10.01

8.02

7.01

8"

2 7

/8"

5/8

"

8"

6.07

7.01

7.17

5.03

6.10

10.02

10.03

6.01

7.01

8.01

7.01

10.02

6.01

7.017 1/4"

3/8"

2"

6.06

7.10

5.04

9.02

8"

7.07

6.04

6.10

7.01

10.01

10.03

AT CORNER

BELOW

7.17

7.08

5.02

5.01

7.07

6.01

7.12

6.07

7.15

7.07

9.02

7.10

5.04

5.03

8"

4

7.08

5.02

6.05

6.01

5.01

7.12

7.02

7.03

7.07

6.02

TOP OF ROOF AT DORMER (VARIES)

3" 3 1/2"

6.017 1

/2"

4"

11

1/2

"

2 7

/8"

6.04

6.09

CE

NT

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HE

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PLA

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

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CA

RO

LIN

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DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A1.5

RO

OF

DE

TA

ILS

07/05/11

1/2" = 1'-0"A1.5

2 DORMER ELEVATION 1/2" = 1'-0"A1.5

1 DORMER ELEVATION

1 1/2" = 1'-0"A1.5

3 DOMER-SECTION 1 1/2" = 1'-0"A1.5

4 DORMER SECTION

3" = 1'-0"A1.5

6 HEAD

3" = 1'-0"A1.5

5 SILL

3" = 1'-0"A1.5

8 JAMB









7.09 RIDGE VENT





7.14 DAMP PROOFING




OPENINGS



FINISHES



SPECIALTIES






MASONRY



4.03 ROWLOCK COURSE

4.04 12" CMU





METALS



















7.02 STARTER STRIP

3" = 1'-0"A1.5

7 ROOF DETAIL

3" = 1'-0"A1.5

9 ROOF FASCIA DETAIL


B C D E

2

3

1

A3.3

1

A3.3

2

A3.3

2

A3.3

F

1

4

A

1

A4.3

2

A4.3

3

A4.3

2

A2.1

2

A2.1

SIM

EXPOSED BRICK AT HEADABOVE (TYP. AT OPENINGS)

STEEL BAR JOISTS, SEESTRUCTURAL

UNDERSIDE OF ALUMINUM AWNING(TYP. FOR 7)

METAL DECK AT UNDERSIDE OF ROOFABOVE, TYP.

EXPOSED BRICK AT HEADABOVE, TYPICAL AT

OPENINGS

PERFORATED FIBER CEMENTPANELS AT EXTERIOR SOFFITS,

2'-0" WIDE



101

EXTERIOR LIGHT FIXTURE CENTERED ONBRICK REVEAL UNLESS NOTED

OTHERWISE, SEE ELECTRICAL

8

A5.2

1

A4.5

2

A4.4

1

A4.4

STEEL TRUSSES, TYP. SEESTRUCTURAL.

STEEL BEAM W/ PAINT FINISH,TYPICAL. SEE STRUCTURAL.



104

ELECTRICALELECTRICALELECTRICALELECTRICAL

ROOMROOMROOMROOM

103


105


111


112


110


106


108


107


109



102

STEEL TRUSSES, TYP. SEESTRUCTURAL.

STEEL BEAM, TYP. SEESTRUCTURAL.

LINE OF STAIR STRUCTUREBELOW

STEEL COLUMN W/ PAINTFINISH, TYPICAL. SEE

STRUCTURAL.

OUTLINE OF OVERHEADDOOR IN RAISED POSITION

- HORIZONTAL ABOVE THEBOTTOM CHORD OF THE

METAL TRUSSES

MEZZANINE10' - 8"

2' - 8"

CMU BOND BEAM, SEESTRUCTURAL

8" CMU WALL, SEEPARTITION TYPES

ACOUSTICAL CEILINGTILE, SEE CEILING PLAN

METAL CEILING EDGEBY CEILING GRID

SUPPLIER, FINISH TOMATCH CEILING

CONCRETE SLABON METAL DECK

STEEL ANGLE AT SLAB EDGEWITH PAINT FINISH


1 1/2" DIA. STEEL POST ATGUARDRAIL WITH PAINT FINISH

HORIZONTAL JOINTREINFORCING

STEEL BAR JOIST, SEESTRUCTURAL.

INFILL AND CUT CMUUNDER BOND BEAM

2' x 2' ACOUSTICAL CEILING TILE WITHSUSPENDED CEILING GRID

RCP LEGEND:

2' x 4' LAY-IN LIGHT FIXTURE

2' x 2' LAY-IN LIGHT FIXTURE - EMERGENCY

EXIT LIGHT

2' x 4' LAY-IN LIGHT FIXTURE - EMERGENCY

1' x 4' SUSPENDED LIGHT FIXTURE

1' x 4' SUSPENDED LIGHT FIXTURE -EMERGENCY

WALL SCONCE

SUSPENDED PENDANT

2' x 2' RETURN GRILL(SEE MECHANICAL)

2' x 2' SUPPLY DIFFUSER(SEE MECHANICAL)

1' x 1' EXHAUST FAN

WALL SCONCE -EMERGENCY

C D E

2

3

1

4


202


201

DASHED LINE INDICATES EXTENTS OFMEZZANINE SLAB BELOW

SUSPENDED LIGHT FIXTURE ABOVEMEZZANINE, SEE ELECTRICAL DWGS.

SUSPENDED LIGHT FIXTURE ABOVEMEZZANINE, SEE ELECTRICAL DWGS.

CMU WALL TO UNDERSIDE OF STRUCTUREABOVE (SEE STRUCTURAL)

EXPOSED METAL DECK AT UNDERSIDEOF ROOF ABOVE

EXPOSED STEEL COLUMN WITH PAINTFINISH, TYP. (SEE STRUCTURAL)

EXPOSED STEEL BEAM WITH PAINTFINISH , TYP. (SEE STRUCTURAL)

STEEL TRUSSES, TYP. (SEE STRUCTURAL)

CE

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SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

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DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A2.1

RE

FLE

CT

ED

CE

ILIN

G P

LA

NS

& C

EIL

ING

DE

TA

ILS

07/05/11

3/16" = 1'-0"A2.1

1 FIRST FLOOR RELFECTED CEILING PLAN

N

1 1/2" = 1'-0"A2.1

2 CEILING DETAIL

3/16" = 1'-0"A2.1

3 PARTIAL MEZZANINE REFLECTED CEILING PLANN


BCDE


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 2 THIS SHEET

FOR TYPICAL NOTES

1

A3.3

1

A3.3

F A

1

A4.32

A4.3

3

A4.3

ALUMINUM AWNING WITHFLUOROPOLYMER FINISH, TYP.

FOR 7. SEE DWG. A4.5

103A 104A 101B

S2 S2S2

IJH

TOP OF EXTERIOR

OPENING13' - 4"

1

A4.5

CJ CJCJ CJ CJ CJ

REFRIGERANT MONITOR/HORNSTROBE CENTERED ON BRICK

REVEAL, SEE ELECTRICALTHROUGH-WALL EXHAUST, SEEMECHANICAL

REFRIGERANT WARNING SIGNCENTERED ON BRICK REVEAL

A3.2

4

CJ

ROOF RIDGE31' - 11"

COOLING TOWER,SEE MECHANICAL

4' - 0"

4' - 0"

4' - 0"

4

A1.4

A4.1

1 SIM

B C D E


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

ARCHITECTURAL ASPHALT SHINGLE SLOPEDROOF (SLOPE 5:12)

DORMER WITH LOUVER, SEE DWG. A1.5

ALUMINUM STOREFRONT DOOR W/1/2" LAMINATED GLASS &

FLUOROPOLYMER FINISH

BRICK WATER TABLE ROWLOCK COURSE ANDONE ROWLOCK COURSE

BRICK HEADER ABOVEMASONRY OPENING,

PROJECTED 1"

BRICK VENEER EXTERIORFINISH

ALUMINUM CANOPY W/FLUOROPOLYMER FINISH,

TYPICAL FOR 7

1

A3.3

1

A3.3

F

A4.1

1

A

1

A4.3

2

A4.3

3

A4.3

S2S2

I J H

TOP OF EXTERIOR

OPENING13' - 4"

VINYL COATED CHAINLINK FENCE

CJ CJ CJ CJ CJ CJ CJ

EXTERIOR LIGHT FIXTURE CENTERED ONBRICK REVEAL UNLESS DIMENSIONED

OTHERWISE, SEE ELECTRICAL


REVEAL, SEE ELECTRICAL

REFRIGERANT WARNING SIGNCENTERED ON BRICK REVEAL

VINYL COATED CHAINLINK FENCE GATE

FIXED ALUMINUM STOREFRONTDOOR W/ 1/2" LAMINATED GLASS

& FLUOROPOLYMER FINISH

5/16" FIBER CEMENTBOARD

EXTERIOR STOREFRONTSYSTEM

3/4" X 7 1/4" FIBER CEMENT BOARDLAID IN 45 DEGREE PATTERN

112B 101C

S2

109

L3L3

ROOF RIDGE31' - 11"

FUTURE COOLING TOWER,SEE MECH.

A1.5

23

A1.5

4' - 0"

4' - 0"

4' - 0"

4

A1.4

ROOF RIDGE VENT

VERTICAL BRICKREVEAL (4" WIDE)

5

A4.1

4

A4.1

GENERAL NOTES





ELEVATION.







OTHERWISE.



CE

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G A

ND

HE

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PLA

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

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Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A3.1

NO

RT

H &

SO

UT

H E

XT

ER

IOR

ELE

VA

TIO

NS

07/05/11

3/16" = 1'-0"A3.1

1 NORTH ELEVATION

3/16" = 1'-0"A3.1

2 SOUTH ELEVATION


23


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

ARCHITECTURAL ASPHALT SHINGLESLOPED ROOF (SLOPE - 5:12)


ALUMINUM AND GLASS SEGMENTEDOVERHEAD GARAGE DOOR (12'-0"

WIDE x 13'-4" TALL)

BRICK WATER TABLEROWLOCK COURSE AND

ONE ROWLOCK COURSE

ALUMINUM LOUVERS W/FLUOROPOLYMER FINISH

SET IN HOLLOW METALFRAMING

2

A3.3

2

A3.3

FIXED ALUMINUM STOREFRONTSYSTEM WITH FLUOROPOLYMER

FINISH & INSULATED GLASS ATCIRCULAR OPENING

14

A4.2

1

L2

BRICK SOLDIER COURSE AROUNDCIRCULAR MASONRY OPENING,

PROJECTED 1"

0.51.52.22.53.13.8

TOP OF EXTERIOR

OPENING13' - 4"

12

5

12

5

CJ CJ

ALUMINUM LOUVERS W/FLUOROPOLYMER FINISH SET IN

HOLLOW METAL FRAMING

VINYL COATED CHAINLINK FENCE

EXTERIOR LIGHT FIXTURE CENTERED ON BRICK REVEALUNLESS DIMENSIONED OTHERWISE, SEE ELECTRICAL


REVEAL, SEE ELECTRICALREFRIGERANT MONITOR/HORN STROBECENTERED ON BRICK REVEAL, SEE ELECTRICAL

102A

REFRIGERANT WARNING SIGNCENTERED ON BRICK

REVEAL, SEE DWG. 4/A3.2

REFRIGERANT WARNING SIGN CENTERED ONBRICK REVEAL, SEE DWG. 4/A3.2

2

A4.4

1

A4.4

S3

ROOF RIDGE31' - 11"

3' - 6" 3' - 6"

4' - 0"

4' - 0"

4' - 0"

4

A4.1

5

A4.1

DORMER WITH LOUVER, SEEDWG. A1.5

2

A1.4

CJCJ

102B

5/16" X 4'-0" WIDE FIBER CEMENT BOARD, CUT TOFIT WITH JOINTS AT 4'-0" O.C. AND 3/4" X 2 1/2"

FIBER CEMENT BATTENS AT JOINT LOCATIONS

102D L2

2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 1 THIS SHEET FOR TYPICAL

NOTES

2

A3.3

2

A3.3

1 40.5 1.5 2.2 2.5 3.1 3.8

TOP OF EXTERIOR

OPENING13' - 4"

12

5

5

A5.1

2

A4.4

1

A4.4

S3

ROOF RIDGE31' - 11"

4' - 0"

4' - 0"

4' - 0"

2

A1.4

CJCJ

12

5

2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

2

A3.3

2

A3.3

1 4

L1

L1


NOTES

TOP OF EXTERIOR

OPENING13' - 4"

5

A1.4

12

5

101A

ALUMINUM LOUVERS W/FLUOROPOLYMER FINISH SET

IN HOLLOW METAL FRAMING

ALUMINUM AWNING ATENTRANCE DOORS,

TYPICAL FOR 7

CJCJ

THROUGH- WALL PIPING,SEE MECHANICAL



SELF-CONTAINEDBREATHING APPARATUS,

SEE MECHANICAL

REFRIGERANT WARNING SIGNCENTERED ON BRICK REVEAL,

SEE DWG. 4/A3.2

BREATHINGAPPARATUS WARNING

SIGN, SEE DWG. 5/A3.2

A3.2

5

ROOF RIDGE31' - 11"

A1.5

2

4' - 0"

4' - 0"

4' - 0"

3' - 6"

3' - 6"

4

A4.1

5

A4.1

2

A1.4

S3

VERTICAL BRICKREVEAL (4" WIDE)

GENERAL NOTES





ELEVATION.







OTHERWISE.



1' - 0"

2' - 0"

STAY OUT WHEN

REFRIGERANT ALARM SOUNDS

REFRIGERANT WARNINGSIGN - ALUMINUM SIGN

WITH FRAME

1" TALL PAINTED LETTERS"BLACK"

2 1/4"

2 1/4"

3"

2 1/4"

2 1/4"

MACHINERY ROOM - AUTHORIZED

PERSONNEL ONLY

SELF-CONTAINED

BREATHING APPARATUS

2 1/4"

2 1/4"

3"

2 1/4"

2 1/4"

2' - 0"

BREATHINGAPPARATUS SIGN -

ALUMINUM SIGNWITH FRAME

1" TALL PAINTED LETTERS"BLACK"

1' - 0"

CE

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SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

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A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A3.2

EA

ST

& W

ES

T E

XT

ER

IOR

ELE

VA

TIO

NS

07/05/11

3/16" = 1'-0"A3.2

1 EAST ELEVATION 3/16" = 1'-0"A3.2

2 WEST ELEVATION

3/16" = 1'-0"A3.2

3 WEST ELEVATION 2

3" = 1'-0"A3.2

4 REFRIGERANT SIGN

3" = 1'-0"A3.2

5 BREATHING APPARATUS SIGN


2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

2

A3.3

2

A3.3

STEEL PIPE RAILS AT PERIMETER OFELEVATED SLAB MEZZANINE, SEE DWG A5.2

STEEL BEAM FOR PIPE SUPPORT, SEESTRUCTURAL

EXPOSED STEEL TRUSS AT 4'-0" O.C.

1 4



104



101


110


201MEZZANINE 2MEZZANINE 2MEZZANINE 2MEZZANINE 2

202

STAIR LANDING5' - 6"

TOP OF EXTERIOR

OPENING13' - 4"

STEEL COLUMN, SEESTRUCTURAL EXPOSED CMU WITH

PAINT FINISH

POURED-IN PLACE CONCRETE SLABSUPPORTED BY STEEL BAR JOISTS, SEE

STRUCTURAL

STEEL STAIR STRUCTURE, SEE DWG A5.1

2

A4.4

ROOF RIDGE31' - 11"

106

ROOF RIDGE VENT

BCDE


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

1

A3.3

1

A3.3

F

EXPOSED TRUSS RAFTERS AT +/- 4'-0"O.C., SEE STRUCTURAL

MAIN ENTRANCE DOOR AT END OFCORRIDOR BEYOND

A

1

A4.3

3

A4.3


111



101


110


201

IJH

TOP OF EXTERIOR

OPENING13' - 4"

DASHED LINES INDICATE COOLINGTOWERS, SEE MECHANICAL

ROOF RIDGE31' - 11"



102


107LOCKER ROOMLOCKER ROOMLOCKER ROOMLOCKER ROOM

106

DORMER WITH LOUVER, SEEDWG A1.5

VINYL COATED CHAIN LINK FENCE

VINYL COATED CHAIN LINK FENCE GATE

ALUMINUM STOREFONT SYSTEM

GYPSUM WALLBOARD OVER COLD-FORMED METAL FRAMING WITH FIBER

CEMENT BOARD AT EXTERIOR

4" WIDE BY 5/8" DEEP METAL REVEALBASE WITH PAINT FINISH AT GYPSUM

WALLBOARD INFILL, TYPICAL



GENERAL NOTES





ELEVATION.







OTHERWISE.



CE

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

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DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A3.3

BU

ILD

ING

SE

CT

ION

S

07/05/11

3/16" = 1'-0"A3.3

1 NORTH - SOUTH BUILDING SECTION

3/16" = 1'-0"A3.3

2 EAST - WEST BUILDING SECTION


E


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

1

A4.3

4' - 4"

13' - 4"

2' - 8"

EXTERIOR FIBER CEMENTBOARD SYSTEM

SOLDIER COURSE,PROJECTED 1"

EXTERIOR STOREFRONTSYSTEM

FACE BRICK

TOP OF EXTERIOR

OPENING13' - 4"

2

A4.1

3

A4.1

3/4" X 7 1/4" FIBER CEMENT BOARDLAID IN 45 DEGREE PATTERN

STANDING SEAMALUMINUM AWNING W/


ALUMINUM STOREFRONT DOORW/ 1/2" LAMINATED GLASS &


TWO ROWLOCK COURSESABOVE FLOOR LINE AND TWO

ROWLOCK COURSES BELOW FLOORLINE

4

A4.1

5

A4.1

S2

INSULATED METAL PANEL SETIN STOREFRONT FRAME

EXTERIOR LIGHT FIXTURECENTERED ON BRICK REVEAL,

SEE ELECTRICAL

VERTICAL BRICK REVEAL WITHROCK-FACE TEXTURED BRICK

AT CONTROL JOINTLOCATIONS

1" X 7 1/4" FIBER CEMENT BOARDTRIM

E

4

1

A4.3

1 1/2" RIGID INSULATION

DAMP PROOFING

FACE BRICK

ALUMINUM STOREFRONT SYSTEMWITH FLUOROPOLYMER FINISH

8" SOLID CMU, SEE STRUCTURAL

WATER TABLE ROWLOCK COURSEBELOW

BRICK CONTROL JOINT ATVERTICAL REVEAL

4"

1' - 1"

5"

4" 2' - 8"

3' - 0" 12' - 0"

12" CMU, SEE STRUCTURAL


A6.2

9

1' - 6"

A4.1

5

E

4

4"

EXPANDABLE FILLER

SEALANT AND BACKER ROD

1' - 6"

4"

ROCK-FACE BRICK

FACE BRICK, TYP.

1' - 10"

E

4

4"

1' - 5"

1"

EXPANDABLE FILLER

SEALANT AND BACKER ROD

ROCK-FACE BRICK

FACE BRICK, TYP.

1' - 6"

E

4

1

A4.3

A6.2

6

A4.1

4

2

A4.32' - 8" 4" 2' - 8"

5' - 8" 12' - 0"

1' - 5"

5"

4" CMU, SEESTRUCTURAL

EXTERIOR FIBERCEMENT BOARD

SYSTEM

CONTINUOUS ICE ANDWATER SHIELD BEHIND

FIBER CEMENT BOARDSEXTERIORSTOREFRONT

SYSTEM

BRICKCONTROL JOINT

AT VERTICALREVEAL

5/8" GYPSUM WALLBOARD

6" COLD-FORMED METALFRAMING AT 12" O.C.


1/2" SILICONIZED GYPSUMSHEATHING

10 7/8"

2 1/4"

1"

7 7/8"

2 1/2"

7 1/4" 2' - 5 3/4" 7 1/4"

2 1/2"

7 1/4" 2' - 7" 7 1/4"

2 1/2"

7 1/4" 2' - 5 3/4" 7 1/4"

2 1/2"



1' - 10"

A4.1

6

A4.1

7

EDGE OF SLAB BELOW

1' - 10"

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 2 THIS DRAWING FOR

TYPICAL NOTES

4

7 1/4" 2 1/2" 7 1/4"

7 7/8"

1"

2 1/4"

3/4" x 7 1/4" FIBER CEMENTPLANKS LAID IN 45 DEGREE

PATTERN


6" COLD-FORMED METALFRAMING AT 12" O.C. MIN.




1" X 7 1/4" FIBER CEMENTBOARD TRIM

2X TREATED WOODBLOCKING

CONTINUOUS LAYER ICE ANDWATER SHIELD SELF-ADHERED

FLASHING OVER SHEATHING

4

10 7/8"

2 1/4"

1"

7 7/8"

1' - 10"

2 1/2" 7 1/4"

1" WIDE BY 5/8" DEEP METAL REVEALWITH PAINT FINISH AT JAMB OF GYPSUM



12" CMU, SEE STRUCTURAL

3/4" x 7 1/4" FIBERCEMENT PLANKS LAID

IN 45 DEGREE PATTERN


6" COLD-FORMED METALFRAMING AT 12" O.C. MIN.




DAMPPROOFING

FACE BRICK


3/4" FIBER CEMENTBOARD

1" X 7 1/4" FIBER CEMENTBOARD TRIM

2X TREATED WOODBLOCKING

4" CMU, SEESTRUCTURAL

CONTINUOUS LAYER ICE AND WATERSHIELD SELF-ADHERED FLASHING

OVER SHEATHING

CE

NT

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HE

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

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TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A4.1

EN

LA

RG

ED

ELE

VA

TIO

NS

& W

ALL S

EC

TIO

NS

07/05/11

1/2" = 1'-0"A4.1

1 PARTIAL SOUTH ELEVATION

1" = 1'-0"A4.1

2 PARTIAL PLAN (BELOW MEZZANINE, ABOVE CEILING)

3" = 1'-0"A4.1

4 BRICK REVEAL/CONTROL JOINT

3" = 1'-0"A4.1

5 BRICK REVEAL/CONTROL JOINT

1" = 1'-0"A4.1

3 PARTIAL FIRST FLOOR PLAN


1 1/2" = 1'-0"A4.1

6 MULLION 1 1/2" = 1'-0"A4.1

7 JAMB

2


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

ALUMINUM AND GLASS SEGMENTEDOVERHEAD GARAGE DOOR (12'-0" WIDE

x 13'-4" TALL)

6' - 0"

7' - 4"

2' - 8"

2.22.5

BRICK SOLDIER COURSE ABOVEMASONRY OPENING,

PROJECTED 1"

FACE BRICK

TOP OF EXTERIOR

OPENING13' - 4"

3

A4.2

2

A4.2

17' - 8"

WATER TABLE ROWLOCKCOURSE AND ONE ROWLOCK

COURSE

TWO ROWLOCK COURSESABOVE FLOOR LINE AND TWO ROWLOCK

COURSES BELOW FLOOR LINE

CJ

EXTERIOR LIGHT FIXTURECENTERED ON BRICK REVEAL,

SEE ELECTRICAL



REFRIGERANT WARNING SIGN,SEE 4/A3.2

Machinery Room-Authorized

Personnel Only

Stay Out When

Refrigerant Alarm Sounds

2

A4.4

2

F

A6.1

J5

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 2 THIS DRAWING FOR

TYPICAL NOTES

4" CMU, SEE STRUCTURAL.


16' - 8"

2' - 4"12' - 0"2' - 4"

12' - 0" 4' - 2" 2" 4"

6"

1' - 10"2' - 4"

A4.1

4

2

F


12" CMU, SEE STRUCTURAL FORHORIZONTAL AND VERTICAL REINFORCING


DAMP PROOFING

FACE BRICK

6" CMU, SURROUND AT OVERHEADDOOR OPENING, SEE STRUCTURAL

WATER TABLE ROWLOCK COURSEBELOW

ALUMINUM & GLASS HINGED OVERHEADGARAGE DOOR (12'-0" x 13'-4" TALL)

12' - 0" 4' - 2" 2" 4"

2' - 4"12' - 0"2' - 4"

6"

1' - 6"2' - 0"

4"

A6.1

J4

16' - 8"

A4.1

5

A4.2

9

5' - 0 3/4"

3/4" 4' - 11 1/4" 3/4"

5"

PAINT REVEALS COLOR 3

2x4 WOOD BLOCKING

3/4" EXTERIOR GRADEPLYWOOD

CONTINUOUS 4x4 WOODPOST

2x4 WOOD BLOCKING

3/4" EXTERIOR GRADEPLYWOOD

10' - 0"

6"

9' - 6"

3/4"

3' - 10 1/2"

3/4"

2' - 10 3/4"

3/4"

6"

3/4"

1' - 11"

3/4"

5"

3/4"3 1/2"

3/4"

7

A4.2

4' - 0" DEPTH

10' - 0"

6"

9' - 6"

3/4"

3' - 10 1/2"

3/4"

2' - 10 3/4"

3/4"

6"

3/4"

1' - 11"

3/4"

5' - 0 3/4"

3/4" 4' - 11 1/4" 3/4"

RENDERING TO BE PROVIDED BYARCHITECT

4 1/2"2"

6 1/2"

1 1/8"

4 5/8"3 1/2"

8 5/8"

4"

2"

4"

3"

2"

2"

2"

2"

2"

4"

CONTRACTOR NAMESUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR SUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR

SUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR SUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR

SUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR SUBCONTRACTORSUBCONTRACTORSUBCONTRACTORSUBCONTRACTOR

4x4 WOOD POST SUPPORTS PAINTEDCOLOR 3. EXTEND BELOW GRADE AS

REQUIRED

PAINT COLOR 2


PAINT COLOR 1

PAINT COLOR 1

PAINT 2x4 BLOCKING COLOR 3

NOTE:NOTE:NOTE:NOTE:PAINT COLORS 1, 2 & 3 TO BE

SELECTED BY ARCHITECT

3" 3"

12" DIAMETER CONCRETE COLLAR


PAINT COLOR 2



7

A4.2

4

A4.2

6"

3/4"

1' - 11"

3/4"

6"

3/4"

2' - 10 3/4"

3/4"

3' - 10 1/2"

3/4"

10' - 0"

A4.2

8

3/4" EXTERIOR GRADEPLYWOOD AT EACH SIDE

OF WOOD FRAMING

2x4 WOOD FRAMING

4x4 WOOD POST BEYOND

2x4 WOOD FRAMING, PAINTCOLOR 3

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H17-9569-LC



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1/2" = 1'-0"A4.2

1 PARTIAL EAST ELEVATION

1" = 1'-0"A4.2

3 PARTIAL FIRST FLOOR PLAN

1" = 1'-0"A4.2

2 PARTIAL MEZZANINE PLAN

1" = 1'-0"A4.2

7 JOB SIGN PLAN

3" = 1'-0"A4.2

8 DETAIL 3" = 1'-0"A4.2

9 DETAIL

1" = 1'-0"A4.2

5 JOB SIGN SIDE ELEVATION

1" = 1'-0"A4.2

6 JOB SIGN ELEVATION

1" = 1'-0"A4.2

4 JOB SIGN SECTION



MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

2

A4.1

3

A4.1

4

A6.2

7

3/4" X 7 1/4" FIBER CEMENT BOARD LAID IN 45 DEGREEPATTERN

BRICK HEADER ABOVE MASONRYOPENING, PROJECTED 1"

TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:LAMINATED SHINGLE ROOFING ON (1) LAYER OF

ICE AND WATER SHIELD OVER 5" VENTEDINSULATION BOARD (R=15.3) OVER STRUCTURAL

ROOF DECK ON METAL TRUSSES, SEE

STRUCTURAL

REINFORCED CONCRETE FLOOR SLABON GRADE, SEE STRUCTURAL

COMPACTED EARTH

VAPOR BARRIER

POROUS FILL

CMU FOUNDATION WALL, SEESTRUCTURAL.

THRU WALL FLASHING WITH WEEP AT24" O.C. MIN.

7' - 0"

10' - 8"

1' - 4"

1' - 0"

2' - 0"

2' - 8"

2' - 8"

8' - 0"

TOP OF EXTERIOR

OPENING13' - 4"

A1.4

1

17' - 8"

12

5

TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:FACE BRICK, AIR SPACE, 1 1/2" RIGID INSULATION

AND 12" CMU. PROVIDE DAMPPROOFING ATCAVITY SIDE OF CMU & WATER REPELLENT

COATING AT EXTERIOR SIDE OF BRICK. SEE

STRUCTURAL DRAWINGS FOR VERTICAL &HORIZONTAL REINFORCING.

A1.3

2 TYP.

ROWLOCK COURSE AND 1" PROJECTEDSOLDIER COURSE

WATER TABLE ROWLOCK COURSE AND ONEROWLOCK COURSE

HORIZONTAL JOINT REINFORCEMENT , SEESTRUCTURAL.

BENT PLATE TRUSS CONNECTION, SEESTRUCTURAL.

CONCRETE FOOTING, SEESTRUCTURAL.

1/4" FIBER CEMENT PERFORATEDSOFFIT PANELS - 2'-0" WIDE WITH 3/4" X

2 1/2" FIBER CEMENT BATTENS AT JOINTLOCATIONS

THERMAL BATT INSULATION (R-19 MIN.)

8" COLD-FORMED METAL FRAMING


EXTERIOR STOREFRONT SYSTEM

1' - 1"

A6.2

8


6" COLD-FORMED METAL FRAMING AT 12" O.C.

6" THERMAL BATT INSULATION (R-21 MIN.)

1/2" SILICONIZED GYPSUM SHEATHING

FIBER CEMENT BOARD TRIM BEYOND

CONTINUOUS ICE AND WATER SHIELD SELF-ADHERED FLASHING OVER 1/2" SILICONIZED

GYPSUM SHEATHING BEHIND FIBER-CEMENTBOARD TRIM

PREFABRICATED LINTEL SYSTEM FORSUPPORT OF BRICK RETURN AT HEAD OF

OPENING, SEE STRUCTURAL

REINFORCED CONCRETE SLAB,SEE STRUCTURAL

5 1/2" 7 7/8"

4" X 5/8" DEEP METAL REVEALWITH PAINT FINISH BASE AT GWB

INFILL, TYPICAL

5/16" FIBER CEMENT SIDING - CUT TO FIT

BATTEN BEYOND (2'-0" O.C. AT JOINT LOCATIONS)


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

4

A6.2

4

1' - 4"

5' - 8"

2' - 8"

8' - 0"


NOTES.

ALUMINUM STOREFRONT DOOR W/ 1/2"LAMINATED GLASS & FLUOROPOLYMER FINISH

CONCRETE PAVING, SEE CIVIL.

1' - 6"

A6.1

S3

TOP OF EXTERIOR

OPENING13' - 4"

TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:FACE BRICK, AIR SPACE, 1 1/2" RIGID INSULATION AND 12" CMU.

PROVIDE DAMPPROOFING AT CAVITY SIDE OF CMU & WATERREPELLENT COATING AT EXTERIOR SIDE OF BRICK. SEE STRUCTURAL

DRAWINGS FOR VERTICAL & HORIZONTAL REINFORCING.

ALUMINUM STANDING SEAMAWNING W/ FLUOROPOLYMER

FINISH

A1.4

1 TYP.

A1.3

2 TYP.

12

5

A4.5

1

CMU WALL BEYOND

CONCRETE SLAB ATMEZZANINE, SEE

STRUCTURAL

WATER TABLE ROWLOCK COURSE AND ONEROWLOCK COURSE


THRU WALL FLASHING WITH WEEP AT 24"O.C. MIN.

CONT. THRU WALL FLASHING WITHCAVITY MESH

7' - 0"

10' - 8"

17' - 8"

WEEP AT 24" O.C.


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

4


NOTES.

7' - 0"

10' - 8"

7' - 0"

2' - 8"

8"

6' - 8"

8"

TYPICAL 1'-10" EXTERIOR WALL:TYPICAL 1'-10" EXTERIOR WALL:TYPICAL 1'-10" EXTERIOR WALL:TYPICAL 1'-10" EXTERIOR WALL:FACE BRICK, 4" CMU, AIR SPACE, 1 1/2" RIGID

INSULATION AND 12" CMU. PROVIDEDAMPPROOFING AT CAVITY SIDE OF CMU &

WATER REPELLENT COATING AT EXTERIOR SIDE

OF BRICK. SEE STRUCTURAL DRAWINGS FORVERTICAL & HORIZONTAL REINFORCING.

1' - 10"

TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:FACE BRICK, AIR SPACE, 1 1/2" RIGID INSULATION

AND 12" CMU. PROVIDE DAMPPROOFING AT CAVITYSIDE OF CMU & WATER REPELLENT COATING AT

EXTERIOR SIDE OF BRICK. SEE STRUCTURAL

DRAWINGS FOR VERTICAL & HORIZONTALREINFORCING.

A1.3

2 TYP.

17' - 8" 4" 1' - 6"

12

5

A1.4

1 TYP.

TWO ROWLOCK COURSESABOVE FLOOR LINE AND TWO ROWLOCK

COURSES BELOW FLOOR LINE

WATER TABLE ROWLOCK COURSEAND ONE ROWLOCK COURSE

ROWLOCK COURSE AND 1"PROJECTED SOLDIER COURSE

CONT. THRU WALL FLASHINGWITH CAVITY MESH

THRU WALL FLASHING WITHCAVITY MESH

WEEP AT 24" O.C.

WEEP AT 24" O.C.

GROUT CAVITY SOLID BELOWGRADE

1/2" EXPANSION JOINT

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PLOT DATE:

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H17-9569-LC



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07/05/11

1" = 1'-0"A4.3

1 SOUTH WALL SECTION THRU STOREFRONT 1" = 1'-0"A4.3

2 SOUTH WALL SECTION THRU STOREFRONT ENTRY 1" = 1'-0"A4.3

3 TYPICAL SOUTH WALL SECTION



MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

F

TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:TYPICAL 1'-6" EXTERIOR WALL:FACE BRICK, AIR SPACE, 1 1/2" RIGID

INSULATION AND 12" CMU. PROVIDEDAMPPROOFING AT CAVITY SIDE OF CMU

& WATER REPELLENT COATING AT

EXTERIOR SIDE OF BRICK. SEESTRUCTURAL DRAWINGS FOR VERTICAL

& HORIZONTAL REINFORCING.

TWO ROWLOCK COURSES ABOVE FLOORLINE AND TWO ROWLOCK COURSES BELOW

FLOOR LINE

5/16" FIBER CEMENT SIDING - CUT TO FIT

ALUMINUM LOUVER SET INHOLLOW METAL FRAME

TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:TYPICAL ROOF:LAMINATED SHINGLE ROOFING ON (1)

LAYER OF ICE AND WATER SHIELDUNDERLAYMENT OVER 5" VENTED

INSULATION BOARD (R=15.3) OVER

STRUCTURAL ROOF DECK ON METALTRUSSES (SEE STRUCTURAL)

REINFORCED CONCRETEFLOOR SLAB ON GRADE,

SEE STRUCTURAL.

COMPACTED EARTH

VAPOR BARRIER

POROUS FILL

CMU FOUNDATION WALL, SEE STRUCTURAL.

CONT. THRU WALL FLASHING WITHCAVITY MESH

BRICK HEADER ABOVE MASONRYOPENING, PROJECTED 1"

WATER TABLE ROWLOCK COURSE ANDONE ROWLOCK COURSE

REINFORCED CONCRETE FOOTING,SEE STRUCTURAL.

1/4" FIBER CEMENT PERFORATED SOFFIT PANELS -2'-0" WIDE WITH 3/4" X 2 1/2" FIBER CEMENT BATTENS

AT JOINT LOCATIONS

TOP OF ROOF

VARIES

SOLDIER COURSE AROUND MASONRYOPENING, PROJECTED 1"

8' - 0 3/8"

2' - 7 5/8"

7' - 0"

VARIES

1' - 3"

1' - 3 3/4"

10' - 8"

7' - 0"

7' - 2 3/4"

A6.2

13

PROVIDE FULL BOND BEAMALONG SLOPE AT TOP OF

EAST AND WEST CMUWALLS, SEE STRUCTURAL

CUT CMU COURSE BELOWBOND BEAM AT EAST AND

WEST EXTERIOR WALLS, SEESTRUCTURAL

A1.4

2

A1.3

3

WEEP AT 24" O.C.

PREFABRICATED LINTEL SYSTEM FORSUPPORT OF BRICK RETURN AT HEAD

OF OPENING, SEE STRUCTURAL

A6.2

12

1' - 6"

1' - 0"

1' - 6"

BATTEN BEYOND (2'-0" O.C. AT JOINT LOCATIONS)


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

F

2

A4.2

CONCRETE PAVING,SEE CIVIL.


NOTES

ALUMINUM & GLASS HINGEDOVERHEAD GARAGE DOOR

(12'-0" WIDE X 13'-4" TALL)

SOLDIER COURSE AROUND MASONRYOPENING BEYOND

INFILL AND CUT CMU, SEE STRUCTURAL.

FIXED ALUMINUM STOREFRONTSYSTEM WITH FLUOROPOLYMER

FINISH & INSULATED GLASS ATCIRCULAR OPENING

SOLDIER COURSE AROUND MASONRYOPENING, PROJECTED 1"

TWO ROWLOCK COURSESABOVE FLOOR LINE AND TWO

ROWLOCK COURSES BELOWFLOOR LINE

WATER TABLE ROWLOCK COURSE ANDONE ROWLOCK COURSE

CONT. THROUGH WALL FLASHING WITHCAVITY MESH & WEEP AT 24" O.C.

PRE-FABRICATED LINTEL SYSTEM FORSUPPORT OF BRICK RETURN AT HEAD OF

OPENING, SEE STRUCTURAL

A6.1

H3

A6.1

S4

10' - 8"

2' - 8 3/8"

4' - 3 5/8"

2' - 0"

6'-8" DIAMETER

VARIES

1' - 3"

1' - 3 3/4"

10' - 8"

7' - 0"

13' - 7"

A6.2

11

A6.2

10

3

A4.2


POURED IN PLACE CONCRETEARCH, SEE STRUCTURAL

A1.4

2

A1.3

3

6"1' - 6"

1' - 0"

1' - 6"

HORIZONTAL PORTION OF OVERHEADDOOR TRACK TO BE MOUNTED ABOVE

THE BOTTOM TRUSS CHORD ANDSUSPENDED FROM STRUCTURE

ABOVE.

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PLOT DATE:

09107

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H17-9569-LC



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A4.4

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07/05/11

1" = 1'-0"A4.4

1 EAST WALL SECTION 1" = 1'-0"A4.4

2 EAST WALL SECTION


4

1/2" STAINLESS STEELMASONRY ANCHORS

2" ALUMINUM PIPE, TYP.


A4.5

3

A4.5

2

NOTES:NOTES:NOTES:NOTES:1. PROVIDE FLUOROPOLYMER FINISH AT ALL

EXPOSED ALUMINUM.

2. ALL FASTENERS TO BE STAINLESS STEEL.

12

+/- 6 5/8

5" ALUMINUM CHANNEL WITH 2"FLANGE BOLTED INTO MASONRY AT

EACH JAMB. ALIGN TOP OFCHANNEL WITH TOP OF OPENING

5" ALUMINUMCHANNEL WITH 2"

FLANGE

CAVITY DRAINAGE MESH

WEEP AT 24" O.C. MAX.

TRIM TOP AND BOTTOM FLANGES ATCHANNEL AT FACE OF MASONRY AT

EACH SIDE OF RECESS

12" CMU BOND BEAM, SEESTRUCTURAL

PRE-FABRICATED LINTEL SYSTEMFOR BRICK ATTACHMENT AT HEAD

OF OPENING, SEE STRUCTURAL

4" CMU INFILL AT HEAD OF OPENING

SEALANT & BACKER ROD AT ENTIREPERIMETER OF EXT. STOREFRONT

EXTERIOR ALUMINUM STOREFRONT& DOOR SYSTEM

THRU-WALL FLASHING

2 1/2"

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

2 1/4"

1' - 1"

5' - 5 1/2" (5 EQUAL SPACES)

11' - 1 3/8" TOP OF AWNING

4

A4.5

MEZZANINE10' - 8"

REGLET TRIM BY METAL ROOFPANEL MANUFACTURER

"Z " CLOSURE TRIM BY METALROOF MANUFACTURER,

SEALED @ ENDS

5" ALUMINUM CHANNELWITH 2" FLANGE

STANDING SEAM METALROOF PANEL

THRU WALL FLASHING

2" ALUMINUM PIPE

CONTINUOUS 3/8" THICKALUMINUM BENT PLATE


CAVITY MESH

WEEP AT 24" O.C. MAX.

2" ALUMINUM PIPE

5" ALUMINUM CHANNEL WITH 2"FLANGE

2" ALUMINUM PIPE

5" ALUMINUM CHANNEL WITH 2" FLANGEBOLTED INTO MASONRY AT EACH JAMB

STANDING SEAM METAL ROOF PANEL

4

A4.5

2 1/4"

1' - 1"

2 1/2"

2 1/2"

8' - 0 3/8"

5"

1' - 0"

3' - 10"

LINE OF MASONRY WALL ATRECESS

2" ALUMINUM PIPE BEYOND

5" ALUMINUM CHANNEL WITH 2" FLANGE

STANDING SEAM METAL ROOFPANEL

5" ALUMINUM CHANNEL WITH 2"FLANGE BOLTED INTO MASONRY AT

EACH JAMB (ALIGN EXTERIOR FACE OFWEB W/ FACE OF MASONRY AT

RECESSED OPENING)

1" 3' - 9"

EQ 2' - 0" EQ

EQ EQ

4' - 0"

EQ

1' - 4"

EQ

3' - 4"

EQ

EQ

FIRE DEPARTMENTCONNECTION SUPPLY PIPE

(SEE CIVIL FOR SIZE)

FOOTING BELOW

CONCRETE REINFORCING,INFILL WITH 4x8 CMU

FACE BRICK

(2) - #4 DOWELS,TYPICAL OF (2)

GROUT SOLID

7

A4.5

8

A4.5

1 1/2"

4"

8"

3' - 4"

8"

10"

(4) - #4's

FACE BRICK

FIRE DEPARTMENT SUPPLYPIPE

CMU

CMU GROUTED SOLID

TWO ROWLOCKCOURSES

SLOPED GROUT

SHAPED ROWLOCK COURSE

6

A4.5

1"

1 1/2"

4' - 4"

8"

10"

FDC CONNECTION

2' - 0"

1' - 4"

1' - 0"

5

A4.5

6

A4.5

1"

8

A4.5

1" 2' - 0" 1"

2" 1' - 8" 2"

1' - 6"

1"

1' - 4"

1"

2"

1' - 0"

2"

SPECIAL SHAPE BRICKBELOW

SLOPED GROUT BELOW

LINE INDICATES FACEBRICK BELOW

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09107

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H17-9569-LC



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07/05/11

1 1/2" = 1'-0"A4.5

1 AWNING SECTION

3" = 1'-0"A4.5

3 SECTION DETAIL

3" = 1'-0"A4.5

2 SECTION DETAIL

3" = 1'-0"A4.5

4 SECTION DETAIL

1" = 1'-0"A4.5

6 FDC PIER PLAN

1" = 1'-0"A4.5

8 FDC PIER SECTION 1" = 1'-0"A4.5

7 FDC PIER ELEVATION

1" = 1'-0"A4.5

5 FDC PIER CAP PLAN


D E


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"


5' - 2" (9 RISERS AT 6 7/8")

5' - 6" (10 RISERS AT 6 19/32")

7' - 0"

10' - 8"

5' - 6"

A5.1

6

A5.1

7

A5.1

8

8

A5.1

SIM

ROOF TRUSSES(SEE STRUCTURAL)

STEEL BEAM W/ PAINT FINISH(SEE STRUCTURAL)

STEEL PIPE RAIL SYSTEM WITH PAINTFINISH

8" CMU WALL WITH PAINTFINISH

CONCRETE SLAB(SEE STRUCTURAL)

STEEL STAIR STRUCTURE W/ GALVANIZEDSTEEL GRATING AT TREADS AND LANDING

SIM.

NOTE:MEZZANINE BEYOND NOT

SHOWN FOR CLARITY.SEE DETAIL 4, THIS DWG

D E


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"


7' - 0"

10' - 8"

A5.1

7

EQEQEQEQ

ROOF TRUSSES(SEE STRUCTURAL)

STEEL BEAM W/ PAINT FINISH(SEE STRUCTURAL)

STEEL PIPE RAIL SYSTEM WITHPAINT FINISH

8" CMU WALL WITHPAINT FINISH

REINFORCED CONCRETE SLAB(SEE STRUCTURAL)

STEEL STAIR STRUCTURE W/GALVANIZED STEEL GRATING

AT TREADS AND LANDING

STEEL PIPE RAILS W/PAINT FINISH

MEZZANINE SLAB(SEE STRUCTURAL)

8

A5.1

SIM

8" SOLID CMU UNIT WITHPAINT FINISH

EXPOSED CMU WITHPAINT FINISH

5' - 2"

5' - 6"

D E

4

3

A5.1

4

A5.1

5' - 0"

8"

4" 16' - 0" 4"

16' - 8"

9' - 8"


109

16' - 4"

5' - 0"

11' - 4"

13

4

1

1

2

OPEN

OPEN

OPEN

STEEL STAIR STRUCTURE WITHGALVANIZED STEEL GRATING

AT TREADS & LANDING

4' - 3" 8' - 3" (9 TREADS AT 0'-11") 4' - 2"

S1

1' - 8"

3' - 4"

8"

5' - 8"

1' - 8"

3' - 4"

8"

3' - 4"

1' - 8"

7' - 4"

8"

UP

D E

4

3

A5.1

4

A5.1

9' - 8"

1' - 8"

7' - 4"

8"

4" 16' - 0"

15' - 8" 4"

3' - 7" 8' - 3" (9 TREADS AT 0'-11") 4' - 2"

3' - 6" 8"

4" 15' - 8" 4"

2' - 8" 11" 7' - 4" (8 TREADS AT 0'-11") 5' - 1"

2' - 8" 13' - 4"

2' - 7" 1' - 0"

A5.2

6

A5.25

A5.27

4"STEEL STAIR STRUCTURE WITHGALVANIZED STEEL GRATING AT

TREADS AND LANDING

PARTIAL HEIGHT WALLBELOW STAIR


109


201

DN

3' - 4"

8"

3' - 4"

2"

1' - 0"

1"11"

12" STEEL CHANNEL STRINGERWITH PAINT FINISH

2" x 2" x 2" LONG STEEL ANGLESUPPORT WITH PAINT FINISH

1 1/4" GALVANIZED STEEL BARGRATING


3' - 4"

1' - 0"

2"

10"

5 1/2"

5"

5"

5"

5"

5"

5"

4 1/2"

STEEL STRINGERBEYOND

CONTINUOUS 2" x 2" STEELANGLE WELD TO STRINGER

1 1/4" GALVANIZEDSTEEL BAR

GRATING

8" CMU WITH PAINTFINISH GROUTED

SOLID


1" DIAMETERSTEEL PIPE

RAIL

1 1/2" DIAMETERSTEEL POST

1 1/2" DIAMETERSTEEL PIPE RAIL

NOTE:NOTE:NOTE:NOTE:PAINT ALL STEEL NOT NOTED AS

EXCEPT GRADING

STEEL STRINGER

HORIZONTAL JOINT REINFORCING,SEE STRUCTURAL

3' - 4"

1' - 0"

2"

10"

5 1/2"

5"

5"

5"

5"

5"

5"

4 1/2"

2' - 10"

2"

3' - 0"

1 1/2" DIAMETER STEELPIPE RAIL W/ 3/8"

DIAMETER STEEL RODSUPPORT

NOTE:NOTE:NOTE:NOTE:SEE DETAIL 7 THIS DRAWING FOR TYPICAL

NOTES

5' - 6"TREAD HEIGHT

MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

3' - 6"

1' - 3"

1' - 0"

9' - 0" (9 EQ. SPACES)

8"

6" 6"

1/4" x 3" BENT STL. PLATEWELDED TO CHANNEL &

BOLT TO CONC. SLAB ATEACH SIDE OF LADDER

CONT. 3" x 5" STEEL CHANNELAT EACH SIDE OF LADDER

1/4" x 3" BENT STL. PLATEWELDED TO CHANNEL AT EA.

SIDE OF LADDER @ 3'-0" O.C.MAX. VERTICALLY & BOLTED

TO CMU WALL

1" DIA. STEEL BAR, 2'-0" LONG,AT 1'-0" O.C. VERTICALLY -

WELD TO CHANNELS ATEACH SIDE

10' - 8"

1' - 6"

3' - 0"

3' - 0"

2' - 8"

6"

NOTE:ALL STEEL AT LADDER TO BE GALVANIZED

AND RECEIVE PAINT FINISH.

GUARDRAIL/STAIRS NOTES

1. PAINT ALL EXPOSED STEEL, EXCEPT

GALVANIZED STEEL GRATING AT STAIR

TREADS AND LANDING.

2. FIELD VERIFY ALL DIMENSIONS FOR RAILINGS.

CE

NT

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

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NT

Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A5.1

ST

AIR

PLA

NS

& S

EC

TIO

NS

07/05/11

1/2" = 1'-0"A5.1

3 STAIR SECTION 1/2" = 1'-0"A5.1

4 STAIR SECTION

1/2" = 1'-0"A5.1

1 ENLARGED FIRST FLOOR STAIR PLAN 1/2" = 1'-0"A5.1

2 ENLARGED MEZZANINE STAIR PLANN N

1 1/2" = 1'-0"A5.1

6 TREAD DETAIL

1 1/2" = 1'-0"A5.1

7 GUARDRAIL DETAIL

1 1/2" = 1'-0"A5.1

8 GUARDRAIL DETAIL

1" = 1'-0"A5.1

5 LADDER SECTION


DE

MEZZANINE10' - 8"

1' - 1 1/2"

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

4" TO EDGE OF SLAB

EQEQ EQEQ 3' - 4 3/8"3' - 5"

8

A5.2

2" STEEL TOE PLATE

TYP.

3' - 6"

STEEL BEAM WITH PAINT FINISH, TYP.SEE STRUCTURAL

2

MEZZANINE10' - 8"

1

4" TO EDGE OF SLAB 2' - 4" 8" 8" 3' - 0" 2' - 8 3/4" 3' - 0" 2' - 2" 1' - 10" 5' - 11 1/4" 4"

STEEL BEAM WITH PAINT FINISH, TYP.(SEE STRUCTURAL)

3' - 6"

8

A5.2MECHANICAL DUCT, SEE MECHANICAL DWGS.

WALL-MOUNTED STEEL LADDER FORMEZZANINE ACCESS, SEE DWG. 5/A5.1

3

MEZZANINE10' - 8"

4

18' - 1 1/2" 8"

EQ EQ EQ EQ

8

A5.2

3' - 6"

C D E

MEZZANINE10' - 8"

4" TO SLAB EDGE 8" 39' - 0" 8"

EQEQEQEQEQEQEQEQEQEQ

STEEL BEAM AND COLUMN BEYONDWITH PAINT FINISH, SEE STRUCTURAL

8

A5.2

3' - 6"

3

MEZZANINE10' - 8"

EQ EQ

STEEL COLUMN BEYOND WITH PAINT FINISH

STEEL BEAM BEYOND WITH PAINT FINISH

8" 9' - 0" 4" FROM SLAB EDGE

8

A5.2

3' - 6"

DE

MEZZANINE10' - 8"

12' - 8"8"

STEEL BEAM WITH PAINTFINISH (SEE STRUCTURAL)

3' - 6"

8

A5.2

EQ.EQ.EQ.

MEZZANINE10' - 8"

4

EQ EQ

5' - 8"

8

A5.2

3' - 6 1/8"

4"

MEZZANINE10' - 8"

8" CMU WALL, SEE PARTITIONTYPES

CONCRETE SLAB ON METALDECK

STEEL ANGLE AT SLAB EDGE W/PAINT FINISH


GROUT CELL SOLID

1 1/2" DIA. STEEL POST ATGUARDRAIL W/ PAINT FINISH

HORIZONTAL JOINTREINFORCING, SEE STRUCTURAL

STEEL BAR JOIST, SEESTRUCTURAL

4"

3' - 6"

1' - 9"

1' - 9"

1 1/2" DIAMETER STEEL PIPE RAIL

1 1/2" DIAMETER STEEL PIPE RAIL

2" x 1/4" STEEL PLATE (CONT.)WELDED TO POST

2" 1/4"

GUARDRAIL/STAIRS NOTES

1. PAINT ALL EXPOSED STEEL, EXCEPT

GALVANIZED STEEL GRATING AT STAIR

TREADS AND LANDING.

2. FIELD VERIFY ALL DIMENSIONS FOR RAILINGS.

CE

NT

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L C

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LIN

G A

ND

HE

AT

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PLA

NT

CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

OU

NT

Y, S

OU

TH

CA

RO

LIN

A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A5.2

ST

AIR

DE

TA

ILS

AN

D H

AN

DR

AIL

ELE

VA

TIO

NS

07/05/11

1/2" = 1'-0"A5.2

1 MEZZANINE 2 - SOUTH ELEVATION 1/2" = 1'-0"A5.2

2 MEZZANINE 2 - WEST ELEVATION

1/2" = 1'-0"A5.2

3 MEZZANINE 1 - WEST ELEVATION

1/2" = 1'-0"A5.2

4 MEZZANINE 1 - NORTH ELEVATION

1/2" = 1'-0"A5.2

5 MEZZANINE 1 - EAST ELEVATION

1/2" = 1'-0"A5.2

6 MEZZANINE 1 - SOUTH ELEVATION 1/2" = 1'-0"A5.2

7 MEZZANINE 1 - EAST ELEVATION

1 1/2" = 1'-0"A5.2

8 MEZZANINE GUARDRAIL


FIRST FLOOR0' - 0"

A

7' - 4"

2' - 8"

4' - 8"

2"

4' - 4"

2"

4' - 0"

2" 3' - 8" 2"

H2

A6.1

S5

A6.1

J2

A6.1

J2

A6.1

2' - 8"

4' - 8"

2"

4' - 4"

2"

4' - 0 3/8"

2"3' - 10 3/8"

B

H2

A6.1

J2

A6.1

S5

A6.1

BUTTGLAZED

CORNER

2' - 8"

4' - 8"

2"

4' - 4"

2"

+/- 5' - 4 3/8"

2" 5' - 2 3/8"

B

H2

A6.1

J2

A6.1

S5

A6.1 2' - 8"

4' - 8"

2"

4' - 4"

2"

C

4' - 0 3/8"

2" 3' - 10 3/8"

H2

A6.1

J2

A6.1

S5

A6.1

BUTTGLAZED

CORNER

4' - 8"

2' - 8"2"

4' - 4"

2"

C

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

H2

A6.1

S5

A6.1

+/- 5' - 3 3/8"

J3

A6.1

D

+/- 7' - 3"

4' - 8"

2' - 8"2"

4' - 4"

2"

2" +/- 6' - 11" 2"

H2

A6.1

S5

A6.1

J2

A6.1

J3

A6.1

A/AAHOLLOW METAL OR SOLID

WOODSINGLE/DOUBLE

C/CCALUMINUM

SINGLE/DOUBLE

DOOR HEIGHT

WIDTH

DOOR

WIDTH

DOOR

8" 8"

WIDTH

DOOR

8"

DOOR HEIGHT

8"

8" 10"

WIDTH

DOOR

8"

1' - 8"

DOOR HEIGHT

BSOLID WOOD

SINGLE DOOR

1HOLLOW METAL

2"

2" 2"

WIDTH

DOOR

DOOR HEIGHT

FIRST FLOOR0' - 0"

DOVERHEAD DOOR

J5

A6.1

13' - 4"

EQ

EQ

EQ

EQ

EQ

TOP OF EXTERIOR

OPENING13' - 4"

J4

A6.1

H3

A6.1

S4

A6.1

F

4.01

8.08

4.01

4.11

8.12

8.13

4.07

7.02

7.05

4.07

2' - 4"

6"

1' - 10"

4.10

5.01

2' - 4"

8 3/4"

2"

9/16" 7 5/8" 9/16"

4.12

7.01

8.01

4.08

8 3/4"

2"

9/16" 7 5/8" 9/16"

4.08

4.14

7.01

8.01

8.05

8 3/4"

2"

9/16" 7 5/8" 9/16"

4.12

7.01

8.01

4.08

7.01

8.01

8.04

8.07

8.028.02

8 3/4"

2"

9/16" 7 5/8" 9/16"

4.08

4.14

7.01

8.01

8.05

8.028.02

8.07

8.04

7.01

7.01

4.08

7.01

8.01

8.04

8.07

8.02

8 3/4"

9.013.01

8.02 9.05

8.03

1/2" MAX.

3.01

8.02

8.06

9.04

9.02

8.02

FIRST FLOOR0' - 0"

4

4.02

4.16

7.07

8.10

8.11

3.02

3.03

7.04

3.04

7.06

1' - 5" 5"

1' - 10"

2.01

8 3/4"

2"

10"

7.01

8.01

8.05

8.028.02

8.07

8.04

7.01

2"

8.02

8.07

8.04

7.01

8.02

8.05

7.01

5.02

EQUIPMENTPLANT

CONTROLROOM

F

4.01

7.02

7.05

8.08 8.12

8.13

4.11

4.07

4.07

5.01

4.01

4.03

7.05

7.02

2' - 0"

4"

2' - 4"

2' - 4"

F

TOP OF EXTERIOR

OPENING13' - 4"

6"1' - 6"

2' - 0"

1"

4.07

4.09

7.02

7.05

4.01

7.03

4.05

4.06

4.15

4.17

4.02

4.12

4.15

4.11

8.09

8.08

FIRST FLOOR0' - 0"

F

3.03

7.04

3.04

1' - 10" 6"

4.02

4.16

2.01

8.09

8.08

3.02

4.13

2' - 4"

7.07

CE

NT

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CONSULTANT:

SHEET NUMBER

CHECK BY:

DRAWN BY:

DATE:

DWG JOB NO.:

PLOT DATE:

09107

HO

RR

Y C

OU

NT

Y, S

OU

TH

CA

RO

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A

DATE

REV:

STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A6.1

DO

OR

SC

HE

DU

LE

S, E

LE

VA

TIO

NS

& D

ET

AIL

S

07/05/11

DOOR SCHEDULE

DOOR

MARK

DOOR SIZE DOOR

TYPES DOOR THK.

DOOR

MATL.

DOOR

FINISH RATING

FRAME

TYPE

DOOR DETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILL

101A 6' - 0" 7' - 2" CC 0' - 1 3/4" ALUM. FLU. --- * * * S3 * SEE EXTERIOR STOREFRONT ELEVATION AT DETAIL 1, DRAWING A6.2

101B 6' - 0" 7' - 2" CC 0' - 1 3/4" ALUM. FLU. --- * * * S3 * SEE EXTERIOR STOREFRONT ELEVATION AT DETAIL 1, DRAWING A6.2

101C 6' - 0" 7' - 2" CC 0' - 1 3/4" ALUM. FLU. --- * * * S3 * SEE EXTERIOR STOREFRONT ELEVATION AT DETAIL 1, DRAWING A6.2

102A 12' - 0" 13' - 4" D 0' - 1 3/4" ALUM. FLU. --- --- H3 J4/J5 S4

102B 3' - 0" 7' - 10" A 0' - 1 3/4" HM PAINT --- * 18/A6.2 17/A6.2 19/A6.2 * SEE EXTERIOR LOUVER ELEVATION L2 AT DETAIL 3, DRAWING A6.2

102D 3' - 0" 7' - 10" A 0' - 1 3/4" HM PAINT --- * 18/A6.2 17/A6.2 19/A6.2 * SEE EXTERIOR LOUVER ELEVATION L2 AT DETAIL 3, DRAWING A6.2


103B 6' - 0" 7' - 2" AA 0' - 1 3/4" HM PAINT --- 1 H1 J1 --


104B 3' - 0" 7' - 2" A 0' - 1 3/4" HM PAINT --- 1 H1 J1 -- * 3/4" UNDERCUT

105 3' - 0" 7' - 2" A 0' - 1 3/4" HM PAINT --- 1 H1 J1 -- * 3/4" UNDERCUT

106 3' - 0" 7' - 2" A 0' - 1 3/4" SCW STAIN --- 1 H1 J1 --

107 3' - 0" 7' - 2" A 0' - 1 3/4" SCW STAIN --- 1 H1 J1 S2

108 3' - 0" 7' - 2" A 0' - 1 3/4" SCW STAIN --- 1 H1 J1 S2

109 6' - 0" 7' - 2" CC 0' - 1 3/4" ALUM. FLU. --- * * * S5 * FIXED DOOR - SEE EXTERIOR STOREFRONT ELEVATION AT DETAIL 1, DRAWING A6.2

111 3' - 0" 7' - 2" B 0' - 1 3/4" SCW STAIN --- 1 H1 J1 S1

112A 3' - 0" 7' - 2" B 0' - 1 3/4" SCW STAIN --- 1 H1 J1 S1

112B 6' - 0" 7' - 2" CC 0' - 1 3/4" ALUM. FLU. --- * * * S5 * FIXED DOOR - SEE EXTERIOR STOREFRONT ELEVATION AT DETAIL 1, DRAWING A6.2

1/4" = 1'-0"A6.1

3 HOLLOW METAL BORROWED LITE

1/4" = 1'-0"A6.1

1 DOOR TYPES

1/4" = 1'-0"A6.1

2 DOOR FRAME TYPES

DOOR & HOLLOW METAL KEYNOTE LEGEND

ITEM NO. ITEM DESCRIPTION

SITE

2.01 PAVING ON GRADE, SEE CIVIL

CONCRETE

3.01 CONCRETE FLOOR WITH SEALER (SEE FINISH SCHEDULE)

3.02 CONCRETE SLAB ON GRADE (SEE STRUCTURAL)

3.03 POROUS FILL

3.04 COMPACTED EARTH

MASONRY

4.01 FACE BRICK

4.02 FACE BRICK AT JAMB BEYOND

4.03 SPECIAL SHAPE BRICK AT SILL BELOW

4.05 CAVITY DRAINAGE MESH

4.06 WEEP AT 24" O.C. MAX.

4.07 12" CONCRETE MASONRY UNIT (SEE STRUCTURAL)




4.11 SOLID CMU SET ABOVE BRICK ARCH (SEE STRUCTURAL)

4.12 CMU BOND BEAM (SEE STRUCTURAL)

4.13 CMU FOUNDATION (SEE STRUCTURAL)

4.14 GROUT CELLS SOLID AT JAMB

4.15 PRE-FABRICATED LINTEL SYSTEM AT MASONRY ARCH (SEESTRUCTURAL)

4.16 BRICK ROWLOCK COURSE BEYOND

4.17 BRICK HEADER COURSE, PROJECTED

METALS

5.01 GALVANIZED STEEL ANGLE BRICK LINTEL, SEE STRUCTURAL. WRAPIN BREAK METAL FLASHING TO MATCH METAL WALL PANEL AS

SHOWN

5.02 STEEL COLUMN, SEE STRUCTURAL


7.01 SEALANT (AT ENTIRE FRAME PERIMETER)

7.02 DAMP PROOFING

7.03 SELF-ADHERED FLASHING TO COVER WOOD BLOCKING

7.04 VAPOR BARRIER


7.06 FULL SEALANT BED

7.07 COMPRESSIBLE FILLER

OPENINGS



8.03 DOOR

8.04 HOLLOW METAL STOP

8.05 JAMB ANCHOR ( 3 PER JAMB TO 7'-0", 4 PER JAMB ABOVE 7'-0")

8.06 DOOR (SEE SCHEDULE)

8.07 GLAZING, SEE FRAME ELEVATIONS FOR TYPE

8.08 ALUMINUM & GLASS HINGED OVERHEAD GARAGE DOOR

8.09 OVERHEAD GARAGE DOOR TRACK (SHOWN DASHED). HORIZONTALPORTION OF DOOR TRACK WILL BE LOCATED ABOVE BOTTOM

CHORD OF METAL TRUSSES - SEE WALL SECTION 2, DRAWING A4.4FOR CONFIGURATION.

8.10 ALUMINUM STOREFRONT DOOR

8.11 ALUMINUM THRESHOLD

8.12 OVERHEAD GARAGE DOOR TRACK ANCHORED TO SOLID CMU WALL

8.13 BOLT

FINISHES

9.01 VINYL COMPOSITION TILE

9.02 CERAMIC FLOOR TILE

9.03 CONTINUOUS FLOOR FINISH UNDER DOOR (SEE FINISH SCHEDULE)

9.04 MARBLE THRESHOLD

9.05 RUBBER REDUCER STRIP

1 1/2" = 1'-0"J5J A M B

1 1/2" = 1'-0"H1H E A D

1 1/2" = 1'-0"J1J A M B

1 1/2" = 1'-0"H2H E A D

1 1/2" = 1'-0"J2J A M B

1 1/2" = 1'-0"S5S I L L

3" = 1'-0"S1S I L L

3" = 1'-0"S2S I L L

1 1/2" = 1'-0"S3S I L L

1 1/2" = 1'-0"J3J A M B 1 1/2" = 1'-0"J4

J A M B

1 1/2" = 1'-0"H3HEAD

1 1/2" = 1'-0"S4S I L L


FIRST FLOOR0' - 0"

12' - 0"

2 1/2"

3' - 8 1/4"

2 1/2"

3' - 9 1/2"

2 1/2"

3' - 8 1/4"

2 1/2"

S2

8

A6.2

7

A6.2

8' - 0"

2 1/2"

4' - 11"

2 1/2"

13' - 4"

15

A6.2 9

A6.2

7' - 2"

10"

10" 6' - 0" 10"

7' - 8"

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

8' - 0"

2 1/2"

5"

2 1/2"

3' - 2"

3' - 9 1/2"

2 1/2"

S1

T T

4

A6.2

6

A6.2

6

A6.2

5

A6.2

GLAZING LEGEND:

1 5/16" IMPACT RESISTANT CLEAR LOW "E"

EXTERIOR INSULATED GLAZING

NOTE:NOTE:NOTE:NOTE:

PROVIDE LOW "E" GLAZING AT EAST, WEST & SOUTH

FACING ELEVATIONS

1/2" IMPACT RESISTANT LAMINATED CLEAR LOW "E"

GLAZINGT

1" INSULATED METAL PANEL SET IN STOREFRONT

FRAME

4

TOP OF EXTERIOR

OPENING13' - 4"

4.01

8.06

8.04

7.01

8.01

4.17

4.02

7.01

7.04

4.09

7.05

4.07

7.06

4.19

4.18

4.10

5.01

1' - 1" 5"

1" 1' - 6"

7.03

6.02

4

4.01

4.16

7.04

7.01

7.06

4.13

6.02

8.04

8.01

4.12

4"

1' - 1"

5"

7.01

4.04

4"

1' - 6"

4.08

7.03

STOREFRONT/LOUVER GENERAL NOTES

1. FIELD VERIFY ALL OPENINGS FOR STOREFRONT AND

LOUVER DIMENSIONS.

FIRST FLOOR0' - 0"

L1

2" 3' - 7"2"

3' - 7"

2"

7' - 8"

14

A6.2

16

A6.2 8' - 0"

13

A6.2

12

A6.2

2"

7' - 8"

2"

HOLLOW METALFRAME

ALUMINUMLOUVER


L3

8

A1.5

6

A1.5

5

A1.5

16

A6.2

2"2' - 4"

2"

2' - 4"2"

5' - 2"

1' - 8 5/8"

6' - 5 7/8"

3' - 0 1/4"

8' - 2 1/2"

HOLLOW METALFRAME

ALUMINUMLOUVER


11

A6.2

10

A6.2

DIAMETER

6' - 8"

2' - 0"

S3

15

A6.2

F

1' - 6"1"

4"5"10"

4.01

4.068.01

7.01

8.06

5.04

3.03

4.16

4.05

4.08

4.01

7.13

8.04

7.03

7.04

6.02

F

4.01

8.06

4.06

7.01

7.04

4.01

8.01

4.16

3.03

10" 5" 4 1/8"

7.01

7.13

5.04

4.05

8.04

1' - 6"1"

7.03

6.02

F

4.01

4.16

7.06

7.04

6.01

4.128.07

4.08

7.01

8"

1' - 2"

7.01

4.11

4.13

7.03

8.08

10.01

1' - 10"

10.03

7.12

7.11

7.10

7.13

7.12

4.03

1' - 1" 5"

1' - 6"4"

6.01

7.08

8'-0" A.F.F.

1' - 10"

8.01

8.06

7.01

6.02

5.02

7.09

5.05

9.01

9.02

8.04

7.01

6.01

10 7/8"1 3/4" 1 1/2"

7 7/8"

7.06

FIRST FLOOR0' - 0"

F

8"1' - 2"

8.07

7.01

10.02

4.02

8.08

7.14

7.01

2.01

3.01

2.03

7.07

2.02

1' - 10" 10.03

10.01

4.20

3.04

A

8.07

7.02

10.03

4.02

8.08

7.14

7.02

4.01

4.10

7.04

4.09

4.01

5.01

4.17

7.05

4.19

4.16

4.18

1' - 6"1"

4.07

7.01

7.01

1' - 2" 8"

1' - 10"

10.01

4

4.01

7.04

4.12

4.08

4.08

4.11

7.06

8.02

8.05

8.06

7.01

7.01

1' - 10"

4.13

4.16

4.01

5"

1' - 5"

7.03

6.02

8.06

8.01

8.04

8.04

8.01

MEZZANINE10' - 8"

41"

1' - 6"

4.01

8.06

8.04

8.02

7.01

4.18

4.174.16

4.10

7.01

7.04

4.09

4.15

7.03

7.05

8.05

4.03

4.02

9.03

9.04

5.03

4.19

1/2" MIN.

5.01

4.07

1' - 5" 5"

4.01

8.06

6.02

3.02

FIRST FLOOR0' - 0"

14

A6.2

L2

8' - 0"

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

2"2' - 8"

2"

9' - 0"

2"

7' - 8"

2"

13

A6.2

12

A6.2

17

A6.2

18

A6.2

19

A6.2

HOLLOW METALFRAME

ALUMINUMLOUVER

HOLLOW METALDOOR, SEE DWG. A6.1

FIRST FLOOR0' - 0"

A

8.04

8.06

7.01

4.02

4.14

2.04

1' - 5" 5"

3.01

2.03

7.07

2.02

7.01

2.05

1' - 10"

8.06

6.02

4.20

3.04

8.08

10.01

7.14

7.01

7.01

8.07

8.08

10.01

7.14

7.01

7.01

10.02

10.03

10.03

10.02

8.088.03

10.01

8.07

7.14

7.01

7.01

F

8.07

7.02

8.084.02

8.08

8.03

7.02

4.01

4.10

7.04

4.09

4.01

5.01

4.17

7.05

4.19

4.16

4.18

4.07

1" 1' - 6"

1' - 2" 8"

1' - 10"

FIRST FLOOR0' - 0"

F

4.02

8.08

2.05

2.04

3.01

2.03

7.07

2.02

4.20

3.04

1' - 2" 8"

1' - 10"

8.09

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A6.2

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07/05/11

1/4" = 1'-0"A6.2

2 STOREFRONT ELEVATIONS 1/2" = 1'-0"A6.2

1 STOREFRONT ELEVATIONS

EXTERIOR STOREFRONT KEYNOTE LEGEND

ITEM NO. ITEM DESCRIPTION

SITE WORK

2.01 GRADE, SEE CIVIL

2.02 COMPACTED EARTH

2.03 POROUS FILL

2.04 EXTERIOR PAVING, SEE CIVIL AND STRUCTURAL

2.05 1/2" COMPRESSIBLE FILLER

CONCRETE

3.01 REINFORCED CONCRETE SLAB ON GRADE, SEE STRUCTURAL

3.02 REINFORCED CONCRETE SLAB AT MEZZANINE

3.03 REINFORCED CONCRETE SURROUND AT CIRCULAR STOREFRONT SYSTEM, SEESTRUCTURAL

3.04 REINFORCED CONCRETE FOOTING, SEE STRUCTURAL

MASONRY

4.01 FACE BRICK

4.02 FACE BRICK AT JAMB BEYOND

4.03 SPECIAL SHAPE BRICK BEYOND

4.04 SPECIAL SHAPE BRICK BELOW

4.05 SOLDIER BRICK - PROJECTED 1" - AT CIRCULAR OPENING

4.06 CIRCULAR SOLDIER COURSE BEYOND

4.07 SOLDIER BRICK - PROJECTED 1"

4.08 MASONRY WALL TIES AT 24" O.C. MAX. VERTICALLY & 16" O.C. MAX. HORIZONTALLY

4.09 WEEP AT 24" O.C. MAX.

4.10 CAVITY DRAINAGE MESH

4.11 4" CONCRETE MASONRY UNIT, SEE STRUCTURAL

4.12 4" SOLID CONCRETE MASONRY UNIT, SEE STRUCTURAL

4.13 8" SOLID CONCRETE MASONRY UNIT, SEE STRUCTURAL

4.14 ROWLOCK BRICK BEYOND

4.15 HORIZONTAL JOINT REINFORCING AT 16" O.C. MAX. VERTICALLY (SEE STRUCTURAL)

4.16 12" CONCRETE MASONRY UNIT, SEE STRUCTURAL



4.19 PREFABRICATED LINTEL SYSTEM AT HEAD OF MASONRY OPENING

4.20 CMU FOUNDATION WALL, SEE STRUCTURAL

METALS

5.01 STEEL ANGLE, SEE STRUCTURAL

5.02 STEEL TUBE, SEE STRUCTURAL

5.03 METAL DECK, SEE STRUCTURAL

5.04 CURVED STEEL LINTEL ANGLE AT CIRCULAR OPENING, SEE STRUCTURAL

5.05 6" COLD FORMED METAL STUD FRAMING


6.01 TREATED 1X OR 2X WOOD BLOCKING AS SHOWN



7.01 SEALANT AND BACKER ROD

7.02 FULL SEALANT BED

7.03 DAMPPROOFING


7.05 THRU-WALL METAL FLASHING

7.06 SELF-ADHERED FLASHING

7.07 VAPOR BARRIER

7.08 CONTINUOUS LAYER OF ICE & WATER SHIELD OVER SHEATHING

7.09 THERMAL BATT INSULATION (R-21 MIN.)

7.10 3/4 x 7 1/4 FIBER CEMENT BOARD PLANK INSTALLED OVER SHEATHING - BUTT TIGHTAT 45 DEGREE ANGLE

7.11 1 1/2 x 7 1/4 FIBER CEMENT BOARD PLANK

7.12 1/4" FIBER CEMENT BOARD PANEL

7.13 ICE & WATER SHIELD

7.14 PROVIDE NEOPRENE SEPARATION SHEET BETWEEN DISSIMILAR METALS

OPENINGS

8.01 GLAZING, SEE STOREFRONT ELEVATIONS FOR TYPE

8.02 1" INSULATED METAL PANEL W/ FLUOROPOLYMER FINISH GLAZED INTOSTOREFRONT SYSTEM

8.03 HOLLOW METAL FRAME DOOR

8.04 ALUMINUM STOREFRONT FRAME BEYOND

8.05 ALUMINUM STOREFRONT ENTRANCE DOOR

8.06 ALUMINUM STOREFRONT SYSTEM



8.09 ALUMINUM THRESHOLD IN FULL SEALANT BED

FINISHES



9.03 ACOUSTICAL TILE CEILING SYSTEM

9.04 METAL CEILING EDGE BY CEILING GRID SUPPLIER

SPECIALTIES

10.01 ALUMINUM LOUVER W/ FLUOROPOLYMER FINISH - SET IN HOLLOW METAL FRAME



1 1/2" = 1'-0"7H E A D

1 1/2" = 1'-0"9J A M B

1/4" = 1'-0"A6.2

3 LOUVER ELEVATIONS

1 1/2" = 1'-0"11S I L L

1 1/2" = 1'-0"10H E A D

1 1/2" = 1'-0"14J A M B

1 1/2" = 1'-0"8S I L L

1 1/2" = 1'-0"13S I L L

1 1/2" = 1'-0"12H E A D

1 1/2" = 1'-0"6J A M B

1 1/2" = 1'-0"15M U L L I O N

1 1/2" = 1'-0"4H E A D


1 1/2" = 1'-0"5S I L L

1 1/2" = 1'-0"16M U L L I O N

1 1/2" = 1'-0"17M U L L I O N

1 1/2" = 1'-0"18H E A D

1 1/2" = 1'-0"19S I L L

23


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

14


202


STEEL COLUMN WITH PAINT FINISH, SEE STRUCTURAL

STEEL STAIR,SEE DWG. A5.1

PARTIAL HEIGHTCMU WALL

BELOW LANDING

STEEL BEAM WITH PAINT FINISH, SEESTRUCTURAL

EXPOSED CMUWITH PAINT FINISH



102

23


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"



104



101


110


201


202

14

A2.1

2

CONTROL ROOM WINDOW

111112A

MOP AND BROOMHOLDER, SEE TOILET

ACCESSORYSCHEDULE AT A7.4

STEEL BEAM WITHPAINT FINISH, SEE

STRUCTURAL

STEEL PIPE RAIL WITHPAINT FINISH

EXPOSED CMUWITH PAINT

FINISH

STEEL PIPE RAIL

BA

2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"



104



101CORR.CORR.CORR.CORR.

110


201


202

1 4

A2.1

2 SIM

106107

STAIR LANDING5' - 6"IT CLOSETIT CLOSETIT CLOSETIT CLOSET

105

ELECTRIC WATERCOOLER, SEE

PLUMBING

STEEL STAIR, SEEDWG, A5.1

METAL TRUSSES, SEESTRUCTURAL

STEEL BEAM WITHPAINT FINISH, SEE

STRUCTURAL


STEEL COLUMN, SEESTRUCTURAL

EXPOSED CMU W/PAINT FINISH

2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"



101

BOTTOM OF TRUSS

1 4

CONTROL ROOM WINDOW, SEE DWG. A6.1


STEEL COLUMN WITH PAINT FINISH, SEE STRUCTURAL

STEEL BEAM WITH PAINTFINISH, SEE STRUCTURAL

EXPOSED CMU W/ PAINT FINISH

WALL-MOUNTED STEELLADDER FOR MEZZANINE

ACCESS, SEE DWG.5/A5.1

DC

FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

PNT PAINT

VCT VINYL COMPOSITE TILE

GENERAL NOTES





ELEVATION.







OTHERWISE.



FINISH SCHEDULE NOTES

1. STEEL BEAMS & COLUMNS TO HAVE PAINT

FINISH. ALL BEAMS & COLUMNS WILL BE ONE

COLOR.

2. ALL STEEL STRUCTURE, STAIR MEMBERS &

RAILINGS TO HAVE PAINT FINISH EXCEPT

GALVANIZED STEEL GRATING AT STAIR TREADS

AND LANDINGS.

3. ALL STEEL RAILINGS TO BE PAINTED ONE

COLOR.

4. PAINTING IS NOT REQUIRED AT UNDERSIDE OF

EXPOSED METAL DECK.

5. ALL WALL PAINT COLOR CHANGES WILL OCCUR

AT CORNERS.

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09107

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A7.1

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07/05/11

FINISH SCHEDULE

ROOMNUMBER ROOM NAME FLOOR FINISH BASE FINISH

NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

REMARKSMATL. FINISH MATL. FINISH MATL. FINISH MATL. FINISH MATL. HEIGHT

FIRST FLOOR

101 EQUIPMENT PLANT STAINED CONCRETE W/ EPOXY SEALER -- GWB/CMU PNT 1/PNT 2 * CMU PNT 3 ** GWB/CMU PNT 1/PNT 2 CMU PNT 4 EXPOSED STRUCTURE -- * CMU- PNT 1 & GWB - PNT 2

** 10'-8" TALL WALLS SUPPORTING MEZZANINES WILL BE PAINT

COLOR #3

102 FUTURE CHILLERS STAINED CONCRETE W/ EPOXY SEALER -- GWB/CMU PNT 1/PNT 2 * CMU PNT 4 GWB/CMU PNT 1/PNT 2 CMU PNT 3 ** EXPOSED STRUCTURE -- * CMU- PNT 1 & GWB - PNT 2

** 10'-8" TALL WALLS SUPPORTING MEZZANINES WILL BE PAINT

COLOR #3

103 ELECTRICAL ROOM STAINED CONCRETE W/ EPOXY SEALER -- CMU PNT 1 CMU PNT 4 CMU PNT 4 CMU PNT 4 EXPOSED STRUCTURE --

104 CHEMICAL TREATMENT STAINED CONCRETE W/ EPOXY SEALER -- CMU PNT 1 CMU PNT 4 CMU PNT 4 CMU PNT 4 EXPOSED STRUCTURE --

105 IT CLOSET STAINED CONCRETE W/ EPOXY SEALER -- CMU PNT 4 CMU PNT 4 CMU PNT 4 CMU PNT 4 EXPOSED STRUCTURE --

106 LOCKER ROOM STAINED CONCRETE W/ EPOXY SEALER -- CMU PNT 5 CMU PNT 6 CMU PNT 5 CMU PNT 5 ACT 8'-8"

107 UNISEX TOILET CT CT CT -- CT -- CT -- CT -- ACT 8'-8"

108 SHOWER CT CT CT -- CT -- CT -- CT -- ACT 8'-8"

109 STAIR 1 STAINED CONCRETE W/ EPOXYSEALER* -- CMU PNT 3 CMU PNT 3 CMU PNT 1 CMU PNT 3 EXPOSED STRUCTURE * METAL GRATING AT STEPS & LANDING

110 CORR. STAINED CONCRETE W/ EPOXY SEALER -- CMU PNT 3 CMU PNT 6 CMU PNT 1 CMU PNT 6 ACT 8'-8"

111 CONTROL ROOM VCT RUBBER CMU PNT 5 CMU PNT 5 CMU PNT 6 CMU PNT 5 ACT 8'-8"

112 OFFICE VCT RUBBER CMU PNT 6 CMU PNT 5 CMU PNT 5 CMU PNT 5 ACT 8'-8"

113 SERVICE YARD * * * * * * * * * * * * * EXTERIOR SPACE, NO FINISHES

MEZZANINE

201 MEZZANINE 1 CONCRETE W/ EPOXY SEALER -- -- -- -- -- CMU PNT 1 -- -- EXPOSED STRUCTURE --

202 MEZZANINE 2 CONCRETE W/ EPOXY SEALER -- CMU PNT 1 -- -- -- -- -- -- EXPOSED STRUCTURE --

1/4" = 1'-0"A7.1

1 EQUIPMENT PLANT - WEST VIEW

1/4" = 1'-0"A7.1

2 CORRIDOR 110 - WEST ELEVATION 1/4" = 1'-0"A7.1

3 CORRIDOR 110 - EAST ELEVATION

1/4" = 1'-0"A7.1

4 EQUIPMENT PLANT - EAST VIEW


B C D E


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

F



101

A

104B 103B105

TOP OF EXTERIOR

OPENING13' - 4"

STEEL TRUSSES AT4'-0" O.C. ,SEE

STRUCTURAL

ALUMINUMSTOREFRONT SYSTEM

STEEL COLUMN ANDBEAM PIPE SUPPORT,

SEE STRUCTURAL. ALLCOLUMNS AND BEAMS

TO HAVE PAINT FINISH

EXTERIOR ALUMINUM STOREFRONT

STEEL COLUMN, SEESTRUCTURAL

WALL-MOUNTED STEELLADDER FOR MEZZANINE

ACCESS, SEE 5/A5.1

EXPOSED UNDERSIDEOF METAL DECK

STEEL TRUSSES AT 4'-0" O.C.



102

ALUMINUM STOREFRONTSYSTEM

GYPSUM WALLBOARD OVER COLD-FORMED METAL FRAMING AT

EXTERIOR WALL WITH FIBER CEMENTBOARD AT EXTERIOR

1" WIDE X 5/8" DEEP METAL REVEALWITH PAINT FINISH AT GWB/CMU

INTERSECTION, TYPICAL

4" X 5/8" DEEP METAL REVEAL WITHPAINT FINISH AT GWB INFILL,

TYPICAL

BCDE


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

F



101

A

STEEL PIPE RAIL W/PAINT FINISH

TOP OF EXTERIOR

OPENING13' - 4"

STEEL COLUMN AND BEAMPIPE SUPPORT, SEE

STRUCTURAL. ALLCOLUMNS AND BEAMS TO

HAVE PAINT FINISH

EXTERIOR ALUMINUMSTOREFRONT

HOLLOW METAL FRAMEW/ 1/4" CLEAR TEMPERED

GLASS

STEEL TRUSSES AT 4'-0"O.C. , SEE STRUCTURAL

ALUMINUM STOREFRONTSYSTEM

EXPOSED UNDERSIDE OFMETAL DECK



102

GYPSUM WALLBOARD OVER COLD-FORMED METAL FRAMING AT

EXTERIOR WALL WITH FIBER CEMENTBOARD AT EXTERIORCB

1" WIDE X 5/8" DEEP METAL REVEALWITH PAINT FINISH AT GWB/CMU

INTERSECTION, TYPICAL

4" X 5/8" DEEP METAL REVEAL WITHPAINT FINISH AT GWB INFILL, TYPICAL

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PLOT DATE:

09107

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A7.2

INT

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VA

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07/05/11

1/4" = 1'-0"A7.2

1 EQUIPMENT PLANT - NORTH ELEVATION

1/4" = 1'-0"A7.2

2 EQUIPMENT PLANT - SOUTH ELEVATION


C

FIRST FLOOR0' - 0"

KNEESPACE

KNEESPACE

EQ3' - 0"EQ

EQ EQ3' - 10"2' - 4"

5' -

6"

2' -

6"

8' -

0"

PLASTIC LAMINATECOUNTERTOP

6' - 2"

KNEESPACE

KNEESPACE

PLYWOOD COUNTERTOP SUPPORTW/ PLASTIC LAMINATE

BASE CABINET W/ PLASTICLAMINATE FINISH

BASE, AS SCHEDULED

6

A7.3

5

A7.3

HOLLOW MTL. FRAMEBORROWED LITE W/

1/4" TEMPERED GLASS

EDGE BOARD LOCATION(SEE ELECTRICAL)


3

FIRST FLOOR0' - 0"

1' - 6" 3' - 8" 1' - 6" 3' - 8"

KNEESPACE

3' - 8" 3' - 8"

5' -

6"

2' -

6"

8' -

0"

PLASTIC LAMINATECOUNTERTOP

BASE CABINET W/ PLASTICLAMINATE FINISH

PLYWOOD COUNTERTOP SUPPORT W/PLASTIC LAMINATE FINISH

BASE, AS SCHEDULED

STEEL COLUMN W/ PAINTFINISH

5

A7.3

2' - 4"

6

A7.3


STEEL T-SECTION MT 3x2.2ANCHORED TO SLAB

3/4" PLYWOOD PANEL W/PLASTIC LAMINATE FINISH,

EITHER SIDE OF T-SECTION

7

A7.3

SEALANT

3/4" PLYWOOD BACKSPLASH WITH PLASTIC LAMINATE FINISH

GROMMET

3/4" PLYWOOD COUNTERTOP WITHPLASTIC LAMINATE FINISH

FACE OF CMU WALL

DOUBLE 3/4" WOOOD PANEL VERT.SUPPORT

CONT. EXPOSED 2x6 WD BLOCKINGSUPPORT @ CMU WALL. PAINT

FINISH TO MATCH WALL COLOR.

STEEL T-SECTION MT 3x2.2ANCHORED TO SLAB

7" 3/4" 3"

2' -

6"

2"

2' -

1 1

/4"

4 3

/4"

2' - 4"

CONTINIOUS 2x4 WD BLOCKING

3/4" HARDWOOD APRON W/PLASTIC LAMINATE FINISH

3/4" x 3/4" HARDWOOD EDGE3/4" PLYWOOD CASEWORK W/PLASTIC LAMINATE AT ALL

EXPOSED SURFACES

4"

8 1

/4"

8 1

/4"

8"

1 1

/2"

2' - 4"

3/4" PLYWOOD COUNTERTOP W/PLAS. LAM. FINISH

3/4" PLYWOOD BACKSPLASH W/PLAS. LAM. FINISH

SEALANT

1/4" PLYWOOD BACK

3/4" x 3/4" HARDWOOD EDGE

CONT. 2X WD BLOCKING

RUBBER BASE OVER 3/4"HARDWOOD

CONT. 2X WD BLOCKING

2"

2' -

6"

2 3


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

2

A3.3

2

A3.3

1 4

TOP OF EXTERIOR

OPENING13' - 4"

NOTE:NOTE:NOTE:NOTE:TRUSS NOT SHOWN FOR CLARITY

CURVED STEEL LINTEL ATCIRCULAR WINDOW OPENING WITH

PAINT FINISH

ALUMINUM AND GLASS SEGMENTEDOVERHEAD GARAGE DOOR (12'-0"

WIDE x 13'-4" TALL)ALUMINUM LOUVERS & STEEL DOORSET IN HOLLOW METAL FRAME

SLOPING BOND BEAM, SEE STRUCTURAL


2

A4.41

A4.4

ROOF RIDGE31' - 11"

STEEL BEAM WITH PAINT FINISH,SEE STRUCTURAL

6" CMU, SURROUND AT OVERHEADDOOR OPENING, SEE STRUCTURAL

23


MEZZANINE10' - 8"

FIRST FLOOR0' - 0"

2

A3.3

2

A3.3

14

TOP OF EXTERIOR

OPENING13' - 4"

CURVED STEEL LINTEL ATCIRCULAR LOUVER OPENING

WITH PAINT FINISH

SLOPING BOND BEAM, SEE STRUCTURAL


EXPOSED CMU WITH PAINT FINISH

ALUMINUM LOUVER SET INTOHOLLOW METAL FRAME

ROOF RIDGE31' - 11"

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09107

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STATE PROJECT NO.:

H17-9569-LC



RRF

CME

A7.3

INT

ER

IOR

DE

TA

ILS

07/05/11

1/2" = 1'-0"A7.3

3 CONTROL ROOM - NORTH ELEVATION

1/2" = 1'-0"A7.3

4 CONTROL ROOM - WEST ELEVATION

3" = 1'-0"A7.3

7 DETAIL

1 1/2" = 1'-0"A7.3

6 COUNTER 1 1/2" = 1'-0"A7.3

5 CASEWORK SECTION

1/4" = 1'-0"A7.3

1 EQUIPMENT PLAN - EAST VIEW AT EXTERIOR WALL

1/4" = 1'-0"A7.3

2 EQUIPMENT PLAN - WEST ELEVATION AT EXTERIOR WALL


D E

3

1

1


107


108


106

108

106

8"

7' -

4"

8"

6' -

4"

8"

16' - 8"

4" 16' - 0" 4"

8"

12

' - 8

"8

"

5' -

8"

8' -

4"

1' -

0"

A7.4

2

4

5

1

T16T16

T16

T16

T16

T16

T16

T9

A7.46

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

A7.411

10

9

1

T2T3

T4

T7

T5

T6

T12

T11

T8107

15

' - 0

"

7' - 8" 8" 7' - 8" 8"

3' - 4" 4' - 4" 3' - 0" 4' - 8"

2' - 0" 1' - 4"

7

8

3

1

3

1

3

1

1

1

10

' - 0

"5

' - 8

"

T15

T1

T9

T10

T14

T13

1' - 0"

MIN.

3' - 0" 8"

15

' - 8

"

1

3

3

33

3

4

3' -

0"

3' -

4"

1' -

6"

4' -

4"

1' -

6"

T3T9

T18

E

FIRST FLOOR0' - 0"

CERAMIC TILE (8" x 8") FINISHAT TOILET, TYP.

MA

X.

2' -

10

"

T6

T7

4' -

0"

FIRST FLOOR0' - 0"

3' - 3"

MAX.

1' - 0" 3' - 6"

2' -

9"

3' -

3"

1' -

6"

T3

T2

T1

T4

T5

3

FIRST FLOOR0' - 0"

107

T3T5

FIRST FLOOR0' - 0"

8' -

0"

108

T15

MIN

.

1' -

5"

CERAMIC TILE (8" X 8")FINISH AT WALLS, TYP.

3

FIRST FLOOR0' - 0"

8' -

0"

108107

EXPOSED CMU WITH PAINT FINISHAT LOCKER ROOM (TYP.)

D

FIRST FLOOR0' - 0"

T16

FULL-HEIGHTLOCKERS

8' -

0"

3

FIRST FLOOR0' - 0"

6' - 0" (6 FULL SIZE LOCKERS)

8' -

0"

106

T16 T16 T16 T16 T16 T16

STEEL COLUMN, SEE STRUCTURAL

3

FIRST FLOOR0' - 0"

MIN

.

1' -

6"

3' -

3"

2' -

9"

T1

T2

T3T6

T8

3' - 0" 6"

FIRST FLOOR0' - 0"

T10

T12

T11

T15

8' -

0"T3

FIRST FLOOR0' - 0"

4' -

0"

2' -

9"

3' -

3"

MIN

.

1' -

6"

1' - 6"

T10

T3

T13

T12

T14

1

PARTITION TYPE 1:8" REINFORCED FULL HEIGHT





2


(SEE STRUCTURAL)

3

PARTITION TYPE 4:6" REINFORCED FULL HEIGHT


4

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09107

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H17-9569-LC



RRF

CME

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1/2" = 1'-0"A7.4

1 ENLARGED FIRST FLOOR PLAN

1/2" = 1'-0"A7.4

2 TOILET 107 - NORTH ELEVATION 1/2" = 1'-0"A7.4

4 TOILET 107 - SOUTH ELEVATION

1/2" = 1'-0"A7.4

5 TOILET 107 - WEST ELEVATION

N

TOILET ACCESSORIES

NO. ITEM MOUNTING HEIGHT MFG. MODEL NO.

T1 36" STAINLESS STEEL HORIZONTAL GRAB BAR WITH SATIN FINISH(HORIZONTALLY MOUNTED)

2'-9" TO CENTERLINE OF GRAB BAR BOBRICK B-5806 x 36

T2 42" STAINLESS STEEL HORIZONTAL GRAB BAR WITH SATIN FINISH(HORIZONTALLY MOUNTED)

2'-9" TO CENTERLINE OF GRAB BAR BOBRICK B-5806 x 42

T3 18" STAINLESS STEEL VERTICAL GRAB BAR WITH SATIN FINISH (VERTICALLYMOUNTED)

3'-3" TO CENTERLINE OF BOTTOM MOUNTING PLATE BOBRICK B-5806 x 18

T4 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER 19" TO BOTTOM OF UNIT, PROVIDE 1 1/2" MIN OF CLEARANCE BETWEENTOILIET TISSUE DISPENSER AND GRAB BAR

BOBRICK B-2888

T5 AUTOMATIC HAND DRYER ELECT. 38" TO BOTTOM OF DRYER BOBRICK B-700

T6 SURFACE MOUNTED STAINLESS STEEL PAPER TOWEL DISPENSER AND WASTERECEPTACLE (14" X 28")

48" TO BOTTOM OF TOWEL DISPENSER PORTION OF UNIT BOBRICK B-3699

T7 SURFACE MOUNTED SOAP DISPENSER 49" TO TOP OF DISPENSER BOBRICK B-2112

T8 GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME (24" x 48") 3'-4" TO BOTTOM OF MIRROR BOBRICK B-165 2448

T9 HEAVY-DUTY ROBE HOOK 48" TO CENTERLINE OF ROBE HOOK BOBRICK B-2116

T10 HEAVY-DUTY SHOWER CURTAIN ROD WITH CONCEALED MOUNTING,42" X 72" VINYL SHOWER CURTAIN

STAINLESS STEEL SHOWER CURTAIN HOOKS

COORDINATE MOUNTING HEIGHT WITH CURTAIN MFR. BOBRICK B-6107B204-2

B204-1

T11 REVERSIBLE SOLID PHENOLIC FOLDING SHOWER SEAT 18" FROM SEAT FROM FINISH FLOOR BOBRICK B-5181

T12 HORIZONTAL SHOWER COMPARTMENT GRAB BAR (24" X 36") 3'-2" TO CENTERLINE OF GRAB BAR BOBRICK B-58616.99

T13 SURFACE MOUNTED STAINLESS STEEL SOAP DISH 48" ABOVE FINISH FLOOR BOBRICK B-6807

T14 SURFACE MOUNTED STAINLESS STEEL TOWEL SHELF/TOWEL BAR (24" LONG) 48" ABOVE FINISH FLOOR BOBRICK B-676

T15 SOLID PHENOLIC FOLDING SHOWER/DRESSER AREA SEAT 18" FROM SEAT TO FINISH FLOOR BOBRICK B-5191

T16 12" W x 18" D x 72" H STEEL LOCKER FLOOR MOUNTED AMERICAN LOCKER ENVOY

T17 STAINLESS STEEL MOP/BROOM HOLDER 72" TO TOP OF UNIT FROM FINISH FLOOR BOBRICK B-223 X 36

T18 GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME AND SHELF (24" x 48") 3'-4" TO BOTTOM OF MIRROR BOBRICK B-165 2448

TOILET ACCESSORY NOTES:TOILET ACCESSORY NOTES:TOILET ACCESSORY NOTES:TOILET ACCESSORY NOTES:

1. MANUFACTURER MODEL NUMBERS/NAMES GIVEN FOR INFORMATION. SEE SPECIFICATIONS FOR LIST OF ACCEPTABLE MANUFACTURERS.

2. T18 - MOP/BROOM HOLDER LOCATED AT ROOM 104 - CHEMICAL TREATMENT.

1/2" = 1'-0"A7.4

6 SHOWER 108 - WEST ELEVATION

1/2" = 1'-0"A7.4

9 LOCKER ROOM 106 - EAST ELEVATION

1/2" = 1'-0"A7.4

10 LOCKER ROOM 106 - SOUTH

1/2" = 1'-0"A7.4

11 LOCKER ROOM 106- WEST ELEVATION

1/2" = 1'-0"A7.4

3 TOILET 107 - EAST ELEVATION

1/2" = 1'-0"A7.4

7 SHOWER 108 - NORTH ELEVATION

1/2" = 1'-0"A7.4

8 SHOWER 108 - EAST ELEVATION


PROJECT NARRATIVE TABLE 5-3: BASIC BUILDING … · FLOOD HAZARD AREA Base Flood Elevation ... Subgrade _____ % ASTM D698 ASTM D1557 AASHTO ... Drinking Fountains Req'd.: 1 …

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