TOWN HALL POLICE - CITY OF WHITMIRE

THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL BE REQUIRED TO VISIT THE PREMISES TO INSPECT EXISTING CONDITIONS, BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATE PERSONAL OBSERVATIONS WITH REQUIREMENTS OF THE DRAWINGS.

ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH COUNTY REGULATIONS AND CODES, O.S.H.A. STANDARDS, THE CODE STANDARDS LISTED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER AND THE ARCHITECT.

IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS. ALL CONTRACTORS SHALL OBTAIN NECESSARY AND APPLICABLE CITY/COUNTY PERMITS, INSPECTIONS AND APPROVAL PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR SHALL FURNISH COPIES OF PERMITS, INSPECTIONS AND CERTIFICATES TO OWNER UPON REQUEST.

CONTRACTOR SHALL BE REQUIRED TO COORDINATE WORK SCHEDULE TO MINIMIZE DISRUPTION OF NORMAL ACTIVITIES AND TO AVOID INTERFERENCE WITH ADJACENT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO PROTECT SURROUNDINGS, MATERIALS AND EXISTING FINISHES THROUGHOUT ALL PHASES OF CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS TO BE MAINTAINED BY CONTRACTOR. DAMAGE TO EXISTING-TO-REMAIN CONSTRUCTION, MATERIALS OR EQUIPMENT TO BE RESTORED TO ORIGINAL CONDITION.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF TRASH AND DEBRIS FROM JOB SITE ON A DAILY BASIS. FINAL CLEAN-UP WITHIN SCOPE OF WORK.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RELATED TRADES AND VENDORS NECESSARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS.

DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION.

ALL WORK SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, CURRENT EDITION OF NATIONAL ELECTRIC CODE, INTERNATIONAL PLUMBING, AND MECHANICAL CODE, RECOGNIZED INDUSTRY STANDARDS, CRAFTSMANSHIP STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS, AND ALL OTHER APPLICABLE CODES.

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

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

THE FLOOR ON BOTH SIDES OF A DOOR SHALL BE LEVEL AND SHALL HAVE THE SAME ELEVATION ON BOTH SIDES OF THE DOOR, FOR A DISTANCE ON EACH SIDE EQUAL TO THE WIDTH OF THE WIDEST SINGLE DOOR.

FIRE EXTINGUISHERS SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A MINIMUM OF 2 A 10 BC 1 AND SHALL BE INSTALLED AT A MAXIMUM OF 48" A.F.F. TO THE TOP OF THE HANDLE.

PROVIDE CONT. SOLID BLOCKING, AS REQUIRED, IN WALLS TO RECEIVE ACCESSORY ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:HANDRAILSTOILET ROOM ACCESSORIESGRAB BARSFIRE EXTINGUISHER CABINETS & BRACKETSCABINETS AND SHELVES

CLEAN WALLS, DOORS, DOOR FRAMES, HANDRAILS, GUARDRAILS, ETC. PER MANUFACTURERS RECOMMENDATIONS PRIOR TO SEALING AND PAINTING.

TEMPORARY SIGNS: PROVIDE TEMPORARY SIGNS AS REQUIRED TO INFORM PUBLIC AND INDIVIDUALS SEEKING ENTRANCE TO PROJECT.PROVIDE TEMPORARY, DIRECTIONAL SIGNS FOR CONSTRUCTION PERSONNEL AND VISITORS. MAINTAIN AND TOUCHUP SIGNS SO THEY ARE LEGIBLE AT ALL TIMES.

OWNER

BILLY HOLINGSWORTH, MAYOR

210 MAIN STREETWHITMIRE, SC 29178PHONE: 803-694-2356EMAIL: [email protected]

OWNER'S REP

CUMMING CORPORATION

BARRY EVANS, VICE PRESIDENT

720 LADY STREETCOLUMBIA, SOUTH CAROLINA 29201PHONE: 803-256-1989EMAIL: [email protected]

ARCHITECT

JOHNSON, LASCHOBER AND ASSOCIATES, P.C.

WATSON LEE DORN III, AIA, REGISTERED ARCHITECT

1296 BROAD STREETAUGUSTA, GEORGIA 30901PHONE: 706-724-5756EMAIL: [email protected]

MECHANICAL ENGINEER


CURTIS WILLIAMSON, P.E.


FIRE PROTECTION ENGINEER

1296 BROAD STREETAUGUSTA, GEORGIA 30901PHONE: 706-724-5756EMAIL:[email protected]

STRUCTURAL ENGINEER


MARK LORAH, P.E.


CIVIL ENGINEER


TREVOR WIMBERLY, P.E.


ELECTRICAL ENGINEER


FLOYD KEELS, P.E.



CURTIS WILLIAMSON, P.E.

WALL TYPE

TYPICAL DIMENSION INDICATOR

DETAIL/PLAN KEY

SECTION KEYSDIRECTION OF SECTION

ELEVATION KEY

REVISION INDICATION

REVISION NUMBER

AREA REVISED

DOOR NUMBER

GLASS TYPE

DRAWING NAME

DRAWING SCALE

ENLARGED DETAIL INDICATOR

DIRECTION OF SECTION

TERMINATION OF SECTION

DRAWING LOCATION ON SHEET GRID

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF DETAIL

BUILDING SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF SECTION

WALL SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF SECTION

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF DETAIL

COLUMN GRID REFERENCE

TERMINATION OF SECTION

DRAWING NAME

DRAWING SCALE

DRAWING LOCATION ON SHEET GRID

SHEET NUMBER WHERE DETAIL IS REFERENCED

SHEET NUMBER WHERE DETAIL IS DRAWN

A

A1PLAN1/8" = 1'-0"

NTSA1

PLAN

A1

A-101

SIM

A1

A-101

SIMA1

A-101

SIM

A1

A-101

SIM

01_FLOOR12'-0"

1

201A

CENTERLINE

9 1/2"

FLOOR ELEVATION

ROOM NAME AND AREA

A

ELEVATION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF ELEVATION

DIRECTION OF ELEVATION

A-201

A1

Room name150 SF

1i

A-201

A1

6"

8'-0

"

4'-0"

PROJECT MANAGEMENT:

PROJECT:

3" 3"

1'-8

"3

"3

'-11

"2

'-0

"

1 1/2" HIGH ARIAL TEXT (BLACK)

PROJECT TEXT TO MATCH OWNER/BUILDER PREFERENCE

3" WIDE BORDER AROUND PERMITER OF SIGN

JLA IMAGE w/ BORDER

1 1/2" HIGH ARIAL TEXT (BLACK)

CONTRACTOR NAME AND LOGO-STYLE AND COLORS AS REQUIRED

4x4 SUPPORT POST TO EXTEND 2'-0" BELOW GRADE

GRADE

ARCHITECT/ ENGINEER:

PROJECT MANAGEMENT:

CUMMING IMAGE

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DRAWN BY:

CHECKED BY:

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DRAWING NO. REV.

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INDEX OF DRAWINGS

PROJECT TEAM

PROJECT LOCATION MAPGENERAL NOTES:

GRAPHIC SYMBOLS

AS NOTED

JOHNSON, LASCHOBER & ASSOCIATES, P.C.

Since 1980

Architects Engineers Landscape Architects

AUGUSTA, GA MT. PLEASANT, SC TEL (706) 724-5756 TEL (843) 619-4656

FAX (706) 724-3955WWW.THEJLAGROUP.COM

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JOB SITE SIGN

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210 MAIN STREET, WHITMIRE, SC 29178

NEWBERRY COUNTY

TOWN HALL POLICE - CITY OF WHITMIRE

NEWBERRY, SOUTH CAROLINA

3606.1704

DRAWING INDEX

G-001 COVER SHEET

G-002 LIFE SAFETY PLAN & CODE REVIEW

ARCHITECTURAL

A-001 EXISTING FLOOR PLANS

A-002 DEMOLITION PLAN

A-100 PROPOSED FLOOR PLANS

A-101 DIMENSIONED FLOOR PLANS

A-103 ENLARGED RESTROOM FLOOR PLANS

A-104 PROPOSED FURNITURE PLAN - FIRST FLOOR

A-201 REFLECTED CEILING PLAN

A-301 ROOF PLAN

A-401 EXTERIOR ELEVATIONS

A-601 WALL TYPES

A-701 DOOR, WINDOW SCHEDULE, DETAILS, ROOM FINISH SCHEDULE

A-801 INTERIOR ELEVATIONS/ CABINET DETAILS

AALT01 GARAGE ROOF PLAN- ALTERNATE #2

AALT02 GARAGE BUILDING PLANS- ALTERNATE #2

PLUMBING

P-001 PLUMBING GENERAL NOTES AND LEGEND

P-101 PLUMBING PLANS

P-201 PLUMBING SCHEDULES AND DETAILS

PALT02 ALTERNATE #2 REAR BUILDING PLUMBING PLANS

MECHANICAL

M-001 HVAC GENERAL NOTES AND LEGEND

M-101 HVAC PLANS

M-201 HVAC SCHEDULES AND DETAILS

MALT02 ALTERNATE #2 REAR BUILDING HVAC PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND LEGEND

E-101 LIGHTING PLANS

E-201 POWER AND SIGNAL PLANS

E-401 ELECTRICAL SCHEDULES AND DETAILS

ZE ALTERNATE #2 REAR BUILDING ELECTRICAL PLAN

PROJECT LOCATION

ALTERNATES TO BASE BID:

1. REMOVE AND REPLACE ROOF ON GARAGE.

2. COMPLETE PROPOSED WORK IN GARAGE AREA PER SHEET AALT02.

3. COMPLETE FINISHES ON THE SECOND LEVEL OF THE MAIN TOWN HALL BUILDING.

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EXIT CAPACITY (DOOR EGRESS WIDTH / 0.2)

ANTICIPATED LOAD

EGRESS WIDTH

EGRESS TRAVEL PATH: DISTANCE NOTED IS ACTUAL.

FIRE EXTINGUISHER CABINETWITH FIRE EXTINGUISHER

EXIT SIGN

EXIT DOOR

68" 340

299

F.E.-1

LIFE SAFETY PLAN LEGEND

74 SF

WOMEN104

47 SF

MEN103

235 SF

TOWN HALLCLERK

111

160 SF

CPW CLERK110

56 SF

VAULT109

384 SF

POLICE101

168 SF

ENTRY100

54 SF

CORRIDOR105

37 SF

CORR.102

ST

EP

198 SF

STORAGE108

174 SF

CORRIDOR106

ST

EP

52 SF

ELEC.113

ø 5' -

7"

21 SF

JAN.114

88 SF

VESTIBULE112

75 SF

EVIDENCE107

EXIT DOOR

34" 170

21

FE-1

EXIT DOOR

34" 170

15

78 SF

INTERVIEW116

MECHANICAL CHASE

WATER COOLER

FE-1

FE-1

110 SF

PROPERTY117

21 SF

HIGH SECURITYEVIDENCE

118

197 SF

OFFICE201

198 SF

OFFICE202

123 SF

OFFICE204

128 SF

OFFICE203

149 SF

OFFICE206

141 SF

OFFICE207

855 SF

FUTURE OFFICE208

146 SF

STAIRS200

251 SF

CORRIDOR205

FE-1

(NOT USED)

100 FT

200 FT

20 FT

COMMON PATH (IBC 1006.2.1, NFPA T-A7.6)

TRAVEL DISTANCES

TRAVEL DISTANCE (IBC T-1017.2, NFPA A7.6.1)

DEAD END (IBC 1020.4, NFPA T-A7.6.)

ROOF CONSTRUCTION***including supporting beams & joists

***including supporting beams & joistsFLOOR CONSTRUCTION

NONBEARING WALLS & PARTITIONS

INTERIORS

BEARING WALLS

EXTERIORS

FIRE RESISTANCE RATING REQUIRED (IBC TABLE 601, NFPA TABLE A-8-2.1.2)

OCCUPANT LOAD (IBC SECT. 1004 & TABLE 1004.1.2, NFPA T-7.3.1.2) =

OCCUPANCY CLASSIFICATION (IBC CHAPTER 3, NFPA 101 CHAPTER 6)

STRUCTURAL FRAME***including columns, girders and trusses

HEIGHT ALLOWED

HEIGHT BY DESIGN

BUILDING HEIGHT (IBC TABLE 504.3)

TO TOP OF PARAPET

75'-0" (3 STORIES)

2 STORY

BIBC NFPA BUSINESS

INTERNATIONAL FIRE CODE

IPC - INTERNATIONAL PLUMBING CODE

IMC - INTERNATIONAL MECHANICAL CODE

IFGC - INTERNATIONAL FUEL GAS CODE

NATIONAL ELECTRICAL CODE

INTERNATIONAL ENERGY CONSERVATION CODE

IBC - INTERNATIONAL BUILDING CODE

ADA STANDARDS FOR ACCESSIBLE DESIGN

NFPA - 101 LIFE SAFETY CODES

BUSINESS / ASSEMBLY

REQUIRED SEPARATION OF OCCUPANCIES (IBC T-508.4, NFPA T-6.1.14.4.1)

28'-6"

TYPE OF CONSTRUCTION (IBC CHAPTER 6, NFPA 101 CHAPTER 6)

SPRINKLER REQUIRED (IBC CHAPTER 9, NFPA CHAPTER 7)

YES XNO

IIIBIBC NFPA II

BUILDING FLOOR AREA ALLOWED PER FLOOR (IBC TABLE 506.2)

1ST FLOOR ALLOWED

TOTAL ALLOWED

YES XNO

BY DESIGN

BY DESIGN

19,000 SF 2,594 SF (existing)

SPRINKLER PROVIDED

YES NO

IBC HR NFPA HR

IBC HR NFPA HR

IBC HR NFPA HR

IBC HR NFPA HR

IBC HR NFPA HR

INTERIORS

EXTERIORS IBC HR NFPA HR

IBC HR NFPA HR

IBC HR NFPA HR

X

36,000 SF 5,188 SF (existing)

BUSINESS - 100SF PER PERSON (874SF)

REQUIRED MEANS OF EGRESS

PANIC HARDWARE REQUIRED ON EXIT DOORS

CODE ANALYSIS

MINIMUM STANDARD CODES

REVIEW PER DESIGN

0

0

0

0

0

0

0

0 0

0

0

0

0

0

0

0

TOTAL = 11 OCCUPANTS

2015 EDITION, W/ SOUTH CAROLINA AMENDMENTS





2014 EDITION


LATEST EDITION, W/ SOUTH CAROLINA AMENDMENTS

2015 EDITION

STAIRREQUIRED STAIR EGRESS CAPACITY PER IBC: 19 PEOPLE * .3" PER PERSON = 5.7"MINIMUM STAIR WIDTH 44" (1011.2) (1 STAIR @ 44" = 44" TOTAL)

2ND FLOOR ALLOWED BY DESIGN19,000 SF 2,594 SF (existing)

TOTAL = 30 OCCUPANTS

1ST FLOOR:

2ND FLOOR:

DOORREQUIRED DOOR EGRESS CAPACITY PER IBC: 30 PEOPLE * .2" PER PERSON = 6"EGRESS CAPACITY PROVIDED: 2 DOORS * 34" = 68"

1ST FLOOR:

2ND FLOOR:

BUSINESS - 100SF PER PERSON (1824SF) = 19 OCCUPANTS

= 9 OCCUPANTS

= 2 OCCUPANTSACCESSORY STORAGE - 300SF PER PERSON (580SF)

REQUIRED PLUMBING FIXTURES- TABLE 2902.1MALE FEMALE UNISEX LAVATORIES SERVICE SINKS

ASSEMBLY: REQUIRED:PROVIDED:

DRINKING FOUNTAINS:REQUIRED:PROVIDED:

1 1 0 2 1

1 1 0 2 1

1

1 (WATER DISPENSER LOCATED IN CORRIDOR 105, OWNER PROVIDED & INSTALLED)

1 HR RATED WALL

UL U465 - METAL STUD

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DRAWING NO. REV.

Since 1980




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G-002

LIFE SAFETY PLAN& CODE REVIEW

TO

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1 FIRST FLOORSCALE: 1/4" = 1'-0"G-002

2 SECOND FLOOR

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STEPSTEP

385 SF

POLICE101 191 SF

TOWN HALL

CLERK111

348 SF

CPW CLERK110Redundant Room

CORRIDOR105

195 SF

STAIRS100

199 SF

CORRIDOR106

80 SF

TLT. RM.104

56 SF

VAULT109

57 SF

CORR.10227 SF

TLT. RM.103

2184 SF

GARAGE107

225 SF

CELLS108

251 SF

CELLS112

HV

AC

Redundant Room

GARAGE AREA209

Not Enclosed

GARAGE AREA210

GE

NE

RA

TO

R

NATURAL GAS

RADIO TOWER

90 90 19 20

201

205

202

204

207206

203

208

80 80

869 SF

OFFICE208

149 SF

OFFICE206

128 SF

OFFICE203

197 SF

OFFICE201

198 SF

OFFICE202

123 SF

OFFICE204

141 SF

OFFICE207

251 SF

CORRIDOR205

146 SF

STAIRS200

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PROJECT NO.

DRAWING NO. REV.

Since 1980




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A-001

EXISTING FLOOR

PLANS

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1 FIRST FLOORSCALE: 1/8" = 1'-0"A-001

2 SECOND FLOOR

SCALE: 1/8" = 1'-0"

24 FT.1684210

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NOTE:PLANS SHOWN FOR REFERENCE ONLY

UP

UP

UP

EXIST. BUILDING TO BE REMOVED IN ITS ENTIRETY. REMOVE EXISTING CONCRETE SLAB AND REMOVE FOUNDATION WALLS TO A MINIMUM OF 16" BELOW GRADE.

CAREFULLY CUT AND REMOVE FLASHING FROM EXISTING BRICKWORK PRIOR TO REMOVAL OF ROOF AND ROOF STRUCTURE WHERE IT ATTACHES TO THE EXISTING BUILDING THAT IS TO REMAIN.

STEPSTEP

385 SF

POLICE101

191 SF

TOWN HALL

CLERK111

348 SF

CPW CLERK110Redundant Room

CORRIDOR105

195 SF

STAIRS100

199 SF

CORRIDOR106

80 SF

TLT. RM.104

56 SF

VAULT109

57 SF

CORR.102

27 SF

TLT. RM.103

HV

AC

2

2

1

1

1 1

1

1

3

3

3

3

3

3

4

4

GRADE TO PROVIDE POSITIVE DRAINAGE TO GILLIAM STREET AND PLACE 6" DEEP #57 STONE FOR FUTURE PARKING AREA.

EXISTING CONCRETE SLAB TO BE GROUND SMOOTH AND LEVELED TO RECEIVE NEW FINISH FLOOR

5 5

6 6

6

6 6

6

6

6

6

67

4

6 7

4

6 7

7

7

7

7777

REMOVE PLYWOOD FROM BOTH SIDES OF EXISTING PARTITION WALL

REMOVE & REPLACE ROOF MEMBRNE, INSULATION AND CEILING STRUCTURE. (INCLUDES CEILING PLYWOOD, JOISTS, SHEATHING & ROOF MEMBRANE). BASE BID

ALTERNATE #2

SEE 1/AALT02 FOR PROPOSED PLANS

SHORING OF ADJACENT WALL TO BE INCLUDED IN BASE BID. SEE DETAIL 4/AALT01 FOR DETAILS.

DS

DS

8

8

13 13

13

13

13

12 12 12

GE

NE

RT

AO

R

GENERATOR TO REMAIN

11

3

3

3

3

EXISTING DOOR TO REMAIN. PATCH DOOR AND FRAME WITH BONDO, SAND SMOOTH, PRIME AND PAINT AS SPECIFIED.

REMOVE EXISTING CONCRETE SIDEWALK FROM THE EDGE OF BUILDING TO ASPHALT PAVING. REGRADE AND REPLACE WITH NEW CONCRETE SIDEWALK ON GRADE. 6" THICK w/ SLOPES TO EXISTING STORM DRAINS. REWORK APPROXIMATELY 30 LF OF 6" CURB & GUTTER THIS LOCATION

EXISTING TOWER AND CABLES TO BE PROTECTED DURING CONSTRUCTION

3

10

EXISTING ELECTRICAL TO BE RELOCATED, SEE ELECTRICAL FOR DETAILS

2

2

2

1. THE SCOPE OF THE DEMOLITION WORK INCLUDES THE FOLLOWING (UNLESS SPECIFICALLY INDICATED OTHERWISE):

2. EXISTING CEILINGS AND SUPPORT SYSTEMS ARE TO BE REMOVED UNLESS NOTED OTHERWISE BY THE ARCHITECT.

3. EXISTING FINISHED FLOORING TO BE REMOVED. SUBFLOORING, TO INCLUDE BUT NOT LIMITED TO FLOOR JOIST SYSTEM, IS TO BE INSPECTED FOR MOLD AND/OR WATER DAMAGE. ANY MOLD TO BE REMEDIATED AND DAMAGED BUILDING COMPONENTS ARE TO BE REPLACED WITH NEW LIKE MATERIALS. CONTACT ARCHITECT/ ENGINEER FOR EXCESSIVE DAMAGE PRIOR TO DEMOLITION.

4. ALL WALLS THAT ARE SCHEDULED TO BE REMOVED SHALL INCLUDE THE REMOVAL OF ALL GAS PIPING, ELECTRICAL AND PLUMBING WORK CONCEALED WITHIN THOSE WALLS.

5. ALL ABANDONED, NONESSENTIAL OR OTHERWISE NOT SPECIFICALLY SHOWN TO BE REUSED, MECHANICAL, PLUMBING OR ELECTRICAL UTILITIES THAT ARE EXPOSED AFTER CEILING OR WALL REMOVAL, ARE TO BE REMOVED AND CAPPED AT POINT OF ORIGIN. CONSULT ARCHITECT IF QUESTIONS ARISE AS TO WHETHER A SERVICE IS TO BE ABANDONED OR IS TO REMAIN.

6. ALL OTHER COMPONENTS OF THE EXISTING CONSTRUCTION, NOT ESSENTIAL TO REMAIN, THAT WOULD INTERFERE WITH THE INSTALLATION OF NEW WORK OR INTERFERE WITH THE INSTALLATION OF NEW FLUSH, UNBROKEN PLUMB AND LEVEL WALL, CEILING, AND FLOOR SURFACES, SHALL BE REMOVED.

7. ALL EXISTING UTILITY SERVICE LINES IN RENOVATED AREAS SHALL CONNECT TO NEW SERVICE LINES OR BE REMOVED AND CAPPED OFF AS REQUIRED. REMOVE AND CAP OFF ALL ABANDONED UTILITIES BEHIND FINISH WALL SURFACES OR BELOW FLOOR SLABS WHICH ARE EXPOSED DURING THE WORK.

8. ALL EXPOSED MATERIALS INCLUDED, BUT NOT LIMITED TO, CONCRETE, MASONRY, AND TILE WILL BE CUT IN STRAIGHT LINES PLUMB OR LEVEL USING CONCRETE SAWS, SCORING KNIVES OR OTHER APPROPRIATE TOOLS AS REQUIRED TO GIVE SMOOTH CLEAN EDGES. IRREGULARITIES IN EXPOSED SURFACES OR SURFACES TO BE REFINISHED SHALL BE GROUND SMOOTH OR FILLED FLUSH.

9. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE REGULAR DAILY REMOVAL OF ALL WASTE MATERIAL FROM THE PROJECT SITE AND BE RESPONSIBLE FOR KEEPING ALL AREAS CLEAN.

10. SALVAGE: THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL MATERIAL AND ITEMS TO BE REMOVED. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER WHEN DEMOLITION IS ABOUT TO BEGIN AND CONDUCT A SURVEY WITH THE OWNER TO IDENTIFY THOSE ITEMS TO BE SALVAGED. ITEMS IDENTIFIED BY THE OWNER TO BE SALVAGED AND TURNED OVER TO THE OWNER ARE TO BE REMOVED BY THE GENERAL CONTRACTOR AND DELIVERED TO A MUTUALLY AGREED LOCATION.

11. EXISTING WALLS THAT TIE INTO EXTERIOR WALLS SHALL BE REMOVED FLUSH WITH THE EXTERIOR WALL. EXTERIOR WALLS SHALL NOT BE DAMAGED DURING DEMOLITION ACTIVITIES. THE EXISTING INTERIOR SHEETROCK ON EXTERIOR WALLS TO REMAIN TO HOLD BUILDING INSULATION IN PLACE.

12. EXTERIOR DOORS AND WINDOWS THAT ARE TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION ACTIVITIES.

13. ALL EXISTING MECHANICAL UNITS, DUCTWORK, GRILLES AND DIFFUSERS TO BE REMOVED ENTIRELY. OWNER RETAINS SALVAGE RIGHTS TO HVAC EQUIPMENT UNLESS NOTED OTHERWISE.

14. ALL ELECTRICAL SERVICE PANELS, BRANCHWIRING, RECEPTACLES AND LIGHT FIXTURES TO BE REMOVED ENTIRELY.

GENERAL DEMOLITION NOTES

WALLS TO BE DEMOLISHED

WALLS TO REMAIN

DEMOLITION NOTES

197 SF

OFFICE201

198 SF

OFFICE202

123 SF

OFFICE204

128 SF

OFFICE203

149 SF

OFFICE206

141 SF

OFFICE207

855 SF

FUTURE OFFICE208

146 SF

STAIRS200

251 SF

CORRIDOR205

1 1 1 1

6

6

6

6

6

6

6

7

7

7

7

7

7

7

1 1

9

1

2

3

REMOVE AND DISPOSE EXISTING WINDOW. REPAIR WALL AS REQUIRED. SEE DETAIL 5/A-401.

REMOVE AND DISPOSE EXISTING PLUMBING FIXTURES. REPAIR WALL/FLOOR AS REQ'D. SEE MECHANICAL DRAWINGS

REMOVE AND DISPOSE EXISTING DOOR AND FRAMING. REPAIR WALL/FLOOR AS REQUIRED.

REMOVE EXISTING WALL COVERINGS. INSPECT FOR MOLD AND/OR DETERIATION. REMEDIATE ALL MOLD AND REPLACE DAMAGED BUILDING COMPONENTS WITH NEW MATERIALS. SEE PROPOSED PLAN FOR NEW MATERIALS.

REMOVE CELL WALLS. CONSULT WITH OWNER ON SALVAGE OR DISPOSAL OF MATERIALS.

REMOVE AND DISPOSE EXISTING FINISH FLOORING. ENSURE SUBFLOOR/SLAB IS LEVELED AND READY TO RECEIVE NEW FLOORING.

REMOVE AND DISPOSE EXISTING CEILING AND SUPPORT SYSTEM.

REMOVE DOWNSPOUTS.

REMOVE FLOOR AS REQUIRED FOR NEW MECHANICAL.

REMOVE STEEL STAIRS

REMOVE EXISTING GAS LINE.

EXISTING AWNING TO BE REPLACED WITH SAME SIZE AWNING- UTILIZED EXISTING AWNING FRAMING.

ALL INTERIOR WALLS ON FIRST FLOOR TO BE STRIPPED TO STUDS TO ALLOW FORNEW ELECTRICAL WORK. ONCE COMPLETE REPLACE WITH 5/8" GYP. BOARD ON ALL EXPOSED SURFACES

4

5

6

7

8

9

10

DEMOLITION KEYNOTES

11

12

13

SCUPPER

SCUPPER

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

REMOVE EXISTING CAP FLASHING AROUND PERIMETER

REMOVE EXISTING ROOF MEMBRANE

REPAIR DAMAGED ROOF STRUCTURE AND SHEATHING THIS AREA. (ALLOWANCE #2 FOR $10,000)

BO

RD

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: JLA

-24X

36.R

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017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




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hn

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r &

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. T

he

un

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ng

or

oth

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ise

use

of

this

do

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t is

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ictly

pro

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ite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

n m

ay

be

su

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leg

al a

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n.

AS NOTED

9/1

7/2

018 1

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:\R

EV

IT -

Loca

l P

roje

cts

\360

61

70

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mire T

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06

.17

04_

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h_L

ocal_

CW

alk

er.

rvt

D

CTH/JPT

WLD

12/11/17

3606.1704

A-002

DEMOLITION PLAN

TO

WN

HA

LL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

NE

WB

ER

RY

CO

UN

TY

210 M

AIN

ST

RE

ET

, W

HIT

MIR

E, S

C 2

9178

NE

WB

ER

RY

, S

OU

TH

CA

RO

LIN

A

SCALE: 1/8" = 1'-0"A-002

1 DEMOLITION PLAN- LEVEL 1

SCALE: 1/8" = 1'-0"A-002

2 DEMOLITION PLAN- LEVEL 2

SCALE: 1/8" = 1'-0"

24 FT.1684210

RE

VD

AT

EB

YD

ES

CR

IPT

ION

A0

2/2

6/1

8W

LD

FIN

AL O

WN

ER

RE

VIE

W

B0

4/0

9/1

8W

LD

PR

OG

RE

SS

SE

T

C0

8/2

0/1

8W

LD

PR

OG

RE

SS

SE

T

D0

9/0

7/1

8W

LD

95

% O

WN

ER

RE

VIE

W

SCALE: 1/8" = 1'-0"A-002

3 DEMOLITION ROOF PLAN

UP

UP

UP

74 SF

WOMEN104

47 SF

MEN103

235 SF

TOWN HALL

CLERK111

160 SF

CPW CLERK110

56 SF

VAULT109

384 SF

POLICE101

106B

104

103

168 SF

ENTRY100

54 SF

CORRIDOR105

37 SF

CORR.102

ST

EP

198 SF

STORAGE108

174 SF

CORRIDOR106

ST

EP

52 SF

ELEC.113

111B

21 SF

JAN.114

88 SF

VESTIBULE112

75 SF

EVIDENCE107

A-1032

A-801

1

A-801

2

A-801

5

FIRE/TORNADO WHISTLE

4

3

3

102

108

117

113

10 2

2

2114

10

109

110

2

2

2

2

2

115

28 SF

STORAGE115

3FORM 200.01 SIMPLE SPEC SIDE SUPPORTED PARTITION OR APPROVED EQUAL, TYP. 2 PLCS

1

100

11 1222

2

2

3

3

3

2

NOTE: ALL EXPOSED WALLS AFTER DEMOLITION TO RECEIVE 5/8" IMPACT-RESISTANT GYPSUM WALL BOARD.

111A

SLO

PE

1/4

"/ 1

'-0"

6" CONCRETE SLAB w/ 1.5#/C.Y. OF POLYPROPYLENE FIBERS

2

A-701

3

A-701

A-1034

A-8017

78 SF

INTERVIEW116

110 SF

PROPERTY117

21 SF

HIGH SECURITY

EVIDENCE118

7

7

9

89

3

3

3

9

10

101

116

101B

107

118

MECHANICAL CHASE

FILL-IN EXISTING OPENING

FILL-IN EXISTING OPENING

105

1

A-601

2

A-601

197 SF

OFFICE201

198 SF

OFFICE202

123 SF

OFFICE204

128 SF

OFFICE203

149 SF

OFFICE206

141 SF

OFFICE207

855 SF

FUTURE OFFICE208

90 90 19 20

201

205

202

204

207206

203

208

146 SF

STAIRS200

251 SF

CORRIDOR205

80 80

1

1

BO

RD

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: JLA

-24X

36.R

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. 02/1

5/2

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LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

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is d

ocu

men

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the

pro

pert

y o

f Jo

hn

so

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r &

Asso

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P.C

. T

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r o

the

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of

this

do

cum

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ictly p

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ibite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

n m

ay b

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al a

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AS NOTED

9/1

7/2

018 1

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12/11/17

3606.1704

A-100

PROPOSED FLOOR

PLANS

TO

WN

HA

LL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

NE

WB

ER

RY

CO

UN

TY

210 M

AIN

ST

RE

ET

, W

HIT

MIR

E, S

C 2

9178

NE

WB

ER

RY

, S

OU

TH

CA

RO

LIN

A

SCALE: 1/4" = 1'-0"A-100


2 SECOND FLOOR

SCALE: 1/4" = 1'-0"

12 FT.8421.50

RE

VD

AT

EB

YD

ES

CR

IPT

ION

00

9/1

4/1

8W

LD

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

UP

UP

UP

7'-8

"7

'-11

"1

4'-2

"

3'-0" 6"

6"

3'-0

"

1'-6"

16

'-1

0"

5'-2

"1

'-6

"3

4'-6

1/2

"

4'-5

1/2

"6

'-5

"

8"

15'-5" 8'-3" 15'-10"

9"

9'-1" 5'-8 1/2" 10'-6 1/2" 14'-2"

11

'-1

1/2

"

74 SF

WOMEN104

47 SF

MEN103

235 SF

TOWN HALL

CLERK111

160 SF

CPW CLERK110

56 SF

VAULT109

384 SF

POLICE101

106B

168 SF

ENTRY100

54 SF

CORRIDOR105

37 SF

CORR.102

RA

MP

UP

STEP

STEP

198 SF

STORAGE108

174 SF

CORRIDOR106

16'-3 1/2" 10'-6 1/2" 15'-8"

52 SF

ELEC.113

21 SF

JAN.114

75 SF

EVIDENCE107

88 SF

VESTIBULE112

3'-0

"

3'-0

"

4" 3'-0"

5'-5

"1

3'-0

"

8'-2

"

6" 3'-4"

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

7'-9 1/4"

7'-1

5/8

"

6'-10

1/2

"7

'-11

1/2

"2

1'-2

1/2

"

1'-4 1/2"

2'-6

"

4'-6"

INTERIOR FACE OF STUD TO ALIGN w/ CORNER OF EXISTING WALL

8'-0

"

7'-6"

15

'-3

"

21 SF

HIGH SECURITY

EVIDENCE118

110 SF

PROPERTY117

HALF WALL w/ SOLID SURFACE CAP, SEE DETAIL 3/A-601

13

'-1

1 1

/2"

12'-0"13'-6 1/2" 12'-11 1/2"

2'-10"

9'-10"

6"5'-0"

197 SF

OFFICE201

198 SF

OFFICE202

123 SF

OFFICE204

128 SF

OFFICE203

149 SF

OFFICE206

20

'-1

1"

141 SF

OFFICE207

855 SF

FUTURE OFFICE208

4'-10

"4

'-0

"

146 SF

STAIRS200

251 SF

CORRIDOR205

23

'-6

"1

1'-8

"9

'-11

"1

4'-5

1/2

"

42'-6"

14'-0 1/2" 12'-6" 14'-5 1/2"

14'-9 1/2" 10'-6 1/2" 15'-8"

2'-6

"

4'-6"

BO

RD

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: JLA

-24X

36.R

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R

EV

. 02/1

5/2

017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

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hn

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frin

ge

me

nt

the

reu

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9/1

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A-101

DIMENSIONED

FLOOR PLANS

TO

WN

HA

LL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

NE

WB

ER

RY

CO

UN

TY

210 M

AIN

ST

RE

ET

, W

HIT

MIR

E, S

C 2

9178

NE

WB

ER

RY

, S

OU

TH

CA

RO

LIN

A

SCALE: 1/4" = 1'-0"A-101

1 DIMENSION PLAN- LEVEL 1SCALE: 1/4" = 1'-0"A-101

2 DIMENSION PLAN- LEVEL 2

SCALE: 1/4" = 1'-0"

12 FT.8421.50

RE

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EB

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ISS

UE

D F

OR

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TR

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N

NOTE: ALL DIMENSIONS ARE ±, ANY DESCREPANCIES TO BE BROUGHT TO ATTENTION OF ARCHITECT.

1'-6"1'-6"

GB42

TT

GB36

SD

MG1

PT/W

PT/W

GB36

GB42

TT

7'-6"

3'-4

"

1'-6

"

FIELD VERIFY1'-1 1/4"

GB18V

GB18V

FIE

LD

VE

RIF

Y

5'-8

1/2

", F

IEL

D V

ER

IFY

5'-7" MIN.

MG1

5'-0" MIN.

SDU

SDU

ø 5' - 7"

ø 5' - 7"

TO

P

36

"

36"

TO

P

36

"

42"

TT

54

"

PTF1

3'-6

" A

LL O

TH

ER

S

40

" A

DA

MG2

4'-2

"

SD GB36 GB42

NOTE: ADA DIMENSION IS TO REFLECTIVE SURFACE NOT FRAME EDGE

MG1

39

"

GB18VWR

3'-0

"

1'-6

"

60" MIN.

4'-10

"1

'-0

"

MIN

1'-6

"

TOILET PARTITION WHERE OCCURS

3'-6" 1'-0"6" 3'-0"

1'-6"

1 1

/2"

MIN

.

2'-10

"

1'-3"

MA

X.

MIN.

WATER CLOSET SIDE WALL

1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL

WATER CLOSET BACK WALL

H.C

.

TOILET PAPER MOUNTING AREA

LAVATORY OR VANITY SINK

2'-3

"

MIN

.

OFFSET WASTE

ACCESSIBLE SINK BOWL 6 1/2" DEEP

5'-0" MIN.

9"

6"

TOE SPACE

9"

6"

COUNTER WHERE OCCURS

17

"-1

9"

1' -

5"

ST

D.

39" - 41"

1'-6

"3

9"

- 4

1"

39

" -

41

"1

'-6

"

(TO

P O

F B

AR

)

3'-0

"

17

"-1

9"

1' -

5"

ST

D.

H.C

.

PROVIDE INSULATION/ PROTECTION, SEE PLUMBING DWGS

PROVIDE INSULATION/ PROTECTIONSEE PLUMBING DWGS

24" MIN

48" MAX

KEY ACCESSORY DESCRIPTIONBOBRICK NO. /

ASI NO. * MOUNTING HEIGHT

SURFACE-MOUNTED JUMBO ROLL TISSUE DISPENSER

ASI 0042 BOTTOM OF UNIT - 1'-6"

SURFACE-MOUNTED SANITARYNAPKIN DISPOSAL

ASI 0852 TOP OF UNIT - 2'-5"

GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME

ASI 0600-2436 BOTTOM OF UNIT - 3'-4"

1 1/2" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE

B-6806 x 36 TOP OF UNIT - 3'-0"

SURFACE-MOUNTED SOAP DISPENSER ASI-0351 BOTTOM OF UNIT - 3'-6"


B-6806 x 42 TOP OF UNIT - 3'-0"

TT

SDU

MG1

SD

GB36

GB42

UTILITY SHELF WITH MOP / BROOM HOLDERS AND RAG HOOKS

B-224MOP TOP OF UNIT - 5'-0"

ACCESSORY SCHEDULE

* CONTRACTOR TO PROVIDE BOBRICK, OR ASI ACCESSORY AS NOTED OR APPROVED EQUAL


B-6806 x 18 CENTER OF UNIT - 3'-3"GB18

NOTE: ALL ACCESSORIES TO HAVE MAX PROJECTION OF 4"

SEMI-RECESSED PAPER TOWELDISPENSER & WASTE RECEPTACLE

ASI 0467-2 TOP OF WASTE - 3'-0"PT/W

MOP

BO

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: JLA

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36.R

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. 02/1

5/2

017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

NT

:

PR

OJE

CT

NA

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:

PR

OJE

CT

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SHEET TITLE:

2 3 4

C

B

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1

21 3 4

Th

is d

ocu

men

t is

the

pro

pert

y o

f Jo

hn

so

n, L

asch

obe

r &

Asso

cia

tes,

P.C

. T

he

un

auth

ori

ze

d r

ep

rod

uctio

n, co

pyin

g o

r o

the

rwis

e u

se

of

this

do

cum

en

t is

str

ictly p

roh

ibite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

n m

ay b

e s

ub

ject to

leg

al a

ctio

n.

AS NOTED

9/1

7/2

018 1

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A-103

ENLARGED

RESTROOM FLOOR

PLANS

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SCALE: 1/2" = 1'-0"A-103

2 TOILET ROOMS- 103 & 104

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

TOILET ACCESSORIES- MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"A-103

1 MOUNTING HEIGHTS DETAILS

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

6 FT.4210

SCALE: 1/2" = 1'-0"A-103

4 JAN. - 114

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UP

UP

74 SF

WOMEN104

47 SF

MEN103

235 SF

TOWN HALL

CLERK111

160 SF

CPW CLERK110

56 SF

VAULT109

384 SF

POLICE101

168 SF

ENTRY100

54 SF

CORRIDOR10537 SF

CORR.102

ST

EP

198 SF

STORAGE108

174 SF

CORRIDOR106

ST

EP

52 SF

ELEC.113

21 SF

JAN.114

88 SF

VESTIBULE112

75 SF

EVIDENCE107

FIRE/TORNADO WHISTLE

28 SF

STORAGE115

CHIEF

78 SF

INTERVIEW116

HALF WALL

110 SF

PROPERTY117

21 SF

HIGH SECURITY

EVIDENCE118

FURNITURE BY OWNER

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LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




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of

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do

cum

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str

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d a

nd a

ny in

frin

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the

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AS NOTED

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A-104

PROPOSED

FURNITURE PLAN -

FIRST FLOOR

TO

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HA

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A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0" A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

3

A-201

A.F.F.9' - 0"

A.F.F.8' - 0"

A.F.F.11' - 0"

SLOPED

4

OPEN TO STRUCTURE ABOVE

OPEN TO STRUCTURE ABOVE

3'-7 3/8" 7'-7" 3'-6 3/4"

2'-3

"4

'-0

"3

'-9

3/4

"4

'-4

"2

'-5

1/4

"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.7' - 2"

A.F.F.10' - 0"

2'-3

1/2

"2

'-9

5/8

"2

'-4

"2

'-6

"2

'-8

5/8

"2

'-5

1/2

"

EQ EQ

A.F.F.9' - 0"A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

1 LAYER 5/8" GYPSUMWALLBOARD EACH SIDE

3 5/8" MTL. STUDS 16" O.C.

4 7/8"

1 LAYER 5/8" GYPSUMWALLBOARD TO CAP BOTTOM OF WALL

SE

E R

CP

PL

AN

VA

RIE

S

FINISH FLOOR- SEE SCHEDULE

SOUND INSULATION

4"

3FORM PARTITION

CEILING LEGEND

ACOUSTICAL CEILING TILE

2X2 LAY-IN CEILING PANELWITH SUSPENDED GRID

RECESSED LIGHT FIXTUREWOOD CEILING- PAINTED

TONGUE & GROOVE PLYWOOD PAINTED

LAY- IN FIXTURE

1 X 4 LIGHT FIXTURE

LAY-IN FIXTURE

2 X 4 LIGHT FIXTURE

SUSPENDED FIXTURE

WALL MOUNTED FIXTURE

METAL PANEL SOFFIT

MECH DIFFUSER / RETURN

GRILLE

SEE MECH DWGS.

HIGH BAY FLORESCENT

EMERGENCY FIXTURE

EXIT LIGHT

CEILING CAP/ SOUND BARRIER

INSULATION PLATE

ABOVE CEILING (2'-0" FROM PERIMETER WALLS)

HVAC RETURN

SEE HVAC DWGS.HVAC DIFFUSER

SEE HVAC DWGS.

NOTES:

1. SEE ALL ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED ITEMS .2. SEE ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE.

HARD CEILING- PAINTED

(GYP) GYPSUM BOARD PAINTED

BO

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DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




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rwis

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of

this

do

cum

en

t is

str

ictly p

roh

ibite

d a

nd a

ny in

frin

ge

me

nt

the

reu

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ay b

e s

ub

ject to

leg

al a

ctio

n.

AS NOTED

9/1

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A-201

REFLECTED

CEILING PLAN

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2 SECOND FLOOR

SCALE: 1 1/2" = 1'-0"A-201

3 BULKHEAD DETAIL

SCALE: 1/4" = 1'-0"

12 FT.8421.50

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PIP

E

℄

SCUPPER

SCUPPER

CONDUCTOR HEAD AND DOWNSPOUT,PROFILE TO BE APPROVED BY OWNER (COLOR TO MATCH COPING)

CONDUCTOR HEAD AND DOWNSPOUT,PROFILE TO BE APPROVED BY OWNER(COLOR TO MATCH COPING)

SLOPE

TO MATCH EXISTING

SLOPE

TO MATCH EXISTING

SLOPE

SLOPE

SLOPE

CARLISLE TPO 60-MIL SINGLE PLY ROOF ON 1.5" TAPERED INSULATION. APPLIED AS A GLUE DOWN ASSEMBLY. INSTALL PER MANUFACTURER RECOMMENDATIONS.

2

A-301

2

A-301

1/4" / 12"

1/4" / 12"

1/4" / 12"MEMBRANE TO COVER

PARAPET WALL AND TURN UP AND OVER TOP OF WALL. WALL TO RECEIVE NEW METAL COPING.

MEMBRANE TO COVER PARAPET WALL AND TURN UP AND OVER TOP OF WALL. WALL TO RECEIVE NEW METAL COPING.

XX

XX

XX

XX

CARLISLE FASTENER & SEAM FASTENING PLATE, MAX. 12" (305mm) O.C.

HOT AIR-WELD, 1-1/2" (38mm) MIN. BEYOND FASTENING PLATES

THERMOPLASTIC PRE-MOLDED PIPE FLASHING

WATER CUT-OFF MASTICSTAINLESS STEELCLAMPING RINGINCLUDED

4 5

3

6

3/4" (19mm) TO

NOTES:

1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING PRE-MOLDED PIPE FLASHING.

2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 140°F (60°C) WHEN USING PVC AND 160°F (71°C) WHEN USING TPO FLASHING.

3. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER.

4. INSTALL A MINIMUM OF 4 FASTENERS AND PLATES AROUND THE PIPE, EQUALLY SPACED. IF FASTENERS AND PLATES CANNOT BE INSTALLED AS SHOWN, THEY MAY ALSO BE POSITIONED OUTSIDE THE PIPE MAXIMUM 12" (305mm) O.C. AND FLASHED WITH THERMOPLASTIC REINFORCED MEMBRANE/CUT-EDGE SEALANT. REFER TO DETAIL U-8B.

5. FASTENERS AND PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (457mm).

6. ON MECHANICALLY FASTENED SYSTEMS, HP-X FASTENERS AND PIRANHA PLATES OR HP-XTRA FASTENERS AND PIRANHA XTRA PLATES ARE REQUIRED OVER STEEL AND WOOD DECKS. ON CONCRETE DECKS, CD-10 OR HD 14-10 FASTENERS ARE USED WITH PIRANHA PLATES.

8" (203mm)

HOT AIR WELD,1-1/2" (38mm) MIN.

THERMOPLASTICT-JOINT COVER

A

A

CUT-EDGESEALANT

2

2-1/4" 57A

mmDIMENSIONS

MIN.

1

1MEMBRANE

2MEMBRANE

3

MEMBRANE

NOTES:

1. WHEN USING 60 OR 80-MIL MEMBRANE, APPLY A 4-1/2" (114mm) DIAMETER "T-JOINT" COVER AT ALL FIELD SPLICE INTERSECTIONS.

2. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE AND RECOMMENDED ON CUT EDGES OF SURE-FLEX PVC MEMBRANE.

16 GAUGE GALVANIZED CHANNEL FILLED WITH 3/8" THICKNESS OF WATER CUT-OFF MASTIC IN WARM SIDE CORNER, PRIOR TO SETTING ON PANEL (BY OTHERS). FASTEN WITH #8X3/4" TRUSS HEAD TEK SCREWS SPACED 12" O.C. (BOTH SIDES). "FASTEN EXTERIOR SIDE OF CAP FIRST SO CAP IS TIGHT TO EXTERIOR OF PANEL

OPTION A: TROWEL-GRADE POLYURETHANE SEALANT IN PANEL LOWS OR OPTION B: WATER CUT-OFF MASTIC

APPLY HEAVY BEAD OF WATER CUT-OFF MASTIC UNDER EDGE OF MEMBRANE; FASTEN EDGE TO CAP WITH #8X3/4" TRUSS HEAD TEK SCREWS SPACED 6" O.C.

TWO-PIECE 22 GAUGE STAINLESS STEEL SHEET METAL SCUPPER BOX, AIR & WATER-TIGHT WELDED CONNECTION, SIZED TO FIT THE HOLE AND SEAL WITH WATER CUT OFF MASTIC. (BY OTHERS)

SHEET METAL GUTTER & HANGERS (BY OTHERS)

DOWNSPOUT (BY OTHERS)

APPLY HEAVY BEAD OF WATER CUT-OFF MASTIC UNDER EDGE OF MEMBRANE; FASTEN EDGE TO CAP WITH #8X3/4" TRUSS HEAD TEK SCREWS SPACED 6" O.C.

NOTES:1. ALL GUTTERS, DOWN SPOUTS AND THEIR ACCESSORIES SHALL BE INSTALLED BY OTHERS

16 GAUGE GALVANIZED CHANNEL FILLED WITH 3/8" THICKNESS OF WATER CUT-OFF MASTIC IN WARM SIDE CORNER, PRIOR TO SETTING ON PANEL (BY OTHERS). FASTEN WITH #8X3/4" TRUSS HEAD TEK SCREWS MIN. (2) FASTENERS (EACH SIDE). "FASTEN EXTERIOR SIDE OF CAP FIRST SO CAP IS TIGHT TO EXTERIOR OF PANEL

FOAM-IN-PLACE INSULATION

CARLISLE ROOF INSULATION

ROOF DECK

SECURTAPE

CARLISLE ROOF MEMBRANE

INSTALL 9" WIDE PRESSURE-SENSITIVE ELASTOFORM FLASHING & HP-250 PRIMER

LAP SEALANT

BONDING ADHESIVE

SECUREDGE COPING SYSTEM, FINISH BY OWNER

GALVANIZED COPING STEEL COPING CLEAT SPACED @ 5'-0" O.C.

FOAM-IN-PLACE INSULATION

SURE-SEAL WATER CUT-OFF MASTIC

EXISTING MASONRY WALL

BO

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DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

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Asso

cia

tes,

P.C

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un

auth

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of

this

do

cum

en

t is

str

ictly p

roh

ibite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

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ay b

e s

ub

ject to

leg

al a

ctio

n.

AS NOTED

9/1

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ROOF PLAN

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SCALE: 1/4" = 1'-0"A-301

1 ROOF PLAN

SCALE: 1/4" = 1'-0"

12 FT.8421.50

SCALE: 3" = 1'-0"A-301

3 CARLILSE PIPE PENETRATIONSCALE: 3" = 1'-0"A-301

4 CARLISLE SPLICE DETAIL

SCALE: 1 1/2" = 1'-0"A-301

2 CARLISLE SCUPPER DETAIL

NOTE:DESIGN INTENDED FOR CARLISLE SYNTEC SYSTEMS2687 PEACHTREE SQUARE DORAVILLE, GA 30360www.carlislesyntec.com PHONE: 678-547-1084

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LEVEL 1

0' - 0"

ROOF PLAN

28' - 6"

LEVEL 2

12' - 7"

NEW AWNING-UTILIZE EXISTING FRAME

LEVEL 1

0' - 0"

ROOF PLAN

28' - 6"

LEVEL 2

12' - 7"

NEW AWNING

NEW SCUPPER BOX AND DOWNSPOUT

NEW SCUPPER BOX AND DOWNSPOUT

PATCH STUCCO BEHIND DOWNSPOUTS BEFORE INSTALLING NEW DOWNSPOUTS, TYP.

LEVEL 1

0' - 0"

ROOF PLAN

28' - 6"

LEVEL 2

12' - 7"

6" CONCRETE

4"POROUS FILL

VAPOR BARRIER

COMPACTED SUBGRADE

STUCCO TO MATCH EXISTING

NOTE:ALL EXISTING FEATURE STUCCO BANDS TO CARRY THRU TO NORTH ELEVATION. CONTRACTOR TO MATCH ELEVATION AND THICKNESS.

FILL IN WINDOW WITH BRICK PRIOR TO APPLYING NEW STUCCO

LEVEL 1

0' - 0"

ROOF PLAN

28' - 6"

LEVEL 2

12' - 7"

PATH EXISTING STUCCO WHERE GAS PIPE IS REMOVED

NEW AWNING

REMOVE SPRAY FOAM INSULATION AROUND CABLE PENTRATIONS THRU WALL- CLEAN UP AND RESEAL WALL WITH NEW EXPANDING FOAM

Sto Primer

Sto Finish

Sto Mesh

Sto Base Coat

StoGuard® Air

and Moisture Barrier

Light Gauge Steel

Sheathing

StoGuard® Air and Moisture

Barrier Rough Opening Protection

XPS Insulation Board (See note 2) Pre-Wrapped at Jamb

Sill Receptor w/Weep Holes

Spray Polyurethane Foam Insulation

Jamb Receptor

Sill Extender w/ ContinuousBead of Sealant @ Bottom

Window Assembly

Angle (As Needed for Attachment

of Sill Receptor and Support)

StoGuard® Air andMoisture Barrier Rough

Blocking

Air Seal, Backer Rod & Sealant

(Air Seal Entire Perimeter)

Backer Rod Sealant (Entire Perimeter)

Sto TurboStickTM Adhesive

XPS Insulation Board (See note 2), Pre-Wrapped around Rough Opening

StoGuard® Air and

Moisture Barrier

Light Gauge Steel Stud FramingSto Primer

Sto Finish

Sheathing

Sto Mesh(with Sto Mesh Embedded)Sto Base Coat

StoGuard® Transition Membrane

Embedded in StoGuard® Air and

Moisture Barrier

StoGuard® Air andMoisture Barrier DetailComponent

Flashing

Backer Rod & Sealant w/Weep Holes

Sto TurboStickTMAdhesive

XPS InsulationBoard

Ab

ove G

rad

e, M

in.

Te

rmin

ate

Asse

mb

ly 6

"

BO

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: JLA

-24X

36.R

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. 02/1

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017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

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the

pro

pert

y o

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hn

so

n, L

asch

obe

r &

Asso

cia

tes,

P.C

. T

he

un

auth

ori

zed

re

pro

du

ctio

n, co

pyi

ng

or

oth

erw

ise

use

of

this

do

cum

en

t is

str

ictly

pro

hib

ite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

n m

ay

be

su

bje

ct to

leg

al a

ctio

n.

AS NOTED

9/1

7/2

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A-401

EXTERIOR

ELEVATIONS

TO

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SCALE: 1/8" = 1'-0"A-401

1 SOUTH

SCALE: 1/8" = 1'-0"A-401

2 EASTSCALE: 1/8" = 1'-0"A-401

3 NORTH

SCALE: 1/8" = 1'-0"A-401

4 WEST

SCALE: 1/8" = 1'-0"

24 FT.1684210

SCALE: 12" = 1'-0"A-401

5 EIFS WINDOW FLASHINGSCALE: 12" = 1'-0"A-401

6 EIFS TERMINATION @ GRADE

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NOTE:REPAINT ENTIRE EXERIOR OF BUILDING- 2 COATS MINIMUM. COLORS TO MATCH EXISTING.

1FIRE RATING UL TEST NO. STC RATING - N/A

N/A N/A N/A

1 LAYER 5/8" GYPSUMWALLBOARD

3 1/2" WOOD STUDS 16" O.C.

BASE AS SCHEDULED

FLOOR SYSTEM

CEILING AS SCHEDULED

BRACE TO STRUCTURE

MIN

.

4"

4 1/4"

1 LAYER 5/8" IMPACT-RESISTANT GYPSUM WALLBOARD EACH SIDE


BASE AS SCHEDULED

FLOOR SYSTEM


BRACE TO STRUCTURE

2FIRE RATING UL TEST NO. STC RATING -

N/A N/A N/A

N/A

BATT INSULATION WHERE REQUIRED FOR SOUND

MIN

.

4"

4 7/8"


N/A N/A N/A

MINERAL WOOL (WHERE REQ.) FIT TIGHT TO FLUTES & FLUSH WITH WALLBACKER ROD & SEALANT

1 LAYER 5/8" GYPSUMWALLBOARD EACH SIDE

DEFLECTION TRACK

WOOD STUDS 16" O.C.

STRUCTURE

BASE AS SCHEDULED

FLOOR SYSTEM



EXISTING

MATCH

1 LAYER 5/8" GYPSUM WALLBOARD EACH SIDE

WOOD STUDS 16" O.C.

BASE- SEE FINISH SCHEDULE

FINISH FLOOR- SEE SCHEDULE


MIN

.

6"


SOUND INSULATION UP TO 2'-0" FROM WALL- WHERE REQUIRED

BRACE TO STRUCTURE

EXISTING

MATCH


N/A N/A N/A 5FIRE RATING UL TEST NO. STC RATING - N/A

N/A N/A N/A

MINERAL WOOL (WHERE REQ.) FIT TIGHT TO FLUTES & FLUSH WITH WALL

BACKER ROD & SEALANT

1 LAYER 5/8" DENSARMOR PLUS® EACH SIDE

DEFLECTION TRACK

WOOD STUDS 8" O.C.

STRUCTURE

BASE AS SCHEDULED

FLOOR SYSTEM



EXISTING

MATCH


BACKER ROD & SEALANT

1 LAYER GYPSUM WALL BOARD EACH SIDE, SEE WALL TYPES

DEFLECTION TRACK

WOOD STUDS, SEE WALL TYPES

2ND FLOOR STRUCTURE

EXPANSION ANCHOR


SILL PLATE, TO MATCH WALL TYPE

EXISTING WALL

1 LAYER 5/8" IMPACT-RESISTANT GYPSUM WALLBOARD EACH SIDE

3 1/2" WOOD STUDS 16" O.C. MAX(ADD STUDS TO AS NEEDED)

BASE AS SCHEDULED

CONCRETE


BRACE TO STRUCTURE


N/A N/A N/A

N/A

BATT INSULATION

MIN

.

4"

GYPSUM WALLBOARD APPLIED TO CONCRETE w/ CONSTRUCTION ADHESIVE

1 LAYER 5/8" GYPSUM WALLBOARD EACH SIDE


BASE AS SCHEDULED

FLOOR SYSTEM

7

1" THICK SOLID SURFACE CAP w/ 1" OVERHANG BOTH SIDES

4 7/8"

FIRE RATING UL TEST NO. STC RATING - N/A

N/A N/A N/A

42

" U

.N.O

.

1 LAYER 5/8" IMPACT-RESISTANT GYPSUM WALLBOARD


BASE AS SCHEDULED

FLOOR SYSTEM


BRACE TO STRUCTURE


N/A N/A N/A

N/A


MIN

.

4"

4 7/8"

2 LAYERS 5/8" IMPACT-RESISTANT GYPSUM WALLBOARD W/ GREEN GLUE NOISEPROOFING BETWEEN LAYERS


N/A N/A N/A

MINERAL WOOL (WHERE REQ.) FIT TIGHT TO FLUTES & FLUSH WITH WALLBACKER ROD & SEALANT

2 LAYERS 5/8" IMPACT-RESISTANT GYPSUM WALLBOARD W/ GREEN GLUE NOISEPROOFING BETWEEN LAYERS

DEFLECTION TRACK

WOOD STUDS 16" O.C.

STRUCTURE

BASE AS SCHEDULED

FLOOR SYSTEM



EXISTING

MATCH

1 LAYER 5/8" GYPSUM WALLBOARD


NEW 6" CMU WALL

L4x6x1/4 w/ LLV TO SUPPORT TOP OF MASONRY WALL. ATTACH w/ 1/4"Ø ANCHORS @ 32" O.C. TYP. FULL LENGTH OF WALL.

EXISTING WALL


1 HR N/A N/A

STRUCTURE

BASE AS SCHEDULED

FLOOR SYSTEM


6" CMU w/ #4 REBAR @ 16" O.C. FILL CELLS SOLID w/ GROUT.

BO

RD

ER

: JLA

-24X

36.R

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LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




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the

pro

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ictly

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ite

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AS NOTED

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3606.1704

A-601

WALL TYPES

TO

WN

HA

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PO

LIC

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CIT

Y O

F W

HIT

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NE

WB

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HIT

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9178

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SCALE: 1 1/2" = 1'-0"A-601

1 SECTION

RE

VD

AT

EB

YD

ES

CR

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ION

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SCALE: 1 1/2" = 1'-0"A-601

2 SECTION

321

NOTE: ALL TYPES TO HAVE FINELIGHT GRILLES BETWEEN THE GLASS w/ A COLONIAL PATTERN.

4

NO GRILLE

TYPE F TYPE N TYPE HG

SEE SCHEDULE

SE

E S

CH

ED

UL

E

SEE SCHEDULE

5" 6"

SE

E S

CH

ED

UL

E

2'-0

"6

"

SEE SCHEDULE

EQ 2'-0" EQ

SE

E S

CH

ED

UL

E

2'-8

"6

"

SEE SCHEDULE

EQ 2'-0" EQ

SE

E S

CH

ED

UL

E

10

"6

"

TYPE ODTYPE FG

TEMPERED GLASS

TEMPERED GLASS

TEMPERED GLASS

FLUSH DOOR FLUSH DOOR WITH NARROW LIGHT

NL - NARROW LIGHT W/ LOUVER

ALUMINUM STOREFRONT

WITH FULL GLASS

FLUSH DOOR WITH HALF LIGHT

OVERHEAD ROLLING DOOR

LOUVER-SEE SCHEDULE

LOUVER-SEE SCHEDULE

SE

E S

CH

ED

UL

E

SEE SCHEDULE

DOOR LEGEND:

EXIST/EX. = EXISTING

FS = FLUSH STEEL

ALUM = ALUMINUM

HM = HOLLOW METAL

ST = STEEL

FF = FACTORY FINISH/ STANDARD COLORS

PT = PAINT

WD = SOLID CORE WOOD

CO = CASED OPENING

RB: RUBBER / VINYL BASERF: RUBBER FLOORRN: RUBBER NOSINGRT: RUBBER TILERSTR: RUBBER STAIR TREAD/RISERSC: SEALED CONCRETESPF: SPORTS FLOORINGSS: SOLID SURFACEST: STAINSTC: STAMPED CONCRETE

SV: SHEET VINYLTBD: TO BE DETERMINEDTR: TRANSITION STRIPWC: WALL COVERINGWDB: WOOD BASEWDF: WOOD FLOORINGWAF: WOOD ATHLETIC FLOORINGVCT: VINYL COMPOSITION TILEVP: VINYL PLANK FLOORINGVRB: VENTED RUBBER BASE

ACT: ACOUSTICAL CEILING TILECONC: CONCRETECPT: CARPET

CT: CERAMIC TILECTB: CERAMIC TILE BASECWT: CERAMIC WALL TILEEPX: EPOXY FLOORINGEPC: EPOXY COATINGEPP: EPOXY PAINTETR: EXISTING TO REMAINEXP: EXPOSED STRUCTUREFRP: FIBER REINFORCED PANELGB: GYPSUM BOARD, ALL GYP.

BD. TO RECEIVE KNOCKDOWN DRYWALL FINISH

GT: GROUTLVT: LUXURY VINYL TILEPT: PAINTPC: PAINTED CONCRETEPL: PLASTIC LAMINATE

FINISH LEGEND

NOTES

1. PRIME AND PAINT ALL EXPOSED STRUCTURE, FRAMING, BRACING, DUCT WORK, CONDUIT

2. ALL GYPSUM BOARD WALLS TO RECEIVE KNOCK DOWN FINISH TO MATCH EXISTING

3. ALL CONCRETE MASONRY WALLS TO RECEIVE EPOXY PAINT

4. SHOWER WALLS TO RECEIVE EPOXY WALL COATING

1

2

POLYPROPYLENE FIBERS. SEE PLAN

VAPOR BARRIER

4" POROUS FILL

COMPACTED SUBGRADE

1'-0

" M

IN.

8"

SE

E P

LA

N

1 1

/2"

CL

R.

1/4" PREMOLDED EXP. JOINT

EXISTING WALL

1

2

POLYPROPYLENE FIBERS. SEE PLAN

VAPOR BARRIER

4" POROUS FILL

COMPACTED SUBGRADE

1'-0

" M

IN.

8"

SE

E P

LA

N

1 1

/2"

CL

R.

4"

MIN

.

#57 STONE

COMPACTED SUBGRADE

1 1/2" 3"

1 1

/4"

1 1

/8"

1 1

/2"

1/4

"

1 5/16"

5/8

"

7/8" INSULATED GLASS (LOW E ARGON FILLED)

UN

OB

ST

RU

CT

ED

UN

IT D

IME

NS

ION

R.O

.

GLA

SS

2 3

/8"

1 1/4" 1 1/8"

1 1/2"

2 7

/8"

1 1

/4"

1/4"

1 5

/16"

5/8"


UNOBSTRUCTED

UNIT DIMENSION

R.O.

GLASS

2 3/8"

1 1

/4"

1 1

/8"

1 1

/2"

1 1/4" 2 7/8"1 5/16"

5/8

"

2 3

/8"

1/4

"


UN

OB

ST

RU

CT

ED

UN

IT D

IME

NS

ION

R.O

.

GLA

SS

INTERIOR FINISH SCHEDULE

PT-2 - WALL PAINT

MANUFACTURER: SHERWIN-WILLIAMS

SPEC: INTERIOR, SATIN FINISH

PT-5 - GYP CEILING PAINT

COLOR: TBD

CONTACT: RUSS HANSEN 980-207-9410

MFR: SHERWIN-WILLIAMS

SPEC: INTERIOR, FLAT FINISH

COLOR: TBD


PT-3 - WALL PAINT



COLOR: TBD


CPT-1 - CARPET TILE

MANUFACTURER: SHAW CONTRACT

SPEC: TBD

SIZE: TILE 24"x24"; INSTALL TBD

COLOR: TBD

CONTACT: JOE WALKER706-831-3938

RB-1 - RUBBER BASE

MANUFACTURER: ROPPE

SPEC: STD COVE BASE

COLOR: TBD

CONTACT: MICHELE MUSGROVE404-640-0241

TR-1 - TRANSITION STRIPS

MANUFACTURER: ROPPE

SPEC: RUBBER

COLOR: TBD

CONTACT: MICHELE MUSGROVE404-640-0241

PT-4 - TRIM PAINT


SPEC: INTERIOR, SEMI-GLOSS FINISH

COLOR: TBD


LVT-1 - LUXURY VINYL TILE

MANUFACTURER: SHAW CONTRACT

SPEC: TBD

SIZE: TBD

COLOR: TBD

CONTACT: JOE WALKER706-831-3938

SS-1 - SOLID SURFACE

MANUFACTURER: DUPONT

SPEC: CORIAN

SIZE: 2CM

COLOR: TBD

CONTACT: PAUL STEVENS678-662-0919

PL-1 - PLASTIC LAMINATE

MANUFACTURER: WILSONART

SPEC: STANDARD LAMINATE

COLOR: TBD

CONTACT: ANGIE LIBERTO770-616-3088

PT-1 - WALL PAINT



COLOR: TBD


PL-2 - PLASTIC LAMINATE

MANUFACTURER: WILSONART

SPEC: STANDARD LAMINATE

COLOR: TBD

CONTACT: ANGIE LIBERTO770-616-3088

BO

RD

ER

: JLA

-24X

36.R

FA

R

EV

. 02/1

5/2

017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

NT

:

PR

OJE

CT

NA

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:

PR

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LO

CA

TIO

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SHEET TITLE:

2 3 4

C

B

A

1

21 3 4

Th

is d

ocu

men

t is

the

pro

pert

y o

f Jo

hn

so

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tes,

P.C

. T

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un

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d r

ep

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r o

the

rwis

e u

se

of

this

do

cum

en

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ictly p

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ibite

d a

nd a

ny in

frin

ge

me

nt

the

reu

po

n m

ay b

e s

ub

ject to

leg

al a

ctio

n.

AS NOTED

9/1

7/2

018 2

:00:1

6 P

MC

:\R

EV

IT -

Local P

roje

cts

\360

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70

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h_L

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CTH/JPT

WLD

12/11/17

3606.1704

A-701

DOOR, WINDOWSCHEDULE,

DETAILS, ROOMFINISH SCHEDULE

TO

WN

HA

LL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

NE

WB

ER

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CO

UN

TY

210 M

AIN

ST

RE

ET

, W

HIT

MIR

E, S

C 2

9178

NE

WB

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A

DOOR SCHEDULENUMBER TYPE

DOOR

COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH

118 F 3' - 0" 7' - 0" 0' - 1 3/4" ST PT

201 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

202 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

203 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

204 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

205 EX 5' - 0" 7' - 0" 0' - 1 3/4" EXISTING

206 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

207 EX 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

208 EX 6' - 0" 7' - 0" 0' - 1 3/4" EXISTING

G100 F 3' - 0" 7' - 0" 0' - 1 3/4" REPLACE DOORONLY

G100A OD 12' - 6" 10' - 0" 0' - 3" ALUM FF

G100B OD 10' - 5" 9' - 0" 0' - 3" ALUM FF

G100C OD 12' - 5" 9' - 0" 0' - 3" ALUM FF

G100E F 3' - 0" 7' - 0" 0' - 1 3/4" ST PT

G101 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

G101B F 3' - 0" 7' - 0" 0' - 1 3/4" ST PT

G103 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

G104 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

G105 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

DOOR SCHEDULENUMBER TYPE

DOOR

COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH

100 EX 3' - 0 3/4" 6' - 11 1/2" EXISTING

101 HG 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

101B N 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

102 CO 0' - 0" 0' - 0"

103 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

104 F 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

105 CO 0' - 0" 0' - 0" WD PT

106B F 3' - 0" 7' - 0" 0' - 1 3/4" ST PT

107 F 3' - 0" 7' - 0" 0' - 1 3/4" ST PT

108 F 3' - 0" 6' - 8" 0' - 2" ST PT

109 EX 2' - 0" 7' - 0" 0' - 1 3/4" EXISTING

110 EX 2' - 8" 7' - 0" 0' - 1 3/4" EXISTING

111A CO 0' - 0" 0' - 0"

111B FG 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

113 F 3' - 0" 6' - 8" 0' - 2" ST PT

114 F 2' - 6" 7' - 0" 0' - 1 3/4" WD PT

115 EX 2' - 2" 6' - 8" 0' - 1 3/8" EXISTING

116 N 3' - 0" 7' - 0" 0' - 1 3/4" WD PT

117 F 3' - 0" 6' - 8" 0' - 2" ST PT

WINDOW SCHEDULETYPE MARK

DIMENSIONS

MANUFACTURER SERIESINTERIOR

FINISHEXTERIOR

FINISH

GLAZING

SILL HEIGHT COMMENTSWIDTH HEIGHT THICKNESS TYPE

1 2' - 3 1/2" 3' - 11 1/2" Andersen Corporation 200 WOOD WHITE ALUM 7/8" 2' - 8"



4 3' - 0" 4' - 0" Andersen Corporation 200 WOOD WOOD 7/8" 4' - 0"

FINISH SCHEDULENUMBER NAME FLOOR FINISH BASE WALL FINISH CEILING MATERIAL CEILING FINISH

CEILINGHEIGHT COMMENTS

100 ENTRY LVT-1 RB-1 PT GB PT-5 8' - 0" WALL PAINT COLOR TO BE DETERMINED, TYP.

101 POLICE CPT-1 RB-1 PT ACT - 9' - 0"

102 CORR. LVT-1 RB-1 PT ACT - 9' - 0"

103 MEN LVT-1 RB-1 PT-3 ACT - 9' - 0" ALUMINUM GRID w/ VINYL FACED GYP.

104 WOMEN LVT-1 RB-1 PT-3 ACT - 9' - 0" ALUMINUM GRID w/ VINYL FACED GYP.

105 CORRIDOR LVT-1 RB-1 PT ACT - 9' - 0"


107 EVIDENCE SC RB-1 PT OPEN TO STRUC. ABOVE -

108 STORAGE SC RB-1 PT OPEN TO STRUC. ABOVE -

109 VAULT CPT-1 RB-1 PT GB - 9' - 0"

110 CPW CLERK CPT-1 RB-1 PT ACT - 9' - 0"

111 TOWN HALL CLERK CPT-1 RB-1 PT ACT - 9' - 0"

112 VESTIBULE LVT-1 RB-1 PT ACT - 9' - 0"

113 ELEC. SC RB-1 PT ACT - 9' - 0"

114 JAN. LVT-1 RB-1 PT-3 ACT - 9' - 0"

115 STORAGE LVT-1 RB-1 PT OPEN TO STAIRS ABOVE -

116 INTERVIEW CPT-1 RB-1 PT ACT - 9' - 0"

117 PROPERTY SC RB-1 PT OPEN TO STRUC. ABOVE -

118 HIGH SECURITY EVIDENCE SC RB-1 PT GB PT-5 8' - 0"

200 STAIRS LVT-1 RB-1 PT GB PT-5 9' - 0"

201 OFFICE CPT-1 RB-1 PT ACT - 9' - 0"







208 FUTURE OFFICE CPT-1 RB-1 PT ACT - 9' - 0"

G100 GARAGE AREA CONC - PT ACT

G101 CORRIDOR RB-1 PT ACT 9' - 0"

G102 BREAK ROOM RB-1 PT ACT 9' - 0"

G103 OFFICE RB-1 PT ACT 9' - 0"

G104 ADA TOILET RB-1 PT ACT 9' - 0"

G105 STORAGE WOOD - PT ACT 9' - 0"

SCALE: 3/8" = 1'-0"

WINDOW TYPES

SCALE: 3/8" = 1'-0"

DOOR TYPES

SCALE: 1" = 1'-0"A-701

2 SECTION

SCALE: 1" = 1'-0"A-701

3 SECTION

SCALE: 6" = 1'-0"A-701

4 HEAD DETAILSCALE: 6" = 1'-0"A-701

5 JAMB DETAILSCALE: 6" = 1'-0"A-701

6 SILL DETAIL

RE

VD

AT

EB

YD

ES

CR

IPT

ION

00

9/1

4/1

8W

LD

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N

DOOR AS SCHED.

PAINTED GYP. WALLBOARD


PASS THRU

SS-1 SOLID SURFACE COUNTER-TOP;PROVIDE BLOCKING AS REQUIRED

BASE AS SCHED.

2'-10

"3

'-8

"

4'-0"


6

A-801


PASS THRU

SS-1 SOLID SURFACECOUNTER-TOP

DOOR AS SCHED.

PAINTED GYP. WALL BOARD

BASE AS SCHED.

EQ4'-0"EQ


6

A-801

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

2'-7 7/8" 2'-7 7/8"2'-7 7/8" 2'-7 7/8"

3FORM 200.01 SIMPLE SPEC SIDE SUPPORTED PARTITION, FINISH AND COLOR TBD

BULKHEAD, SEE RCP

2X2 ACT CEILING

7'-6

" T

YP

.

2'-6" TYP.

1'-0

"

BLOCKING AS REQUIRED

ADJUSTABLE SHELVING

WIRE PULL, TYP.

BACK PANEL

DOOR ON CONCEALED HINGES

HOLES IN SIDE PANELS FOR SHELF SUPPORTS

BLOCKING AS REQUIRED

PLASTIC LAMINATE EXTERIORS AND MELAMINE INTERIORS, TYP.

BACK PANEL

WALLBOARD

DRAWER

PLASTIC LAMINATE EXTERIORS AND MELAMINE INTERIORS, TYP.

2'-10

"

4"

2'-1"

SEE ELEVATIONS FOR COUNTERTOP AND SPLASH MATERIAL

1'-9" 3"

4"

1'-9

3/4

"

1/4

"

6"

1/2

"

1 1

/2"

1'-1"

1'-8

"3

'-2

"

HOLES IN SIDE PANELS FOR SHELF SUPPORTS

BASE AS SCHED.

BASE AS SCHED.

DOOR AS SCHED.


2'-6

"1

'-6

"3

'-0

"

3

A-801

4"

PL-2 LAMINATE UPPER CABINETS W/ WIRE CABINET PULLS AND ADJ. SHELVING

PL-2 LAMINATE LOWER CABINETS W/ WIRE CABINET PULLS AND ADJ. SHELVING

PL-1 LAMINATE COUNTERTOP AND BACKSPLASH

9'-0

"

3'-0"3'-0"

3'-0" 3'-0"

1" 1"

BLOCKING AS

REQUIRED

FINISHED;

PAINTED

42

".

2'-1"SOLID

SURFACE

COUNTERTOP;

EASED EDGE;

1 1

/2"

LOW-PROFILE

SUPPORT

BRACKET

BASE AS SCHED.

1'-2"

1 1

/2"

2 1/2" 2'-9" 2'-9" 2"

2'-6

"1

'-6

"3

'-0

"

9'-0

"

2 1/2" 2'-9" 2'-9" 2"

PL-2 LAMINATE UPPER CABINETS W/ WIRE CABINET PULLS AND ADJ. SHELVING

PL-2 LAMINATE LOWER CABINETS W/ WIRE CABINET PULLS AND ADJ. SHELVING

PL-1 LAMINATE COUNTERTOP AND BACKSPLASH

4"

PAINTED GYP. SOFFIT

BASE AS SCHED.

3

A-801

BO

RD

ER

: JLA

-24X

36.R

FA

R

EV

. 02/1

5/2

017 B

LB

DRAWN BY:

CHECKED BY:


SCALE

DATE:

PROJECT NO.

DRAWING NO. REV.

Since 1980




CLIE

NT

:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LO

CA

TIO

N:

SHEET TITLE:

2 3 4

C

B

A

1

21 3 4

Th

is d

ocu

men

t is

the

pro

pert

y o

f Jo

hn

so

n, L

asch

obe

r &

Asso

cia

tes,

P.C

. T

he

un

auth

ori

ze

d r

ep

rod

uctio

n, co

pyin

g o

r o

the

rwis

e u

se

of

this

do

cum

en

t is

str

ictly p

roh

ibite

d a

nd a

ny in

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INTERIOR

ELEVATIONS/

CABINET DETAILS

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1 VESTIBULE 112SCALE: 1/2" = 1'-0"A-801

2 TOWN HALL CLERK 111

SCALE: 1/2" = 1'-0"A-801

5 CPW CLERK 110SCALE: 1 1/2" = 1'-0"A-801

3 CASEWORK SECTION - LAMINATE COUNTERTOPSCALE: 1/2" = 1'-0"A-801

4 MILLWORK ELEVATION

SCALE: 1 1/2" = 1'-0"A-801

6 CASEWORK SECTION - DESKTOPSCALE: 1/2" = 1'-0"A-801

7 MILLWORK ELEVATION

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SLOPE: 1/4" / 12"

GUTTER & DOWNSPOUT

GUTTER & DOWNSPOUT

GUTTER & DOWNSPOUT

ADJACENT BUILDING WALLS

EX. PARAPET WALL, COPING SLOPED BACK TOWARDS ROOF

CARLISLE TPO 60-MIL SINGLE PLY ROOF ON 1.5" TAPERED INSULATION. APPLIED AS A GLUE DOWN ASSEMBLY. INSTALL PER MANUFACTURER RECOMMENDATIONS

4

AALT01

3

AALT01

3

AALT01

REPAIR IN THIS AREA TO BE INCLUDED AS PART OF THE BASE BID

2

AALT01

NOTES:1. WOOD NAILER MUST EXTEND PAST TOTAL WIDTH OF METAL FASCIA DECK FLANGE. 2. APPROXIMATELY 1/8" (3mm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE.

MINIMUM 22-GAUGE CONTINUOUS CLEAT

WOOD NAILER

1-1/2" RING SHANKNAILS @ 6" O.C.

COATED METAL FASCIA

CUT-EDGE SEALANT HOT AIR WELD,1-1/2" (38mm) MIN.

MECHANICAL TERMINATION

CARLISLE HP TERM BAR NAIL-IN

CARLISLE TERMINATION BAR

NOTES:1. APPLY ON HARD SMOOTH SURFACE ONLY; NOT FOR USE ON EXPOSED WOOD.2. DO NOT WRAP COMPRESSION TERMINATION BAR AROUND CORNERS. 3. FLEECE-BACKING MUST BE REMOVED FROM THE MEMBRANE SO THAT WATER CUT-OFF MASTIC IS IN DIRECT CONTACT.4. DETAIL NOT FOR USE ON WARRANTY PROJECTS EXCEEDING 20-YEARS.

MIN. 1/4"

METAL CAP, SLOPE TOWARDS ROOF

EXTEND MEMBRANEBELOW JOINT

SHEET METAL COPING

CARLISLE WATER CUT-OFF MASTICMUST BE UNDER COMPRESSION

CARLISLE UNIVERSAL SINGLE-PLYSEALANT OR SEALANT (BY OTHERS)

NOTES:1. FOR CARLISLE SecurEdge COPING, REFER TO INSTALLATION INSTRUCTIONS PUBLISHED SEPARATELY. 2. MEMBRANE MUST BE EXTENDED TO CORNERS TO PROVIDE COMPLETE COVERAGE OF THE TOP WALL SURFACE.

FIBER CANT STRIP

8"

MIN

.

UNIVERSAL SINGLE-PLY SEALANT

SURE-SEAL TERMINATION BAR FASTENDED 6" MAX.

GUTTER

NOTES:1. FASTENING OF METAL TERMINATION BAR

MUST PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC

2. ALLOW MEMBRANE SHEET TO EXTEND 1/2" MIN. BELOW THE METAL TERMINATION BAR.

WOOD NAILER

WATER CUT-OFF MASTIC

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PROJECT NO.

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Since 1980




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GARAGE ROOF

PLAN- ALTERNATE

#2

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SCALE: 1/4" = 1'-0"AALT01

1 GARAGE ROOF PLAN- ALTERNATE #1

SCALE: 3" = 1'-0"AALT01

2 CARLISLE DRIP EDGE

SCALE: 3" = 1'-0"AALT01

3 CARLISLE TERMINATIONS

SCALE: 3" = 1'-0"AALT01

4 CARLISLE GUTTER EDGE

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1747 SF

GARAGE AREAG100

112 SF

OFFICEG103

49 SF

ADA TOILETG104

53 SF

STORAGEG105

84 SF

BREAK ROOMG102

103 SF

CORRIDORG101

STEPDOWN

30

'-1

1 1

/2"

( F

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6'-10

"7

'-9"

±

1747 SF

GARAGE AREAG100

8'-9" 8'-7" 13'-1"

2'-10"

6'-0

"

1'-6" 2'-0"

4'-11

"

8'-0" O.C. TYP.

2

2

6

22

2

EXISTING COLUMNS

6

FURRED WALL FOR PLUMBING

2

3

AALT02

6'-0

"

6'-0"

19'-3"

G100

G101

G103

G104

NOTE:1. CLEAN AND PRESSURE WASH ALL WALLS AND

FLOORS PRIOR TO APPLYING NEW FINISHES.2. SEE A-601 FOR WALL TYPES.3. PROVIDE EIFS STUCCO SYSTEM THIS SIDE OF

BUILDING TO MATCH FRONT ELEVATION 4. NEW CONCRETE STOOP & STEPS AS

REQUIRED.5. PAINT EXTERIOR OF BUILDING- 2 COATS

MINIMUM. COLOR BY OWNER.

AALT024

CLR.

4'-0"

REMOVEABLE HANDRAIL

FLOOR TO REMAIN EXPOSED CONCRETE

FLOOR TO REMAIN EXPOSED CONCRETE

G100E

G101B

4

G100A

G100B

G100C

G105

NOTE 3

NOTE 4

NOTE 3

6'-5"

PT 2x's @ 12" O.C. MAX, TYP.

3/4" T&G PLYWOOD

STUD WALL

EX. SLAB

ALIGN

1/2

"2

"4

"2

"

1/2"

2" 4"

EX. CMU WALL, BREAK OUT TOP AND BOTTOM CELLS TO PERMIT GROUTING SOLID

3/4"Ø EPOXY ANCHOR BOLTS AT 2'-0" O.C.

3/4" ANCHOR BOLTS,

9"

3/4"THK BASE PL

W8x31

1/4

NOTE:SHIM & GROUT BASE PL TO FLOOR AND STEEL POST TO WALL AS REQUIRED FOR CONTINIOUS BEARING. USE NON-SHRINK GROUT.

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"A.F.F.9' - 0"

WOOD CEILING ATTACHED TO BOTTOM OF ROOF JOISTS

CEILING LEGEND

ACOUSTICAL CEILING TILE

2X2 LAY-IN CEILING PANELWITH SUSPENDED GRID

RECESSED LIGHT FIXTUREWOOD CEILING- PAINTED

TONGUE & GROOVE PLYWOOD PAINTED

LAY- IN FIXTURE

1 X 4 LIGHT FIXTURE

LAY-IN FIXTURE

2 X 4 LIGHT FIXTURE

SUSPENDED FIXTURE

WALL MOUNTED FIXTURE

METAL PANEL SOFFIT

MECH DIFFUSER / RETURN

GRILLE

SEE MECH DWGS.

HIGH BAY FLORESCENT

EMERGENCY FIXTURE

EXIT LIGHT

CEILING CAP/ SOUND BARRIER

INSULATION PLATE

ABOVE CEILING (2'-0" FROM PERIMETER WALLS)

HVAC RETURN

SEE HVAC DWGS.HVAC DIFFUSER

SEE HVAC DWGS.

NOTES:

1. SEE ALL ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL RELATED ITEMS .2. SEE ELECTRICAL DRAWINGS FOR FIXTURE SCHEDULE.

HARD CEILING- PAINTED

(GYP) GYPSUM BOARD PAINTED

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DATE:

PROJECT NO.

DRAWING NO. REV.

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GARAGE BUILDING

PLANS-

ALTERNATE #2

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SCALE: 1/4" = 1'-0"AALT02

1 PROPOSED GARAGE- ALTERNATE #2

SCALE: 1/2" = 1'-0"AALT02

3 SECTIONSCALE: 1 1/2" = 1'-0"AALT02

4 COLUMN BASEPLATE

SCALE: 1/4" = 1'-0"AALT02

2 GARAGE REFLECTED CEILING PLAN- ALTERNATE #2

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By:

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Since 1980

PROJECT NO.

DRAWN BY :

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SHEET TITLE :

REV.

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DATE:

DRAWING NO.

JOHNSON, LASCHOBER &ASSOCIATES, P.C.

Architects · Engineers · Landscape Architects

· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656


·

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WBRCVW

AS NOTED

P-001 0

PLUMBINGGENERAL NOTES

AND LEGEND

BACKFLOW PREVENTER

PRESSURE REDUCING VALVE

POTABLE WATER UNDERGROUND PIPING

PLUMBING LEGEND

FLOOR CLEANOUT (SEE SCHEDULE)

UNDERGROUND SOIL & WASTE PIPING

GROUND CLEANOUT (SEE SCHEDULE)

FLOOR DRAIN (SEE SCHEDULE)

B.F.P.

PIPE UP

PIPE DOWN

110°F HOT WATER PIPING

POTABLE WATER PIPING

VTR

P.R.V.

S

V

W

FCO

GCO

VENT THROUGH ROOF

SANITARY PIPING

WASTE PIPING

VENT PIPE

SYMBOL

FD

DESCRIPTION

VENT PIPING

WALL CLEANOUT (SEE SCHEDULE)WCO

DOWNDWN.

P-TRAP

CW COLD WATER PIPING

HW HOT WATER PIPING

G GAS PIPING

TYPICALTYP.

UNLESS NOTED OTHERWISEU.N.O.

(E) EXISTING

PLUMBING GENERAL NOTES:GENERAL:THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PRODUCT INFORMATION FORTHE PLAN READER'S CONVENIENCE. SEE PLANS AND SPECIFICATIONS FOR FURTHERREQUIREMENTS.

WORK COVERED BY THIS DOCUMENT SHALL INCLUDE ALL LABOR, MATERIAL, PRODUCTS,AND SERVICES FOR, AND INCIDENTAL TO, INSTALLATION OF COMPLETE AND OPERATINGPLUMBING SYSTEMS DRAWN OR SPECIFIED.

ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODESINCLUDING, BUT NOT LIMITED TO, 2015 INTERNATIONAL PLUMBING CODE w/AMENDMENTS, 2015 INTERNATIONAL FUEL GAS CODE w/ AMENDMENTS, 2010 ADASTANDARDS FOR ACCESSIBLE DESIGN AND ALL ADA AMENDMENTS.

ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THEARCHITECT OR ENGINEER.

INSTALL ALL PLUMBING FIXTURES PER MANUFACTURER'S INSTRUCTIONS.

EXACT LOCATIONS AND ROUGHING REQUIREMENTS FOR ALL FIXTURES AND EQUIPMENTSHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS, LARGE SCALEARCHITECTURAL DETAILS, AND APPROVED MANUFACTURER'S SHOP DRAWINGS.PARTICULAR ATTENTION SHALL BE DIRECTED TO FIXTURES OR EQUIPMENT FURNISHEDUNDER OTHER DIVISIONS.

PIPING IS SHOWN IN ITS GENERAL LOCATION (UNLESS DIMENSIONED). EXACT LOCATIONSHALL BE DETERMINED BY JOB CONDITIONS. CONTRACTOR SHALL COORDINATE THEINSTALLATION OF HIS WORK WITH THAT OF OTHER TRADES AND ARRANGE PIPING TOCLEAR STRUCTURAL MEMBERS AND DUCTWORK. EXACT LOCATIONS SHALL BEPROVIDED ON "AS-BUILT" DRAWINGS.

MINIMUM SIZE WATER LINE FOR THREE OR MORE FIXTURES SHALL BE 3/4". REFER TOPLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL RUNOUT SIZES.

ALL PIPING TO BE CONCEALED IN A WALL, CEILING, OR A CHASE UNLESS OTHERWISENOTED. PIPING SHOWN OUT OF CHASES FOR CLARITY.

PROVIDE SLEEVES FOR PIPES PASSING THRU FLOORS, MASONRY WALLS AND FIRE ORSMOKE PARTITIONS. PACK MINERAL WOOL IN ANNULAR SPACE BETWEEN PIPE SLEEVE.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE MOUNTING HEIGHTS. ALLACCESSIBLE FIXTURES SHALL COMPLY WITH STATE BUILDING CODE AND 2010 ADASTANDARDS FOR ACCESSIBLE DESIGN.

ARRANGEMENTS OF WORK SHALL BE AS SHOWN. DRAWINGS ARE NOT INTENDED TOINDICATE ALL OFFSETS AND FITTINGS. EXAMINE ALL DRAWINGS, INVESTIGATECONDITIONS TO BE ENCOUNTERED AND ARRANGE WORK ACCORDINGLY; FURNISH ALLFITTINGS AND OFFSETS.

MEASUREMENT OF DRAWINGS BY SCALE SHALL NOT BE USED AS DIMENSIONS FORFABRICATION. MEASUREMENTS FOR LOCATING FIXTURES, EQUIPMENT, DUCTWORK,PIPING AND ACCESSORIES SHALL BE MADE ON THE SITE AND SHALL BE BASED ONACTUAL JOB CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLMEASUREMENTS WHERE THE CONTRACTOR PREFABRICATES ANY WORK BASED ON THEDRAWINGS WITHOUT VERIFYING ACTUAL JOB CONDITIONS, THEN THE CONTRACTORSHALL BE RESPONSIBLE FOR ANY AND ALL COST INVOLVED IN MAKING CHANGES TOPREFABRICATED WORK WHERE CONFLICTS OCCUR.

ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING COMPONENTSDURING PROGRESS OF CONSTRUCTION TO ALLOW FOR INSTALLATIONS.

INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL, PLUMB, PARALLEL, ANDPERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS.

COPPER PIPING SHALL NOT BE INSTALLED IN DIRECT CONTACT WITH MASONRY, CEMENTMORTAR, CONCRETE, OR DISSIMILAR METALS. PLUMBING CONTRACTOR TO PROVIDESLEEVES AND COORDINATE w/ GENERAL CONTRACTOR DURING SLAB INSTALLATION.

CUTTING AND REPAIRING: THE PLUMBING CONTRACTOR SHALL DO ALL CUTTING ANDREPAIRING OF WALLS, FLOORS, CEILINGS, ETC. NECESSARY FOR THE INSTALLATION OFTHE WORK BUT HE SHALL NOT CUT INTO ANY STRUCTURAL MEMBER WITHOUT THEPERMISSION OF THE ARCHITECT.

PROVIDE SHOCK ABSORBERS AS INDICATED ON PLANS.

PLUMBING CONTRACTOR TO PROVIDE PROPER SEPARATION BETWEEN WATER SUPPLYAND WASTE/SANITARY PIPING PER INTERNATIONAL PLUMBING CODE.

PLUMBING CONTRACTOR TO PROVIDE PREPRINTED 1/2" HIGH LETTERED LABELS FOR THEFOLLOWING: INTERIOR MAIN SHUT-OFF VALVE, POTABLE WATER SUPPLY PIPING, & HOTWATER PIPING. LABELS SHOULD BE MOUNTED EVERY 20'-0" ON HORIZONTAL RUNS.

GENERAL CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE, ABOVECEILING VALVES AND EQUIPMENT. COORDINATE LOCATIONS WITH ARCHITECT PRIORTO INSTALLATION.

DOMESTIC WATER PIPING:UNDER-BUILDING SLAB, DOMESTIC WATER, BUILDING SERVICE PIPING SHALL BE SOFTCOPPER TUBING, ASTM B 88, TYPE K, WITH WROUGHT-COPPER, SOLDER-JOINT FITTINGS,AND BRAZED JOINTS. AVOID JOINTS UNDER BUILDING SLAB WHERE POSSIBLE.

ALL OTHER UNDER-BUILDING SLAB, DOMESTIC WATER PIPING SHALL BE SOFT COPPERTUBING, ASTM B 88, TYPE L, WITH WROUGHT-COPPER, SOLDER-JOINT FITTINGS, ANDBRAZED JOINTS. AVOID JOINTS UNDER BUILDING SLAB WHERE POSSIBLE.

ALL ABOVEGROUND DOMESTIC WATER PIPING SHALL BE HARD COPPER TUBING, ASTM B88, TYPE L, WITH CAST- OR WROUGHT-COPPER, SOLDER-JOINT FITTINGS, AND SOLDEREDJOINTS.

ALL INDOOR DOMESTIC COLD, HOT, AND RECIRCULATED HOT WATER PIPING SHALL BEINSULATED WITH 1 INCH THICK FLEXIBLE CLOSED-CELL ELASTOMERIC INSULATION,COMPLYING WITH ASTM C 534, TYPE 1 FOR TUBULAR MATERIALS, EQUAL TO ARMACELL"AP ARMAFLEX".

SANITARY WASTE AND VENT PIPING:ALL SOIL, DRAIN, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC-DWV WITHSOLVENT WELD JOINTS, CONFORMING TO ASTM D 2665 AND ASTM D 2564. IN AREAS WITHRETURN AIR PLENUM ABOVE THE CEILING, TRANSITION PIPING BELOW CEILING FROM PVCTO HUBLESS CAST-IRON. EXTEND CAST IRON VENT THROUGH ROOF. PVC PIPING IS NOTALLOWED IN RETURN AIR PLENUM SPACES.

ALL SOIL, DRAIN, WASTE AND VENT PIPING LOCATED IN RETURN AIR PLENUMS SHALL BEHUBLESS CAST-IRON SOIL PIPE AND FITTINGS, CONFORMING TO ASTM A 888 OR CISPI 301,WITH CISPI HUBLESS PIPING COUPLINGS, CONFORMING TO ASTM C 1277 AND CISPI 310,AND COUPLED JOINTS.

ALL PIPING PASSING THROUGH THE ROOF SHALL BE FLASHED WITH ROOF FLASHINGASSEMBLY COMPATIBLE WITH THE ROOFING SYSTEM.

GAS PIPING:ALL OUTDOOR, UNDERGROUND GAS PIPING SHALL BE PE PIPE AND FITTINGS, COMPLYINGWITH ASTM D 2513, ASTM D 2683, AND ASTM D 3261, JOINED BY HEAT FUSION, WITHSERVICE-LINE RISERS WITH TRACER WIRE TERMINATED IN AN ACCESSIBLE LOCATION.

ALL OUTDOOR, ABOVEGROUND GAS PIPING SHALL BE SCHEDULE 40, BLACK STEEL PIPE,COMPLYING WITH ASTM A 53, WITH MALLEABLE-IRON FITTINGS AND THREADED JOINTS,COMPLYING WITH ASME B 16.3, OR WROUGHT-STEEL FITTINGS AND WELDED JOINTS,COMPLYING WITH ASTM A 234. JOINT COMPOUND AND TAPE SHALL BE SUITABLE FORNATURAL GAS.

ALL INDOOR, ABOVEGROUND GAS PIPING SHALL BE SCHEDULE 40, BLACK STEEL PIPE,COMPLYING WITH ASTM A 53, WITH MALLEABLE-IRON FITTINGS AND THREADED JOINTS,COMPLYING WITH ASME B 16.3, OR WROUGHT-STEEL FITTINGS AND WELDED JOINTS,COMPLYING WITH ASTM A 234. JOINT COMPOUND AND TAPE SHALL BE SUITABLE FORNATURAL GAS.

PRESSURE REGULATORS SHALL BE SINGLE STAGE AND SUITABLE FOR NATURAL GAS.SERVICE PRESSURE REGULATORS SHALL COMPLY WITH ANSI Z21.80. LINE PRESSUREREGULATORS SHALL COMPLY WITH ANSI Z21.80. APPLIANCE PRESSURE REGULATORSSHALL COMPLY WITH ANSI Z21.18.

FIELD QUALITY CONTROL:ALL DOMESTIC WATER PIPING SHALL BE TESTED FOR LEAKS AND DEFECTS; FILLDOMESTIC WATER PIPING, CAP, AND SUBJECT PIPING TO STATIC WATER PRESSURE OF 50PSIG ABOVE OPERATING PRESSURE, WITHOUT EXCEEDING PRESSURE RATING OF PIPINGSYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW IT TO STAND FOR FOUR HOURS.LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED.LEAVE DOMESTIC WATER PIPING UNCOVERED AND UNCONCEALED UNTIL IT HAS BEENTESTED AND APPROVED.

ALL SANITARY WASTE AND VENT PIPING SHALL BE TESTED FOR LEAKS AND DEFECTS ATCOMPLETION OF ROUGH-IN; CLOSE OPENINGS IN PIPING SYSTEM AND FILL WITH WATERTO POINT OF OVERFLOW, BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15MINUTES BEFORE INSPECTION STARTS TO COMPLETION OF INSPECTION, WATER LEVELMUST NOT DROP. INSPECT JOINTS FOR LEAKS. REPAIR LEAKS AND DEFECTS WITH NEWMATERIALS AND RETEST PIPING, OR PORTIONS THEREOF, UNTIL SATISFACTORY RESULTSARE OBTAINED. INSTALL TEST TEES WHEN THE SYSTEM IS TO BE TESTED IN SECTIONS.LEAVE SANITARY WASTE AND VENT PIPING UNCOVERED AND UNCONCEALED UNTIL ITHAS BEEN TESTED AND APPROVED.

TEST, INSPECT, AND PURGE NATURAL GAS PIPING SYSTEM IN ACCORDANCE TO THEINTERNATIONAL FUEL GAS CODE AND AUTHORITIES HAVING JURISDICTION.

0C

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09/1

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UP

UP

TLT. RM.104

TLT. RM.103

TOWN HALLCLERK

111

CPW CLERK110

VAULT109

POLICE101

ENTRY100

CORRIDOR105

CORR.102

STORAGE108

CORRIDOR106

ELEC.113

JAN.114

VESTIBULE112

STORAGE115

3"W

P-2

P-1

P-1

P-2

P-3

EWH-1(WALL MOUNTABOVE MOP BASIN)

2"V

5

4

3

3

2

2

1

1

1

INTERVIEW116

EVIDENCE107

PROPERTY117

EVIDENCE118

HIGH SECURITY

1-HOUR RATEDCONSTRUCTION

UP

UP

TLT. RM.104

TLT. RM.103

TOWN HALLCLERK

111

CPW CLERK110

VAULT109

POLICE101

CORR.102

STORAGE108

CORRIDOR106

ELEC.113

JAN.114

VESTIBULE112

EVIDENCE107

STORAGE115

P-2

P-1

P-1

P-2

P-3

EWH-1(WALL MOUNTABOVE MOP BASIN)

2"G

(960 MBh INPUT)AND DIRT LEG.GAS COCK2" GAS w/

2 1/

2"G

(90 MBh INPUT)AND DIRT LEG.GAS COCK3/4" GAS w/

3/4"G 3/4"G3/4"G

(90 MBh INPUT)AND DIRT LEG.GAS COCK3/4" GAS w/

RTU-1RTU-2

EX

ISTI

NG

GE

NE

RA

TOR

3/4"

G

2 4

EXISTING WATERMETER IN VALVEBOX TO REMAIN

4

4

4

32

3

3/4"CW1

3

3/4"HW

5

ENTRY100

CORRIDOR105

INTERVIEW116

PROPERTY117

EVIDENCE118

HIGH SECURITY


POTABLE WATER PIPING IS LOCATEDABOVE CEILING. (TYP. U.N.O.)

1/2"

HW

PDI "A"

PDI "A"PDI "A"

1

WASTE PIPING NOTES:- SAWCUT EXISTING SLAB AS NECESSARY TO

INSTALL NEW SANITARY AND WASTE PIPING.(FIELD VERIFY EXISTING CONDITIONS)

2 - INSTALL NEW PLUMBING FIXTURE.TIE NEW 4"S INTO EXISTING 4"S.TIE NEW 2"V INTO EXISTING VENT SYSTEM.

3 - INSTALL NEW PLUMBING FIXTURE.TIE NEW 2"W INTO EXISTING SANITARY/WASTE PIPING.TIE NEW 2"V INTO EXISTING VENT SYSTEM.

(FIELD VERIFY EXISTING CONDITIONS)

(FIELD VERIFY EXISTING CONDITIONS)

4 - INSTALL NEW PLUMBING FIXTURE.TIE NEW 3"W INTO EXISTING SANITARY/WASTE PIPING.(FIELD VERIFY EXISTING CONDITIONS)

5 - TIE NEW 2"V INTO EXISTING VENT SYSTEM.(FIELD VERIFY EXISTING CONDITIONS)

1

POTABLE WATER & GAS PIPING NOTES:

2 - 1/2"CW DOWN

- 1/2"CW & HW DOWN3

- TIE NEW 3/4"CW INTO EXISTING POTABLEWATER SYSTEM.(FIELD VERIFY EXISTING CONDITIONS)

4 - INSTALL NEW PLUMBING FIXTURE.TIE INTO EXISTING POTABLE WATER SYSTEM.(FIELD VERIFY EXISTING CONDITIONS)SEE PLUMBING FIXTURE SCHEDULE FORINDIVIDUAL FIXTURE RUN OUT SIZES.

5 - NEW 2 1/2" GAS (UNDERGROUND) FROM EXISTINGMETER LOCATION (APPROX. 60 FT., FIELD VERIFY).SEE DRAWING 2/PALT01 FOR CONTINUATION.

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_PLU

MB

ING

.dw

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d:9/

17/2

018

2:15

PM

By:

Cam

ron

Wal

ker

Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





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TYN

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OLI

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210

MA

IN S

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ET,

WH

ITM

IRE

, SC

291

78

3606.1704

12/11/17

TOW

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ALL

PO

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CIT

Y O

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VD

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TIO

NB

YTh

is d

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ent i

s th

e pr

oper

ty o

f Joh

nson

, Las

chob

er &

Ass

ocia

tes,

P.C

. Th

e un

auth

oriz

ed re

prod

uctio

n, c

opyi

ng o

r oth

erw

ise

use

of th

is d

ocum

ent i

s st

rictly

pro

hibi

ted

and

any

infri

ngem

ent t

here

upon

may

be

subj

ect t

o le

gal a

ctio

n.

SCALE: 1/4" = 1'-0"

12 FT.8421.50

WBRCVW

1/4" = 1'-0"

P-101 0

PLUMBING PLANS

SCALE: 1/4" = 1'-0"

FIRST FLOOR WASTE PIPING PLAN1P-101 SCALE: 1/4" = 1'-0"

FIRST FLOOR POTABLE WATER AND GAS PIPING PLAN2P-101

1. SEE PLUMBING FIXTURE SCHEDULEFOR INDIVIDUAL FIXTURE RUN-OUT SIZES.

NOTES:

2. PLUMBING CONTRACTOR SHALL COORDINATE UNDERGROUNDPIPING WITH STRUCTURAL COLUMN AND FOOTING LOCATIONS.REROUTE PIPING AS NECESSARY TO AVOID INTERFERENCES.

NOTE:

FOR INDIVIDUAL FIXTURE RUN-OUT SIZES.SEE PLUMBING FIXTURE SCHEDULE

0C

VW

ISS

UE

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09/1

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: JLA

24x3

6-X

RE

F.D

WG

RE

V. 1

1/15

/201

7 B

LB

K:\3

6061

704\

Mec

h\P

_PLU

MB

ING

.dw

g P

lotte

d:9/

17/2

018

2:15

PM

By:

Cam

ron

Wal

ker

Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





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WB

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TYN

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AR

OLI

NA

210

MA

IN S

TRE

ET,

WH

ITM

IRE

, SC

291

78

3606.1704

12/11/17

TOW

N H

ALL

PO

LIC

E -

CIT

Y O

F W

HIT

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VD

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DE

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TIO

NB

YTh

is d

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ent i

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oper

ty o

f Joh

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, Las

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use

of th

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and

any

infri

ngem

ent t

here

upon

may

be

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ect t

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n.

WBRCVW

AS NOTED

P-201 0

PLUMBINGSCHEDULES AND

DETAILS

NOM. PIPE, INCHES

PLUMBING FIXTURE SCHEDULE

INSTALLATION HEIGHTS FOR NON-ADA FIXTURES.2. RIM HEIGHT SHALL COMPLY w/ ADA REQUIREMENTS AND STANDARD MANUFACTURER RECOMMENDED

1. ALL FIXTURES, FITTINGS, AND TRIM TO COMPLY WITH THE LATEST REVISION OF THE AMERICAN DISABILITIES

EWH-2

NOTES:

ELEC. WATER HEATER 3/4" 3/4"

MOP BASINP-3 1/2" 1/2"

MARK

LAVATORY (H.C.)

FIXTURE

P-1 1/2" 1/2"

CW HW

A.O. SMITH MODEL DEL-20, 20 GALLON CAP.- -

HOSE BRACKET 832-AA, MOP HANGER 889-CCFIAT MODEL MSB-2424, FAUCET 830-AA, HOSE &

AND STRAINER2"3"

DESCRIPTION

2"

W V

FIXTURE UNIT RATING

PRESSURIZED METAL CUSHIONINGUSE METAL-BELLOWS TYPE WITH

ARRESTER SCHEDULE

CHAMBER, COMPLYING WITH

PDI "B"

PDI "A"

SYMBOL

PDI "D"

PDI "C"

PDI "E"

NOTE:

PDI "F" 155-330

114-154

61-113

1-11

12-32

33-60

FLOOR DRAIN & CLEANOUT SCHEDULE

FLOOR DRAIN & CLEANOUT ACCESSORIESPROVIDE MANUFAC. RECOMMENDED STRAINER SIZE1 BASED ON OUTLET SIZE

4237

4040

J.R. SMITHSERIES NO.SYMBOL

GCO

FCO

PROVIDE

2

NOTES

1/2"4" 4 FT. 10 FT. 12 FT.

SPACING: DO NOT EXCEED THE FOLLOWING SPACING, ON CENTERS

HANGERS & SUPPORTS

PIPE SIZE

1"

1 1/2"

2"

2 1/2"

1/2" - 3/4"

3"

4 FT.

4 FT.

4 FT.

4 FT.

4 FT.

SCH. 40 PVC

4 FT.

HANGER ROD DIA.

9 FT.

10 FT.

8 FT.

6 FT.

6 FT.

11 FT.

12 FT.

10 FT.

9 FT.

7 FT.

5 FT.

COPPER

7 FT.

STEEL

1/4"

3/8"

3/8"

3/8"

3/8"

1/4"

WALL-HUNG

4452-UWCO

STANDARD P.D.I. WH-201.

ACT; WHERE APPLICABLE.

P-2

1 1/2"

WATER CLOSET (H.C.) 4" 2"-1/2" w/ CHURCH 295CT TOILET SEAT. MOUNT FLUSH OPERATORAMERICAN STANDARD CADET PRO 215AB.104, 1.28 GAL. FLUSH

PROSET TRAPGUARD INSERT

2010-BFD 1 2

RECOVERY RATE OF 18 GPH AT A 100° F TEMP. RISE4500W, 240/1Ø/60

WATER HAMMER

PLUMBEREX HANDY-SHIELD MODEL 2003

AMERICAN STANDARD 7385.050 FAUCET,GRID DRAIN, ANGLE STOPS, & 3/8" SUPPLIES,

AMERICAN STANDARD 0355.012 ACCESSIBLE LAVATORY,

NOTES:1. PROVIDE PROSET "T-RITE" DRAINS ON ALL FLOOR/SHOWER/HUB DRAINS

THAT ARE THROUGH PENETRATION OF A FIRE RATED FLOOR.

2. COORDINATE FLOOR FINISHES w/ FLOOR DRAINS AND FLOOR CLEANOUTS.(ADJUST FLOOR DRAIN AND FLOOR CLEANOUT ELEVATIONS AS REQUIRED)

ON WIDE SIDE OF TOILET.

HEAT TRAP

STRUCTURESUPPORT FROM

EXPANSION TANKA.O. SMITH #V15-E (4.5 GAL.)

ATTACHED TO STRUCTURALWALL HANGING BRACKETSMANUFACTURER SUPPLIED

VACUUM RELIEF VALVECOLD WATER SUPPLY

HOT WATER SUPPLY

VALVE

DOPENING

AND PIPE SIZESFOR CONTINUATIONSEE FLOOR PLAN

DIELECTRIC UNION (TYPICAL)

DRAIN VALVE

SIZE OF DISCHARGERELIEF PIPE-FULL

PRESSURE RELIEFTEMPERATURE ANDA.S.M.E. APPROVED

SHUTOFF VALVE (TYPICAL)

FRAMINGROUTE 3/4"COPPER TYPE "M"TO MOP BASIN

EMERGENCY DRAIN PANMIN. 3" DEEP GALV. ORCOMPOSITE MATERIAL w/TACO "WAGS" VALVE

NO SCALESCHEMATIC - ELECTRIC WATER HEATER

(EWH-1)

P-4 LAUNDRY TUB 1/2" 1/2" 2" 2" MODEL A-1 FAUCET AND STRAINERFIAT MODEL FL-1 LAUNDRY TUB w/

EWH-1 ELEC. WATER HEATER 3/4" 3/4"A.O. SMITH MODEL DEL-30, 30 GALLON CAP.

- -RECOVERY RATE OF 18 GPH AT A 100° F TEMP. RISENON-SIMULTANEOUS 4500W, 240/1Ø/60

HEAT TRAP

STRUCTURESUPPORT FROM

EXPANSION TANKWATTS #DET-5 (2.0 GAL.)

ATTACHED TO STRUCTURALWALL HANGING BRACKETSMANUFACTURER SUPPLIED

VACUUM RELIEF VALVECOLD WATER SUPPLY

HOT WATER SUPPLY

VALVE

DOPENING

AND PIPE SIZESFOR CONTINUATIONSEE FLOOR PLAN

DIELECTRIC UNION (TYPICAL)

DRAIN VALVE

SIZE OF DISCHARGERELIEF PIPE-FULL

PRESSURE RELIEFTEMPERATURE ANDA.S.M.E. APPROVED

SHUTOFF VALVE (TYPICAL)

FRAMINGROUTE 3/4"COPPER TYPE "M"TO OUTSIDE

EMERGENCY DRAIN PANMIN. 3" DEEP GALV. ORCOMPOSITE MATERIAL w/TACO "WAGS" VALVE

NO SCALESCHEMATIC - ELECTRIC WATER HEATER

(EWH-2)

SINGLE BOWL SINKP-5 1/2" 1/2"JUST SLX-1815-A-GR SINK 18"x15"x9" (4 HOLE),

FAUCET, SUPPLIES, STOP VALVES, AND TRAP#J-35 STRAINER, AMERICAN STANDARD 4175.501.F152" 1 1/2"

1P-201

2P-201

ICE MAKER VALVEIB-1 1/2" - IPS WATER TITE MODEL AB9700- -

0C

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GARAGE AREAG100

GARAGE AREAG100

CORRIDORG101

OFFICEG103

ADA TOILETG104

STORAGEG105

BREAK ROOMG102

21

EWH-2(WALL MOUNT)

P-5

P-2 P-1

P-4

2"VTR

4"W4"S4"S

2"W

2"W

2"W

I.E. = -1.69'BELOW FIN. FLOOR 2"V

2"V

2"V 2"V

2"V

2"V

2"V

2"V

2"V

2"V

3

GARAGE AREAG100

GARAGE AREAG100

CORRIDORG101

OFFICEG103ADA TOILET

G104

STORAGEG105

BREAK ROOMG102

EWH-2(WALL MOUNT)

P-5

P-2 P-1

P-4

IB-1

1/2"HW

1/2"

HW

1/2"

HW

1/2"

CW

1/2"CW

UH-1

PDI "A"

PDI "A"

PDI "A"

PDI "A"

PDI "A"

PDI "A"

1

1/2"HW

3/4"CW

1/2"CW

1/2"CW

1/2"CW

3/4"

CW

2

3

4

4

2 3

3

AND METER BY UTILITY.EXISTING INCOMING GAS

TOTAL CONNECTEDGAS LOAD = 1185 MBh.DELIVERY PRESSURE =14 IN. W.C.CRITICAL LENGTH = 125 FT.

6

5

(45 MBh INPUT)AND DIRT LEG.w/ GAS COCK1/2" GAS DOWN

BASE BID1/

2"G

(UPGRADE IF NECESSARY)

1/2"

G1/

2"G

2 - 4"-FCO

- 4"-GCO1

WASTE PIPING NOTES:

3 - 2"-GCO

PRESSURE > 80 psi.(PROVIDE P.R.V. IF WATER

PLUMBING CONTRACTOR

SLAB w/ SLEEVE. (COORDINATE

PROVIDE SHUT-OFF VALVE AND B.F.P.

- 1" WATER UP THRU

TO VERIFY WATER PRESSUREIN THE FIELD).

w/ GENERAL CONTRACTOR)

1

POTABLE WATER & GAS PIPING NOTES:

- 1/2"CW DOWN2

3 - 1/2"CW & HW DOWN

4 - POTABLE WATER PIPING IS LOCATEDABOVE CEILING. (TYP. U.N.O.)

- NEW 1/2"G UP AND 2 1/2"G DOWN5

6 - NEW 2 1/2"G (UNDERGROUND) TO MAINBUILDING (APPROX. 60 FT., FIELD VERIFY).SEE DRAWING 2/P-101 FOR CONTINUATION.

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7 B

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K:\3

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Mec

h\P

_PLU

MB

ING

_GA

RA

GE

.dw

g P

lotte

d:9/

17/2

018

2:15

PM

By:

Cam

ron

Wal

ker

Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





·

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WB

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RY

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UN

TYN

EW

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AR

OLI

NA

210

MA

IN S

TRE

ET,

WH

ITM

IRE

, SC

291

78

3606.1704

12/11/17

TOW

N H

ALL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

RE

VD

ATE

DE

SC

RIP

TIO

NB

YTh

is d

ocum

ent i

s th

e pr

oper

ty o

f Joh

nson

, Las

chob

er &

Ass

ocia

tes,

P.C

. Th

e un

auth

oriz

ed re

prod

uctio

n, c

opyi

ng o

r oth

erw

ise

use

of th

is d

ocum

ent i

s st

rictly

pro

hibi

ted

and

any

infri

ngem

ent t

here

upon

may

be

subj

ect t

o le

gal a

ctio

n.

SCALE: 1/4" = 1'-0"

12 FT.8421.50

WBRCVW

1/4" = 1'-0"

PALT02 0

ALTERNATE #2REAR BUILDING

PLUMBING PLANSSCALE: 1/4" = 1'-0"

WASTE PIPING PLAN1PALT02 SCALE: 1/4" = 1'-0"

POTABLE WATER AND GAS PIPING PLAN2PALT02

1. SEE PLUMBING FIXTURE SCHEDULEFOR INDIVIDUAL FIXTURE RUN-OUT SIZES.

NOTES:

2. PLUMBING CONTRACTOR SHALL COORDINATE UNDERGROUNDPIPING WITH STRUCTURAL COLUMN AND FOOTING LOCATIONS.REROUTE PIPING AS NECESSARY TO AVOID INTERFERENCES.

NOTE:

FOR INDIVIDUAL FIXTURE RUN-OUT SIZES.SEE PLUMBING FIXTURE SCHEDULE

0C

VW

ISS

UE

D F

OR

CO

NS

TRU

CTI

ON

09/1

4/18

BO

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: JLA

24x3

6-X

RE

F.D

WG

RE

V. 1

1/15

/201

7 B

LB

K:\3

6061

704\

Mec

h\M

_DE

TAIL

S.d

wg

Plo

tted:

9/17

/201

8 2:

16 P

M B

y:C

amro

n W

alke

r

Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

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1 2 3 4

SCALE:

DATE:

DRAWING NO.





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WB

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RY

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OLI

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210

MA

IN S

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ITM

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291

78

3606.1704

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N H

ALL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

RE

VD

ATE

DE

SC

RIP

TIO

NB

YTh

is d

ocum

ent i

s th

e pr

oper

ty o

f Joh

nson

, Las

chob

er &

Ass

ocia

tes,

P.C

. Th

e un

auth

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prod

uctio

n, c

opyi

ng o

r oth

erw

ise

use

of th

is d

ocum

ent i

s st

rictly

pro

hibi

ted

and

any

infri

ngem

ent t

here

upon

may

be

subj

ect t

o le

gal a

ctio

n.

MNBCVW

AS NOTED

M-001 0

HVAC GENERALNOTES AND

LEGEND

GENERAL:THESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PRODUCT INFORMATION FORTHE PLAN READER'S CONVENIENCE. SEE PLANS AND SPECIFICATIONS FOR FURTHERREQUIREMENTS.

WORK COVERED BY THIS DOCUMENT SHALL INCLUDE ALL LABOR, MATERIAL, PRODUCTS,AND SERVICES FOR, AND INCIDENTAL TO, INSTALLATION OF COMPLETE AND OPERATINGHVAC SYSTEMS DRAWN OR SPECIFIED.

ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODESINCLUDING, BUT NOT LIMITED TO, NFPA 13, NFPA 90A, NFPA 90B, NFPA 96, 2017 NATIONALELECTRICAL CODE, AND 2015 INTERNATIONAL MECHANICAL CODE w/ AMENDMENTS.

ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THEARCHITECT OR ENGINEER.

INSTALL ALL MECHANICAL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.

ARRANGEMENTS OF MECHANICAL WORK SHALL BE AS SHOWN. DRAWINGS ARE NOTINTENDED TO INDICATE ALL OFFSETS AND FITTINGS. EXAMINE ALL DRAWINGS,INVESTIGATE CONDITIONS TO BE ENCOUNTERED AND ARRANGE WORK ACCORDINGLY;FURNISH AND INSTALL ALL FITTINGS AND OFFSETS.

DRAWINGS ARE NOT INTENDED TO SHOW IN DETAIL EXACT LOCATIONS ANDCONNECTIONS FOR EQUIPMENT AND ACCESSORIES. FINAL CONNECTIONS SHALL BE ASSHOWN ON APPROVED SHOP DRAWINGS.

MEASUREMENT OF DRAWINGS BY SCALE SHALL NOT BE USED AS DIMENSIONS FORFABRICATION. MEASUREMENTS FOR LOCATING EQUIPMENT, DUCTWORK, PIPING ANDACCESSORIES SHALL BE MADE ON THE JOB SITE AND SHALL BE BASED ON ACTUAL JOBCONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEASUREMENTS.WHERE THE CONTRACTOR PREFABRICATES ANY WORK BASED ON THE DRAWINGSWITHOUT VERIFYING ACTUAL JOB CONDITIONS, THEN THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY AND ALL COSTS INVOLVED IN MAKING CHANGES TOPREFABRICATED WORK WHERE CONFLICTS OCCUR.

THE CONTRACTOR SHALL CHECK CEILING HEIGHTS IN EACH SPACE ON ARCHITECTURALDRAWINGS AND SHALL ARRANGE ALL MECHANICAL WORK TO FIT IN THE SPACE ABOVETHE CEILING ALLOWING FOR ACCESS TO REMOVE TILE. PARTICULAR ATTENTION SHALLBE DIRECTED TOWARD DUCT SIZES AS SHOWN ON DRAWINGS, TO VERIFY THATDUCTWORK ALONG WITH ALL OTHER WORK WILL FIT IN THE SPACE ABOVE THE CEILINGS.AFTER VERIFYING DIMENSIONS, IF THE CONTRACTOR DETERMINES THAT THE WORK WILLNOT FIT IN THE SPACE INDICATED, THEN THE CONTRACTOR SHALL NOTIFY THEARCHITECT/ENGINEER OF THE CONFLICT AND SHALL NOT INSTALL ANY WORK UNTILINSTRUCTIONS ARE RECEIVED FROM THE ARCHITECT/ENGINEER. IF THE CONTRACTORINSTALLS WORK AS SHOWN ON DRAWINGS WITHOUT VERIFYING ADEQUACY OF SPACES,AND THE WORK DOES NOT FIT THE SPACE SHOWN, THEN THE CONTRACTOR SHALL BERESPONSIBLE FOR REARRANGING WORK AND CHANGING DUCT SIZES AS REQUIRED TOFIT THE SPACE AND THE CONTRACTOR SHALL PAY ALL COSTS CONNECTED WITH THECHANGES.

CONTRACTOR SHALL INSTALL DUCTS, PIPING AND EQUIPMENT IN A NEAT ANDWORKMANLIKE MANNER AND SHALL AVOID CONFLICT WITH OTHER WORK. EQUIPMENTSHALL BE SO ARRANGED AND FITTED INTO AVAILABLE SPACE SO THAT WORKING PARTSINCLUDING FILTERS AND LUBRICATION POINTS, AND COIL REMOVAL ARE ACCESSIBLE FORSERVICE WITHOUT DAMAGE TO BUILDING STRUCTURE OR FINISHES OR WITHOUT MOVINGOTHER EQUIPMENT. THE CONTRACTOR SHALL NOT INSTALL ANY EQUIPMENT WHEREPARTS ARE INACCESSIBLE FOR SERVICE.

WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS,MATERIALS, AND EQUIPMENT TO PROVIDE MAXIMUM HEADROOM POSSIBLE.

EXACT LOCATION OF GRILLES & CEILING OUTLETS SHALL BE DETERMINED ON THE JOB.COORDINATE WITH LIGHTS AND ARCHITECTURAL REQUIREMENTS TO PROVIDE AUNIFORM & SYMMETRICAL APPEARANCE. REFER TO ARCHITECTURAL & ELECTRICALDRAWINGS & DETAILS.

CUTTING AND REPAIRING: THE HVAC CONTRACTOR SHALL DO ALL CUTTING ANDREPAIRING OF WALLS, FLOORS, CEILINGS, ETC. NECESSARY FOR THE INSTALLATION OFTHE WORK BUT HE SHALL NOT CUT INTO ANY STRUCTURAL MEMBER WITHOUT THEPERMISSION OF THE ARCHITECT.

PROVIDE UNION OR FLANGE CONNECTIONS IN PIPING AT ALL EQUIPMENT & AS REQUIREDFOR SERVICE.

GENERAL CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE, ABOVECEILING DAMPERS AND EQUIPMENT. COORDINATE LOCATIONS WITH ARCHITECT PRIORTO INSTALLATION.

METAL DUCT:ALL DUCTWORK SHALL BE INSTALLED IN STRICT COMPLIANCE WITH SMACNA, NFPABULLETIN 90A, AND ASHRAE GUIDES. UNLESS OTHERWISE NOTED, DUCTWORK SHALL BEGALVANIZED SHEET STEEL. FIBERGLASS DUCTWORK IS NOT ACCEPTABLE.

ALL EXPOSED SUPPLY AND RETURN DUCTWORK SHALL BE RECTANGULAR GALVANIZEDLINED DUCT WITH PAINT GRIP PRIMER OR DOUBLE WALL INSULATEDSPIRAL DUCT WITH PAINT GRIP PRIMER, U.N.O..

MINIMUM DUCTWORK STATIC PRESSURE CLASS SHALL BE 2-INCH W.G. MINIMUM DUCTSEAL CLASS SHALL BE CLASS "A".

ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. ON RECTANGULAR DUCTS,DIMENSIONS GIVEN FIRST IS DIMENSION SEEN. DUCT DIMENSIONS MAY BE ALTERED ASLONG AS SAME DUCT CROSS SECTIONAL AREA IS MAINTAINED, IN ORDER TO AVOIDINTERFERENCES AS NEEDED.

LOW PRESSURE FLEXIBLE DUCT: FACTORY FABRICATED ASSEMBLY, UL-181, CLASS 1LISTED, HAVING A MINIMUM R-VALUE OF 4.2, EQUAL TO THERMAFLEX "KM". CONNECTDIFFUSERS TO DUCTS WITH MAXIMUM 60-INCH LENGTHS OF FLEXIBLE DUCT CLAMPED ORSTRAPPED IN PLACE.

MANUAL VOLUME DAMPERS: DAMPERS SHALL BE SAME MATERIAL AS DUCTWORK, PERSMACNA. PROVIDE AXLES FULL LENGTH OF DAMPER BLADES AND BEARINGS AT BOTHENDS OF OPERATING SHAFT. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCHDUCTS (ONE PER SUPPLY AND RETURN OUTLET).

FLEXIBLE CONNECTIONS: GLASS FABRIC DOUBLE COATED WITH NEOPRENE, 26 OZ. PERSQUARE YARD, COMPLYING WITH UL 181, CLASS 1. PROVIDE FLEXIBLE CONNECTIONBETWEEN ALL EQUIPMENT AND RIGID DUCTWORK. FABRIC CONNECTIONS SHALL BE ATLEAST 3.5 INCHES WIDE AND HAVE A METAL-EDGED CONNECTOR AT EACH END. PROVIDEMETAL COMPATIBLE WITH CONNECTED DUCTS.

TURNING VANES: GALVANIZED STEEL, COMPLYING WITH SMACNA. VANES SHALL BESINGLE WALL FOR DUCTS UP TO 48 INCHES WIDE AND DOUBLE WALL FOR LARGERDIMENSIONS. ALL 90 DEGREE SQUARE ELBOWS AND TEES SHALL HAVE TURNING VANES(SUPPLY & RETURN DUCT).

DUCT INSULATION:ALL CONCEALED SUPPLY AND RETURN DUCTS SHALL BE INSULATED WITH 2.2 INCH THICKMINERAL-FIBER BLANKET INSULATION, ASTM C533 TYPE II AND ASTM C1290 TYPE III, WITHFACTORY-APPLIED FSK JACKET AND 3/4 LB. NOMINAL DENSITY, EQUAL TO CERTAINTEED"SOFTTOUCH DUCT WRAP".

ALL OUTDOOR SUPPLY AND RETURN DUCTS SHALL BE INSULATED WITH 1.5 INCH THICKMINERAL-FIBER BOARD INSULATION, ASTM C612 TYPE IA OR TYPE IB, WITHFACTORY-APPLIED FSK JACKET AND 2 LB. NOMINAL DENSITY, EQUAL TO CERTAINTEED"CERTAPRO COMMERCIAL BOARD". INSTALL FIELD-APPLIED ALUMINUM JACKET, 0.0020INCH THICK, OVER INSULATION MATERIAL ON ALL OUTDOOR SUPPLY AND RETURN DUCTS.

DUCT LINER (NON-ACOUSTIC) SHALL BE 1 INCH THICK FLEXIBLE CLOSED-CELLELASTOMERIC DUCT LINER, COMPLYING WITH ASTM C534 TYPE II AND NFPA 90A OR NFPA90B, EQUAL TO ARMACELL "AP ARMAFLEX".

ACOUSTIC DUCT LINER SHALL BE 1 INCH THICK FLEXIBLE CLOSED-CELL ELASTOMERICDUCT LINER, COMPLYING WITH ASTM C534 TYPE II AND NFPA 90A OR NFPA 90B, EQUAL TOARMACELL "AP COILFLEX".

CONDENSATE DRAIN PIPING:ALL CONDENSATE DRAIN PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC WITHSOLVENT WELD JOINTS, CONFORMING TO ASTM D 1785, ASTM D 2466, AND ASTM 2564.

CONTROLS:PROVIDE AND INSTALL CONTROL WIRING AND 7-DAY PROGRAMMABLE THERMOSTATS ASREQUIRED UNLESS OTHERWISE SPECIFIED. MOUNT THERMOSTATS 4'-0" A.F.F.

ELECTRICAL:ALL EQUIPMENT FURNISHED UNDER THIS DIVISION SHALL COMPLY WITH THE CURRENTEDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND THE REQUIREMENTS OFDIVISION 26. ALL POWER WIRING AND FINAL POWER CONNECTIONS TO THE SYSTEMSHALL BE PROVIDED UNDER DIVISION 26. CONTROL WIRING (120V AND LESS) SHALL BEPROVIDED UNDER DIVISION 23 AND EXTEND FROM THE INDICATED 120V POWER CIRCUITINDICATED ON THE ELECTRICAL DRAWINGS. ALL ELECTRICAL CHARACTERISTICS SHALLBE TAKEN FROM THE ELECTRICAL DRAWINGS AND SPECIFICATIONS AND COORDINATEDPRIOR TO ORDERING THE EQUIPMENT. ALL WIRING IN THE CEILING PLENUM SHALL BEPLENUM-RATED CABLE OR INSTALLED IN CONDUIT.

MOTORS AND STARTERS:PROVIDE MOTORS, STARTERS, VARIABLE FREQUENCY DRIVES, PUSH BUTTONS, THERMAL

OVERLOAD SWITCHES, AND CONTACTORS FOR EQUIPMENT COVERED HEREIN UNLESSOTHERWISE SPECIFIED. INSTALLATION OF STARTERS, PUSH BUTTONS, THERMALOVERLOAD SWITCHES, AND CONTACTORS (NOT FACTORY INSTALLED) IS SPECIFIEDUNDER DIVISION 26.

CLEANING AND ADJUSTING:CLEAN ALL GREASE, OIL, PAINT, AND OTHER CONSTRUCTION DEBRIS FROM THEEXTERIOR SURFACES OF ALL MECHANICAL EQUIPMENT, PIPING, AND DUCTS. CLEAN ALLDUCTS, PLENUMS, AND CASINGS OF DEBRIS AND BLOWN FREE OF ALL PARTICLES OFRUBBISH AND DUST PRIOR TO INSTALLATION OF OUTLET FACES.

BEARINGS THAT REQUIRE LUBRICATION SHALL BE LUBRICATED IN ACCORDANCE WITHTHE MANUFACTURER'S RECOMMENDATIONS. ALL CONTROL EQUIPMENT SHALL BEADJUSTED TO THE SETTINGS INDICATED OR REQUIRED FOR PERFORMANCE ASSPECIFIED. REMOVE ALL STICKERS, RUST, STAINS, LABELS, AND TEMPORARY COVERSBEFORE FINAL ACCEPTANCE. REMOVE FOREIGN MATTER FROM EQUIPMENT, PIPING ANDDUCTWORK SYSTEMS AND APPURTENANCES. CLEAN AND POLISH IDENTIFICATIONPLATES.

REMOVE ALL TRASH AND DEBRIS FROM THE JOBSITE ON A DAILY BASIS.

TESTING, ADJUSTING, AND BALANCING:ALL WORK SHALL BE TESTED AND BALANCED BY AN INDEPENDANT CERTIFIED TABSPECIALIST. TAB SPECIALIST SHALL BE CERTIFIED BY AABC, NEBB, OR TABB.

SUBMIT FINAL TEST AND BALANCE REPORT FOR REVIEW AND APPROVAL PRIOR TOTURN-OVER OF FINAL PROJECT.

HVAC GENERAL NOTES:HVAC LEGEND

DESCRIPTIONSYMBOL

SUPPLY DIFFUSER

MARK/CFM (SEE DIFFUSER/GRILLE SCHEDULE)

30/14

T

RETURN AIR GRILLE

DUCT SIZE (WIDTH/HEIGHT)

MANUAL VOLUME DAMPER

THERMOSTAT, WALL MOUNTED

ROUND (DIAMETER)

AIR FLOW DIRECTION

FLEX DUCT (LOW PRESSURE)

100A

NEW DUCTWORK

SA SUPPLY AIR

RA RETURN AIR

EA EXHAUST AIR

OA OUTDOOR AIR

U.N.O. UNLESS NOTED OTHERWISE

SIDEWLL GRILLE

CEILING MOUNTED EXHAUST FAN

WINTER COMMENTS

OUTDOORSINDOORS

SUMMER

DESIGN CONDITIONS

VENTILATION RATES BASED ON ASHRAE 62.1-2013

OUTDOOR AIR QUANTITIES BASED ON ASHRAE 62.1-2013

21°Fdb94°Fdb / 75°Fwb70°Fdb75°Fdb 50%RH

1 21 2

3

BASED ON SOUTH CAROLINA ENERGY CODE

1

2

3

0C

VW

ISS

UE

D F

OR

CO

NS

TRU

CTI

ON

09/1

4/18

UP

UP

TLT. RM.104

TLT. RM.103

TOWN HALLCLERK

111

CPW CLERK110

VAULT109

POLICE101

ENTRY100

CORRIDOR105

CORR.102

STORAGE108

CORRIDOR106

ELEC.113

JAN.114

VESTIBULE112

PROPERTY117

STORAGE115

RTU-2 RTU-1

55SD-1

50SD-1

55SD-2

85SD-2

70SD-1

205SD-3

205SD-3

205SD-3

150SD-3

130SD-3

130SD-3

210SD-3

80SD-4

80SD-4

70SD-4

145SD-5

50RG-1

85RG-2

150RG-3

460RG-4

605RG-5

230RG-6

205RG-7

EF-1

EF-2

EF-3

6"Ø

6"Ø

6"Ø

WALL CAP(TYP.)

6" THICK CONC.EQUIP. PAD (TYP.)

18/1

6

18/1

68/

8

20/14

12/1

2

12/6

16/12

14/10

12/8

14/14

6"Ø

8/8

10/1

06/

8

12/12

12/1

06/

10

6/8

18/16 RA DUCTWORKUP TO SECOND FLOOR.SEE 2/M-101 FOR CONT.

18/16 SA DUCTWORKUP TO SECOND FLOOR.SEE 2/M-101 FOR CONT.

18/1

6

18/1

6

12/1

0

T

EVIDENCE107

HIGH SECURITYEVIDENCE

118

INTERVIEW116

65RG-1

110EG-1

EF-4

10/10 10/101

EL-1


40EG-2

65SD-5

UP

OFFICE201

OFFICE202

OFFICE204

OFFICE203

OFFICE206

OFFICE207

MEETING ROOM208

STAIRS200

CORRIDOR205

125SD-3

120SD-3

125SD-3

125SD-3

140SD-3

125SD-3

310SD-6

70SD-2

160SD-3

145SD-3

310SD-6

340RG-8

335RG-8

125RG-3

150RG-3

135RG-3

115RG-2

60RG-2

290RG-8

290RG-8

18/1

6

18/1

6

8"Ø

8"Ø

8"Ø

8"Ø

12/12 8/10

16/1

4

10"Ø

8"Ø

12/12

10/1

2

10"Ø

10/1014/12

16/1

4

8/812/8

10/1

0

6/6

8/8

10/1

012/12

18/16 SA DUCTWORKUP FROM FIRST FLOOR.SEE 1/M-101 FOR CONT.

18/16 RA DUCTWORKUP FROM FIRST FLOOR.SEE 1/M-101 FOR CONT.

8"Ø

8"Ø

125SD-3

120SD-3

T

HVAC CONSTRUCTION NOTES:1 - PROVIDE CEILING ACCESS PANEL FOR SERVICE

AND/OR REMOVAL OF EF-4, PER 2015 IMC.

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1/4" = 1'-0"

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FIRST FLOOR HVAC PLAN1M-101

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SECOND FLOOR HVAC PLAN2M-101

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AS NOTED

M-201 0

HVAC SCHEDULESAND DETAILS

E.S.P."W.C. NOTES

MCA MOCPNOMINAL

CFM

PACKAGED GAS/ELECTRIC UNIT SCHEDULE

MARKV/Ø/Hz

O.A.CFM

BASIS OF DESIGNELECTRICAL

1

COOLING MBH

TOTAL SENSIBLE(TRANE P/N)

230/1/606039.10.52,0004YCC4060RTU-1 150 58.0 45.5

3HORIZONTAL DISCHARGE

HEATING

90.0 81

INPUTMBH

MINIMUMEFFICIENCY

42 ECONOMIZER WITH MOTORIZED

DAMPER AND BAROMETER RELIEF

PROVIDE UNIT WITH MOTORIZEDOUTDOOR AIR DAMPER

MIN MERV 6 FILTER

11.5/14.0

SEERMIN.

EER/

3 41 2230/1/60600.52,000RTU-2 160 58.0 45.5

5 MOCP IS FORFUSE SIZE

53 41 2 539.190.0 81 11.5/14.04YCC4060

NOTESMATERIAL

ALUM.STEELCEILINGMOUNTING

SIDEWALLFACE NECKSIZE (INCHES)

AIR DISTRIBUTION DEVICE SCHEDULE

MARKDUCT

THROWDEVICE CONN.1 2 3

BASIS OF DESIGNMANUF. MODEL NO.

1

SD-1 6"Ø X 4 X XSD-2

TMSTITUS

DUCT RUNOUT SIZE SAME AS

12/12

RG-1RG-2

6"Ø X 4 X X TMSTITUS24/2421

6/6 X - X12/12 X PARTITUSX - X24/24 X PARTITUS

-8/824/24

8"Ø24/24SD-3 X 4 X X TMSTITUS

RG-36/6

X X X PARTITUS

21

21

8/68/6SD-4

12/1224/24RG-4

X 1 X X 300RSTITUS

-X X X PARTITUS

8/68/6SD-5 X 1 X X 300RSTITUS 1

RG-5RG-6

22/22 X - X24/24 X PARTITUSX - X8/8 X 350RLTITUS8/8

SD-6 10"Ø X 4 X X TMSTITUS24/24

LEGEND1. SYMBOL KEY - FIRST LETTER: S-SUPPLY, R-RETURN, E-EXHAUST, T-TRANSFER AND D-DOOR.

2. CONNECTIONS - 1. ROUND DUCT TO ROUND NECK.

3. FIELD PAINT ALL SUPPLIES AND RETURNS TO MATCH CEILING AND/OR WHITE FINISH OTHERWISE.

4. 1, 2, 3 AND 4-WAY AND DOUBLE DEFLECTION (DD) AIR DEVICES ARE INDICATED IN "THROW" COLUMN.

(DEVICE CONN.COLUMN)

2. ROUND DUCT TO RECTANGULAR NECK.

SECOND LETTER: D-DIFFUSER, R-REGISTER AND G-GRILLE.

3. RECTANGULAR DUCT TO RECTANGULAR NECK.

2 PROVIDE WITH R-6 FOIL-BACKED INSULATION

RG-7RG-8

12/6 X - X12/6 X 350RLTITUSX - X24/24 X PARTITUS10/10

NECK CONNECTION SIZE, U.N.O.3 SEE DETAIL 8/M-201

21

21

21

21

21

31

21

1

TYPE

EXHAUST FAN SCHEDULE

MARKNOTESCFM

NOM. FRPM V/Ø/HzELECTRICALESP

(IN WC) SONES

CEILINGEF-1 70 850 115/1/600.25 2.7 1EF-2

CEILINGEF-3 50 675 115/1/600.25 1.6

WATTS

27115/1/60

16CEILING 70 8500.25 2.727

2

1 2

GREENHECK

MANUFACTURER MODELNO.

SP-L80

BASIS OF DESIGN

GREENHECKGREENHECK

SP-L80SP-B70

BACKDRAFT DAMPER1 2INTERLOCK WITH LIGHTS

1 2

UNIT COOLINGCOIL DRAIN PAN

COOLING COIL

OPEN @ TOP

SLOPE TODRAIN

CLEANOUTPLUG

UNION

JH

1" M

IN.

DRAW-THRU

L

2. EXTEND DRAIN PIPING TO SPECIFIED LOCATION ON HVAC PLAN.1. DRAIN LINE CONNECTION SIZE SAME AS UNIT DRAIN SIZE.NOTES:

3. DRAIN LINE TO BE SUPPORTED EVERY 4' WITH 3/8" RODAND LIGHT-DUTY CLEVIS HANGER

PRESSURE) + 1"4. H = (1" FOR EACH 1" OF MAXIMUM NEGATIVE STATIC

5. J = 1/2 OF H6. L = H + J + PIPE DIA.

NO SCALEDETAIL - CONDENSATE DRAIN TRAP

NEGATIVE PRESSURE TRAP

*

*

DETAIL - TYPICAL LOW PRESSUREBRANCH DUCT TAKE OFF

NO SCALE

DAMPERVOLUMEHAND

45°

MAIN L.P. SUPPLY AIR DUCT

L.P.BRANCH

- EQUALS 1/4 WIDTH OF BRANCH DUCT, 4" MIN.

DUCT

FLOWAIR

WIDTH AND/OR DEPTHUSE FOR ELBOWS UP TO 36" INSMALL DOUBLE VANE ELBOW

45° 45°4 1/2"R

DETAIL - TYPICAL ELBOW

FRONT VIEW SIDE VIEW

WIDTH (W)

DE

PTH

(D)

4" MIN.(TYP.)

NOTES:1. ALL SQUARE OR RECTANGLE ELBOWS SHALL HAVE ONE OF THE TWO TYPES OF TURNING VANES SHOWN ABOVE. SINGLE VANE ELBOWS WILL NOT BE PERMITTED, UNLESS SPECIFICALLY INDICATED.

2. VANES SHALL BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA.

3. ALL SQUARE OR RECTANGLE ELBOWS SHOWN ON PLANS FOR EXHAUST OR RETURN DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTALLATION.

4. ALL SQUARE OR RECTANGULAR ELBOWS SHOWN ON PLANS FOR SUPPLY DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTALLATION AND/OR THERE ISN'T AN OUTLET OR TAKE-OFF WITHIN 5D ON THE DOWNSTREAM SIDE OF THE ELBOW.

LARGE DOUBLE VANE ELBOWUSE FOR ELBOWS 36" OR WIDERAND ANY DEPTH

2 1/4"R

2 1/4" 2 1/4"

3 1/

4"

1 1/8" 1 1/8"

45° 45°

2"R

1"R

NO SCALE

NO SCALEDETAIL - ONE GRILLE RETURN PLENUM BOX

SUPPORT FROMSTRUCTURE (TYP.)

RETURN DUCT

FABRICATE SHEET METALPLENUM RETURN BOX OVER(1) RETURN GRILLE. BOXTO BE ACOUSTICALLY LINED

NO SCALE

FLEX DUCT TAKE-OFF DETAIL

BRACKETINSULATION STAND-OFFOPERATOR w/VOLUME DAMPER

SMACNA STANDARDSAND WILL NOT BE ALLOWED PERTAKE OFFS ARE NOT ACCEPTABLEOR EQUAL. SPIN-IN OR SCOOPTAKE OFF w/ GASKET FLANGECROWN # 3300-DS 45°

AIR FLOW

SUPPLY AIR DUCT

90° METAL ELBOW

NYLON STRAPAPPLIED WITHPANDUIT TOOL

DIFFUSER

FLEX DUCT LENGTH72" MAXIMUM; MAX.SAG 1/2" PER FOOTOF SUPPORT SPACING

SUPPORT FROMSTRUCTURE ABOVE

(TYPICAL)

FLANGED CONN.ON FAN OR AIR

1" FLANGE & HEM

ALTERNATE POSITIONOF BOLT

BOLT ON 4" CENTERS

1" X 1/8" BAND IRON

SHEET METAL ASSPECIFIED FORDUCTWORK

WASHER

FLEXIBLE MATERIALAS SPECIFIED DUCT

SHEET METAL ASSPECIFIED FORDUCTWORK

1 1/2" POCKET SLIP

1 1/2" MIN. TO 3" MAX.INSTALLED. 6" NORMALWITH MAT. TAUT.

HANDLING UNIT

NO SCALERECTANGULAR FLEXIBLE CONNECTION DETAIL9

M-201

11M-201

12M-201

8M-201

4M-201

3M-201

4 OPPOSED BLADE DAMPER

41

41

INLINEEF-4 150 1,550 115/1/600.25 4.6- 2 3GREENHECK SQ-70-D

HP

-

--

1/30

CONTINUOUS OPERATION3 MOTOR SIDE GUARD4

4

EG-1 X - X10/10 X 350RLTITUS10/10 1

TYPE

LOUVER SCHEDULE

MARK NOTESLOUVER SIZE ELEV. (FT. A.F.F.)BOT. OF LOUVERCFMBASIS OF DESIGN

(GREENHECK P/N)MIN. FREE AREA

(FT )2

1 BIRDSCREEN 2 WELDED CONSTRUCTION 3 FLANGED FRAME 4 PREFINISH WITH BAKED ON "KYNAR" FINISH

EXHAUSTEL-1 ESD-202 150 1 2 3 412"x12" 0.15 10'-0"

EG-2 X - X12/12 X PARTITUS6/6 41

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GARAGE AREAG100

GARAGE AREAG100

CORRIDORG101

OFFICEG103

ADA TOILETG104

STORAGEG105

BREAK ROOMG102

UH-1

T

WH-1

AHU-1

OHP-1

EF-5

200SD-7

150SD-7

250SD-8

175RG-9

375RG-10

1

EXISTING SIDEWALLEXHAUST FAN

12/12

10"Ø

6"Ø

12/12

8/8

10/10

8/12

6" THICK CONC.EQUIPMENT PAD

RTV-1 (ON ROOF)

2

WALL CAP

4" FLUE UP THRUROOF TO VENT CAP

T

HVAC CONSTRUCTION NOTES:1 - EXISTING SIDEWALL EXHAUST FAN TO REMAIN.

REMOVE AND REPLACE BACKDRAFT DAMPER.

- 8/8 OA DUCT DOWN FROM RTV-1 ON ROOF.PROVIDE MANUAL VOLUME DAMPER IN OADUCTWORK.

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SCALE: 1/4" = 1'-0"

12 FT.8421.50

MNBCVW

1/4" = 1'-0"

MALT02 0


HVAC PLAN

SCALE: 1/4" = 1'-0"

HVAC PLAN1MALT02

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09/1

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MCA MOCP

OUTDOOR HEAT PUMP UNIT SCHEDULE

ELECTRICAL

V/Ø/HzMARK

COOLING MBH

TOTAL SENSIBLE

REFRIG. O.D.

LIQUID SUCTION

HEATING BTU/HRHI TEMP.

230/1/602012OHP-1 17.8 13.7 3/8 3/4 14.511,200


4TWR4018DTRANE

BASIS OF DESIGNNOTES

E.S.P."W.C. NOTES

MCA MOCP

NOM.CFM

AIR HANDLING UNIT SCHEDULE

MARKV/Ø/Hz

MAX.O/A

ELECTRICAL(SINGLE POINT CONN.)

1 2FIELD ROUTE CONDENSATE DRAINPIPING TO OUTDOORS

STRIP HEATEMERGENCY

KW @ 240V

230/1/6025240.5600TRANEAHU-1 50 3.84


GAM5B0A18M

BASIS OF DESIGN

FIELD ROUTE REFRIGERANT PIPINGTO CORRESPONDING OHP U.N.O.

1 2

3 MIN. MERV 6 FILTER

3

GAS UNIT HEATER SCHEDULE

MARK BASIS OF DESIGN(REZNOR P/N)

UH-1 UDAS-45

INPUT MBH MIN. EFF.HEATING

45.0 83.0

CFM

630 10' 0"

AMPS V/Ø/HzELECTRICAL

2.4 115/1/60

NOTES

1 HORIZONTAL DISCHARGE. 3 PROVIDE SINGLE-STAGE ROOM

2 POWER DISCONNECT SWITCH.THERMOSTAT WITH SUMMER/WINTER SWITCH.

321

ELEVATION(A.F.F.)

QUANTITY

1

ELECTRIC WALL HEATER SCHEDULE

MARK BASIS OF DESIGN(QMARK P/N)

WH-1 CWH1101DSF

NOTES

1 2

BTU/HR V/Ø/HzELECTRICAL

3,400 115/1/60

AMPSWATTS

8.41,000

1

2

DISCONNECT SWITCH

CONTROLLED BY INTEGRALTAMPER RESISTANT THERMOSTAT

SEERMIN.

TYPE

EXHAUST FAN SCHEDULE

MARKNOTESCFM

NOM. FRPM V/Ø/HzELECTRICALESP

(IN WC) SONES

CEILINGEF-5 70 850 115/1/600.25 2.7 1

WATTS

27 2GREENHECK


SP-L80

BASIS OF DESIGN

BACKDRAFT DAMPER1 2INTERLOCK WITH LIGHTS

NOTESMATERIAL

ALUM.STEELCEILINGMOUNTING

SIDEWALLFACE NECKSIZE (INCHES)

AIR DISTRIBUTION DEVICE SCHEDULE

MARKDUCT

THROWDEVICE CONN.1 2 3

BASIS OF DESIGNMANUF. MODEL NO.

1

SD-7 8"Ø X 4 X XSD-8

TMSTITUS

DUCT RUNOUT SIZE SAME AS

24/24

RG-9RG-10

10"Ø X 4 X X TMSTITUS24/2421

8/8 X - X24/24 X PARTITUSX - X24/24 X PARTITUS10/10

21

LEGEND1. SYMBOL KEY - FIRST LETTER: S-SUPPLY, R-RETURN, E-EXHAUST, T-TRANSFER AND D-DOOR.

2. CONNECTIONS - 1. ROUND DUCT TO ROUND NECK.

3. FIELD PAINT ALL SUPPLIES AND RETURNS TO MATCH CEILING AND/OR WHITE FINISH OTHERWISE.

4. 1, 2, 3 AND 4-WAY AND DOUBLE DEFLECTION (DD) AIR DEVICES ARE INDICATED IN "THROW" COLUMN.

(DEVICE CONN.COLUMN)

2. ROUND DUCT TO RECTANGULAR NECK.

SECOND LETTER: D-DIFFUSER, R-REGISTER AND G-GRILLE.

3. RECTANGULAR DUCT TO RECTANGULAR NECK.

2 PROVIDE WITH R-6 FOIL-BACKED INSULATIONNECK CONNECTION SIZE, U.N.O.

21

21

TYPE

ROOFTOP VENTILATOR SCHEDULE

MARK NOTESTHROAT SIZECFMBASIS OF DESIGN(GREENHECK P/N)

THROAT AREA(FT )2

INTAKERTV-1 GRSI-8 8" x 8"50 1.3 1 2 3

QTY

1

1 BIRDSCREEN 2 FLASHING FLANGE 3 PAINT TO MATCH ROOF COLOR 4 BACKDRAFT DAMPER

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Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

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LOC

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:

1 2 3 4

A

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1 2 3 4

SCALE:

DATE:

DRAWING NO.





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TH C

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NA

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291

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3606.1704

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JAP/JFPFAK

AS NOTED

E-001 0

ELECTRICALGENERAL NOTES

AND LEGEND

GENERALTHESE GENERAL NOTES PRESENT AND/OR SUMMARIZE KEY PRODUCT INFORMATION FORTHE PLAN READER'S CONVENIENCE. SEE PLANS AND SPECIFICATIONS FOR FURTHERREQUIREMENTS.

WORK COVERED BY THIS DOCUMENT SHALL INCLUDE ALL LABOR, MATERIAL, PRODUCTS,AND SERVICES FOR, AND INCIDENTAL TO, INSTALLATION OF COMPLETE AND OPERATINGELECTRICAL SYSTEMS DRAWN OR SPECIFIED.

ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODESINCLUDING, BUT NOT LIMITED TO, THE NATIONAL ELECTRICAL CODE (NFPA 70-2014). ALLMATERIALS SHALL BE NEW AND UL LISTED/LABELED AS APPROPRIATE. FINAL LOCATIONSFOR ROUGH-INS SHALL BE VERIFIED WITH ACTUAL EQUIPMENT BEING CONNECTED.SUPPORT AND ATTACH ELECTRICAL EQUIPMENT IN ACCORDANCE WITH SEISMICCONDITIONS AS DETERMINED BY THE STRUCTURAL ENGINEER/BUILDING DESIGNER ANDTHE INTERNATIONAL BUILDING CODE 2015. AFTER COMPLETING INSTALLATION, REMOVEBURRS, DIRT, AND CONSTRUCTION DEBRIS FROM ALL ELECTRICAL WORK.

COORDINATE OUTLET LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS ANDDETAILS.

COORDINATE HVAC AND PLUMBING EQUIPMENT LOCATIONS WITH MECHANICAL PLANS,ELEVATIONS AND DETAILS.

COORDINATE SITE LIGHTING AND SITE UTILITIES WITH LANDSCAPING/CIVIL PLANS ANDDETAILS.

ALL SIGNAL RACEWAYS SHALL BE 3/4" DIA. MIN. UNLESS OTHERWISE NOTED.

COORDINATE ELECTRICAL SERVICE AND METERING REQUIREMENTS WITH SERVINGUTILITY PRIOR TO BID AND INSTALLATION.

COORDINATE SIGNAL SERVICE REQUIREMENTS WITH SERVING UTILITY.

ELECTRICAL INSTALLATION SHALL BE SEISMIC BRACED PER APPLICABLE SECTIONS OFTHE STANDARD BUILDING CODE.

CONSULT MANUFACTURERS' SHOP DRAWINGS FOR REQUIREMENTS AND EXACTLOCATION OF ELECTRICAL CONNECTIONS FOR EQUIPMENT FURNISHED BY OTHERS.BRANCH-CIRCUIT WIRING SHALL MEET ALL REQUIREMENTS OF THE EQUIPMENTMANUFACTURER.

SIZE DISCONNECT SWITCHES AND OVERCURRENT PROTECTION IN ACCORDANCE WITHTHE EQUIPMENT MANUFACTURERS' RECOMMENDATIONS AND THE N.E.C.

SIZE FUSES IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS'RECOMMENDATIONS AND THE N.E.C.

INSTALL JUNCTION BOXES, CONDUIT BODIES, AND HANDHOLE ENCLOSURES SUCH THATWIRING WITHIN IS ACCESSIBLE IN ACCORDANCE WITH NEC 314.29.

MOUNTING HEIGHT DIMENSIONS FOR WIRING DEVICES ARE FROM THE FINISHED FLOORUP TO THE CENTER OF THE OUTLET BOX.

CENTER OUTLETS HORIZONTALLY IN ARCHITECTURAL FEATURES.

DO NOT SCALE DRAWINGS. DEVICE LOCATIONS ARE APPROXIMATE UNLESSDIMENSIONED. ACTUAL DEVICE LOCATIONS SHALL BE FIELD COORDINATED WITH ALLOTHER TRADES AND APPLICABLE CODES.

INSTALL PHOTO CELL(S) ABOVE ROOF. ORIENT TO NORTHERN EXPOSURE AND SHIELDFROM EXTRANEOUS LIGHT. PROVIDE FLASHING AND SEAL ROOF PENETRATION(S).

INSTALL ADDITIONAL BRANCH-CIRCUIT CONDUCTORS TO PROVIDE UN-SWITCHEDCONNECTION TO EACH EMERGENCY FIXTURE BATTERY.

DO NOT USE COMMON NEUTRALS FOR MULTI-WIRE CIRCUITS. INSTALL A NEUTRAL FOREACH PHASE.

ALL CONDUCTORS SHALL BE NO SMALLER THAN #12.

GENERAL CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL INACCESSIBLE,ABOVE-CEILING ELECTRICAL EQUIPMENT AND JUNCTION BOXES PER 2014 NEC SECTION314.29. COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

CONDUCTORSINSULATION SHALL COMPLY WITH NEMA WC 5. CONDUCTORS #8 AWG AND LARGER SHALLBE CONCENTRIC STRANDED. CONDUCTORS #10 AND SMALLER SHALL BE SOLID.

TYPE AND INSULATION (SERVICE): COPPER, TYPE THWNTYPE AND INSULATION (FEEDER): COPPER, TYPE THHN/THWNTYPE AND INSULATION (BRANCH): COPPER, TYPE THHN/THWN COPPER, TYPE MC

COLOR CODING (120/240 V, 1Ø): A-BLACK, B-RED, N-WHITE, G-GREEN

RACEWAYSCONDUIT BODIES AND FITTINGS FOR RIGID METAL CONDUIT SHALL BE CAST THREADEDTYPE. CONDUIT FITTINGS FOR ELECTRICAL METALLIC TUBING SHALL BE COMPRESSIONTYPE. INSTALL 200 lb NYLON PULL CORD IN ALL EMPTY RACEWAYS FOR FUTURE USE.APPLY FIRESTOPPING TO ELECTRICAL PENETRATIONS OF FIRE-RATED FLOOR AND WALLASSEMBLIES TO RESTORE ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLY.

OUTDOORS EXPOSED: RIGID GALVANIZED STEEL CONFORMING TO ANSI C80.5OUTDOORS UNDERGROUND: RIGID NONMETALLIC CONDUIT (SCHEDULE 40 PVC)CONFORMING TO NEMA TC 2OUTDOORS CONNECTED TO VIBRATING OR MOTORIZED EQUIPMENT: LIQUIDTIGHTFLEXIBLE METAL CONDUIT CONFORMING TO UL 360INDOORS CONCEALED: ELECTRICAL METALLIC TUBING CONFORMING TO ANSI C80.3INDOORS EXPOSED: ELECTRICAL METALLIC TUBING CONFORMING TO ANSI C80.3INDOORS CONNECTED TO VIBRATING OR MOTORIZED EQUIPMENT: FLEXIBLE METALLICCONDUIT CONFORMING TO UL 1

OUTLET BOXESBOXES SHALL COMPLY WITH NEMA OS 1 AND SHALL BE SHEET METAL TYPE WITHPLASTER RING IN DRY LOCATIONS. BOXES SHALL COMPLY WITH NEMA FB 1 AND SHALL BECAST METAL TYPE FD WITH GASKETED COVER IN DAMP OR WET LOCATIONS.

PULL AND JUNCTION BOXESBOXES SHALL BE HOT-DIPPED GALVANIZED STEEL. BOX COVERS SHALL BE GASKETEDTYPE WITH SCREWED OR BOLTED FASTENERS.

WIRING DEVICESDEVICES SHALL COMPLY WITH NEMA WD 1 AND WD 6. DEVICES SHALL BE COMMERCIALSPECIFICATION GRADE OR BETTER. ALL DEVICES SHALL BE OF THE GROUNDING TYPE.DEVICES SHALL BE MOUNTED FLUSH WITH THE LONG DIMENSION VERTICAL ANDGROUNDING TERMINAL OF RECEPTACLES ON TOP. SWITCHES SHALL BE QUIET TYPE,RATED 20 AMPERES AT 120/277 VOLTS. GROUND FAULT CIRCUIT INTERRUPTERS SHALL BEFEED-THROUGH TYPE. WEATHERPROOF COVERS SHALL BE PROVIDED IN DAMP OR WETLOCATIONS. PROGRAM OCCUPANCY SENSORS FOR FIFTEEN MINUTES WITH MEDIUMSENSITIVITY. TRAIN OWNER TO ADJUST TIME AND SENSITIVITY.

DEVICE COLOR: SELECTED BY ARCHITECT.DEVICE COVER: SMOOTH PLASTIC WITH COLOR TO MATCH DEVICE COLOR

ELECTRICAL IDENTIFICATIONIN ADDITION TO CODE-REQUIRED LABELING, ALL PANELBOARDS, ELECTRICALENCLOSURES, TRANSFORMERS, AND DISCONNECT SWITCHES SHALL BE IDENTIFIED WITHAN ENGRAVED PLASTIC LAMINATED NAMEPLATE. LETTERING SHALL BE 1/2" INCHES HIGHAND SHALL BE WHITE ON A BLACK BACKGROUND. NAMEPLATES SHALL BE ATTACHED TOEQUIPMENT WITH STAINLESS STEEL SELF-TAPPING SCREWS. CONTRACTOR TOCOORDINATE WITH THE UTILITY COMPANY TO DETERMINE THE AVAILABLE FAULTCURRENT AT THE PANEL LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR TOPROVIDE ELECTRICAL EQUIPMENT WITH AIC RATING OVER THE CALCULATED FAULTCURRENT. CALCULATED FAULT CURRENT SHALL BE LISTED ON EACH PIECE OFELECTRICAL EQUIPMENT. CONTRACTOR TO PROVIDE AND AFFIX ARC FLASH WARNINGLABELS ON ALL ELECTRICAL SWITCHBOARDS, PANELBOARDS, MOTOR CONTROLCENTERS, LOAD CENTERS, DISCONNECTS AND ENCLOSED CIRCUIT BREAKERS PER 2014NEC ARTICLE 110.16.

GROUNDINGGROUNDING AND BONDING COMPONENTS SHALL COMPLY WITH UL 467. AN INSULATEDEQUIPMENT-GROUNDING CONDUCTOR SHALL BE INSTALLED WITH CIRCUIT CONDUCTORSFOR ALL FEEDER AND BRANCH CIRCUITS. EXOTHERMIC-WELDED CONNECTIONS SHALL BEUSED FOR ATTACHMENT TO STRUCTURAL STEEL AND UNDERGROUND CONNECTIONS.GROUNDING ELECTRODES SHALL BE 3/4" x 10' COPPERWELD TYPE.

PANELBOARDSPANELBOARDS SHALL COMPLY WITH NEMA PB 1. SHOP DRAWINGS FOR EACHPANELBOARD SHALL BE SUBMITTED AND SHALL INCLUDE BUS CONFIGURATION ANDCURRENT RATINGS, OVERCURRENT DEVICE ARRANGEMENT AND SETTINGS, ANDPANELBOARD SHORT CIRCUIT RATING. PHASE AND NEUTRAL BUSSES SHALL BE COPPER.AN EQUIPMENT GROUND BUS SHALL BE PROVIDED AND SHALL BE BONDED TO THE PANELBOX. PANELBOARDS WITH A MAIN SERVICE DISCONNECT SHALL BE LISTED FOR USE ASSERVICE EQUIPMENT. PANELBOARD TRIM SHALL BE BOLT-ON TYPE. CIRCUIT BREAKERSSHALL BE BOLT-ON TYPE. CIRCUIT BREAKERS SHALL BE LISTED FOR SWD, HID OR HACRUSE AS APPROPRIATE. MULTI-POLE CIRCUIT BREAKERS SHALL HAVE A COMMON TRIP.TANDEM CIRCUIT BREAKERS SHALL NOT BE USED. FILLER PLATES SHALL BE INSTALLED INUNUSED SPACES. A TYPED CIRCUIT DIRECTORY SHALL BE INSTALLED ON THE INSIDE OFTHE PANELBOARD DOOR.

FUSESFUSES SHALL BE NEMA FU 1 CARTRIDGE TYPE. VOLTAGE RATING SHALL BE CONSISTENTWITH CIRCUIT VOLTAGE. ARRANGE FUSES IN FUSIBLE DEVICES SO FUSE RATINGS AREREADABLE WITHOUT REMOVING FUSE. INSTALL TYPEWRITTEN LABELS ON INSIDE DOOROF EACH FUSIBLE DEVICE TO INDICATE FUSE REPLACEMENT INFORMATION.

MOTOR FEEDER AND BRANCH CIRCUITS: UL CLASS RK5, TIME DELAYOTHER FEEDER AND BRANCH CIRCUITS: UL CLASS RK1, NON-TIME DELAY

DISCONNECT SWITCHESSWITCHES SHALL BE FUSED OR NONFUSED NEMA KS 1 TYPE HD. SWITCHES SHALL BEHANDLE LOCKABLE AND INTERLOCKED WITH COVER IN CLOSED POSITION. ENCLOSURESSHALL BE NEMA TYPE 1 IN INDOOR LOCATIONS AND NEMA TYPE 3R IN OUTDOORLOCATIONS. HVAC EQUIPMENT DISCONNECTS ARE TO BE CONSIDERED ELECTRICALEQUIPMENT AND SHALL BE INSTALLED TO MAINTAIN WORKING SPACE PER 2014 NECARTICLE 110.26.

INTERIOR LIGHTINGFIXTURE MOUNTING HARDWARE AND TRIM SHALL BE COORDINATED WITH THE CEILINGSYSTEM. RECESSED FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURALSYSTEM. FLUORESCENT FIXTURE BALLASTS SHALL BE CBM LABELED, CLASS P, SOUNDRATING "A", ELECTRONIC, HIGH POWER FACTOR TYPE.

VOICE AND DATA SYSTEMSPROVIDE EMPTY INFRASTRUCTURE ONLY. INSTALL BLANK FACEPLATES FOR OUTLETS.USE A CONDUIT BUSHING OR INSULATED FITTING TO TERMINATE STUB-UPS. PROVIDEPULL STRING IN EACH CONDUIT.

TRANSFER SWITCHSWITCH SHALL COMPLY WITH U.L. 1008-89. SWITCH SHALL BE SIZED TO MATCH THEGENERATOR. SWITCH SHALL HAVE A SOLID NEUTRAL, EXERCISER TIME CLOCK ANDBATTERY CHARGER.

ENGINE GENERATORTHE EMERGENCY POWER SUPPLY SYSTEM SHALL BE LEVEL 2 IN ACCORDANCE WITHNFPA 110. ENGINE GENERATOR SHALL BE COMPLETE WITH WEATHERPROOF HOUSING,FUEL TANK, STARTING BATTERIES AND OUTPUT CIRCUIT BREAKER.

ELECTRICAL GENERAL NOTES:

TELEPHONE BOARD 48" x 96" x 3/4" PLYWOOD

SPECIAL OUTLET - SEE SCHEDULE

MOTOR - SEE SCHEDULE

ELECTRICAL PANEL

QUADRUPLEX CONVENIENCE OUTLET 18" AFF

DUPLEX CONVENIENCE OUTLET 18" AFF

G

WP

CG

3S

S

THREE WAY TOGGLE SWITCH 48" AFF TOP OF BOX

SPST TOGGLE SWITCH 48" AFF TOP OF BOX

WALL-MOUNTED LIGHT FIXTURE

DOWNLIGHT

1

1

DUPLEX CONVENIENCE OUTLET 18" AFFGROUND FAULT INTERRUPTER TYPE

DUPLEX CONVENIENCE OUTLET6" ABOVE COUNTER/BACKSPLASH,48" AFF MAX TO TOP OF BOX.COORDINATE MOUNTING HEIGHTS WITHMILLWORK. GROUND FAULT INTERRUPTER TYPE

DUPLEX CONVENIENCE OUTLET 18" AFF WEATHERPROOFGROUND FAULT INTERRUPTER TYPE

OS CEILING-MOUNTED OCCUPANCY SENSOR - WATTSTOPPER DT-300 OR APPROVED EQUAL

WALL-SWITCH OCCUPANCY SENSOR 48" AFFOSWATTSTOPPER DW-100 OR APPROVED EQUAL

COMBINATION DATA/VOICE OUTLET 18" AFF

WALL-MOUNTED EXIT LIGHT FIXTURESHADING INDICATES FACE(S); ARROW(S) INDICATE PATH OF EGRESS

C

ELECTRICAL SYMBOLS

DOWNLIGHT W/ EMERGENCY BATTERY PACK

2'X4' FIXTURE

2'X4' FIXTURE W/ EMERGENCY BATTERY PACK

DUPLEX CONVENIENCE OUTLET 6" ABOVECOUNTER/BACKSPLASH, 48" AFF MAX TO TOP OF BOXCOORDINATE MOUNTING HEIGHTS WITH MILLWORK

TB

VANITY LIGHT

4' STRIP FIXTURE WITH EMERGENCY BATTERY BACK UP

4' STRIP FIXTURE

0FA

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SU

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ON

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N09

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18

UP

UP

FIRE/TORNADOWHISTLE

TLT. RM.104

TLT. RM.103

TOWN HALLCLERK

111

CPW CLERK110

VAULT109

POLICE101

ENTRY100

CORRIDOR105

CORR.102

STORAGE108

CORRIDOR106

ELEC.113

JAN.114

VESTIBULE112

PROPERTY117

STORAGE115

S

S

S

S

S

S

S

S

S

S

3

3

3

3

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OSOS

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D

B B

B B

B B

B B

B BE

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B B

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EE

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D D

DD

AE A

DE

DE

DE

D

D

D

G

G

D

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LP1-1

3

S3

X

X

X

H

H

E

EE

E

S

OS

OS

AE

INTERVIEW116

S

A

EVIDENCE107EVIDENCE

118

HIGH SECURITY

S

OS

AE

OFFICE201 OFFICE

202

OFFICE204OFFICE

203

OFFICE206

OFFICE207

MEETING ROOM208

STAIRS200

CORRIDOR205

CC

C C C C

A A

A AE

C C

B B

B B

B B

B B

B BE B BE B

B BE B BE B

DE DE

D D

DD

OS OS

S3

S 3

OS OS

OS

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S

S 3

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Plo

tted:

9/17

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8 2:

17 P

M B

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amro

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alke

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Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





·

NE

WB

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UN

TYN

EW

BE

RR

Y, S

OU

TH C

AR

OLI

NA

210

MA

IN S

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WH

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, SC

291

78

3606.1704

12/11/17

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ted

and

any

infri

ngem

ent t

here

upon

may

be

subj

ect t

o le

gal a

ctio

n.

SCALE: 1/4" = 1'-0"

12 FT.8421.50

JAP/JFPFAK

1/4" = 1'-0"

E-101 0

LIGHTING PLANSSCALE: 1/4" = 1'-0"

FIRST FLOOR LIGHTING PLAN1E-101

SCALE: 1/4" = 1'-0"

SECOND FLOOR LIGHTING PLAN2E-101

LIGHTING PLAN KEYED NOTES:

PARALLEL OCCUPANCY SENSORS IN THIS SPACE.

CONTINUE TO OTHER FLOOR.

1

11

2

2

2

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UP

UP

FIRE/TORNADOWHISTLE

TLT. RM.104

TLT. RM.103

TOWN HALLCLERK

111

CPW CLERK110

VAULT109

POLICE101

ENTRY100

CORRIDOR105CORR.

102

STORAGE108

CORRIDOR106

ELEC.113

JAN.114

VESTIBULE112

PROPERTY117

STORAGE115

CG

CG

C

G

2

LP1-40,42

1

LP1-39,41

C

LP1-2

LP1-4

LP1-6

LP1-14

LP1-16

LP1-8

LP1-10

LP1-12

34

5

EX

ISTI

NG

GE

NE

RA

TOR

ATS LP1

LP1-20

LP1-18

WP

LP1-21,23

1

LP1-22

EVIDENCE107

EVIDENCE118

HIGH SECURITY

INTERVIEW116

UPOFFICE

201 OFFICE202

OFFICE204OFFICE

203

OFFICE206

OFFICE207

MEETING ROOM208

STAIRS200

CORRIDOR205

LP1-5 LP1-7

LP1-17 LP1-19

LP1-13

LP1-9

LP1-15

LP1-11

BO

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7 B

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17 P

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Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

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T:

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CT

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:

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CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





·

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ty o

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Ass

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P.C

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any

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ect t

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SCALE: 1/4" = 1'-0"

12 FT.8421.50

JAP / JFPFAK

1/4" = 1'-0"

E-201 0

POWER ANDSIGNAL PLANS

SCALE: 1/4" = 1'-0"

FIRST FLOOR POWER AND SIGNAL PLAN1E-201

SCALE: 1/4" = 1'-0"

SECOND FLOOR POWER AND SIGNAL PLAN2E-201

POWER AND SIGNAL PLAN KEYED NOTES:

INTERLOCK FAN WITH LIGHTS.

BUILDING DISCONNECT. SEE RISER DIAGRAM ON SHEET E-401

DOOR SHALL BE MARKED "NOT FOR STORAGE."

1

1

1

1

2

3

2

3

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wg

Plo

tted:

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8 2:

17 P

M B

y:C

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Since 1980

PROJECT NO.

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CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

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C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





·

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CO

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RR

Y, S

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AR

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NA

210

MA

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WH

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291

78

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VD

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JAP/JFPFAK

AS NOTED

E-401 0

ELECTRICALSCHEDULES AND

DETAILS

PANN

ENSURE THATCONNECTIONS AREMADE WITHIN 5'-0" OFENTRANCE

METAL UNDERGROUND WATERPIPE. WITH MINIMUM OF 10'-0"CONTACT WITH EARTH

EXOTHERMIC WELDCONNECTION.LOCATE WHEREACCESSIBLE.

STEEL COLUMN

CONCRETE ENCASEDELECTRODE

1'-6

" MIN

.

PANELGROUNDINGBAR

GROUND ROD

3/4" COPPERWELD GROUNDROD. SEESPECS.

ELECTRODE GROUNDING DETAIL2E-401 SCALE: NOT TO SCALE

#2/0 G

#2/0 G#2/0 G

#2/0 G

GROUND

ELECTRICAL 139

#2/0 G

SCALE: NOT TO SCALE

POWER RISER DIAGRAM1E-401

COORDINATE SERVICE AND METERINGINSTALLATION REQUIREMENTS WITH UTILITYCOMPANY PRIOR TO BID AND INSTALLATION.

* * NOTE * *

400A 240/1-PHASESERVICE-ENTRANCE

RATED, FUSIBLEDISCONNECT

NEMA 3R RELOCATED(EXISTING)

400A 120/240ATS

METER

3 #600#600 N

3-1/2" C

PANEL LP1

400A MCB240/120V

1-PH, 3-WIRE

FROM UTILITYAPPROXIMATEDISTANCE 150'

3 #600#600 N

#3 G3-1/2" C

3 #600#600 N#3 G3-1/2" C

(EXISTING)75KW NATURAL GAS GENERATOR

PROVIDE NEW CONDUIT AND CONDUCTORS .INSTALLATION SHALL BE ROUTEDUNDERGROUND PER 2017 NEC.

EXTERIOR EXTERIOR

#2/0 G

PROVIDE TWO (2) 3/4" CONDUITS TO GENERATORFOR GENERATOR CIRCUITS. SEE PANEL NOTES.

3 #600#600 N#3 G3-1/2" C

150A 240/1-PHASEFUSIBLE DISCONNECT

NEMA 3R

GARAGE G100

PANEL GP1

150A MCB240/120V

1-PH, 3-WIRE

3 #1/0#1/0 N#6 G2" C

3 #1/0#1/0 N#6 G2" C

(ALTERNATE #2)

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WH

GARAGE AREAG100

GARAGE AREAG100

CORRIDORG101

OFFICEG103

ADA TOILETG104STORAGE

G105

BREAK ROOMG102

OS

S 3

S

3

S 4S

3

S3

OS

OS

GP1-1

B

B B

BBE

BB

J J

JJ

J JJJJ

J J J J

JJJJJ

J

OS

GP1-3

H

H

H

H

RE

F.

WH

GARAGE AREAG100

GARAGE AREAG100

CORRIDORG101

OFFICEG103

ADA TOILETG104

STORAGEG105

BREAK ROOMG102

GP1-10

GP1-12

GP1-14

GP1

GP1-2

GP1-4

GP1-18

GP1-6GP1-16

CG

G G G

G

GCG

CG

WP

GP1-21,23

2

G

G

G

6

9

GP1-22

GP1-20

7

8

GP1-17,19

GP1-21,23

10

G G G

GP1-8

GP1-24

BO

RD

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7 B

LB

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wg

Plo

tted:

9/17

/201

8 2:

17 P

M B

y:C

amro

n W

alke

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Since 1980

PROJECT NO.

DRAWN BY :

CHECKED BY :

SHEET TITLE :

REV.

CLI

EN

T:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

LOC

ATI

ON

:

1 2 3 4

A

B

C

1 2 3 4

SCALE:

DATE:

DRAWING NO.





·

NE

WB

ER

RY

CO

UN

TYN

EW

BE

RR

Y, S

OU

TH C

AR

OLI

NA

210

MA

IN S

TRE

ET,

WH

ITM

IRE

, SC

291

78

3606.1704

12/11/17

TOW

N H

ALL

PO

LIC

E -

CIT

Y O

F W

HIT

MIR

E

RE

VD

ATE

DE

SC

RIP

TIO

NB

YTh

is d

ocum

ent i

s th

e pr

oper

ty o

f Joh

nson

, Las

chob

er &

Ass

ocia

tes,

P.C

. Th

e un

auth

oriz

ed re

prod

uctio

n, c

opyi

ng o

r oth

erw

ise

use

of th

is d

ocum

ent i

s st

rictly

pro

hibi

ted

and

any

infri

ngem

ent t

here

upon

may

be

subj

ect t

o le

gal a

ctio

n.

SCALE: 1/4" = 1'-0"

12 FT.8421.50

JFPFAK

1/4" = 1'-0"

EALT02 0


ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"

LIGHTING PLAN1EALT02 SCALE: 1/4" = 1'-0"

POWER AND SIGNAL PLAN2EALT02

ELECTRICAL KEYED NOTES:INTERLOCK FAN WITH LIGHTS.

APPROXIMATE LOCATION OF EXISTINGEXHAUST FAN TO REMAIN

1

1

ELECTRICAL DEMOLITION NOTES:1. REMOVE ALL EXISTING ELECTRICAL ITEMS IN THEIR

ENTIRETY IN THIS AREA.2

2

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Documents

TOWN HALL POLICE - CITY OF WHITMIRE