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: HANDRAILS TOILET ROOM ACCESSORIES GRAB BARS FIRE EXTINGUISHER CABINETS & BRACKETS CABINETS 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 STREET WHITMIRE, SC 29178 PHONE: 803 - 694 - 2356 EMAIL: [email protected]OWNER'S REP CUMMING CORPORATION BARRY EVANS, VICE PRESIDENT 720 LADY STREET COLUMBIA, SOUTH CAROLINA 29201 PHONE: 803 - 256 - 1989 EMAIL: [email protected]ARCHITECT JOHNSON, LASCHOBER AND ASSOCIATES, P.C. WATSON LEE DORN III, AIA, REGISTERED ARCHITECT 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL: [email protected]MECHANICAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. CURTIS WILLIAMSON, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL: [email protected]FIRE PROTECTION ENGINEER 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL:[email protected]STRUCTURAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. MARK LORAH, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL: [email protected]CIVIL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. TREVOR WIMBERLY, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL: [email protected]ELECTRICAL ENGINEER JOHNSON, LASCHOBER AND ASSOCIATES, P.C. FLOYD KEELS, P.E. 1296 BROAD STREET AUGUSTA, GEORGIA 30901 PHONE: 706 - 724 - 5756 EMAIL: [email protected]JOHNSON, LASCHOBER AND ASSOCIATES, P.C. CURTIS WILLIAMSON, P.E. WALL TYPE TYPICAL DIMENSION INDICATOR DETAIL/PLAN KEY SECTION KEYS DIRECTION 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 A1 PLAN 1/8" = 1'-0" NTS A1 PLAN A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM A1 A-101 SIM 01_FLOOR 12'-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 name 150 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 BORDER: JLA-24X36 COVER.RFA REV. 02/15/2017 JAP DRAWN BY: CHECKED BY: SCALE DATE: PROJECT NO. DRAWING NO. REV. CLIENT: PROJECT NAME: PROJECT LOCATION: SHEET TITLE: 2 3 4 C B A 1 2 1 3 4 INDEX OF DRAWINGS PROJECT TEAM PROJECT LOCATION MAP GENERAL 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) 724-3955 WWW.THEJLAGROUP.COM This document is the property of Johnson, Laschober & Associates, P.C. The unauthorized reproduction, copying or otherwise use of this document is strictly prohibited and any infringement thereupon may be subject to legal action. JOB SITE SIGN 9/17/2018 1:56:15 PM C:\REVIT - Local P rojects\36061704-Whitemire Town Hall\ 3606.1704_Arch_Local_CWalker.rvt 0 CTH WLD 12/11/17 G-001 COVER SHEET TOWN HALL POLICE - CITY OF WHITMIRE NEWBERRY COUNTY 210 MAIN STREET, WHITMIRE, SC 29178 NEWBERRY, SOUTH CAROLINA 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. REV DATE BY DESCRIPTION 0 09/14/18 WLD ISSUED FOR CONSTRUCTION
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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]
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
2015 EDITION, W/ SOUTH CAROLINA AMENDMENTS
2015 EDITION, W/ SOUTH CAROLINA AMENDMENTS
2015 EDITION, W/ SOUTH CAROLINA AMENDMENTS
2009 EDITION, W/ SOUTH CAROLINA AMENDMENTS
2014 EDITION
2015 EDITION, W/ SOUTH CAROLINA AMENDMENTS
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
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DRAWING NO. REV.
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
CLIE
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385 SF
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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
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GARAGE AREA209
Not Enclosed
GARAGE AREA210
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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
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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NOTE:PLANS SHOWN FOR REFERENCE ONLY
UP
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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
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1
3
3
3
3
3
3
4
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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
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67
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6 7
7
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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
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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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OJE
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ME
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PR
OJE
CT
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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
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
018 1
:59:2
3 P
MC
:\R
EV
IT -
Loca
l P
roje
cts
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70
4-W
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36
06
.17
04_
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h_L
ocal_
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alk
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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
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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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CT
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ME
:
PR
OJE
CT
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TIO
N:
SHEET TITLE:
2 3 4
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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
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
:59:2
8 P
MC
:\R
EV
IT -
Local P
roje
cts
\360
61
70
4-W
hite
mire T
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n H
all\
36
06
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04_
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h_L
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alk
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rvt
0
CTH/JPT
WLD
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
1 FIRST FLOORSCALE: 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
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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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OJE
CT
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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
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
:59:3
4 P
MC
:\R
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IT -
Local P
roje
cts
\360
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4-W
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36
06
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04_
Arc
h_L
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alk
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CTH
WLD
12/11/17
3606.1704
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
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
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"
1 1/2" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE
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
1 1/2" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE
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
RD
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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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NT
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OJE
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ME
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OJE
CT
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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
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
:59:4
0 P
MC
:\R
EV
IT -
Local P
roje
cts
\360
61
70
4-W
hite
mire T
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36
06
.17
04_
Arc
h_L
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CW
alk
er.
rvt
0
CBW/JPT
WLD
12/11/17
3606.1704
A-103
ENLARGED
RESTROOM 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
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A
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
RE
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9/1
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UE
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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
BO
RD
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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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ME
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OJE
CT
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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
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
:59:4
5 P
MC
:\R
EV
IT -
Local P
roje
cts
\360
61
70
4-W
hite
mire T
ow
n H
all\
36
06
.17
04_
Arc
h_L
ocal_
CW
alk
er.
rvt
0
JPT
WLD
12/11/17
3606.1704
A-104
PROPOSED
FURNITURE PLAN -
FIRST FLOOR
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-104
1 FIRST FLOOR
RE
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00
9/1
4/1
8W
LD
ISS
UE
D F
OR
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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
RD
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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
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
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
:59:5
2 P
MC
:\R
EV
IT -
Local P
roje
cts
\360
61
70
4-W
hite
mire T
ow
n H
all\
36
06
.17
04_
Arc
h_L
ocal_
CW
alk
er.
rvt
0
CTH
WLD
12/11/17
3606.1704
A-201
REFLECTED
CEILING 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: 1/4" = 1'-0"A-201
1 FIRST FLOORSCALE: 1/4" = 1'-0"A-201
2 SECOND FLOOR
SCALE: 1 1/2" = 1'-0"A-201
3 BULKHEAD DETAIL
SCALE: 1/4" = 1'-0"
12 FT.8421.50
RE
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CO
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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.
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
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
BO
RD
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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
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
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
:00:2
8 P
MC
:\R
EV
IT -
Local P
roje
cts
\360
61
70
4-W
hite
mire T
ow
n H
all\
36
06
.17
04_
Arc
h_L
ocal_
CW
alk
er.
rvt
0
CBW
WLD
12/11/17
3606.1704
AALT01
GARAGE ROOF
PLAN- ALTERNATE
#2
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"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
RE
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UE
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RE
F.
WH
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
IELD
VE
RIF
Y)
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
BO
RD
ER
: JLA
-24X
36.R
FA
R
EV
. 02/1
5/2
017 B
LB
DRAWN BY:
CHECKED BY:
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
SCALE
DATE:
PROJECT NO.
DRAWING NO. REV.
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
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
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
018 2
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AALT02
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
RE
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AT
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9/1
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: JLA
24x3
6-X
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F.D
WG
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/201
7 B
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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.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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.
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
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
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
1-HOUR RATEDCONSTRUCTION
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.
BO
RD
ER
: 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.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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
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
D F
OR
CO
NS
TRU
CTI
ON
09/1
4/18
BO
RD
ER
: 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.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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
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ent i
s st
rictly
pro
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ted
and
any
infri
ngem
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here
upon
may
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subj
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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
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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UE
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OR
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09/1
4/18
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.
BO
RD
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: JLA
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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.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
NE
WB
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CO
UN
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EW
BE
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TH C
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3606.1704
12/11/17
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ise
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and
any
infri
ngem
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here
upon
may
be
subj
ect t
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gal a
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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
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ISS
UE
D F
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09/1
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BO
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/201
7 B
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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
C
1 2 3 4
SCALE:
DATE:
DRAWING NO.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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
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CIT
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HIT
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VD
ATE
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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
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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
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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
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
1-HOUR RATEDCONSTRUCTION
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.
BO
RD
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: JLA
24x3
6-X
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F.D
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7 B
LB
K:\3
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Mec
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_HV
AC
.dw
g P
lotte
d:9/
17/2
018
2:17
PM
By:
Cam
ron
Wal
ker
Since 1980
PROJECT NO.
DRAWN BY :
CHECKED BY :
SHEET TITLE :
REV.
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EN
T:
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OJE
CT
NA
ME
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ON
:
1 2 3 4
A
B
C
1 2 3 4
SCALE:
DATE:
DRAWING NO.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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WB
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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
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CIT
Y O
F W
HIT
MIR
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VD
ATE
DE
SC
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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
MNBCVW
1/4" = 1'-0"
M-101 0
HVAC PLANSSCALE: 1/4" = 1'-0"
FIRST FLOOR HVAC PLAN1M-101
SCALE: 1/4" = 1'-0"
SECOND FLOOR HVAC PLAN2M-101
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
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F.D
WG
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V. 1
1/15
/201
7 B
LB
K:\3
6061
704\
Mec
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TAIL
S.d
wg
Plo
tted:
9/17
/201
8 2:
17 P
M B
y:C
amro
n W
alke
r
Since 1980
PROJECT NO.
DRAWN BY :
CHECKED BY :
SHEET TITLE :
REV.
CLI
EN
T:
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OJE
CT
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:
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OJE
CT
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ATI
ON
:
1 2 3 4
A
B
C
1 2 3 4
SCALE:
DATE:
DRAWING NO.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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WB
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RY
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UN
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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
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VD
ATE
DE
SC
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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.
MNBCVW
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
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.
2
BO
RD
ER
: JLA
24x3
6-X
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F.D
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1/15
/201
7 B
LB
K:\3
6061
704\
Mec
h\M
_HV
AC
_GA
RA
GE
.dw
g P
lotte
d:9/
17/2
018
2:17
PM
By:
Cam
ron
Wal
ker
Since 1980
PROJECT NO.
DRAWN BY :
CHECKED BY :
SHEET TITLE :
REV.
CLI
EN
T:
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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.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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
MNBCVW
1/4" = 1'-0"
MALT02 0
ALTERNATE #2REAR BUILDING
HVAC PLAN
SCALE: 1/4" = 1'-0"
HVAC PLAN1MALT02
0C
VW
ISS
UE
D F
OR
CO
NS
TRU
CTI
ON
09/1
4/18
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
MANUFACTURER MODELNO.
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
MANUFACTURER MODELNO.
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
MANUFACTURER MODELNO.
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
4
BO
RD
ER
: JLA
24x3
6-X
RE
F.D
WG
RE
V. 1
1/15
/201
7 B
LB
K:\3
6061
704\
Ele
c\E
_DE
TAIL
S.d
wg
Plo
tted:
9/17
/201
8 2:
17 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
C
1 2 3 4
SCALE:
DATE:
DRAWING NO.
JOHNSON, LASCHOBER &ASSOCIATES, P.C.
Architects · Engineers · Landscape Architects
· MT. PLEASANT, SCAUGUSTA, GATEL (706) 724-5756 TEL (843) 619-4656
FAX (706) 724-3955WWW.THEJLAGROUP.COM
·
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.
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