Embed Size (px)
Citation preview
ARCHITECTOWNER
11057 EVENT DR.SALADO, TEXAS 76571
VICINITY MAP
PROJECTLOCATION
MRB GROUPCONTACT: TANYA REED303 WEST CALHOUN AVE
TEMPLE, TX 76501P. 254.771.2054
BELL COUNTYCONTACT: PHIL GOODWILL
SALADO ANNEX RENOVATION
11057 EVENT DR.SALADO, TX 76571
Copyright © 2021 MRB Group All Rights Reserved
PROJECT 0229.20001SEPTEMBER 1, 2021
CONTRACT DOCUMENTSFOR THE
MEPMD ENGINEERING
CONTACT: MICHAEL SMITHPO BOX 1931
BELTON, TX 76513P. 469.467.0200
[email protected] N. Capital of Texas Hwy, Suite 147, Austin, TX 78759
Phone: 512-436-8571303 W. Calhoun Ave. Temple, TX 76501
Phone: 254-771-2054www.mrbgroup.com
MRB Group, P.C.
100% FOR SUBMITTAL
DRAWING INDEX
G000 COVER SHEET
G001 NOTES, SYMBOLS & ABBREVIATIONS
LS101 LIFE SAFETY PLAN
D101 DEMOLITION PLAN
D102 SIGN DEMO
C101 PROPOSED SITE PLAN
A101 SCHEMATIC FLOOR PLAN
A102 RCP/ROOF PLAN
A103 PARTITION TYPE AND FINISHES
A201 ELEVATIONS
A202 ELEVATIONS
A203 ROAD SIGNAGE
A301 BUILDING SECTIONS
A302 WALL SECTIONS
A401 INTERIOR ELEVATIONS
A402 ENLARGED PLANS AND ACCESSORIES
A501 DETAILS
A601 DOOR/WINDOW SCHEDULES
S101 STRUCTURAL PLAN
MP000 LEGEND AND GENERAL NOTES - MECHANICAL/PLUMBING
M001 MECHANICAL SCHEDULES
M002 MECHANICAL SCHEDULES
M201 FLOOR PLAN - MECHANICAL
M202 ROOF PLAN - MECHANICAL
M401 DETAILS - MECHANICAL
M501 SECTION VIEWS
ED201 ELECTRICAL DEMOLITION PLAN
E000 LEGEND AND GENERAL NOTES - ELECTRICAL
E001 ONE LINE / SCHEDULES / PANELBOARDS
E002 SCHEDULES
E201 LIGHTING PLAN
E301 POWER PLAN
E401 POWER TO MECHANICAL PLAN
E402 POWER TO MECHANICAL ROOF PLAN
E501 DETAILS - ELECTRICAL
P001 PLUMBING SCHEDULES
P201 SANITARY / VENT PLAN
P301 PRESSURE PIPE PLAN
P401 DETAILS - PLUMBING
FP201 FIRE PROTECTION PLAN
ROOM
1
ELEVATION #
SHEET #
ELEVATION #
SHEET #
DETAIL #
SHEET #
ROOM
PARTITION TYPE
WINDOW TYPE
EXTERIOR ELEVATION MARK
SECTION MARK
DETAIL CALLOUT
LEVEL
SPOT ELEVATION
EQUIPMENT TYPE
REVISION #
BREAK LINE
CENTERLINE SYMBOL
CENTERLINE
ITEM ABOVE
FIRE EXTINGUISHER CABINET
KEYNOTE
A
101
1
101
1
101
1
101
12
12
℄
F.E.
12
NORTH
EXISTING DOOR TO REMAIN
DOOR SYMBOL
WALL TO REMOVE
NEW WALL
EXISTING WALL
COLUMN GRID
SYMBOLS - ARCHITECTURAL
DOOR/WALL TO BE REMOVED
NAME
HEIGHT A.F.F.
1
HEIGHT A.F.F.
#101
NORTH
ABACTADJAFFALUMALTANODAPPROXARCHASPHAVG
ANCHOR BOLTACCOUSTICAL CEILING TILEADJACENTABOVE FINISHED FLOORALUMINUMALTERNATEANODIZEDAPPROXIMATE(LY)ARCHITECHTURALASPHALTAVERAGE
J, JSTJT
JOISTJOINT
LLINLLHLLVLONGLOUVLT
LENGTH, LONGLINEARLONG LEG HORIZONTALLONG LEG VERTICALLONGITUDINALLOUVERLIGHT
BD, BRDBET, BTWBITBLDGBLKBLKGBMBOT, BBRKBSMTBUR
BOARDBETWEENBITUMINOUSBUILDINGBLOCKBLOCKINGBEAM (BENCHMARK)BOTTOMBRICKBASEMENTBUILT-UP-ROOF
MASMATLMAXMECHMEDMEMMEMBMANUFMFGMHMINMISCMOMTL
MASONRYMATERIALMAXIMUMMECHANICALMEDIUMMEMBERMEMBRANEMANUFACTURE(D)MANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMASONRY OPENINGMETAL
CBCEMCFCICJCLGCLRCMUCOCOLCONCCONNCONSTCONTCONTRCORRCTRCY
CATCH BASINCEMENTCUBIC FOOT (FEET)CAST IRONCONTROL JOINTCEILINGCLEARCONCRETE MASONRY UNITCLEAN OUT, COMPANYCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTORCORRIDOR, CORRUGATEDCENTERCUBIC YARD(S)
NNFNICNONOMNORMN.T.S.
NORTHNEAR FACENOT IN CONTRACTNUMBERNOMINALNORMALNOT TO SCALE
OCODOFFOHOHGOPNGOPP
ON CENTER(S)OUTSIDE DIMENSIONOFFICEOVERHEADOVERHANGOPENINGOPPOSITE
DET, DTLDFDIADIAGDIMDNDSDWGDWL
DETAILDRINKING FOUNTAINDIAMETERDIAGONALDIMENSIONDOWNDOWN SPOUTDRAWINGDOWEL
PARTPAVMTPCCPERFPERMPLPLBGPLYWDPSFPSIPVC
PARTITIONPAVEMENTPRE CAST CONCRETEPERFORATEDPERMANENTPLATEPLUMBINGPLYWOODPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOLYVINYL CHLORIDE
EEAECEFEJELELECELEVEQEQUIPESTETREWEXISTEXPEXT
EASTEACHEPOXY COATEDEACH FACEEXPANSION JOINTELEVATIONELECTRICALELEVATOREQUALEQUIPMENTESTIMATEDEXISTING TO REMAINEACH WAYEXISTINGEXPANSION, EXPANDEXTERIOR
RADRDREFREINFREQREVRMROROW
RADIUSROOF DRAINREFERENCEREINFORCE(D)REQUIREDREVISION(S), REVISEDROOMROUGH OPENINGRIGHT-OF-WAY
FDNFFFINFLFLASHFLEXFLR, FLFOCFOMFOSFOWFPFTFTGFUT
FOUNDATIONFINISHED FLOORFINISHEDFLANGEFLASHINGFLEXIBLEFLOOR(ING)FACE OF CONCRETEFACE OF MASONRYFACE OF STUDFACE OF WALLFIRE PROTECTIONFOOT, FEETFOOTINGFUTURE
SSSSANSCHSECSFSHTSIMSPECSQSTSTNDSTDSTGSTLSTRSYSYSSYM
SOUTHSTAINLESS STEELSANITARYSCHEDULESECTIONSQUARE FOOT (FEET)SHEETSIMILARSPECIFICATION(S)SQUARESTREETSTAINEDSTANDARDSTORAGESTEELSTRUCTURE, STRUCTURALSQUARE YARD(S)SYSTEMSYMMETRY, SYMMETRICAL
GAGALVGCGENGWBGYP
GAGEGALVANIZEDGENERAL CONTRACTORGENERALGYPSUM WALL BOARDGYPSUM
TT>EMPTHKT.O.TRANSTYP
TREADTONGUE AND GROOVETEMPORARYTHICK, THICKNESSTOP OFTRANSVERSETYPICAL
HBHCHDCP, HCHDRHGTHMHORIZHVAC
HOSE BIBHOLLOW COREHANDICAP(PED)HEADERHEIGHTHOLLOW METALHORIZONTALHEATING/VENTILATING/AIR CONDITIONING
UNEXU.N.O.
UNEXCAVATEDUNLESS NOTED OTHERWISE
IDININSULINTINV
INSIDE DIAMETERINCH, INCHESINSULATE(D), INSULATIONINTERIORINVERT
VARVERT
VARIES, VARIABLEVERTICAL
WW/W/OWDWPWTWWF
WESTWITHWITHOUTWOODWATERPROOF(ED)(ING)WEIGHTWELDED WIRE FABRIC
ABBREVIATIONSGENERAL CONSTRUCTION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
ALL WORK OF THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL CODE COUNCIL BUILDING CODE, FIRE CODE, ENERGY CONSERVATION CODE, PLUMBING CODE, TAS, AND ALL OTHER APPLICABLE STATE AND FEDERAL CODES AND REGULATIONS.
THE CONTRACTOR SHALL PERFORM THE WORK IN SUCH A MANNER THAT THE SAFETY OF THE WORKERS IS REASONABLY ASSURED. THIS SHALL INCLUDE PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).
THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACTUAL REQUIREMENTS; BE RESPONSIBLE FOR CONTROL OF CONSTRUCTION LOCATIONS, ELEVATIONS, DIMENSIONS, AND QUANTITIES.
PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS AND LEVELS TO IDENTIFY ANY ERRORS AND OMISSIONS; ASCERTAIN ANY DISCREPANCIES BETWEEN THIS DRAWING AND THE FULL CONTRACT DOCUMENTS; AND BRING THESE ITEMS TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO THE SUBMITTAL OF BIDS. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM PROVIDING ALL WORK AS REQUIRED TO COMPLETE PROJECT REQUIREMENTS. DRAWINGS ARE NOT TO BE SCALED.
PRIOR TO COMPLETION OF ALL WORK, CLEAN PREMISES FOR OCCUPANCY. WORK AREA SHALL BE MAINTAINED IN ORGANIZED & BROOM CLEAN CONDITION AT ALL TIMES.
THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; CONTRACTOR WILL BE RESPONSIBLE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
WHEN DEMOLITION IS REQUIRED: ANY AND ALL SUSPECTED ASBESTOS AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION, MUST BE REPORTED TO THE OWNER IMMEDIATELY. DO NOT DISTURB OR AFFECT SUSPECTED MATERIALS UNTIL DIRECTED IN WRITING BY THE OWNER. ALL SALVAGEABLE ITEMS SHALL BE DELIVERED TO THE FACILITIES AREA, EXCEPT AS OTHERWISE DIRECTED BY OWNER. ITEMS NOT NOTED ON THE DRAWINGS FOR REUSE, SHALL BE PROTECTED, HANDLED, STORED, AND REINSTALLED IN LOCATIONS INDICATED, AND OPERATE CONSISTENT WITH THAT, PRIOR TO WORK.
REPRODUCTION OF ANY PORTION OF THESE DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SUCH SHOP DRAWINGS WILL BE REJECTED.
COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL DRAWINGS. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE WHERE DRAWINGS CONFLICT. FAILURE TO INCORPORATE OR BUILD TO ARCHITECTURAL DETAILS EVEN IF NOT INDICATED ON STRUCTURAL DRAWINGS DOES NOT OBVIATE CONTRACTORS RESPONSIBILITY.
EXISTING STRUCTURES, EQUIPMENT, AND PIPING ADJACENT TO PROPOSED CONSTRUCTION OR IMPROVEMENTS SHALL BE ADEQUATELY SUPPORTED AND PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY NEW OR EXISTING STRUCTURES, PIPING, EQUIPMENT, ETC. THAT IS DAMAGED DURING CONSTRUCTION.
THE GENERAL CONTRACTOR TO PROVIDE TEMPORARY HEAT, VENTILATION, POWER, AND LIGHTING THROUGHOUT THE COURSE OF THE JOB WHERE REQUIRED.
THE CONTRACTOR SHALL NOT DISTURB ANY AREAS BEYOND THOSE SHOWN ON THE DRAWINGS AND SHALL LIMIT THE EXTENT OF DISTURBANCE FOR EACH AREA OF CONSTRUCTION AS MUCH AS POSSIBLE. THE CONTRACTOR SHALL UTILIZE EVERY EFFORT TO MINIMIZE DISTURBANCE TO THE SURROUNDING AREA.
SPRINKLER & FIRE DETECTION MODIFICATIONS SHALL BE PERFORMED STRICTLY ACCORDING TO CODE. CONTRACTOR SHALL PROVIDE ANY/ALL NECESSARY DESIGN INFORMATION, CALCULATIONS & DRAWINGS AS NECESSARY FOR MUNICIPAL APPROVAL & CODE COMPLIANT INSTALLATION. THESE CONTRACTOR PROVIDED DRAWINGS SHALL BY STAMPED BY LICENSED ENGINEER AS REQUIRED BY MUNICIPALITY.
ALL REFERENCES TO "THE CONTRACTOR" IN THESE CONTRACT DOCUMENTS REFER TO THE GENERAL CONTRACTOR (GC) UNLESS NOTED OTHERWISE.
MATERIALS, DETAILS, AND WORK PRACTICES INDICATED ON ONE PORTION OF CONTRACT DOCUMENTS SHALL BE OF THE SAME NATURE AT SAME OR SIMILAR SITUATIONS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE NOTED.
WHEN EXISTING CONSTRUCTION IS REMOVED, DISTURBED, DAMAGED, REPLACED OR RENOVATED IN ANY WAY, CONTRACTOR SHALL PROVIDE PATCHING, PAINTING AND MATERIALS OF SAME TYPE AND QUALITY AS TO MATCH EXISTING ADJACENT SURFACES. REFINISH SURFACES AS NECESSARY TO PROVIDE AN EVEN CONTIGUOUS FINISH.
DURING CUTTING, PATCHING AND REMOVAL OF WORK, CLEAN AND PROTECT WORK IN PROGRESS, ADJOINING WORK, AND EXISTING CONSTRUCTION ON A BASIS OF CONTINUOUS MAINTENANCE.
REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER WASTE MATERIALS RESULTING FROM WORK OF THIS PROJECT.
ALL NEW WORK SHALL BE PLUMB, LEVEL, AND SQUARE. SCRIBE AND MAKE FIT ALL NEW WORK TO EXISTING.
ALL BUILDING SIGNAGE SHALL BE ADA/TAS COMPLIANT.
DRAWINGS AND DIMENSIONS
GENERAL BIDDING NOTES
1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB-CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE REQUIREMENTS.
2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.
3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK.
4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.
5. MECHANICAL AND ELECTRICAL DRAWINGS MAY SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, ETC...
6. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK.
7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.
8. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.
1. DO NOT SCALE THE DRAWINGS.
2. ALL DIMENSIONS ON PLANS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE.
3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.
6. SEE NOTES ON INDIVIDUAL DRAWINGS FOR INFORMATION RELATED TO PLANS AND DETAILS ON THOSE SHEETS.
7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.
8. CONTRACTORS AND ALL SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS.
9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.
80
" M
IN.
27
" M
IN.
4" MAX.
COUNTER DEPTH
10"-24"
34"
MA
X.
46"
MA
X.
15"
MIN
.
48"
MA
X.
20" MAX.
48"
MA
X.
FORWARD APPROACHSIDE APPROACHFORWARD APPROACHSIDE APPROACHMAX.
10"
15"
MIN
.
48"
MA
X.
FRONT APPROACH- PUSH SIDE *IF CLOSER AND LATCH
PROVIDED
HINGE APPROACH- PULL SIDE X=36" MIN IF Y=60"X=42" MIN IF Y=54"
HINGE APPROACH- PUSH SIDE * 48" MIN IF BOTH CLOSER AND LATCH ARE
PROVIDED
LATCH APPROACH- PULL SIDE * 54" MIN WHERE CLOSER IS
PROVIDED
LATCH APPROACH- PUSH SIDE * 48" MIN WHERE CLOSER IS
PROVIDED
SIDE APPROACH FRONT APPROACH
MIN
18"
* 12"
X MIN.
24"
24"
48
"
42
"
* 4
2"
MIN
.
PUSH SIDE
PULL SIDE
* 4
8"
MIN
.
MIN.
22"
* 4
2"
PUSH SIDE
PULL SIDE
Y M
IN.
PUSH SIDE
48
" M
IN.
PULL SIDE
60
" M
IN.
FRONT APPROACH-PULL SIDE
ACCESSIBLE CLEARANCES AND REACH RANGES
DOOR CLEARANCES
> 20" -25" MAX.
44"
MA
X.
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
2 A
MG001
NOTE
S, S
YMBO
LS &
ABB
REVI
ATIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
2 A
MG001
NOTE
S, S
YMBO
LS &
ABB
REVI
ATIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
1 14
No.
Revisions and Descriptions
By
Date
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
2 A
MG001
NOTE
S, S
YMBO
LS &
ABB
REVI
ATIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
1 18
No.
Revisions and Descriptions
By
Date
WH
WH
UP
DN
99' - 1" LF
64' - 8" LF
64' -0" L
F
54' - 5" LF
EFE
EFE
FE
FE
FE
FE
KNOX BOX AS REQ.
EFE - EXISTING FIRE EXTINGUISHER
FE - NEW FIRE EXTINGUISHER
LEGEND
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
3 A
MLS101
LIFE
SAF
ETY
PLAN
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/8" = 1'-0"1
LIFE SAFETY BUILDING EXTERIOR MATERIALS NO LONGER ALLOWEDBUILDING DESIGN
STANDARDS PREFERENCE
OUTDOOR STORAGE TBD TBD
OUTDOOR RETAIL DISPLAY TBD TBD
REFUSE CONTAINER AREA REQ. 5.1
OFF STREET LOADING AREA NONE 5.1
PARKING SPACE DIM. TCSS MANUAL 5.1
OFF-STREET PARKING REQ. OFFICE = 1/200 SF=38, 122
EXISTING5.1
LANDSCAPE IRRIGATION 5.2 5.2
MIN. LANDSCAPE REQ. 5.2 5.2
MIN. LANDSCAPE AREA 5.2 5.2
LANDSCAPE 10% STREET YARD 5.2
SIDEWALKS TBD TBD
ONE-WAY ACCESS TBD TBD
TWO-WAY CURB CUTS WIDTH TBD TBD
MIN. CORNER CLEARANCE TBD TBD
MIN. ISLAND WIDTH TBD TBD
CURB RETURN RADII TBD TBD
MAX. DRIVE APPROACHES EXISTING TBD TBD
OFFICE USE PERMITTED 4.1
MAX. BUILDING AREA 50,000 3.8.D
MAX. HEIGHT (STORIES) 40' 3.8.D
MAX. BUILDING COVERAGE % 60% 3.8.D
MIN. REAR YARD 25' 3.8.D
MIN. SIDE YARD CORNER TBD ILLUSTRATION #8 APPENDIX
MIN. SIDE YARD 15', 25' ADJACENT PUBLIC ST. 3.8.D
MIN. FRONT YARD 25' 3.8.D
MIN. LOT DEPTH 150' 3.8.D
MIN. LOT WIDTH 80' 3.8.D
MIN. LOT AREA 8,000 SF 3.8.D
ZONING ETJ SALADO SECTION 21
DESCRIPTION REQUIRED AND METETJ SALADO ZONING
ORDINANCE
2 18
REMOVE AND REPLACE ALL FIRE EXTINGUISHERS. RELOCATE WHERE SHOWN
WH
WH
DN2
2
2
2
2
2
2
1
1
1
1
11
1
1
1
1
1
1
3
3
3
4
4
5
5
6
6
4
4
4
4
6
78
9
9
9
10
10
2
1111
11
11
11
8' - 0"26' - 8"3' - 4"7' - 2"
4"
3' -
4"
8' - 0"7' - 5"6' - 4"7' - 5"8' - 0"41' - 7"10
10
10
99
2
25' - 11"
DEMO - REMOVE ALL EXTERIOR STONE, DOORS, WALLS, CEILINGS, FLOORS, LIGHTING, ELECTRICAL, AND PLUMBING FIXTURES IN AREAS SHOWN DASHED
TO REMAIN
GENERAL DEMOLITION NOTES:
A. THESE NOTES ARE GENERAL IN NATURE AND APPLY TO THE ENTIRE BUILDING WHETHER OR NOT SPECIFICALLY NOTED OR REFERENCED ON EACH SHEET. THE DRAWINGS INDICATE ONLY THE GENERAL EXTENT OF DEMOLITION AND MAY NOT INCLUDE ALL DEMOLITION WHICH WILL BE REQUIRED FOR NEW CONSTRUCTION, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL REQUIRED DEMOLITION AREAS UNDERGOING MODIFICATION WHETHER SUCH WORK IS OR IS NOT INDICATED ON THE CONTRACT DOCUMENTS. TO DETERMINE THE FULL EXTENT OF ITEMS TO BE DEMOLISHED OR REMOVED AND SALVAGED FOR RE-USE, DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN COORDINATION WITH THE WORK OF ALL TRADES. CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS.
B. ALL WORK MUST BE IN STRICT COMPLIANCE WITH ALL CODES, REGULATIONS, AND ORDINANCES OF THE AGENCIES HAVING JURISDICTION OVER ANY PORTION OF THE WORK, INCLUDING ALL LICENSES AND PERMITS.
C. THE CONTRACTOR SHALL BEAR THE RESPOSIBILITY OF VERIFYING EXISTING UTILITY LOCATIONS AND ENSURE THAT UTILITIES IN AREAS OF DEMOLITION AND CONSTRUCTION ARE NOT DAMAGED. DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S OWN EXPENSE AND SHALL NOT IMPACT PROJECT SCHEDULE.
D. DIMENSIONS NOTED AS VIF (VERIFY IN FIELD) ARE APPROXIMATE BUT SHALL BE MAINTAINED AS MUCH AS GOOD CONSTRUCTION PRACTICES ALLOW. NOTIFY ARCHITECT OF ANY DISCREPANCY MORE THAN ONE INCH. SPECIFIC DIMENSIONS SHALL BE MAINTAINED.
E. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY UNFORSEEN CONDITIONS ARE DISCOVERED THAT POTENTIALLY EFFECT THE STRUCTURAL INTEGRITY OF THE WORK TO REMAIN.
F. ELEMENTS TO BE REMOVED THAT ARE INDICATED BY BROKEN LINES SHOW THE GENERAL EXTENT OF DEMOLITION ONLY. UNLESS NOTED OTHERWISE ACTUAL DIMENSIONS MAY NEED TO BE DETERMINED BY FIELD MEASURING.
G. COORDINATE ALL SHUTOFF SERVICES WITH THE OWNER 72 HOURS IN ADVANCE MINIMUM.
H. IF AREAS IMMEDIATELY ADJACENT TO THE WORK WILL BE OCCUPIED, MINIMIZE INTERFERENCE WITH THE DAILY ACTIVITIES OF THE OWNER'S STAFF AND OPERATIONS.
I. ITEMS TO BE SALVAGED FOR RE-USE SHALL BE STORED IN A SAFE AND SECURE LOCATION AS DIRECTED BY THE OWNER UNTIL REINSTALLATION.
J. DURING ALL PHASES OF WORK CLEANING AND DISPOSAL SHALL BE PERFORMED DAILY IN SUCH A MANNER AS TO INSURE THAT THE PREMISES, ADJACENT PUBLIC PROPERTY AND ADJACENT PRIVATE PROPERTIES ARE MAINTAINED FREE FROM ACCUMULATION OF DEBRIS, WASTE MATERIAL AND RUBBISH. UNLESS NOTED OTHERWISE ALL EQUIPMENT, WRECKED AND DEMOLISHED MATERIALS, DEBRIS AND RUBBISH SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR FROM THE PREMISES AS QUICKLY AS IT ACCUMULATES. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS.
K. AT ALL LOCATIONS WHERE DEBRIS IS TO BE TRANSFERED VERTICALLY FOR A DISTANCE OF 10 FEET OR MORE THE CONTRACTOR SHALL PROVIDE AN ENCLOSED CHUTE FOR THIS PURPOSE. DEBRIS SHALL NOT SPILL FROM THE BOTTOM OF THE CHUTE DIRECTLY ONTO THE GROUND. THE FINAL DROP OF DEBRIS SHALL BE INTO EITHER AN APPROVED COLLECTION HOPPER OR TRUCK.
L. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL ITEMS TO BE REMOVED/DEMOLISHED ARE NON-LOAD BEARING PRIOR TO START OF ANY DEMOLITION. REMOVE PORTION OF EXISTING WALL SYSTEM(S) IN THEIR ENTIRETY INCLUDING BUT NOT LIMITED TO FRAMING, WALLBOARD, BASES, TRIM AND BRACING.
M. COORDINATE ARCHITECTURAL DEMOLITION DRAWINGS WITH ALL OTHER DEMOLITION DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL, MECHANICAL, ELECTRICAL PLUMBING.
N. ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, RELATED TO THE EXISTING CONDITIONS AND DEMOLITION IN GENERAL, SHALL BE REPORTED TO THE ARCHITECT/OWNER PRIOR TO START OF ANY DEMOLITION.
O. THERE IS NO KNOWN EXISTANCE OF ASBESTOS CONTAINING MATERIALS (ACMs) OR LEAD BASED PAINT IN THIS PROJECT. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB SITE. ANY SUSPECTED ACMs AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION MUST BE REPORTED TO THE OWNER IMMEDIATELY. DO NOT DISTURB OR AFFECT SUSPECTED MATERIALS UNTIL DIRECTED IN WRITING BY OWNER.
P. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF DEMOLITION AND CONSTRUCTION EMPLOYED ON THIS PROJECT INCLUDING ALL TEMPORARY BRACING, SUPPORT AND PROTECTION OF THE EXISTING STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PERFORMING A STRUCTURAL ANALYSIS OF THE AREAS TO BE EFFECTED BY THE WORK AND DETERMINING LOADS ON TEMPORARY SHORING, BRACING AND SUPPORT SYSTEMS. WHEN REQUIRED, CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER AT HIS/HER OWN EXPENSE TO MAINTAIN SAFE AND STABLE CONDITIONS ON THE PROJECT INCLUDING PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). ANY SEQUENCES OF WORK OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT ONLY AS ASSUMPTIONS TO BE CONSIDERED AS A SUGGESTED OPTION FOR REVIEW BY THE CONTRACTOR.
EV
EN
T D
R.
13
15
14
12
16
10' - 7"
3' - 0"
28' - 2"26' - 1"28' - 3"3' - 0"
82' - 6"
10
' -
6"
12
1313
14
1510
10
4 19
DEMOLITION KEYED NOTES:
1
2
3
4
5
6
7
8
9
10
REMOVE EXISTING DOOR AND DOOR FRAME - PREP FOR NEW DOOR WHERE WALLS REMAIN
REMOVE EXISTING INTERIOR WALL. FIELD VERIFY STRUCTURAL SUPPORT PRIOR TO REMOVAL
REMOVE EXISTING WOOD STAIRS, LANDINGS & SIDEWALLS -PROTECT EXISTING WALL.
REMOVE WINDOWS - PREP FOR INFILL ON ALL EXTERIOR WINDOWS.
REMOVE CASED OPENING IN THEIR ENTIRETY
REMOVE ALL CABINETRY AND COUNTERTOPS
REMOVE ALL FLOORING - PREP FOR NEW FLOORING (ALL ROOMS)
REMOVE ALL CEILING IN THEIR ENTIRETY TO STRUCTURE (ALL ROOMS WHERE APPLICABLE)
SELECT DEMO WALL FOR NEW DOOR/ WINDOW AS SCHEDULED RE: ELEV.
REMOVE STONE AND PREP FOR NEW PRE MANUFACTURED STONE REPLACEMENT
REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED CABINETRY/ TOILET PARTITONS
REMOVE PARAPET AND SIGNAGE - PREP FOR CLOSURE TO MATCH THE REST OF THE BUILDING.
REMOVE CHAIN LINK FENCE AND GATE ON SOUTH SIDE OF BUILDING - PREP ASPHALT TO BE FLUSH WITH EXISTING SITE
REMOVE RAILING TO REATTACH TO EXTENSION
REMOVE PIPE FENCE AND GAZEBO - PREP FOR NEW MONUMENT WALL AS SHOWN ON PLANS
REMOVE CONC FLATWORK AND ASPHALT WHERE SHOWN - PREP FOR NEW FOUNDATION BEAMS AND NEW CONCRETE (APPROX 308 SF ASPHALT, AND 248 SF CONC
REMOVE SIGNAGE - PREP FOR NEW SIGN
11
12
13
14
15
16
SITE DEMO
17
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
1 A
MD101
DEM
OLIT
ION
PLAN
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
dM TMR
1/8" = 1'-0"1
DEMO PLAN
No.
Revisions and Descriptions
By
Date
1" = 40'-0"3
EXISTING SITE - DEMO1/8" = 1'-0"
2WEST - DEMO 3 16
6' - 0"
11' - 7"
7' - 8"
2' -
8"
2' -
2"
2' -
3"
1' - 6"1' - 2"6' - 0"1' - 6"1' - 5"
1' - 11"7' - 8"2' - 0"
2
A203
GENERAL DEMOLITION NOTES:
A. THESE NOTES ARE GENERAL IN NATURE AND APPLY TO THE ENTIRE BUILDING WHETHER OR NOT SPECIFICALLY NOTED OR REFERENCED ON EACH SHEET. THE DRAWINGS INDICATE ONLY THE GENERAL EXTENT OF DEMOLITION AND MAY NOT INCLUDE ALL DEMOLITION WHICH WILL BE REQUIRED FOR NEW CONSTRUCTION, FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INCLUSION OF ALL REQUIRED DEMOLITION AREAS UNDERGOING MODIFICATION WHETHER SUCH WORK IS OR IS NOT INDICATED ON THE CONTRACT DOCUMENTS. TO DETERMINE THE FULL EXTENT OF ITEMS TO BE DEMOLISHED OR REMOVED AND SALVAGED FOR RE-USE, DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN COORDINATION WITH THE WORK OF ALL TRADES. CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS.
B. ALL WORK MUST BE IN STRICT COMPLIANCE WITH ALL CODES, REGULATIONS, AND ORDINANCES OF THE AGENCIES HAVING JURISDICTION OVER ANY PORTION OF THE WORK, INCLUDING ALL LICENSES AND PERMITS.
C. THE CONTRACTOR SHALL BEAR THE RESPOSIBILITY OF VERIFYING EXISTING UTILITY LOCATIONS AND ENSURE THAT UTILITIES IN AREAS OF DEMOLITION AND CONSTRUCTION ARE NOT DAMAGED. DAMAGED UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S OWN EXPENSE AND SHALL NOT IMPACT PROJECT SCHEDULE.
D. DIMENSIONS NOTED AS VIF (VERIFY IN FIELD) ARE APPROXIMATE BUT SHALL BE MAINTAINED AS MUCH AS GOOD CONSTRUCTION PRACTICES ALLOW. NOTIFY ARCHITECT OF ANY DISCREPANCY MORE THAN ONE INCH. SPECIFIC DIMENSIONS SHALL BE MAINTAINED.
E. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY UNFORSEEN CONDITIONS ARE DISCOVERED THAT POTENTIALLY EFFECT THE STRUCTURAL INTEGRITY OF THE WORK TO REMAIN.
F. ELEMENTS TO BE REMOVED THAT ARE INDICATED BY BROKEN LINES SHOW THE GENERAL EXTENT OF DEMOLITION ONLY. UNLESS NOTED OTHERWISE ACTUAL DIMENSIONS MAY NEED TO BE DETERMINED BY FIELD MEASURING.
G. COORDINATE ALL SHUTOFF SERVICES WITH THE OWNER 72 HOURS IN ADVANCE MINIMUM.
H. IF AREAS IMMEDIATELY ADJACENT TO THE WORK WILL BE OCCUPIED, MINIMIZE INTERFERENCE WITH THE DAILY ACTIVITIES OF THE OWNER'S STAFF AND OPERATIONS.
I. ITEMS TO BE SALVAGED FOR RE-USE SHALL BE STORED IN A SAFE AND SECURE LOCATION AS DIRECTED BY THE OWNER UNTIL REINSTALLATION.
J. DURING ALL PHASES OF WORK CLEANING AND DISPOSAL SHALL BE PERFORMED DAILY IN SUCH A MANNER AS TO INSURE THAT THE PREMISES, ADJACENT PUBLIC PROPERTY AND ADJACENT PRIVATE PROPERTIES ARE MAINTAINED FREE FROM ACCUMULATION OF DEBRIS, WASTE MATERIAL AND RUBBISH. UNLESS NOTED OTHERWISE ALL EQUIPMENT, WRECKED AND DEMOLISHED MATERIALS, DEBRIS AND RUBBISH SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR FROM THE PREMISES AS QUICKLY AS IT ACCUMULATES. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS.
K. AT ALL LOCATIONS WHERE DEBRIS IS TO BE TRANSFERED VERTICALLY FOR A DISTANCE OF 10 FEET OR MORE THE CONTRACTOR SHALL PROVIDE AN ENCLOSED CHUTE FOR THIS PURPOSE. DEBRIS SHALL NOT SPILL FROM THE BOTTOM OF THE CHUTE DIRECTLY ONTO THE GROUND. THE FINAL DROP OF DEBRIS SHALL BE INTO EITHER AN APPROVED COLLECTION HOPPER OR TRUCK.
L. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL ITEMS TO BE REMOVED/DEMOLISHED ARE NON-LOAD BEARING PRIOR TO START OF ANY DEMOLITION. REMOVE PORTION OF EXISTING WALL SYSTEM(S) IN THEIR ENTIRETY INCLUDING BUT NOT LIMITED TO FRAMING, WALLBOARD, BASES, TRIM AND BRACING.
M. COORDINATE ARCHITECTURAL DEMOLITION DRAWINGS WITH ALL OTHER DEMOLITION DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL, MECHANICAL, ELECTRICAL PLUMBING.
N. ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, RELATED TO THE EXISTING CONDITIONS AND DEMOLITION IN GENERAL, SHALL BE REPORTED TO THE ARCHITECT/OWNER PRIOR TO START OF ANY DEMOLITION.
O. THERE IS NO KNOWN EXISTANCE OF ASBESTOS CONTAINING MATERIALS (ACMs) OR LEAD BASED PAINT IN THIS PROJECT. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB SITE. ANY SUSPECTED ACMs AND/OR LEAD PAINT DISCOVERED DURING DEMOLITION OR CONSTRUCTION MUST BE REPORTED TO THE OWNER IMMEDIATELY. DO NOT DISTURB OR AFFECT SUSPECTED MATERIALS UNTIL DIRECTED IN WRITING BY OWNER.
P. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF DEMOLITION AND CONSTRUCTION EMPLOYED ON THIS PROJECT INCLUDING ALL TEMPORARY BRACING, SUPPORT AND PROTECTION OF THE EXISTING STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PERFORMING A STRUCTURAL ANALYSIS OF THE AREAS TO BE EFFECTED BY THE WORK AND DETERMINING LOADS ON TEMPORARY SHORING, BRACING AND SUPPORT SYSTEMS. WHEN REQUIRED, CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER AT HIS/HER OWN EXPENSE TO MAINTAIN SAFE AND STABLE CONDITIONS ON THE PROJECT INCLUDING PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). ANY SEQUENCES OF WORK OR METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT ONLY AS ASSUMPTIONS TO BE CONSIDERED AS A SUGGESTED OPTION FOR REVIEW BY THE CONTRACTOR.
DEMOLITION KEYED NOTES:
1
2
3
4
5
6
7
8
9
10
REMOVE EXISTING DOOR AND DOOR FRAME - PREP FOR NEW DOOR WHERE WALLS REMAIN
REMOVE EXISTING INTERIOR WALL. FIELD VERIFY STRUCTURAL SUPPORT PRIOR TO REMOVAL
REMOVE EXISTING WOOD STAIRS, LANDINGS & SIDEWALLS -PROTECT EXISTING WALL.
REMOVE WINDOWS - PREP FOR INFILL ON ALL EXTERIOR WINDOWS.
REMOVE CASED OPENING IN THEIR ENTIRETY
REMOVE ALL CABINETRY AND COUNTERTOPS
REMOVE ALL FLOORING - PREP FOR NEW FLOORING (ALL ROOMS)
REMOVE ALL CEILING IN THEIR ENTIRETY TO STRUCTURE (ALL ROOMS WHERE APPLICABLE)
SELECT DEMO WALL FOR NEW DOOR/ WINDOW AS SCHEDULED RE: ELEV.
REMOVE STONE AND PREP FOR NEW PRE MANUFACTURED STONE REPLACEMENT
REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED CABINETRY/ TOILET PARTITONS
REMOVE PARAPET AND SIGNAGE - PREP FOR CLOSURE TO MATCH THE REST OF THE BUILDING.
REMOVE CHAIN LINK FENCE AND GATE ON SOUTH SIDE OF BUILDING - PREP ASPHALT TO BE FLUSH WITH EXISTING SITE
REMOVE RAILING TO REATTACH TO EXTENSION
REMOVE PIPE FENCE AND GAZEBO - PREP FOR NEW MONUMENT WALL AS SHOWN ON PLANS
REMOVE CONC FLATWORK AND ASPHALT WHERE SHOWN - PREP FOR NEW FOUNDATION BEAMS AND NEW CONCRETE (APPROX 308 SF ASPHALT, AND 248 SF CONC
REMOVE SIGNAGE - PREP FOR NEW SIGN
11
12
13
14
15
16
SITE DEMO
17
DEMO - REMOVE ALL EXTERIOR STONE, DOORS, WALLS, CEILINGS, FLOORS, LIGHTING, ELECTRICAL, AND PLUMBING FIXTURES IN AREAS SHOWN DASHED
TO REMAIN
Scal
e:
Project No.
Dat
e:
Dra
wn
By:
Che
cked
By:
Sheet No.
Proj
ect T
itle:
Dra
win
g Ti
tle:
Cop
yrig
ht C
202
1M
RB
Gro
upAl
l Rig
hts
Res
erve
d
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:5
5:5
2 A
MD102
SIGN
DEM
O
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/2" = 1'-0"1
ROAD SIGNAGE DEMO
17
4 18
33
24
7
21
10
EV
EN
T D
R.
A0861BC Y WILLIAMS2.40 ACRES
FM 2484
7
AC ENCLOSURE
AC ENCLOSURE
SEPTIC ENCLOSURE
130 (9X18 TYP) PARKING SPACES - FIELD VERIFY
5
18' - 0"
24' - 0"
PERMANENTLY CLOSED GATE
EXPANDED ROAD. BY
PREVIOUS CIVIL PROJECT
27' - 9"36' - 0"25' - 0"
23
SITE EXISTING EXCEPT @ ENTRY - RESTRIPE ASPHALT PARKING LOT AS SHOWN W/ 4" WHITE STRIPING AND RED FIRE LANE STRIPING PER CODE
C101
2FIRE LANE
FIRE LANE
FIRE LANEC101
3
13
' -
1"
9' -
9"
ROOF LINE ABOVE6" CONCRETE FILLED BOLLARD (TYP OF 4) -SPACED EVENLY - SEE 5/C101
FOYER
NEW SLOPED CONCRETE SLAB
NEW SLOPED CONCRETE
EXISTING ASPHALT
SLO
PE
AS
RE
Q'D
20
' -
1"NEW WHEEL STOPS WHERE
RESTRIPING OCCURS (TYP)
SLOPE
2% MAXSLOPE
2% MAX
MATCH EXISTING ELEV.
NEW SLOPED CONCRETE
MATCH EXISTING ELEV
MATCH EXISTING ELEV
MATCH F.F.0' - 0"
3' - 0"31' - 8"19' - 1"31' - 9"3' - 0"
EXISTNEW
16' - 0"19' - 1"16' - 0"
FOLLOW EXIST GRADE
EXIST NEW
SLOPE TO EXISTING WALK 1:12 MAX
SLOPE TO EXISTING WALK 1:12 MAX
FOLLOW EXIST GRADE
ROUNDED CONC. TOP TO DRAIN
6" DIA. CONCRETE FILLED STEEL BOLLARD, TYP. - PAINT
18" DIA. CONCRETE PIER
4' -
3"
3' -
0"
4' -
0"
1' - 6"
DIM
TO
SIG
NA
GE
1' -
0"
4
C101
DIM TO OUTSIDE WALL
10' - 0"
14
' -
9"
14' - 4"
DIM
TO
OU
TS
IDE
WA
LL
10
' -
0"
10 1/8"
FINISHED FLOOR0' - 0"
8" FILLED CMU W/ #4 VERTICAL REBAR @ 16" O.C.
1 1/4" GEN STONE MANUFACTURED STONE PANELS OR APPROVED EQUAL
12" PRECAST STONE CAP
7' -
10
"2
"
3' - 8"
1' - 4 15/16" 10 1/8" 1' - 4 15/16"
1' -
0"
0' -
10
"
#4 DOWEL @ 16" O.C.
REVERSE DIRECTION OF HOOK ON EVERY OTHER REBAR
#4 HORIZONTAL @ 32" MAX O.C. (USE BOND BEAM BLOCK)
2' -
0"
#4 @ 16" O.C.
1 OF 4 - #4 CONT.
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
9 A
MC101
PROP
OSED
SIT
E PL
AN
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
dM TMR
1" = 40'-0"1
SITE
No.
Revisions and Descriptions
By
Date
3/16" = 1'-0"2
ENLARGED SITE
1/2" = 1'-0"5
BOLLARD DETAIL, TYP
1/4" = 1'-0"3
STONE WALL3/4" = 1'-0"
4STONE WALL STRUCTURE
5 18
WH
WH
666
666
UP
DN
CLERKS
121
OPEN/FUTURE VOTING
130
JUDGES CHAMBER
120
COURTROOM
115
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111
60
' -
3"
IT
122
JURY/TRAINING
116
18
' -
10
"1
2' -
5"
10
' -
0"
18
' -
0"
5' -
10
"4
' -
11
"4
' -
0"
3' -
3"
13' - 9"4' - 10"7' - 9"10' - 4"46' - 0"18' - 1"17' - 0"7' - 6"
12
' -
5"
6' -
5"
4' - 4"
6' - 6"
6' -
0"
10
' -
0"
10
' -
10
"1
1' -
11
"8
' -
0"
6' -
3"
6' -
3"
15' - 0"17' - 9"29' - 4"
46' - 0"21' - 7"5' - 3"14' - 9"
20
' -
10
"
6' -
0"
6' -
7"
10
' -
3"
4' -
0"
32
' -
5"
12
' -
7"
12
' -
0"
4' -
8 1
/2"
4' -
8 1
/2"
11
' -
0"
6' -
1"
5' -
8"
15
' -
1"
2' - 11"3' - 1"
9' - 11"4' - 6"2' - 7"
4' -
8"
4' -
0"
3' -
9"
6' -
10
"
2' - 11 1/2"1' - 11"4' - 0"1' - 11"4' - 0"1' - 11"4' - 0"15' - 5"
4' -
0"
9' -
5"
5' -
3"
9' -
5"
4' -
0"
10' - 4"
3' - 3"4' - 3"
EVIDENCE
104
STORAGE
109
CONFERENCE
112
CONFERENCE
113
ADA RR
129
CONSTABLE
103
29' - 6"7' - 6"45' - 9"
CORRIDOR
125
CONSTABLE
105
STORAGE
118
2' -
7"STORAGE
124
AV
117
5' - 6"8' - 5"4' - 2"
16
' -
0"
16
' -
0"
COURT
114
7' -
0"
6' -
0"
3' -
0"
3' -
0"
6' -
0"
7' -
0"
4' -
0"
11
' -
7"
45' - 0"19' - 1"61' - 2"
10
' -
0"
FOYER
101
1
A301
2
A301
CLOSET
119
COORIDOR
123
20' - 1 1/2"3' - 4"6' - 4 1/2"2' - 10"14' - 8"3' - 10"3' - 0"3' - 10"25' - 9"3' - 4"26' - 8"3' - 4"1' - 3"3' - 4"3' - 7"
13' - 8"4' - 4"70' - 10"10' - 6"15' - 5"
20' - 1 1/2"3' - 4"6' - 4 1/2"2' - 10"3' - 4"
8' - 0"
7' - 5"6' - 4"7' - 5"8' - 0"42' - 7"
4' -
6"
34
' -
10
"1
1' -
6"
8' -
5"
50
' -
8"
9' -
7"
3' - 6"4' - 6 1/2"10' - 0"4' - 6 1/2"3' - 6"
1
A302
A40113
A401 6
A4017
A401
1
3
11
12
10
2
17' - 10"
125' - 3"
10' - 2"5' - 3"
1' -
7"
4' -
1"
1' -
7"
4' -
6"
9' - 11"5' - 6"
9' -
5"
5' -
0"
3' - 9"2' - 6"
3' -
6"
26' - 1" ALL SEATING TO BE PROVIDED BY OWNER
DOORS AND WINDOW SCHEDULE - SHEET A601
17
A501
7' - 8"12' - 4"
0' - 0"
1' -
8"
3
A302
14
A401
4
C101
A402
2
A402
3
A402
1
9' - 9"
19
' -
6"
4' -
4"
36
' -
5"
1' -
10
"6
' -
4"
1' -
10
"
6' -
1"
3' -
4"
0' -
2"
1' -
4"
3' -
4"
22
' -
3"
2' -
10
"2
0' -
11
"
2'-10" x 2'-10" WINDOW INFILL
36" x 84" WALL INFILL
36" x 84" WALL INFILL
56" x 84" WALL INFILL 36" x 84" WALL INFILL
36" x 84" WALL INFILL
3'-10" x 2'-10" WINDOW INFILL3" X 3'-10" WINDOW INFILL
8' -
7"
20' - 7"MEZZANINE ABOVE - RE: A102
36" x 84" WALL INFILL
5' - 11"11' - 6"
4' -
5"
A102
5
A401
9
2' -
0"
A401 4
5
6' - 9"6' - 9"3' - 8"
11
' -
10
"
2' -
11
"6
' -
0"
3' -
1"
10' - 2"
12
' -
1"
10' - 1"
6' -
2"
8' - 0"3' - 0"3' - 0"
6' -
11
"
3' - 0"3' - 0"3' - 6"
SAFES BY OWNER
10 1/8" - CMU WITH PREMANUFACTURED GENSTONE ON BOTH SIDES
12" - EXISITNG WALL
12" - NEW WALL INFILL
8 5/8" - PRE MANUFACTURED GENSTONE ON EXTERIOR SHEATHING ON 6" METAL STUD ON GYP BD ON INTERIOR
5" - EXISTING WALL
4 7/8" - NEW METAL STUD WALL
5" - NEW WOOD STUD PONY WALL W/ PLYWOOD FACES
4 7/8" - NEW METAL STUD PONY WALL W/ GYP FACES
4 3/4" - NEW WOOD STUD PONY WALL W/ GYP BOTH SIDES @ DESKS
1 1/4" PRE MANUFACTURED GENSTONE
WALL LEGEND
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:0
7 A
MA101
SCHE
MAT
IC F
LOOR
PLA
N
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
3/16" = 1'-0"1
FLOOR PLAN SCHEMATIC 7,646 SF
No.
Revisions and Descriptions
By
Date
6 18
UP
EXISTING METAL ROOF
2:1
22
:12
41' - 9"26' - 1"57' - 8"
3:1
2
3:12
3:1
2
3:12
HVAC
HV
AC
EX
IST
ING
RA
MP
EXISTING METAL ROOF
EXISTING METAL ROOF EXISTING METAL ROOF
EXISTING METAL ROOF
EXISTING METAL ROOFEXISTING METAL ROOF
NEW METAL ROOF - MATCH EXIST
4:124:12
3:1
24:12
4
A102
2' -
0"
20' - 7"
HVAC MECH EXTENSION
NEW FASCIA PANEL AND
TRIM TO MATCH EXIST @
PARAPET DEMO
3:1
2
12' - 0"
9' - 0"
9' - 0"9' - 0"
9' - 0"9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
*
*
****
**
**
24 X 36 ALUM ATTIC ACCESS PULL DOWN - RATED 250 LB MIN
GYP. BD.
CEILING LEGEND
2X2 ACT
FINISHED FLOOR0' - 0"
REATTACH RAILING @ FRONT OF MEZZANINE
EXISTING WOODEN FENCE
2'-0" EXTENSION
4' - 9"
2' - 0" 6' - 7"
EXIST EXPANDED METAL RAILING
INFILL EXPANDED METAL RAILING TO
MATCH EXISTING
EXIST STEEL MECH MEZZANINE. EXTEND C-CHANNEL 2'-0" NORTH - BRACING TO MATCH SIZE & SPACING OF EXISTING. NEW EXPANDED METAL FLOORING TO MATCH EXISTING. FULLY WELD AND GRIND ALL CONNECTIONS, TYP. (PAINT ALL EXPOXY BLACK)
EXISTING BUILDING
0' - 5"
1
A301
2
A301
A40113
A401
8
1' - 0"
0' - 6"
0' - 6" 0' - 0"0' - 0"
6' - 0"7' - 5"
6' -
0"
6' -
0"
1' -
0"
5' -
8"
11"
1' - 0"1' - 0"
22'-0" RADIUS
3' -
0"
7' -
1"
9' -
2"
4"
7' -
1"
4"
1' -
0"
6' -
0"
1' -
0"
1' - 3"2' - 9"
2' -
0"
3' -
9"
3' -
0"
3' - 0"
1' - 0"6' - 0"1' - 0"3' - 0"
1' - 8"
1 1/2" TUBE STEEL RAILING -WELD AND GRIND ALL JOINTS
10
A501
11
A501
12
A501
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:0
9 A
MA102
RCP/
ROOF
PLA
N
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1" = 10'-0"1
ROOF PLAN
1" = 10'-0"2
RCP PLAN
3/8" = 1'-0"4
HVAC PLATFORM
***
BLOW - IN CELLULOSE INSULATION OVER GYP - 0'-6" MIN @ THESE ROOMS (COVER ENTIRE CEILING)
BLOW - IN CELLULOSE INSULATION OVER GYP - 6'-0" MIN FROM WALL
3/8" = 1'-0"5
ENLARGED PLAN @ DAIS
7 18
WH
WH
UP
DN
WH
WH
UP
DN
1
7
7
2
11
1
1
1
1
1
1
1
1
7
7
1
4
1
1
1
3
7
7
1
3
5
5
5
5
5
5
55 5
5
5
1
5
5
5
5
53
A103
5
1
6 6
6
6
3
3
7
TYPE 1. STANDARD WALL - 3 5/8" METAL STUD AT 16" O.C. WITH 5/8" GYP ON BOTH SIDES - SUBSITUTE WITH GREEN BOARD AT WET AREAS
TYPE 2. PONY WALL - TYPE 1 WALL - 4'-0" HIGH WITH 3X3 STL COLUMN @ UNSUPPORTED END (TYP)
TYPE 3. PONY WALL - 2X4 WOOD STUD @ 16" O.C. WITH 3/4" OAK VENEER, STAINED PLYWOOD ON BOTH SIDES. SEE INTERIOR ELEV. FOR WALL HEIGHTS
TYPE 4. EXTERIOR - 2" PRE MANUFACTURED STONE WITH ON WATERPROOF BARRIER ON EXTERIOR SHEATHING ON 6" METAL STUD 18 ga WITH 5/8" GYP BD ON INTERIOR. 6" BATT INSULATION IN ALL CAVITIES
TYPE 5. EXISTING WALLS - SHALL NOT BE MODIFIED.
TYPE 6. EXTERIOR - 2" PRE MANUFACTURED STONE - SEE ELEVATIONS FOR HEIGHTS
TYPE 7. SOUND WALL - TYPE 1 W/ 4" UNFACED BATT INSULATION
WALL TYPES
OAK STAINED PLYWOOD CAP WITH 1 1/4" STAINED BULLNOSE EDGES
SE
E E
LE
V.
3X3 STEEL COLUMN ON 4X3 PLATE BOLTED TO FLOOR @ UNSUPPORTED ENDS (TYP)
FINISH SPECIFICATIONS
GYP BD - INTERIOR CEILINGS TO BE 5/8" TYPE 'X' GYPSUM BOARD, TEXTURED WITH A MEDIUM LEVEL ORANGE PEEL AND PAINTED WITH ONE COAT PREP RITE 200 LATEX WALL PRIMER B28W200 (1.1 MILS) AND TWO COATS REGAL INTERIOR PAINT.
ACT - 2X2 ACOUSTIC TILE, ARMSTRONG OPTIMA LAY-IN SQUARE. THROUGHOUT EXCEPT WHERE OTHERWISE NOTED - INSTALL PER MANUF RECOMMENDATIONS
METAL FRAMES TO BE PAINTED WITH SATIN WATER BASE ACRYLIC LATEX EQUIVALENT TO ONE COAT OF DTM ACRYLIC PRIMER/FINISH (2.5 MILS) AND TWO FINISH COATS DTM ACRYLIC S-6 (3.0 MILS EA.). PAINT TO MATCH ADJACENT WALLS
ALL WINDOW TRIM, PRIME & PAINT, INTERIOR SIDE
RUBBER BASE, TYP. THROUGHOUT. TILE BASE IN BATHROOMS
ALL INTERIOR DOORS TO BE STAIN GRADE
ALL INTERIOR FRAMES TO BE PAINTED
WALLS
CEILINGS
TRIM
DOORS
FLOORS
ALL PAINTS TO BE SHERWIN WILLIAMS UNLESS OTHERWISE NOTED OR APPROVED EQUIVALENT
ALL INTERIOR GYP. BD. WALLS TO BE 5/8" TYPE 'X' GYPSUM BOARD, TEXTURED WITH A MEDIUM LEVEL ORANGE PEEL AND PAINTED WITH ONE COAT ULTRA SPEC 500 WALL PRIMER 534 (1.1 MILS) AND TWO COATS INTERIOR PAINT SATIN A100 (1.6 MILS)
SEALED CONCRETE
CARPET TILE FLOORING BY PATCRAFT AS NOTED ON PLANS
LUXURY VINYL TILE BY PATCRAFT AS NOTED ON PLANS
PORCELAIN TILE IN WET AREAS (RESTROOMS AND MOP ROOM)
ALL INTERIOR SIGNAGE TO BE ADA COMPLIANT. STANDARD SIGNAGE AT EACH ENTRANCE, AND INTERIOR ROOM.
EXTERIOR SIGNAGE TO BE FROM TEXAS CUSTOM SIGNS OR APPROVED EQUAL
SIGNAGE
PRIME AND PAINT ALL EXPOSED METAL, CONDUIT, PLYWOOD PANELS (TYP)MISC
CONSTABLE
103
EVIDENCE
104
LOBBY
102
FOYER
101
MEN
106
MOP
107
WAIT/SECURITY
108
WOMEN
110
STORAGE
109
CONFERENCE
112
CONFERENCE
113
ELEC
111
COURT
114
COURTROOM
115
CLERKS
121
IT
122
COORIDOR
123
STORAGE
124
OPEN/FUTURE VOTING
130
JUDGES CHAMBER
120
STORAGE
118CLOSET
119
AV
117
JURY/TRAINING
116BREAKROOM
126
RISER
127
ADA RR
129
RR
128
CORRIDOR
125
CONSTABLE
105
SEALED CONCRETE (SC-1)
CARPET TILE (CT-1)
LUXURY VINYL TILE (LVT-1)
PORCELAIN TILE (PT-1)
ROOM FINISH LEGEND
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
1 A
MA103
PART
ITIO
N TY
PE A
ND F
INIS
HES
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1" = 10'-0"1
PARTITION PLAN
1 1/2" = 1'-0"3
PONY WALL DETAIL (TYP)
FINISH MATERIALS
Code Material Manufacturer Size Style/Color Comments
PT-1 PORCELAIN TILE TBD 12x12 TBD
PTD-1 PAINT SHERWIN WILLIAMS - TBD
PTD-2 PAINT SHERWIN WILLIAMS - TBD TRIM
SC-1 SEALED CONCRETE TBD - TBD
TB-1 TILE BASE TBD 4x12 TBD
RB-1 RUBBER BASE ROPPE 1x4 TBD
LVT-1 LUXURY VINYL TILE PATCRAFT TBD TBD
CT-1 CARPET TILE PATCRAFT TBD TBD
1" = 10'-0"2
FLOOR FINISH PLAN
Room Schedule
Number NameFloorFinish
BaseFinish
WallFinish Ceiling Finish
CeilingHeight Comments
101 FOYER LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
102 LOBBY LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
103 CONSTABLE CT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
104 EVIDENCE SC-1 RB-1 PTD-1 2X2 ACT 9' - 0"
105 CONSTABLE CT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
106 MEN PT-1 TB-1 PTD-1 GYP BD 9' - 0"
107 MOP SC-1 TB-1 PTD-1 2X2 ACT 9' - 0"
108 WAIT/SECURITY LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
109 STORAGE SC-1 RB-1 PTD-1 2X2 ACT 9' - 0"
110 WOMEN PT-1 TB-1 PTD-1 GYP BD 9' - 0"
111 ELEC LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
112 CONFERENCE CT-1 RB-1 PTD-1 GYP BD 9' - 0"
113 CONFERENCE CT-1 RB-1 PTD-1 GYP BD 9' - 0"
114 COURT LVT-1 RB-1 PTD-1 GYP BD 12' - 0"
115 COURTROOM LVT-1 RB-1 PTD-1 GYP BD 12' - 0"
116 JURY/TRAINING LVT-1 RB-1 PTD-1 GYP BD 9' - 0"
117 AV LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
118 STORAGE LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
119 CLOSET LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
120 JUDGES CHAMBER CT-1 RB-1 PTD-1 GYP BD 9' - 0"
121 CLERKS CT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
122 IT LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
123 COORIDOR LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
124 STORAGE LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
125 CORRIDOR LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
126 BREAKROOM LVT-1 RB-1 PTD-1 2X2 ACT 9' - 0"
127 RISER SC-1 RB-1 PTD-1 OPEN TO DECK 9' - 0"
128 RR PT-1 TB-1 PTD-1 GYP BD 9' - 0"
129 ADA RR PT-1 TB-1 PTD-1 GYP BD 9' - 0"
130 OPEN/FUTURE VOTING LVT-1 RB-1 PTD-1 GYP BD 9' - 0" 8 18
GENERAL NOTE:
ALL NEW FULL HEIGHT WALLS TO BE SUPPORTED TO STR @ 4'-0" O.C. IF PERPENDICULAR WALL NOT PRESENT. RE: 20/A501
FINISHED FLOOR0' - 0"
EXISTING EAVEHEIGHT
15' - 0"
1
A301
42' - 7" 8' - 0" 1' - 1" 4' - 6 1/2" 3' - 3" 3' - 6" 3' - 3" 4' - 6 1/2" 1' - 0" 8' - 0" 3' - 4" 2' - 10" 6' - 6 1/2" 3' - 0" 20' - 3 1/2"
2' -
0"
6' -
0"
AWNING EAVEHEIGHT
9' - 0"
3' -
6"
3:12
4:12 4:12
EXISTING AWNING
4' -
0"
4' -
0"
GEN STONE MANUFACTURED STONE NEW METAL ROOF - MATCH EXISTING
2" GEN STONE MANUFACTURED LEDGER - FOLLOW MANUF RECOMMENDATIONS FOR
INSTALLATION
14' - 4"
NEW GENSTONE PRE MANUFACTURED STONE TO REPLACE DEMOED STONE
6" BOLLARD (4 TOTAL)
EXISTING WALL PANELS
FINISHED FLOOR0' - 0"
EXISTING EAVEHEIGHT
15' - 0"
1
A301
EXISTING METAL ROOFEXISTING METAL PANEL WALLS
AWNING EAVEHEIGHT
9' - 0"
3:12
2' -
4"
EXISTING WOOD PONY WALLNEW GEN STONE WAINSCOT WALL GENSTONE PRE MANUFACTURED STONE WRAPPED WALL (BEYOND)
8' -
5"
4' - 10" 15' - 9"
EXISTING STAIRS, RAMP AND RAILING TO REMAIN
EXISTING AWNINGRELOCATED EXPANDED METAL GUARD
EXISTING AWNING
EXISTING AWNING
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
3/16" = 1'-0"
9/2
/202
1 1
0:3
8:1
2 A
MA201
ELEV
ATIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
3/16" = 1'-0"1
South
3/16" = 1'-0"2
North
9 18
FINISHED FLOOR0' - 0"
EXISTING EAVEHEIGHT
15' - 0"
2
A301
3:12
2:12 2:12
3:12
EXISTING RAMP
EXISTING HVAC MEZZANINE (NO WORK)
EXISTING HVAC MEZZANINE
8' -
5"
8' -
8"
10' - 0"
6' - 7" 2' - 0"
2'-0" EXTENSION
NEW METAL ROOF - MATCH EXISTING
NEW RAILING AROUND MEZZANINE
EXISTING WOOD FENCE ENCLOSURE
7' - 5"
NEW 6" BOLLARD (1 OF 4)
EXISTING FENCE AND GATE
FINISHED FLOOR0' - 0"
EXISTING EAVEHEIGHT
15' - 0"
2
A301
AWNING EAVEHEIGHT
9' - 0"
2:122:12
3:12
45' - 8" 3' - 0" 1' - 10" 3' - 0"1' - 9 1/4" 14' - 9"
3:12
2' - 0" 6' - 7"
2'-0" EXTENSION WITH NEW RAILING
REPLACE STONE WITH GEN STONE WALL TO MATCH GEN STONE WAINSCOT
NEW PRIVACY WALL WRAP WITH GEN STONE MANUFACTURED STONE PANELS
8' -
0"
SIGNAGE BY TEXAS CUSTOM SIGNS OR APPROVED EQUAL
6" BOLLARD
EXISTING GATE AND FENCE
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
3/16" = 1'-0"
9/7
/20
21
1:5
5:2
8 P
MA202
ELEV
ATIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
3/16" = 1'-0"1
East
3/16" = 1'-0"2
West
10 18
Bell CountySalado Annex
2
A203
0' - 4" 8' - 0" 0' - 4"
1' -
6"
4' -
0"
1' -
7"
1/4" STEEL PLATE W/ 4 BOLTS - 2" STANDOFF FROM BACK PLATE - FINISH TO BE SEALED GLOSSY BLACK ON ALL SIDES
1/2" X 6" HILTI SNCHORS SET INTO STONE
0' -
6"
2' -
10
"0
' -
4"
2' -
10
"0
' -
7"
1' -
0"
1' - 0"
11057 Event Dr
1' - 0"3' - 10"0' - 4"3' - 10"1' - 0"
PLASMA CUT LETTERING - FONT TO BE DETERMINED BY OWNER
0' -
4"
0' - 4"
1' -
7"
4' -
0"
1' -
6"
0' - 2"
1/2" X 6" HILTI ANCHORS SET INTO STONE (TYP OF 8)
0' - 2"
1/2" X 8" HILTI ANCHORS SET INTO STONE (TYP OF 4)
0' - 4"
0' -
4"
0' -
4"
0' - 4"
2' -
10
"0
' -
4"
2' -
10
"
4' - 10" 0' - 4" 4' - 10"
10' - 0"
6' -
0"
1' - 2" 7' - 8" 1' - 2"
1' -
2"
3' -
8"
1' -
2"
0' -
3 1/
8"
1/4" STEEL PLATES - 3 BOLTS EACH W/ 2" STANDOFF FROM SMOOTH FACE OF STONE.
0' - 4"
0' -
4"
0' - 4"
0' -
4"
0' - 4"
ALIGN INSIDE HOLE FOR BOLTS WITH TOP STEEL PLATE
0' -
3 1/
8"
Scal
e:
Project No.
Dat
e:
Dra
wn
By:
Che
cked
By:
Sheet No.
Proj
ect T
itle:
Dra
win
g Ti
tle:
Cop
yrig
ht C
202
1M
RB
Gro
upAl
l Rig
hts
Res
erve
d
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:5
5:5
2 A
MA203
ROAD
SIG
NAGE
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/2" = 1'-0"1
ROAD SIGNAGE 1/2" = 1'-0"2
ROAD SIGNAGE SECTION
1" = 1'-0"3
BACK PANELS
11 18
FINISHED FLOOR0' - 0"
2
A301
COURTROOM
115
CLERKS
121
LOBBY
102
2:122:12
NEW METAL ROOF - MATCH EXISTING
GEN STONE MANUF STONE PANELS
INFILL AT ALL DOOR/WINDOW HOLES
8' -
5"
FINISHED FLOOR0' - 0"
1
A301
EXISTING METAL ROOF
OPEN/FUTURE VOTING
130
JUDGES CHAMBER
120
COURTROOM
115
COURT
114 WAIT/SECURITY
108
A302
2MOUNT TO FLOOR USING L-BRACKETS
9' - 9"
4' -
0"
PONY WALL
4
A102
1 1/2" TUBE STEEL -WELD AND GRIND ALL JOINTS. MOUNT 32" MIN ABOVE RAMP FLOOR
4"
ALL WALLS TO EXTEND 4" ABOVE CEILING HEIGHT - BRACE
UNSUPPORTED WALLS - RE: 19/A501
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
3/16" = 1'-0"
9/2
/202
1 1
0:3
8:1
4 A
MA301
BUIL
DING
SEC
TION
S
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
3/16" = 1'-0"1
Section 1
3/16" = 1'-0"2
Section 2
12 18
METAL ROOF TO MATCH EXISTING MATERIAL ON ROOF SHEATHING ON 6" Z PURLINS SPACED @ 24" O.C. WITH 3/4" HARDI PANEL SOFFIT WHERE EXPOSED
GEN STONE PRE MANUFACTURED STONE ON EXTERIOR SHEATHING ON 6" STRUCTURAL METAL STUD SPACED 16" O.C. WITH 5/8" GYPSUM BOARD ON INTERIOR
BASE AS SCHEDULED
CEILING AS SCHEDULED
R-15 BATT INSULATION
R-38 SPRAY FOAM INSULATION
0' -
5"
3' - 6"
SEE STRUCTURAL FOR FOOTING DETAILS
METAL FASCIA CONNECTED TO END CHANNEL - INSTALL PER MANUF RECOMMENDATIONS
ANCHOR BOLT
HARDI SOFFIT
EXISTING EXTERIOR WALL
1 1/4" GEN STONE MANUFACTURE STONE PANELS OR APPROVED EQUAL
METAL FLASHING AS REQ'D
2" GEN STONE MANUFACTURED LEDGER -FOLLOW MANUF RECOMMENDATIONS FOR INSTALLATION
3' -
9"
0' -
3 1
/2"
A501
13
CONT. METAL FLASHING TO MATCH WALL PANEL PROFILE - CAULK ALL JOINTS
STANDING SEAM METAL ROOF TO MATCH EXISTING MATERIAL ON ROOF SHEATHING ON 5 1/2" Z PURLINS SPACED @ 48" O.C. WITH 3/4" HARDI BOARD SOFFIT
EXISTING EXTERIOR WALL - REPAIR IF DAMAGED DURING CONST. (TYP)
EXISTING ROOF
6" C-CHANNEL - INSTALL BLOCKING BEHIND AND BOLT THROUGH @ 24" O.C.
R-38 SPRAY FOAM INSULATION
EXISTING GUTTER AND DOWNSPOUT -NO WORK
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
5 A
MA302
WAL
L SE
CTIO
NS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1 1/2" = 1'-0"1
FOYER WALL SECTION1 1/2" = 1'-0"
2STONE WAINSCOT WALL
1" = 1'-0"3
ROOF CONNECTION TO BUILDING
13 18
LOBBY
102
1' - 8"17' - 10"1' - 8"
9
A501
2' -
10
"
2' - 0"4' - 9"2' - 0"4' - 9"2' - 0"2' - 3"
2' -
10
"4
' -
2"
1' - 0"4' - 2"4' - 1"4' - 1"4' - 2"2' - 0"
18
A501
LOBBY
102
1' - 0"
1' - 8" 3' - 10" 1' - 1"
9
A501
1' - 8" 2' - 0" 2' - 11"
18
A501
2' -
10
"4
' -
2"
LOBBY
102
1' - 8" 4' - 1" 4' - 2" 1' - 8"
9' - 11" 1' - 8"
2' - 1" 2' - 0" 4' - 0" 2' - 0" 1' - 6"
9
A501
18
A501
2' -
10
"4
' -
2"
BREAKROOM
126
3
A501
4
A501
1
A501
4' - 2 1/16" 3' - 0" 2' - 9" 3' - 0" 1' - 9"
7
A501
8
A501
2' -
10
"
JURY/TRAINING
116
2' - 6" 2' - 9" 1' - 3"
1
A501
4
A501
3
A501
2' -
10
"
COURTROOM
115
3/4" WOOD MOULDING -SPACED EVENLY ON 1/2" WOOD PANEL
MOUNT TABLES USING L BRACKETS ALL SEATING BY OWNER
COURTROOM
115
32' - 0 1/8"
12' - 7 1/2" 0' - 10"0' - 10" 12' - 7 1/2"
0' -
6"
2' -
0"
0' -
6"
3' -
0"
2' - 1 1/2"2' - 0"
1/2" WOOD PANEL W/ 2' - 0" X 2' - 0" MOULDING SPACED EVENLY
USE L BRACKETS TO MOUNT TABLES TO FLOOR -
COURTROOM
115
MOUNT TABLES USING L BRACKETSALL SEATING BY OWNER
BAILIFF DESK
11"
COURTROOM
115
2' -
0 1
/2"
2' - 0"2' - 1 1/2" 1' - 1 1/2" 2' - 9" 1' - 1 1/2" 2' - 1 1/2"
2' -
0"
0' -
9"
4" 7' - 1" 4"
7' - 9"
RAMP (ADA)
6" AFF
1/2" WOOD PANEL WITH WOOD MOULDING SPACED EVENLY
3' -
6"
3' -
0"
1' - 6"
AV
117
CLOSET
119
7' - 0 1/8" 1' - 0"
2X4 FRAMING WITH 1/2" PLYWOOD
FIXED CLOSET SHELF AND CLOTHES RACK
1' - 6"
6' -
0"
0' -
4"
BASE AS SCHEDULED - BEYOND
6
A501
1' - 3"2' - 9"
5
A501
2' -
10
"
3' - 0"3' - 0"3' - 0"3' - 0"
2' -
10
"1
' -
8"
2' -
6"
4
A501
7
A501
18" DEEP - 3/4" PLYWOOD SHELVING; FLOOR TO
CEILING @ 24" O.C.
HEAVY DUTY STEEL BRACKETS TO BE SPACED EVENLY
18" DEEP - 3/4" PLYWOOD SHELVING; FLOOR TO CEILING @ 24" O.C.
HEAVY DUTY STEEL BRACKETS TO BE SPACED EVENLY
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
6 A
MA401
INTE
RIOR
ELE
VATI
ONS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/4" = 1'-0"1
LOBBY - NORTH1/4" = 1'-0"
2LOBBY - EAST
1/4" = 1'-0"3
LOBBY - WEST
1/4" = 1'-0"6
BREAKROOM - EAST1/4" = 1'-0"
7JURY/TRAINING - WEST
1/4" = 1'-0"10
COURTROOM - NORTH
1/4" = 1'-0"11
COURTROOM - EAST1/4" = 1'-0"
12COURTROOM - SOUTH
1/4" = 1'-0"13
COURTROOM - WEST
3/8" = 1'-0"14
RAISED FLOOR SECTION
1/4" = 1'-0"8
BAILIFF DESK - NORTH
14 18
1/4" = 1'-0"9
CLERKS - NORTH
3/8" = 1'-0"4
EVIDENCE ROOM - EAST 3/8" = 1'-0"5
EVIDENCE ROOM - SOUTH
WH
A402 6
A402
8
5
A8
A7
A4
A2
A9 A10
A5
A3
A1
A6
A6
A3
A1A9
A2
A4
A5
4
7 9
A11
1' -
0"
2' -
0"
4' -
0"
1' -
0"
3' - 6"
4' -
0"
1' -
0"
2' -
0"
1' -
10
"
1' - 6"
3' -
6"
1' -
9"
1' -
6"
A40210 12
11
A1 A2
A1
A2
A2
A2
A2
A3
A3 A4
A4
A4
A4
A4
A5
A6A
A7
A8
A9
A9
A9
A9
A9
A11
2' - 0"1' - 0"
1' -
0"
4' - 0"
3' -
6"
1' -
6"
2' - 0"1' - 0"
2' - 0"1' - 0"
2' - 0"1' - 0"
2' - 0"1' - 0"
2' - 0"1' - 0"
2' -
6"
1' -
0"
5' -
0"
3' -
1"
3' -
1"
3' -
1"
3' -
3"
5' - 6"
A402 1513
14
16
A1
A2
A2
A3
A3
A5
A6A
A7
A8
A9
A9
A10
A10
A10A11
4' - 0"
3' -
6"
1' -
6"
3' - 0"
3' - 0"
1' -
6"
1' -
6"
2' - 0"1' - 0"
0' -
9"
3' - 4"
5' -
2"
3' -
1"
4' -
4"
2' -
6"
2' -
9"
5' - 6"
A1
A2
A3
A4
A5
A6
A6A
A7
A8
A9
A10
A11
ACCESSORIES LEGEND
INSTALL AT EACH RESTROOM LAVATORY AS SHOWN ON PLANS 1. MODEL NUMBER: GEORGIA PACIFIC COMMERCIAL MODEL 59462
EACH RESTROOM TOILET1. MODEL NUMBER: BOBRICK B-2890
INSTALL AT EACH LAVATORY AS SHOWN ON PLANS1. MODEL NUMBER: BOBRICK B-2111 OR EQUAL
EACH UNI-SEX RESTROOM1. MODEL NUMBER: BOBRICK B-270
PORCELAIN WALL-MOUNT (ADA)1. INSULATE HOT WATER SUPPLY AND DRAIN
RE: MEP
INSTALLED 24" X 36" BEVELED FRAME OVER WALL MOUNTED LAVATORY1. MODEL NUMBER: BOBRICK B-290 OR APPROVED EQUAL - CONFIRM WITH
OWNER PRIOR TO INSTALLATION2. DESCRIPTION: BEVELED FRAME EDGE GALVANIZED STEEL BACK WITH
SLOTS FOR MOUNTING SCREWS AND INTEGRAL SCREW-HEAD LOCK. BACK PROTECTED BY SHOCK-ABSORBING WATER-RESISTANT PADDING
3. INSTALL MIRROR AT 3'-4" AFF TO REFLECTIVE SURFACE
INSTALLED 72" X 48" BEVELED EDGE MIRROR - ADHERE TO WALL WHERE SHOWN1. MODEL NUMBER: BOBRICK B-290 OR APPROVED EQUAL2. INSTALL MIRROR AT 3'-4" AFF TO REFLECTIVE SURFACE
INSTALLED IN EACH ACCESSIBLE TOILET AS SHOWN ON PLANS1. MODEL NUMBER: BOBRICK B-68062. DESCRIPTION: 1-1/2" OUTSIDE DIA. X PLAN LENGTH, HORIZONTAL,
1-1/2" WALL CLEARANCE. TYPE 304 MINIMUM 18 GA. STAINLESS STEEL. CONCEALED SCREW ATTACHED MOUNTING AND ANCHORAGE. NO.4 SATIN FINISH. MINIMM 900 POUND SUPPORTING CAPACITY
EACH UNI-SEX, MOUNT TO DOOR (ADA)1. MODEL NUMBER BOBRICK B-6722. MOUNT @ 48" AFF MAX.
INSTALLED IN EACH UNISEX AND PARTITIONED RESTROOM - CENTERLINE 16" FROM WALL AT ALL ADA RESTROOMS1. MODEL NUMBER: RE: MEP
1. MODEL NUMBER: RE: MEP
INSTALL IN EACH ACCESSIBLE RESTROOM AS SHOWN ON PLANS1. MODEL NUMBER: BOBRICK KB110-SSWM
PAPER TOWEL DISPENSERTOUCHLESS
TOILET TISSUE DISPENSER
SOAP DISPENSER
SANITARY NAPKIN DISPOSAL
SINK
SMALL MIRROR
LARGE MIRROR
42" GRAB BAR
36" GRAB BAR
ADA COMPLIANT FLOOR MOUNTED TOILET
ADA COMPLIANT WALL MOUNTED URINAL
BABY CHANGING STATION WALL MOUNTED
A8A9
A7
A4
A2A11
2
A501
2' - 0"
3' -
0"
3' - 0"
A6A1A3
A10
A5
2' -
10
" A2
A4
3' -
0"
2' - 0"
A9
A5
A6
A1
2
A5014' -
0"
6' - 0"
7' - 0"
A1 A3
A6A
A5
A11
2' -
10
"
A1
A3
A9
2
A501
6' - 0"
4' -
0"
7' - 0"
A3 A6A
A5
A11
2' -
10
"
A3
A1
A10
A9
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
7 A
MA402
ENLA
RGED
PLA
NS A
ND A
CCES
SORI
ES
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
3/8" = 1'-0"1
ENLARGED SINGLE RESTROOMS3/8" = 1'-0"
2ENLARGED WOMEN'S RR
3/8" = 1'-0"3
ENLARGED MEN'S RR
1/4" = 1'-0"5
ADA RR - NORTH
1/4" = 1'-0"4
ADA RR - WEST1/4" = 1'-0"
6ADA RR - EAST
1/4" = 1'-0"7
RR - WEST1/4" = 1'-0"
8RR - NORTH
1/4" = 1'-0"9
RR - EAST
1/4" = 1'-0"10
WOMENS RR - WEST1/4" = 1'-0"
11WOMENS RR - NORTH
1/4" = 1'-0"12
WOMENS RR - EAST1/4" = 1'-0"
13MENS RR - WEST
1/4" = 1'-0"14
MENS RR - NORTH
1/4" = 1'-0"15
MENS RR - EAST1/4" = 1'-0"
16MENS RR - SOUTH
15 18
PARTITION NOTE:
ALL PARTITIONS TO BE P-LAM W/ CEILING AND FLOOR MOUNTS AS SHOWN
KNEE SPACE CLEAR AREA
TILE WALL WHERE EXPOSED
BASE AS SCHEDULED
1/2" SOLID SURFACE COUNTERTOP ON 3/4" WATER RESISTANT PARTICLE BOARD OR MDF, EASED EDGES, TYP
0' -
9"
0' -
1 1
/2"
0' - 8"
1' -
6"
0' - 11"
0' -
2 1
/2"
0' - 3"
PULL AS SPECIFIED
P-LAM ON 3/4" MDF DOOR
FULLY CONCEALED 170° OPENING HINGES
P-LAM BASE - ATTACH TOE KICK TO DOOR
INSULATE ALL EXPOSED PIPES
UNDERMOUNT SINK, RE: MEP
EXTEND FLOORING AS SCHEDULED UNDER SINK AREA
2' -
10
"
2' - 0"
2' - 0"
DOUBLE BEVELED EDGE
0' -
10
"
2' -
3"
0' -
2"
P-LAM CABINETRY
TILE
BASE AS SCHEDULED
REQ'D CLEAR AREA
SOLID SURFACE COUNTERTOP
2' -
10
"
4"
1'-1
1"
5"
BASE AS SCHEDULED
SOLID SURFACE COUNTERTOP
DOUBLE BEVELED EDGE
P-LAM FACE
P-LAM CABINETRY
1/2" ADJ. SHELF
2' -
10
"
2' - 0"
1/2" MELAMINE ADJ. SHELF
P-LAM DOORS
2' -
6"
RE
FE
R T
O E
LE
V.
1' - 2"
2 SCREW HANDLE (TYP @ CASEWORK)
LAMINATE DOORS1
' -
0"
RE
FE
R T
O E
LE
V.
1' - 2"
CONT. SEALANT,BOTH SIDES.
METAL STUD WALL FRAMING W/ BATT INSULATION
5/8” GYP. BD.
HOL. MTL. FRAME, PAINT
DOOR AS SCHED.
EXISTING METAL BUILDING
0' - 1"
GENSTONE LEDGER CAP
MTL FLASHING, CAULK ALL JOINTS
EXISTING METAL BUILDING
3 1
/2"
2"
STOREFRONT WINDOW AS SCHEDULED -FLASH & CAULK WINDOW PER MANUF. RECOMMENDATIONS
CONTINUOUS CAULK AT ALL JOINTS
5/8" GYP. BD. (TYP.)
1x WOOD TRIM SILL, TYP. ALL WINDOWS, PRIME & PAINT
R-15 BATT INSULATION, TYP. AT WALLS
EXISTING METAL BUILDING
5/8" GYP. BD. WALL FINISH AS SCHED.
3 5/8" METAL STUD
CONT. SEALANT, BOTH SIDES
HM. FRAME, PAINT
DOOR AS SCHED.
BASE AS SCHEDULED
TEMPERED GLASS
VERTICAL SUPPORT
BRACKET
5/8' GYP. BD ON3 5/8" MTL STUD, ACHOR TO CONC. 48" OC.
2' -
10
"2
"
1' - 8"
LOBBY CONSTABLE
3/4" PLYWOOD CASED OPENING FOR WINDOW
3"
10
"
10
" 2' - 0"
(3) GROMMETS (MIN) @ EACH DESK, CONTRACTOR TO COORDINATE LOCATION WITH OWNER
DRAWER BEYOND
P-LAM FACE
SOLID SURFACE COUNTERTOP
1' - 8"
2' -
10
"
DOUBLE BEVELED EDGE
0' - 2 1/2"
0' - 3" 1' - 2 1/2"
0' -
3"
1 1/2" TUBE STEEL LEGS WITH END CAPS AND 1X1
BRACE - FULLY WELD AND GRIND ALL JOINTS
1/2" SOLID SURFACE COUNTERTOP ON
3/4" PLYWOOD.
SOLID SURFACE COUNTERTOP
1/2" ADJ. SHELF
P-LAM DOORS
BASE AS SCHEDULED
0' -
4"
1' -
11
"0
' -
7"
2' - 0"
2' -
10
"
4"
45.0
0°
BOX HEADER
CEILING AS SCHEDULED (ACT GRID DOES NOT QUALIFY AS BRACING)
(2) SCREWS
STRUCTURE ABOVE
ANGLE BRACE AT ALTERNATE SIDES @ 48" MAX
12:1
2 SLO
PE
BEND STUD AND CONNECT TO ROOF JOIST W/ (2) #10 SCREWS SPACED 1" APART MIN
SOLID SURFACE COUNTERTOP
DOUBLE BEVELED EDGE
1 1/2" BULLNOSE TO WRAP AROUND WOOD PONY WALLS (TYP)
0' - 11"
2' -
10
"
GRANITE COUNTERTOP
2X STUD @ 16" O.C. MAX WITH 1/2" STAIN GRADE OAK PLYWOOD ON EACH SIDE WITH 3/4" MOULDING
2X FRAMING @ 16" O.C.E.W. MAX WITH 3/4" T&G (GLUE AND SCREW) PLYWOOD AND FLOORING AS SCHEDULED. (TYP @ RAISED DECK)
1' -
0"
3' -
9"
1 1/2" TUBE STEEL LEGS WITH END CAPS AND 1X1 BRACE @ 24" O.C. - FULLY WELD AND GRIND ALL JOINTS
10" 1 1/2"
1' - 2"
2' -
3"
1' -
2 1
/4"
10
"1
1/2
"
2"
2' - 0"
1' - 0"
SOLID SURFACE COUNTERTOP
DOUBLE BEVELED EDGE
1 1/2" BULLNOSE TO WRAP AROUND WOOD PONY WALLS (TYP)
1' - 8"
2' -
3"
3"
BASE AS SCHEDULED
TEMPERED GLASS
VERTICAL SUPPORT
BRACKET
5/8' GYP. BD ON 3 5/8" MTL STUD, ACHOR TO CONC. 48" OC.
2' -
10
"2
"
1' - 8"
LOBBY CLERKS
3/4" PLYWOOD CASED OPENING FOR WINDOW
3"
10
"
10
" 0' - 1"
2' -
10
"
SOLID SURFACE COUNTERTOP
DOUBLE BEVELED EDGE
P-LAM FACE0' -
5 1
/2"
2' -
3"
0' - 5" 1' - 7"
2' - 0"
SOLID SURFACE COUNTERTOP
1/2" ADJ. SHELF
P-LAM DOORS
BASE AS SCHEDULED
0' -
4"
1' -
11
"0
' -
7"
2' -
10
"
1' - 7"
2' - 0"
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:1
7 A
MA501
DETA
ILS
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
3/4" = 1'-0"1
CABINET DETAIL @ SINK (ADA -OPERABLE DOORS)
3/4" = 1'-0"2
CABINET DETAIL @ BATHROOM SINK(ADA)
3/4" = 1'-0"4
CABINET DETAIL ADA HEIGHT(TYP.)
3/4" = 1'-0"7
CABINET UPPERS (TYP.)3/4" = 1'-0"
8CABINET UPPERS - @ MICRO
1 1/2" = 1'-0"14
EXTERIOR DOOR HEADER (TYP)1 1/2" = 1'-0"
13EXTERIOR FLASHING DETAIL
1 1/2" = 1'-0"16
WINDOW HEADER & SILL DETAIL (TYP)
1 1/2" = 1'-0"15
INTERIOR DOOR HEADER (TYP)
3/4" = 1'-0"18
LOBBY PASS-THRU @ CONSTABLE
1" = 1'-0"9
SERVICE COUNTER ADA
3/4" = 1'-0"3
CABINET DETAIL - DRAWERS ADA @WALL
3/4" = 1'-0"19
UNSUPPORTED WALL BRACING (TYP)
3/4" = 1'-0"10
WITNESS STAND1" = 1'-0"
11DAIS
3/4" = 1'-0"12
COURTROOM CLERK
16 183/4" = 1'-0"
17LOBBY PASS-THRU @ CLERKS
3/4" = 1'-0"6
DESK W/ PONY WALL ADA3/4" = 1'-0"
5
CABINET DETAIL - DRAWERS ADA W/PONY WALL
WH
WH
UP
DN
107
126
121
123
124
115
114
111
129
130
132
140
127
135
136
137
134
103
101102
E
EEE
E
E
BB
D
C
133
139
138
110
117
A
122
125
119
104
106
C
113
116
112
C
108
120
128109
105
CONSTABLE
103
EVIDENCE
104
LOBBY
102
FOYER
101
MEN
106
MOP
107
WAIT/SECURITY
108
WOMEN
110
STORAGE
109
CONFERENCE
112
CONFERENCE
113
ELEC
111
COURT
114
COURTROOM
115
CLERKS
121
IT
122
COORIDOR
123
STORAGE
124
OPEN/FUTURE VOTING
130
JUDGES CHAMBER
120
STORAGE
118CLOSET
119
AV
117
JURY/TRAINING
116BREAKROOM
126
RISER
127
ADA RR
129
RR
128
CORRIDOR
125
CONSTABLE
105
118
141
F.F.
6' -
8"
6' - 0"3' - 0"
6' -
8"
3' - 0" 6' - 0"
6' -
8"
2' - 6"
6' -
8"
1 2 3 4 5 6 7 8
3' - 0"
3' -
0"
4' - 0"
7' -
0"
9
6' -
8"
6' - 0"
STAINED PLYWOOD DOOR AND TRIM TO MATCH ADJ. WALLS
DOOR TYPES
6' -
8"
6' -
8"
3' - 0"
F.F.2' -
0"
6' -
0"
10' - 0" 4' -
0"
4' -
0"
8' - 0" 5' - 0" 2' - 0"
5' -
0"
3' -
0"
4' -
2"
2' -
10
"
A B C D
WINDOW TYPES3' - 3" 3' - 6" 3' - 3"
E
4' -
0"
4' -
0"
3' - 0"
0' -
10
"0
' -
10
"
Type Count Width Height Manufacturer Head Height Comments
A
B
C
D
1
2
3
6
10' - 0"
8' - 0"
5' - 0"
ALL UNMARKED WINDOWS ARE EXISTING
Window Schedule
PELLA
PELLA
6' - 0"
4' - 0"
5' - 0"
8'- 0"
8'- 0"
8'- 0"PELLA
FIXED
FIXED
FIXED W/ ONE WAY GLASS
SERVICE COUNTERE
2
3' - 0" 4' - 0"
8'- 0"PELLA FIXED W/ ONE WAY GLASS
2' - 0" 4' - 2" 7'- 0"
CARD READ DOORS
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/7
/20
21
1:5
5:2
9 P
MA601
DOOR
/WIN
DOW
SCH
EDUL
ES
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/8" = 1'-0"1
DOOR/WINDOW PLAN
17 18
EXISTING BUILDING. NO NEW SLAB NEEDED
NEW FOYER
1' -
0"
8' -
0"
8' - 0 1/2"1' - 0"8' - 0 1/2"
2
S101
3
S101
4
S101
1' - 0"
0' -
5"
(2) #6 REBAR - BOTTOM CONTINUOUS
TYP. 8 MIL. POLY
6" COMPACTED SAND OR CRUSHER FINES
STIRRUPS #3 - 48" O.C.
(2) #5 REBAR - TOP CONTINUOUS
#3 @ 12" O.C. EACH WAY IN SLAB
0' -
3"
CONTINUOUS VAPOR BARRIER
2:12 SLOPE MAX
4" CONCRETE FLAT WORK W/ 6X6 W2.9 X W2.9 W.W.F.
6" COMPACTED SAND OR CRUSHER FINES
1' - 0"
MIN
2' -
6"
0' -
5"
#3 REBAR STIRRUP@ 48" O.C.
TYP. 8 MIL. POLY
0' -
3"
(2) #6 REBAR
(2) #5 REBAR - TOP CONTINUOUS#3 REBAR @ 12" O.C.E.W.CENTER OF SLAB
(START 5" FROM EDGE)FINISH SLAB
CONTINUOUS VAPOR BARRIER
GENERAL NOTES:
1. REMOVE UPPER 3' OF EXPANSIVE CLAY OR TO TOP OF LIMESTONE
2. BEAM DEPTH CAN BE REDUCED UP TO 24" MIN. WHEN UNIFORMLY BEARING ON LIMESTONE BEDROCK, ANGLE/CUT STIRRUPS TO FIT
6" COMPACTED SAND OR CRUSHER FINES
1' - 0"
MIN
2' -
6"
0' -
5"
#3 REBAR STIRRUP@ 48" O.C.
TYP. 8 MIL. POLY (2) #6 REBAR
(2) #5 REBAR - TOP CONTINUOUS
#3 REBAR @ 12" O.C.E.W.CENTER OF SLAB(START 5" FROM EDGE)
FINISH SLAB
CONTINUOUS VAPOR BARRIER
1' - 3"
#3 DOWELS x 1'-3" LONG DRILL 3" INTO EXIST
CONCRETE AND ANCHOR WITH HILTI HY-200 ADHESIVE
ELEMENT
FOOTINGS, CAISSONS (DRILLED SHAFT)
INTERIOR SLAB ON GRADE
EXTERIOR SLABS
FILL CONCRETE
28 DAY STRENGTH
4000 PSI
4000 PSI
4000 PSI
2000 PSI
AIR CONTENT
1-3%
1-3%
6-8%
-
COURSE AGGREGATE
ATSM #56
ATSM #56
ATSM #56
ATSM #67
MAX SLUMP
3"
3"
3"
4"
NOTES
A, B, C, D, E, F
A, C, F, G
NOTES:
A. USE TYPE II CEMENT.B. A VIBRATORY SCREED SHALL BE USED FOR ALL THESE SLABS. THIS REQUIREMENT
MAY BE RELAXED (AS APPROVED BY STRUCTURAL ENGINEER), IF A HRWR IS USED.C. MIXING WATER FOR THIS CONCRETE SHALL BE LIMITED TO 250 LBS. PER CUBIC
YARD. WORKABILITY SHALL BE OBTAINED BY METHODS OTHER THAN THE ADDITION OF WATER.
D. A GRADATION ANALYSIS OF THE COARSE AGGREGATE SHALL BE SUBMITTED WITH THE MIX DESIGN. A MINIMUM OF 5% SHALL BE RETAINED ON A 1" SIEVE.
E. A GRADATION ANALYSIS OF THE COARSE AGGREGATE SHALL BE SUBMITTED WITH THE MIX DESIGN. A MINIMUM OF 5% SHALL BE RETAINED ON A 3/4" SIEVE.
F. SLUMP LIMIT MAY BE RELAXED WITH USE OF A HIGH RANGE WATER REDUCING ADD MIXTURE, IF APPROVED BY THE ENGINEER.
G. AIR CONTENT ON EXT. SLABS CAN BE REDUCED TO 4-5% IF BROOM FINISH IS NOT DESIRED.
STRUCTURAL NOTES
DESIGN LOADS1. GRAVITY LOADS
A. DESIGN UNIFORM SUPERIMPOSED DEAD LOADS ARE IN ADDITION TO THE WEIGHT OF THE BUILDING STRUCTURE.
B. DESIGN UNIFORM LIVE LOADS ARE AS LISTED BELOW. LIVE LOAD REDUCTIONS ARE CALCULATED IN ACCORDANCE WITH THE BUILDING CODE.
C. DESIGN CONCENTRATED LIVE LOADS ARE NOT COMBINED WITH UNIFORM LIVE LOADS.D. MECHANICAL AREAS ARE DESIGNED TO SUPPORT THE EQUIPMENT SHOWN ON THE
MECHANICAL DRAWINGS AND SPECIFICATIONS. ANY MODIFICATIONS TO THE SIZE, WEIGHT, OR LOCATION OF EQUIPMENT SHOULD BE SUBMITTED FOR REVIEW OF LOADING PRIOR TO INSTALLATION OF EQUIPMENT.a. DEAD LOADS
• ROOF: 3 PSF CEILING & MECH + 7 PSF ROOFINGb. LIVE LOADS
• OFFICE SPACE: 50 PSF• ROOF: 12 PSF MIN. TO 20 PSF (REDUCED BASED ON AREA AND PITCH)
FOUNDATION
REINFORCED CONCRETE AND FLOOR SLAB NOTES1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST RELEVANT
AMERICAN CONCRETE INSTITUTE (ACI) CODES.
2. PROVIDE MIX DESIGN FOR REVIEW/APPROVAL BY ENGINEER OF RECORD BEFORE BEGINNING CONSTRUCTION. SUBMITTAL SHALL INCLUDE GRADATION ANALYSIS OF COARSE AND FINE AGGREGATE, AS WELL AS A STATISTICAL ANALYSIS OF AVERAGE COMPRESSIVE STRENGTH OF BATCH PLANT'S PREVIOUS FIELD RESULTS FOR SIMILAR TYPE OF CONCRETE.
3. ALL SLABS-ON-GRADE SHALL BE PLACED OVER A MINIMUM OF 8" COMPACTED NO. 1/2 CRUSHED STONE, UNLESS OTHERWISE NOTED. COMPACTION SHALL BE 95% OF MAX. DRY DENSITY IN ACCORDANCE WITH MODIFIED PROCTOR TEST.
4. DEPRESSED AND/OR SLOPING SLABS TO MAINTAIN FULL THICKNESS.
5. CONTRACTOR TO VERIFY THE LOCATION OF ALL FLOOR DEPRESSIONS, SLEEVES, AND FLOOR DRAINS WITH DRAWINGS PRIOR TO POURING FLOOR SLAB. VERIFY WITH E.C. THAT ALL ELECTRICAL CONDUITS ARE IN PLACE PRIOR TO POURING FLOOR SLABS.
6. G.C. TO COORDINATE WITH OTHER CONTRACTORS FOR LOCATION, SIZE, TYPE AND INVERT OF PENETRATIONS AND SLEEVES. SLEEVES FURNISHED BY OTHER CONTRACTORS SHALL BE INSTALLED BY G.C. FOR PENETRATIONS IN BEAMS LESS THAN 6" DIA., ADD (1) STIRRUP ON EA. SIDE OF PENETRATION. CONSULT ENGINEER FOR LARGER PENETRATIONS OR REBAR CONFLICT.
7. ALL CONSTRUCTION JOINTS ADDED FOR CONSTRUCTABILITY SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS.
8. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, U.N.O
9. REINFORCING STEEL, SPECIFICALLY NOTED TO BE SHOP OR FIELD WELDED SHALL CONFORM TO ASTM A-706, GRADE 60. WELDING OF OTHER REINFORCING STEEL IS NOT PERMITTED.
10. ALL REINFORCING SHALL HAVE MINIMUM LAP LENGTH AS FOLLOWS: #4 BAR-16", #5 BAR-24", #6 BAR-36" UNLESS OTHERWISE NOTED. HOOK CONTINUOUS BARS AT DISCONTINUOUS ENDS. TOP REINF. SHALL BE CONTINUOUS AT SUPPORTS AND LAP SPLICED AT MIDSPAN TYP.
11. LAP ALL REINFORCEMENT AT FOOTING/GRADE BEAM CORNERS/ENDS WITH #5 BENT CORNER BARS WITH 2'X2' LEGS U.N.O.
12. DETAILING OF CONCRETE REINFORCING AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. SUBMIT REBAR SHOP DRAWINGS FOR REVIEW/APPROVAL BY ENGINEER OF RECORD PRIOR TO ORDERING REBAR.
13. UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS:BEAMS AND WALLS ON EARTH = 2" SIDES AND TOP, 3" BOTTOMSLABS ON GROUND = CENTER IN SLAB, 2" MIN. ON EA. SIDE
14. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE, EXCEPT WHERE THEY NORMALLY OCCUR OR WHERE NOTED. VERTICAL JOINTS SHALL OCCUR AT OR NEAR CENTER OF SPANS.
15. NOTIFY THE CITY BUILDING OFFICIAL, THE SPECIAL INSPECTOR AND MRB GROUP AT LEAST 48 HOURS IN ADVANCE TO REVIEW THE FOUNDATION CONSTRUCTION BEFORE CONCRETE PLACEMENT.
16. NOTIFY CERTIFIED TECHNICIANS ACCORDING TO ACI 301 TO MONITOR AND TEST CONCRETE ACCORDING TO ACI 311.5R. TEST ACCORDING TO SPECIFICATIONS AND ACI REQUIREMENTS. REJECT OR ACCEPT CONCRETE BASED ON THE RESULTS OF TESTS. REPORT ALL TESTING PROMPTLY.
17. PLACE AND CURE CONCRETE ACCORDING TO ACI 302. IR. DO NOT USE CONCRETE THAT HAS NOT BEEN PLACED IN THE FORMS 1.5 HOURS AFTER THE INITIAL MIXING WATER WAS ADDED.
18. ALL EXPOSED INTERIOR CONCRETE AND EXTERIOR CONCRETE PADS AND SUPPORTS NOT TO BE PAINTED SHALL BE SEALED BY AN APPROVED PRODUCT, CONTRACTOR TO SUBMIT PRODUCT DATA TO ENGINEER FOR APPROVAL.
19. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES:
GENERAL CONSTRUCTION NOTES1. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION AND SIZES OF SMALL MECHANICAL
OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINISHES, DIMENSIONS OF SLAB DROPS, CHAMFERS, ETC.
3. THE USE OF REPRODUCTIONS OF THE DESIGN STRUCTURAL DRAWINGS FOR SHOP DRAWING PURPOSES IS NOT ACCEPTABLE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING TEXAS 811 PRIOR TO ANY EXCAVATION OR SITE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPORT AND PROTECTION OF ALL UTILITIES EXPOSED AND SUPPORT SYSTEMS SHALL BE UTILIZED AS RECOMMENDED BY THE RESPECTIVE UTILITY OWNERS.
5. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THAT THE NEW STUCTURE WILL NOT CONFLICT WITH ANY EXISTING UTILITIES. IF CONFLICTS ARISE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SHALL STOP THE WORK UNTIL AN APPROPRIATE SOLUTION TO THE CONFLICTS ARE FOUND, AND THE CONTRACTOR IS GIVEN WRITTEN AUTHORIZATION TO PROCEED WITH THE WORK.
6. GC SHALL BE RESPONSIBLE FOR ANY TESTING SERVICES.
7. ALL AREAS OF SITE DISTURBED DURING CONSTRUCTION SHALL BE GRADED, TOPSOILED, PREPARED AND PERMANENTLY SEEDED AT THE END OF CONSTRUCTION, BY THE G.C., UNLESS OTHERWISE NOTED.
8. GC IS RESPONSIBLE FOR, THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; GC WILL BE RESPONSIBLE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
9. SUBMIT PRODUCT INFO AND WARRANTIES.
10. INSTALL ALL PRODUCTS PER MANUFACTURERS RECOMMENDATIONS.
1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATION REFERENCED WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT.
A. INTERNATIONAL BUILDING CODE 2018 (IBC 2018)
B. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-16.
C. ADDITIONAL CODES FOR MATERIALS SHALL BE FOUND IN THE APPROPRIATE SECTIONS THAT FOLLOW. SEE THOSE SECTIONS FOR THE APPLICABLE CODES.
BUILDING CODES AND STANDARDS
4. SNOW LOADSA. GROUND SNOW LOAD = 5 PSF
SPECIAL INSPECTIONS (ATTENTION OWNER AND CONTRACTOR):
2. WIND LOADSA. IN ACCORDANCE WITH ASCE 7, RISK CATEGORY II, BASED ON A WIND SPEED OF 106 MPH
AND EXPOSURE CLASS B.B. INTERNAL PRESSURE COEFFICIENT = +/-0.18 (ENCLOSED BUILDING)
3. SEISMIC LOADSA. IN ACCORDANCE WITH ASCE 7, RISK CATEGORY II, SITE CLASS CB. SEISMIC DESIGN CATEGORY A, SS = 0.06 S1 = 0.039
1. THESE NOTES APPLY TO ALL FOUNDATIONS AND SLABS ON GRADE DETAILED ON THE STRUCTURAL DRAWINGS, UNLESS NOTED OTHERWISE.
2. ALL EXCAVATION, CONSTRUCTION, AND BACK FILL FOR CONCRETE FOOTINGS, FOUNDATIONS AND WALLS SHALL BE PERFORMED UNDER DRY CONDITIONS. CONTRACTOR TO PERFORM SHORING AND DEWATERING AS REQUIRED.
3. NO LOOSE, SOFT, WET, FROZEN OR OTHERWISE UNSUITABLE MATERIAL SHOULD BE LEFT IN PLACE BELOW FOUNDATIONS.
4. SUBGRADE PREPARATION UNDER BUILDING SLAB ON GROUND:A. REMOVE THE TOPSOIL, TREE ROOTS, VEGETATION, AND ANY WET, SOFT OR LOOSE
SOILS.B. EXCAVATE A MIN. OF 3'-0" (OR T/O LIMESTONE) FOR PLACEMENT OF SELECT FILL.
EXCAVATION SHALL EXTEND A MINIMUM OF 3' BEYOND THE BUILDING PERIMETER.C. PLACE A MINIMUM OF 3'-0" OF SELECT FILL OVER 1' MOISTURE-CONDITIONED SOIL PAD
UNDER AND AROUND EACH BUILDING PAD. THE SELECT FILL SHALL BE LAYER COMPACTED IN 8 INCH MAXIMUM LOOSE THICKNESS TO A DRY DENSITY OF NOT LESS THAN 95% OF STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY. THE SOIL MOISTURE AT TIME OF COMPACTION SHALL BE WITHIN 2% OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT. PLACE SELECT FILL AS SOON AS POSSIBLE OVER SUBGRADE TO LIMIT MOISTURE LOSS WITHIN THE UNDERLYING SOILS.
D. SELECT FILL SHALL BE SM, SC, GM OR GC AS PER USCS AND SHOULD MEET THE CRITERIA DEFINED IN THE GEOTECH REPORT.
5. UNLESS SPECIFIED OTHERWISE, VAPOR BARRIER SHALL CONSIST OF 8 MIL POLYETHYLENE SHEET. TURN DOWN AT GRADE BEAMS AND PIERS. LAP AND SEAL AT ALL JOINTS AND AROUND ALL COLUMNS AND STUB-OUTS. PATCH ALL TEARS PRIOR TO PLACING CONCRETE.
1. PURSUANT TO SECTION 1704 OF THE INTERNATIONAL BUILDING CODE, WHERE APPLICATION IS MADE FOR CONSTRUCTION AS DESCRIBED IN THAT SECTION, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1704. THESE MAY INCLUDE, BUT NOT BE LIMITED TO:A. SOILS AND FOUNDATIONSB. CAST-IN-PLACE CONCRETEC. MASONRYD. WOOD CONSTRUCTION
2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON AS PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE CODE ENFORCEMENT OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
3. THE OWNER SHALL REFER TO THE SCHEDULE OF STRUCTURAL SPECIAL INSPECTIONS AND SPECIFICATIONS INCLUDED IN THE PROJECT CONTRACT DOCUMENTS OR CONTACT MRB GROUP FOR THIS INFORMATION IF NOT PROVIDED.
4. ALL PREFABRICATED ITEMS SHALL BE MANUFACTURED BY APPROVED AND CERTIFIED SHOPS, AND INSPECTED AS REQUIRED PER SECTION 17 OF THE INTERNATIONAL BUILDING CODE.
5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER'S TESTING AND SPECIAL INSPECTION REPRESENTATIVES.
MASONRY1. MASONRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES (ACI-530)
2. UNLESS OTHERWISE NOTED, ALL MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1. ALL UNITS SHALL BE TWO CORE, NORMAL WEIGHT BLOCK, F'M=2000 PSI.
3. ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI @ 28 DAYS
4. GROUT FOR FILLING BLOCK CORES SHALL CONFORM TO ASTM C476, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS, GROUT SHALL BE PLACED IN LIFTS NOT EXCEEDING 4 FEET IN HEIGHT, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
5. UNLESS OTHERWISE NOTED, ALL MASONRY SHALL BE REINFORCED WITH A 9 GAUGE HORIZONTAL LADDER TYPE WIRE REINFORCING AT 16" O.C. HORIZONTAL REINFORCING SHALL BE GALVANIZED AS REQUIRED BY ACI 530. PROVIDE ADDITIONAL REINFORCING WITHING 8" OF OPENINGS AND DISCONTINUITIES. VERTICAL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. MINIMUM LAP LENGTHS: #4 BAR-24", #5 BAR-30"
6. A MINIMUM OF TWO BLOCKS (16" WIDE X 16" HIGH) SHALL BE FILLED SOLID WITH 3,000 PSI GROUT AT ALL LINTEL, BEAM AND COLUMN BEARING POINTS, UNLES SOTHERWISE NOTED ON PLANS.
7. WHERE INTERIOR MASONRY WALLS MEET OTHER INTERIOR OR EXTERIOR WALLS, PROVIDE A CONTROL JOINT WITH METAL STRAP ANCHORS BETWEEN WALLS.
8. PROVIDE VERTICAL REINFORCEMENT AT CORNERS OF ALL CMU WALLS, WITHIN 16" OF EACH SIDE OF OPENINGS AND WITHIN 8" OF CONTROL JOINTS.
9. PROVIDE CONTROL JOINTS AT 24" O.C. MAX.
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834
N. C
apita
l of T
exas
Hw
y, Su
ite 1
47, A
ustin
, TX
787
59Ph
one:
512-
436-
8571
303
W. C
alhou
n A
ve. T
empl
e, TX
765
01Ph
one:
254-
771-
2054
ww
w.m
rbgr
oup.
com
MR
B G
roup
, P.C
.
As indicated
9/2
/202
1 1
0:3
8:2
3 A
MS101
STRU
CTUR
AL P
LAN
0229.20001
SALA
DO A
NNEX
REN
OVAT
ION
1105
7 EV
ENT
DR.
SALA
DO, T
X.
9/1/
2021
AM
TMR
No.
Revisions and Descriptions
By
Date
1/4" = 1'-0"1
FOUNDATION PLAN
1/2" = 1'-0"2
PERIMETER GRADE BEAM W/ ADA RAMP1/2" = 1'-0"
3INTERIOR GRADE BEAM
1/2" = 1'-0"4
INTERIOR GRADE BEAM @ EXISTINGSLAB 16 16
ASHRAE CO
700 PPM ---- 15 CFM/PERSON
500 PPM ---- 20 CFM/PERSON
350 PPM ---- 30 CFM/PERSON
C
C 1
2C
2DIFFERENTIAL
1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY ALL NATIONAL, STATE, AND LOCAL CODES
2. CONTRACT DRAWINGS FOR MECHANICAL WORK (HVAC, PLUMBING, AND FIRE PROTECTION) ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. IT IS THE CONTRACTORS RESPONSIBILITY FOR INSTALLING ALL MATERIALS PER SMACNA STANDARDS AND THE MANUFACTURER'S STANDARDS.
3.
4. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON THE OTHER CONTRACT DRAWINGS.
5. WHEN TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURE SHALL BE USED.
6. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE LATEST EDITION NATIONAL ELECTRIC CODE AND DIVISION 16 (23) OF THE SPECIFICATION.
7. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE NOTED) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.
8. MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALL NOT BE SUPPORTED FROM METAL DECK.
9. LOCATION AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES.
10. PROVIDE REMOTE BALANCING DAMPERS SIMILAR TO 'YOUNG CONCEALED REGULATORS' FOR ALL TAPS MADE ABOVE INACCESSIBLE CEILINGS OR WALLS. FINISH CONCEALMENT COVERS PER ARCHITECTS RECOMMENDATIONS.
11. ALL AHU AND FCU FANS SHALL OPERATE CONTINUOUSLY DURING THE OCCUPIED MODE OF OPERATION WITH ASSOCIATED OUTSIDE AIR MOTORIZED DAMPERS IN THE FULL OPEN POSITION (UNLESS NOTED OTHERWISE OR DCV SYSTEM). DAMPER SHALL BE CLOSED WITH THE FANS OPERATIONAL IN THE MORNING WARM UP OR COOL DOWN MODES.
12. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 10"-0" BETWEEN OUTSIDE AIR INTAKE PINTS AND ANY EXHAUST AIR, CONTAMINATED RELIEF AIR, OR PLUMBING VENT TERMINATION POINTS.
13. CONDENSATE PIPING DOWN TO A PLUMBING FIXTURE SHALL BE FULLY INSULATED WITHING WALL. PROVIDE ESCTUTCHEON PLATE AT WALL. PIPING SHALL NOT BE ROUTED TO EXPOSED VIEW.
14. PRESSURIZED LIQUID, GAS, AIR SYSTEM PIPE AND ELECTRICAL CONDUIT SHALL NOT BE ROUTED BENEATH ANY SUSPENDED EQUIPMENT. FIRE PROTECTION, ELECTRICAL, AND MECHANICAL CONTRACTORS SHALL COORDINATE TRADES.
15. ALL REMOTE MOUNTED DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT SHALL HAVE I.D. NAME PLATES.
16.
GENERAL PLUMBING NOTESGENERAL PROJECT NOTES:GENERAL HVAC NOTES:1. PLUMBING CONTRACTOR IS TO PROVIDE FIRE STOPS AT ALL
PIPING FLOOR ANS RATED WALL PENETRATIONS PER SPECIFICATIONS
2. COORDINATE ROUTING OF ALL PIPING WITH NEW STRUCTURE, DUCTWORK, EQUIPMENT, ETC. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
3. SLOPE ALL DRAIN PIPING 2-1/2" AND SMALLER @ 1/4"/FT. AND ALL DRAIN PIPING 3" ABD LARGER @ 1/8"/FT
4. PROVIDE CLEAN OUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, NEAR THE BASE OF STACKS, EVERY 75 FEET IN HORIZONTAL RUNS, AND ELSEWHERE AS INDICATED.
5. UNLESS OTHERWISE NOTED ALL PIPING SHALL BE NO LESS THAN 3/4".
6. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO UNDERSIDE OF ROOF DECKING, WITH SPACE FOR INSULATION REQUIRED.
7. INSTALL PIPING SO THAT VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE
8. WHEN DOMESTIC COLD AND HOT WATER PIPING DROPS INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE DROPS SHALL BE USED TO THE LAST FIXTURE.
9. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.
10. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES.
11. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERNATION AND REPAIRS
12. PROVIDE ALL PLUMBING FIXTURES WITH ACCESSIBLE QUARTER TURN BALL VALVES.
13. TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOOR DRAINS AND FLOOR SINKS UNLESS NOTED OTHERWISE ON DRAWINGS. REFER TO SPECIFICATIONS FOR TRAP PRIMER REQUIREMENTS.
14. REFER TO PLUMBING RISER DIAGRAMS FOR ADDITIONAL PIPING AND PIPE SIZES NOT SHOWN ON FLOOR PLANS.
15. TERMINATE GAS VENTS A MINIMUM OF 2'0" ABOVE ROOF WITH RAIN CAP.
16. FIRE PROTECTION PER NFPA 13 AND ALL OTHER APPLICABLE SECTIONS. FP PIPE SHALL NOT BE ROUTED BENEATH SUSPENDED MECHANICAL EQUIPMENT.
17. EXISTING FIRE PROTECTION SPRINKLER HEADS LOCATED IN NON-CEILING AREA SHALL BE UPRIGHT HEADS. MODIFY EXISTING SECONDARY F.P, PIPING AND SWING ARMS AS REQ'D. TO PROVIDE FULL COVERAGE FOR NEW FLOOR PLAN LAYOUT.
18. CONTRACTOR SHALL COORDINATE INSTALLATION OF GAS SERVICE AND METER WITH GAS COMPANY. CONTRACTOR SHALL PAY ALL FEES, PERMITS, AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS METER AND SERVICE.
19. GAS PIPING ON ROOF - CONTRACTOR SHALL PROVIDE ROOF PIPE SUPPORTS ON 10'-0" CENTERS, EACH CHANGE IN DIRECTION, EACH ROOFTOP UNIT, AND EACH PIPE PENETRATION THROUGH ROOF. REFER TO MECHANICAL SPECIFICATIONS FOR REQUIRED OFFSET OR LOOPS FOR PIPE EXPANSION.
20. GAS PIPING INSIDE BUILDING - ALL GAS PIPING INSIDE BUILDING SHALL BE SLEEVED. CONTRACTOR SHALL EXTEND BOTH ENDS OF SLEEVE OUTSIDE BUILDING. WHERE GAS SLEEVES TERMINATE INTO WALL BOXES, CONTRACTOR SHALL INSTALL A 2" VENT FROM EACH WALL BOX AND EXTEND VENT UP THROUGH ROOF. CONTRACTOR SHALL PROVIDE GOOSENECK VENTS AT EACH ROOF PENETRATION.
21. ALL PIPING (DOM./FP/DRAIN/PRODUCTION) MATERIAL SHALL NOT BE CONSTRUCTED FROM PVC IN THE AREA ABOVE THE SCHEDULED CEILING, WHICH IS UTILIZED AS A RETURN AIR PLENUM. ALL WIRE THAT IS NOT IN CONDUIT SHALL BE PLENUM RATED WITHIN THIS AREA.
22. MOUNTING HEIGHT ELEVATION OF ALL WALL HUNG OR COUNTER MOUNTED FIXTURES SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION OF ROUGH-IN WORK.
23. INSULATE ALL EXPOSED WATER AND DRAIN LINES ADA/TAS ACCESSIBLE LAVATORIES AND SINKS WITH MCGUIRE PRO WRAP OR EQUAL. PROVIDE OFFSET DRAIN FITTINGS WHERE REQUIRED TO PROVIDE MINIMUM CLEARANCES.
24. FLOOR DRAINS SHALL BE INSTALLED AT LOW POINTS OF UNIFORMLY SLOPED FLOOR. CONTACTOR SHALL FIELD COORDINATE WITH STRUCTURAL TO ENSURE FLOORS ARE UNIFORMLY SLOPED ACROSS THE ENTIRE TOILET ROOMS OR OVER AS WIDE AN AREA AS PRACTICAL FOR OPEN AREA FLOOR DRAINS. CONVEX FLOOR SLOPE IN THE IMMEDIATE VICINITY OF THE FLOOR DRAIN IS NOT ACCEPTABLE.
1. WITHOUT PRIOR APPROVAL FROM ENGINEER AND OWNER, ALL MECHANINCAL EQUIPMENT SHALL NOT BE OPERATED DURING CONSTRUCTION OF THE BUILDING PER MANUFACTURER RECOMMENDATIONS. MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY HEATING OR COOLING AS NEEDED TO CLIMATIZE THE BUILDING.
2.ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED WITHIN FURRED CHASES OR ABOVE SUSPENDED CEILINGS.
3. ALL DUCTWORK SIZES ARE PROVIDED IN CLEAR INSIDE AIRSTREAM DIMENSIONS. INCREASE DUCT SIZES TO ACCOMMODATE ANY INTERNAL INSULATION REQUIREMENTS (AS SPECIFIED). PROVIDE A MINIMUM OF 15 LINEAR FT. OF INTERNAL ACOUSTIC LINER ON SUPPLY AND RETURN AIR DUCTWORK FROM ANY FCU, AHU, AC, OR RTU (UNO). PROVIDE 8LF INTERNAL LINER FOR MIXING OR VAV BOXES.
4. PROVIDE FLEXIBLE CONNECTIONS ON AT THE INTAKE AND DISCHARGE OF ALL MOTOR DRIVEN EQUIPMENT.
5. PROVIDE VIBRATION ISOLATORS FOR MOTOR-DRIVEN MECHANICAL EQUIPMENT
6. ALL FLEXIBLE DUCTWORK SHALL HAVE A MAXIMUM DEVELOPED LENGTH OF (5) FIVE FT.
7.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR THE EXACT LOCATION OF ALL CEILING MOUNTED M/E/P DEVICES INCLUDING BUT NOT LIMITED TO LIGHTS, DIFFUSERS, GRILLES ETC..
8. AIR DEVICE DUCT SIZES SHALL BE THE SAME SIZE AS SHOWN ON THE DRAWINGS UNLESS NOTED AS OTHHERWISE. REFER TO THE SCHEDULES FOR THE CFM RANGES. PROVIDE A TRANSITION FROM THE NECK SIZE TO THE REQUIRED DUCT SIZE SHOWN.
9. CONTRACTOR SHALL VERIFY THE EQUIPMENT CLEARANCE REQUIREMENTS WITH THE MANUFACTURER'S RECOMMENDATIONS. EXACT LOCATION OF SELECTED EQUIPMENT SHALL BE COORDINATED WITH THE STRUCTURE TO PROVIDE RECOMMENDED CLEARANCES FOR MAINTENANCE.
10.
PROVIDE FIRE DAMPERS, FIRE/SMOKE DAMPERS AND FIRE STOP AS REQUIRED BY CODE AUTHORITIES FOR DUCT PENETRATIONS THROUGH FIRE OR SMOKE RATED WALL AND CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES.
11.LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED MAINTENANCE ACCESS FOR ALL UNIT ACCESS PANELS, CONTROLS, AND VALVING.
12. SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR IN THE DUCTWORK AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND THE RETURN DUCTWORK (PRIOR TO MIXING WITH OUTSIDE AIR) FOR ANY AIR HANDLING UNIT SYSTEM 2000 CFM SUPPLY SUPPLY AIR AND ABOVE. THE DETECTOR SHALL BE HARDWIRED TO THE UNITS STARTER TO SHUT DOWN THE FAN UPON DETECTION OF PRODUCTS OF COMBUSTION AS WELL AS SEND A SUPERVISORY ALARM SIGNAL TO THE FIRE ALARM PANEL (IF PROVIDED - IF NOT, PROVIDE VISUAL/ AUDIBLE ALARM IN A SUPERVISORY/ APPROVED LOCATION). FOR VAV SYSTEMS THE BMS SHALL DISABLE ASSOCIATED MIXING BOX FANS UPON DETECTION OF SMOKE AT EITHER OF THE AHU'S SMOKE DETECTORS. ENABLE MIXING BOX FANS UPON SMOKE SIGNAL CLEAR.
13. FINISH ALL EXPOSED TO VIEW DUCTWORK AND WALL LOUVERS PER ARCHITECTS RECOMMENDATIONS. ALL EXPOSED ROUND DUCT SHALL BE INTERNALLY SEALED AND MANUFACTURED FROM SPIRAL WOUND PAINT GRIP STEEL.
14. ALL FLOOR BRANCHES OF PIPE RISERS SHALL BE PROVIDED WITH SHUT OFF VALVES AND DRAIN CONNECTION.
15. UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS AND SENSORS 4'-0" (CENTERLINE) ABOVE FINISHED FLOOR. NOTIFY THE ARCHITECT/ ENGINEER OF ANY ROOMS WHERE THE ABOVE LOCATION CAN NOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON PROPER LOCATION.
16. DUCTWORK AND ITS CONSTRUCTION WILL BE GALVANIZED SHEET METAL AND CONSTRUCTED ACCORDING TO THE LATEST SMACNA STANDARDS.
17. ALL DUCTWORK IS SHOWN IN SCHEMATIC FORM. DUCT RISES AND DROPS ARE NOT SHOWN. PROVIDE OFFSETS AS REQUIRED TO MEET SPACE REQUIREMENTS AND TO AVOID INTERFERENCE WITH OTHER TRADES. EACH TRADE SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES.
18. PIPING IS SHOWN IN SCHEMATIC FORM. ROUTE PIPING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS. COORDINATE WITH OTHER TRADES AS REQUIRED. PIPING SHALL BE INSTALLED WITH ADEQUATE SLOPE AS REQUIRED FOR EACH PARTICULAR SYSTEM.
19. DOUBLE NUT LOCK DOWN FOR MULTI-VANE DAMPERS INSTALLED IN HIGH VELOCITY DUCTWORK/SMOKE REMOVAL DUCTWORK.
20. ALL RADIUS TURNS SHALL BE SMOOTH WALL WITH A RADIUS OF R = 1.5D.
FLOOR CONTROL VALVE
TEE
TEE, UP
TEE, DOWN
SINGLE SWEEP TEE
CROSS
LATERAL
45 DEGREE ELBOW
90 DEGREE ELBOW
90 DEGREE ELBOW UP
CAP
HVAC & PLUMBING, VALVE
& FITINGS SYMBOLS
VENT THRU ROOF
BUTTERFLY VALVE
SOLENOID VALVE
EXPANSION JOINT
FLOAT AND THERM. TRAP
BUCKET STEAM TRAP
FLOOR CLEAN OUT
FIRE HOSE CABINET
PRESSURE RELIEF VALVE
CONTROL, 2 WAY VALVE
CONTROL, 3 WAY VALVE
STRAINER & BLOW OFF VALVE
PRESSURE GAUGE & COCK
UNION OR COMPANION FLANGES
PRESSURE & TEMPERATURE TAP (PETES PLUG)
MANUAL AIR VENT
TEMPERATURE SENSOR
PRESSURE SENSOR
THERMOMETER & WELL
HOSE END DRAIN
AUTOMATIC AIR VENT
FLOW METER
TSF FLOW SWITCH
ANCHOR (PIPE)
HOSE BIBB
B
B
T
H
F
~
F.H.C.
D.S.
CO
CO
OR
R.D.
V.T.R.
HUMIDISTAT
CLEAN OUT
GATE VALVE
FLOOR DRAIN
HUB DRAIN
DOWN SPOUT
ROOF DRAIN
CHECK VALVE
GLOBE VALVE
BALL VALVE
PLUG VALVE
THERMOMETER
THERMOSTAT
OS & Y VALVE
ALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS JOB.
BALANCING VALVE (WITH PETE'S PLUG EITHER SIDE)
SINGLE W.F. LATERAL STUB
DOUBLE W.F. LATERAL STUB
DOUBLE W.F. LAT & TRAP
FLOOR DRAIN RISER W/TRAP
SINGLE W.F. LAT. & TRAP
O.D. OVERFLOW ROOF DRAIN
PIPE GUIDE
COMPRESSED AIR TAP
MOTORIZED ISOLATION VALVE (2-POSITION-24v)
MANUALLY CALIBRATED BALANCING VALVE
AUTOMATIC FLOW CONTROL VALVE
PIPE SIZE REDUCER (CONCENTRIC)
90 DEGREE ELBOW DOWN
ANGLE GATE VALVE
ANGLE GLOBE VALVE
PIPE SIZE REDUCER (ECCENTRIC)
MOTORIZED CONTROL VALVE (MODULATING-24v)
DESCRIPTIONSYMBOL
DIRECTION OF FLOW
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
CHILLED WATER SUPPLY
CHILLED WATER RETURN
TEMPERED CHILLED WATER SUPPLY
TEMPERED CHILLED WATER RETURN
(ALL DESIGNATIONS MAY NOT APPEAR ON DRAWINGS.)
PIPING DESIGNATIONS
SYMBOL DESCRIPTION
SD
OD
140
F
MG
G
RL
RS
CD
PC
D
PR
X X X
CWS
CWR
CHS
CHR
CS
CR
D
FLOW SWITCH
POST INDICATOR VALVES (PIV)
OPEN SCREW AND YOKE VALVE (OS&Y)
FIRE DEPARTMENT CONNECTION
UP AND DOWN SPRINKLER AT SAME LOCATION
UP SPRINKLER
SYSTEM RISER
HOSE VALVE (ANGLE VALVE)
RISE UP ON PIPING
DROP IN PIPING
TAMPER SWITCH FOR VALVES
PENDANT SPRINKLER
UPRIGHT SPRINKLER OR RISE (SPRIG)
PENDANT SPRINKLER ON DROP
SIDEWALL SPRINKLER
A
FIRE PROTECTION SYMBOLS(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)
STATIC PRESSURE SENSOR
R/A GRILLE OR REGISTER
S/A GRILLE/REGISTER W/ SQUARE NECK. 4-WAY THROW (U.N.O)
MOTORIZED DAMPER (WITH END SW.)
THERMOSTAT OR TEMP SENSOR)/ HUMIDISTAT/CARBON DIOXIDE SENSOR
FIRE/SMOKE DAMPER (WITH SM. DET.)
VOLUME DAMPER
FIRE DAMPER
S/A GRILLE/REGISTER W/ ROUND NECK & FLEX CONNECTION. 4-WAY THROW (U.N.O)
90 DEGREE S/A ELBOW DOWN
90 DEGREE S/A ELBOW UP
90 DEGREE R/A ELBOW UP
90 DEGREE R/A ELBOW DOWN
SIDEWALL SUPPLY GRILLE OR REGISTER WITH AIR EXTRACTOR
SPIN-IN TAP WITH DAMPER
SQUARE ELBOW WITH DOUBLE WALL TURNING VANES
TEE WITH SQUARE ELBOWS, TURNING VANES & SPLITTER DAMPER
BRANCH TAKE-OFF
RADIUS ELBOW (R=1.5 MIN.)
ACCESS DOOR AD
SHEET METAL DUCT 16"x12"
DIRECTION OF FLOW
TURNING VANES (RECTANGULAR),SMOOTH RADIUS
SUPPLY DUCT SECTION UP
WYE JUNCTION
BRANCH TAKE-OFF
FLEXIBLE DUCT CONN. WITH DAMPER
SIZE OR SHAPE TRANSITION
45 DEGREE ELBOW (R=1.5 MIN.)
RADIUS ELBOW (R=1.5 MIN.)
ROUND ELBOW UP (R/A SIMILAR)
ROUND ELBOW DOWN (R/A SIMILAR)
HIDDEN SHEET METAL DUCT
INTERNALLY INSULATED SHEET METALDUCT
SUPPLY DUCT SECTION DOWN
RETURN DUCT SECTION UP
RETURN DUCT SECTION DOWN
EXHAUST DUCT SECTION UP
EXHAUST DUCT SECTION DOWN
16"x12"
M
SP
AFAIRFLOW MEASURE STATION
SMOKE DAMPER (WITH SM. DET.)
DUCTWORK LEGEND
ALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS PROJECT.
16"x12"
DUCT MOUNTED SMOKE DETECTOR (TUBE SENSING TYPE)
P
COUNTER WEIGHTED BACKDRAFT DAMPER BD
ABOVEALTERNATING CURRENTAIR CONDITIONER
ABOVE FINISHED FLOOR
ABOVE GRADE AND GFI
AIR HANDLING UNITALTERNATE
AMPEREAPPROXIMATELYARCHITECTURALAVERAGEBOILER
BAROMETRIC RELIEF DAMPERBRITISH THERMAL UNIT
CUBIC FEET PER MINUTE
CONSTRUCTION DOCUMENTS
CHILLERCHEMICALCHILLED WATER PUMP
CEILINGCOMPRESSORCOOLING TOWERCONDENSER WATER PUMP
DRY BULB
DETAIL
DIAMETER
DIMENSION
DESIGN DEVELOPMENT
ENTERING DRY BULB
ELECTRICALELEVATION
ENTERING WET BULBENTERING WATER TEMPERATUREEXHAUSTEXISTING
DEGREES FAHRENHEIT
GROUND FAULT INTERRUPTERGALLONS PER MINUTE
FEET PER MINUTEFEET PER SECONDFOOT OR FEET
HEAD
HEAT PUMP UNITHOUR(S)HEIGHT
HEATERHEAT,VENT AND AIR CONDITIONINGHOT WATER PUMPHEAT EXCHANGERFREQUENCY (HERTZ)INSIDE DIAMETER OR DIMENSIONINCHESKILOWATTKILOWATT HOUR
MAXIMUMLEAVING WATER TEMPERATURE
1000 BTU PER HOURMECHANICALMANUFACTURERMINIMUM
NUMBER
NOT APPLICABLENOISE CRITERIA
NECK DIMENSION
OPPOSED BLADE DAMPEROUTSIDE DIAMETER
OUTSIDE AIR
ORIGINAL
PHASEPOWERED MIXING BOXPLUMBING
PRESSUREPANEL
REFERENCE
RETURN AIRRETURN AIR GRILLE
ROOF TOP UNIT
STAND ALONE DIGITAL CONTROLLER
SENSIBLE
SQUARE
SUPPLY AIR
STATIC PRESSURE
SINGLE SPEED MOTORSTART/STOP/STATUS
TEMPERATURE
VOLTVARIABLE AIR VALVEVELOCITYWATTWITH
WEATHERPROOFWATER PRESSURE DROPWEATHERPROOF GFITRANSFORMER
ABV.ACA/C
AFF
AG
AHUALT.
AMP.APPROX.ARCH.AVG.B
BRDBTU
CFM
CD
CH.CHEM.CHP
CLG.CMPR.CTCWP
DB
DET.
DIA.
DIM.
DD
EDB
ELEC.ELEV.
EWBEWTEXH.EXIST.
DEG. F
GFIGPM
FPMFPSFT.
HD.
HPUHR.HT.
HTR.HVACHWPHXHZ.IDIN.KWKWH
MAX.LWT
MBHMECH.MFR.MIN.
NO.
N/ANC
NK
OBDOD
OA
ORIG.
PH.PMBPLBG.
PRESS.PNL.
RE.
RARAG
RTU
SDC
SENS.
SQ.
SA
SP
S/SS/S/S
TEMP.
VVAVVEL.WW/
WP.WPDWPGXFMR.
AFG ABOVE FINISHED GRADE
CKT. CIRCUIT
DEFL. DEFLECTION
MVD MANUAL VOLUME DAMPER
WB WET BULB
MEP ABBREVIATIONS
WITHOUTW/O
UNO UNLESS NOTED OTHERWISEUH UNIT HEATER
SAG SUPPLY AIR GRILLE
LAT LEAVING AIR TEMPERATURE
HP HORSE POWER
FLR. FLOOR
FAN COIL UNITFCU
EF EXHAUST FAN
CONDENSING UNITCU
RD. RADIUS
HOA HANDS/OFF/AUTO. MOTOR STARTER
HTG. HEATING
EA EXHAUST AIR
F/A FREE AREA OPENING (SQ. FT.)
ABOVE FINISHED CEILINGAFC
NOT IN CONSTRUCTIONNIC
W.G. WATER GUAGE
TOTAL STATIC PRESSURE (IN. W.G.)T.S.P.
MOTOR STARTERSTR.
SEER SEASON ENERGY EFFICIENCY RATIO
AMB. AMBIENT TEMPERATURE (F. DEGREE)
BUILDING MANAGEMENT SYSTEMBMS
CUBIC FEET PER HOURCFH
DISC. DISCONNECT SWITCH
ENERGY MGMT. CONTROL SYSTEMEXTERNAL STATIC PRESS. (IN. W.G.)E.S.P.
EMCS.
P.D. PRESSURE DROP (FT)
RPM REVOLUTIONS PER MINUTE
FRACTIONAL HORSE POWERFHP
COIL FINS PER INCH.FPI
MCAMOCP
MINIMUM CURRENT AMPS.MAX. OVER CURRENT PROTECTION
BELOW GRADEB.G.
AHAP AS HIGH AS POSSIBLE
OWNERS AUTHORIZED REPRESENTATIVEOAR
OWNER FURNISHED CONTRACTOR INSTALLEDOFCI
RS/L
RS/L/H
AIAIRFLOW IONIZER STATION
SECTION
DETAIL SYMBOL
(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS)
DRAWING SYMBOLS
NOTE BY SYMBOL
AIR DISTRIBUTION DEVICE
SUBTITLE
X12
XX
XX
XX
XX
XXXX
-
-
NUMBER
DESCRIPTION
SCALE
DETAIL #
DRAWING NO. TO REFER TO
AIR QUANTITY
ARROWS INDICATETHROW PATTERN
G-R-DDESIGNATION
DRAWING NUMBER WHERESECTION IS LOCATED
SECTION NUMBER
GAS PRESSURE REDUCING VALVE
WATER PRESSURE REDUCING VALVE
HOT WATER FOR HEATING SUPPLY
HOT WATER FOR HEATING RETURN
HWS
HWR
SANITARY SEWER
SUBSOIL DRAIN PIPING
STORM DRAIN
OVERFLOW DRAIN
PLUMBING VENT
DOMESTIC COLD WATER
DOMESTIC HOT WATER (120 F)
DOMESTIC HOT WATER RECIRC.
DOMESTIC HOT WATER (140 F)
FIRE LINE
BRANCH FIRE LINE WITH SPRINKLER HEADS
MEDIUM PRESSURE NATURAL GAS LINE
LOW PRESSURE NATURAL GAS LINE
REFRIGERANT LIQUID LINE
REFRIGERATED SUCTION LINE
CONDENSATE DRAIN LINE (HVAC)
PUMPED CONDENSATE
REFRIGERANT SUCTION & LIQUID LINES
REFRIG. SUCTION, LIQUID, HOT GAS LINES
DISCHARGE DRAIN
T H C/ /
ELEVATION/ RISER DIAGRAM SYMBOL
XX
XX
DRAWING NUMBER
POINTS TO ELEVATION/ RISER AREA
ELEVATION/ RISER #
FSD
FD
SD
ALL EXISTING SYSTEM INFORMATION AND/OR LOCATIONS ARE PROVIDED BY THE OWNER OR BY A 3RD PARTY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL MEP SERVICES ARE LOCATED AS DESIGNED BEFORE BIDDING THE PROJECT. IN OCCURENCES WHERE EXISTING DOES NOT MATCH DESIGNED, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER, ARCHITECT, & ENGINEER BEFORE PROCEEDING. IF ANY DISCREPANCIES ARE NOT IDENTIFIED AT BIDDING, THE COST SHALL BE ABSORBED BY THE CONTRACTOR AND NOT PASSED ONTO THE OWNER OR ENGINEER OF RECORD.
ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS TO PROVIDE MINIMAL DISRUPTION TO THE NEIGHBORING TENANTS
17. ALL SAW CUTTING SHALL BE PERFORMED AFTER HOURS SO THAT OPERATION DOES NOT DISTURB NEIGHBORING TENANTS. THERE SHALL BE NO GAS POWERED EQUIPMENT IN TENANT AREAS.
EQUIP. OR FIXTURE DRAIN LINE
PRESSURE RELIEF DISCHARGE
EXISTING PIPING
EXISTING PIPING TO BE REMOVED
UNDERFLOOR
CONNECT TO NEW OR EXISTING
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
1/8" = 1'-0"
9/1
/20
21 6
:06
:15
PMMP000
LE
GE
ND
AN
D G
EN
ER
AL
NO
TE
S -
ME
CH
AN
ICA
L/P
LU
MB
ING
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
03/11/20
TG TG
No.
Revisions and Descr iptions
By
Date
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
9/1
/20
21 7
:41
:34
PMM001
ME
CH
AN
ICA
L S
CH
ED
UL
ES
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG
TG
4. INSTALL FLEXIBLE CONNECTION AT OUTLET.
3. REFER TO MFG. DATA FOR REFRIGERANT LINE SIZING.
2. PROVIDE 2" PLEATED, MERV 13 RATED FILTERS. PROVIDE SPARE SET.
1. EXTERNAL STATIC PRESSURE (E.S.P.) IS DUCTWORK AND GRILLES ONLY. BHP SHOULD INCLUDE TWICE THE INITIAL FILTER STATIC PRESSURE.
NOTES: 5. EXPOSED LINE SET MUST BE INSTALLED IN WALL ESCUTCHEON.
EX. FCU-04 LOBBY / SUPPORT 3,335 410 900 0.75 3 104.0 79.1 78.3 / 63.7 2 EXISTING 35 89.8 62.7 208 / 3 LENNOX TAA120S4D-1Y EXISTING 1-5
EX. FCU-03 CONSTABLE / CLERKS 1,200 180 900 0.75 1/3 32.2 26.8 78.4 / 64 2 EXISTING 15 38.5 61.9 208 / 3 LENNOX CBX32M-036-230-6-05 EXISTING 1-5
EX. FCU-02 COURT 1,750 345 900 0.75 1/2 52.6 38.9 78.4 / 65.8 2 EXISTING 20 62.7 60.4 208 / 3 LENNOX CBX32M-060-230-6-05 EXISTING 1-5
EX. FCU-01 JUDGES CHAM. / BREAKROOM 1,050 125 900 0.75 1/2 31.0 23.4 76.9 / 63.7 2 EXISTING 15 38.0 63.6 208 / 3 LENNOX CBX32M-036-230-6-05 EXISTING 1-5
RPM IN.W.G. HP TOTAL MBH SENS. MBH EAT DB/WB(F) STAGES MCA MCCP KW CAP MBH EAT (F) V /PH NUMBER (>200 LBS.)DESIG. SERVES CFM MIN O/A
MAX FAN E.S.P. MOTOR DATA COOLING COIL DATA HEATING COIL DATA (ELEC)MFG.
MODEL OP. WEIGHTREMARKS
EXISTING FAN COIL UNIT SCHEDULE
2. PROVIDE MANUFACTURERS RECOMMENDED SERVICE AND OPERATIONAL CLEARANCES - NOT LESS THAN 24" CLEAR.
1. SIZE AND INSTALL REFRIGERANT LINES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
NOTES:
EX. CU-FCU-04 EX. FCU-04 10 120.0 - 105 / 32 EXISTING LENNOX TSA120S4DN1Y 5611E02455 41 50 208 / 1 EXISTING 13.5 EXISTING 1,2
EX. CU-FCU-03 EX. FCU-03 3.0 36.0 - 105 / 32 EXISTING LENNOX TSA036S4N43Y 5811K12080 14.2 20 208 / 1 EXISTING 14.5 EXISTING 1,2
EX. CU-FCU-02 EX. FCU-02 5.0 60.0 - 105 / 32 EXISTING LENNOX TSA060S4N44Y 5811H09128 21.3 35 208 / 1 EXISTING 13.5 EXISTING 1,2
EX. CU-FCU-01 EX. FCU-01 3.0 36.0 - 105 / 32 EXISTING LENNOX TSA036S4N43Y 5811K12081 14.2 20 208 / 1 EXISTING 14.5 EXISTING 1,2
TONS (MBH) HTG. (MBH) SUM / WINT MBH @ 47F AMB. NUMBER NUMBER MCA MOCP V / PH (>200 LBS.)DESIG. SERVES
NOM. CAPACITY CAPACITY COND. AMB.(F) HEATING CAPACITYMANUF.
MODEL SERIAL ELECTRICAL DATAMIN SEER/EER
@AHRI
SEER OP. WEIGHTREMARKS
EXISTING SPLIT SYSTEM HEAT PUMP SCHEDULE
4. PROVIDE COUNTERED WEIGHTED BACKDRAFT DAMPER WITH FELTED BLADE STRIKES.
3. PROVIDE MANUFACTURERS ROOF CURB - 12" HIGH ABOVE FINISHED ROOF. NO CURB SLOPE- MOUNT PARALLEL TO ROOF ANGLE.
2. OUTSIDE AIR APPLICATIONS SHALL HAVE 2 POSITION ACTUATORS (120V/1PH - N.C.) BY HOOD MANUFACTURER. END SW. BY CONTROLS CONTRACTOR.
1. PROVIDE BIRD SCREEN
NOTES:
VH-D RELIEF 200 -- 0.05 0.37 8" GREENHECK GRSR -- 1-2, 4
VH-C INTAKE 450 -- 0.05 0.82 12" GREENHECK GRSI -- 1-3
VH-B INTAKE 315 -- 0.05 0.58 10" GREENHECK GRSI -- 1-3
VH-A INTAKE 450 -- 0.05 0.82 12" GREENHECK GRSI -- 1-3
(>200 LBS.)
MARK SERVICES MAXIMUM CFMMIN. PERIMETER
INTAKE AREA (SQ.FT)
MAX P.D. (W.G.)
MIN.THROAT
AREA (SQ.FT)
DUCT SIZE MANUFACTURER MODEL NO.
OP. WEIGHT
REMARKS
ROOF VENTILATOR SCHEDULE
7. DISCONNECT SWITCH.
6. NEMA 3R EXTERNALLY MOUNTED WEATHERPROOF DISCONNECT SWITCH
5. GRAVITY BACKDRAFT DAMPER.
4. GALV. ROOF CURB 12" HIGH ABOVE FINISHED ROOF NOT DECK, SLOPED TO MATCH ROOF PITCH.
3. BIRD SCREEN
2. UNIT MOUNTED SPEED CONTROL RHEOSTAT (SCR) SWITCH.
IT IS CONTRACTORS RESPONSIBILITY TO VERIFY AN ISOLATION SYSTEM IS INSTALLED INTEGRAL OR FIELD INSTALLED. B. RUN FAN DURING OCCUPIED HOURS.
1. SUPPORT WITH VIBRATION ISOLATORS. IF ISOLATORS ARE INTEGRAL TO EQUIPMENT, ADDITIONAL ISOLATORS SHALL BE EXCLUDED. A. INTERLOCK WITH LIGHT SWITCH.
OPTIONS & ACCESSORIES CONTROL / INTERLOCK
EF-04 ADA RR CEILING 75 DIRECT 0.2 850 27 W 115 1 2 GREENHECK SP-L80 1,5,7, A -
EF-03 ADA RR CEILING 150 DIRECT 0.2 1,000 83 W 115 1 3.5 GREENHECK SP-A250 1,5,7, A -
EF-02 IT DOWNBLAST 300 DIRECT 0.50 1,300 1/12 115 1 6.7 GREENHECK G-095-G 1-6, B -
EF-01 EVIDENCE DOWNBLAST 300 DIRECT 0.50 1,300 1/12 115 1 6.7 GREENHECK G-095-G 1-6, A -
(IN W.G.) RPM HP VOLTS PHASE SONES NUMBER WEIGHT (>200 LBS.)DESIG. SERVES TYPE CFM DRIVE
E.S.P. MAX. FAN MOTOR MAX.MANUFACTURER
MODELREMARKS
OPERATING
FAN SCHEDULE
No.
Revisions and Descr iptions
By
Date
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
9/1
/20
21 7
:41
:34
PMM002
ME
CH
AN
ICA
L S
CH
ED
UL
ES
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
21
TG
TG
4. PROVIDE MANUFACTURERS REMOTE WALL MOUNTED T'SENSOR.
3. COORDINATE COLOR WITH ARCHITECT.
2. REFER TO HVAC DRAWINGS FOR ANY NECK SIZES OTHER THAN THOSE SHOWN ABOVE.
1. MATCH FRAME OR AIR DEVICE WITH CEILING. REFERENCE ARCHITECTURAL REFLECTIVE CEILING PLANS AND ROOM FINISH SCHEDULE.
NOTES:
DIFFUSER FOR LAY-IN CEILING. 325 - 23 10"
VOLUME ROUND NECK CEILING SUPPLY 245 - 20 8"
J TITUS 24"X24" ARCHITECTURAL FACE, VARIABLE 150 - 20 6" ALUM. N T3SQ-2 1,2,3,4
MOUNTED APPLICATIONS
FOR SURFACE
E TITUS 12"x12" EXHAUST GRILLE, 35° DEFL. 530 600 - 10"x10" ALUM. N 350 FL 1,2,3
LAY-IN CEILING MOUNTED APPLICATIONS.
D TITUS 24"X12" PERFORATED RETURN GRILLE FOR 900 600 15 22"x10" ALUM. N PAR-AA 1,2,3
1350 400 20 22"x22"
900 400 18 18"x18"
530 500 21 14"
390 500 17 12"
325 600 20 10"
LAY-IN CEILING MOUNTED APPLICATIONS. 210 600 17 8"
C TITUS 24"X24" PERFORATED RETURN GRILLE FOR 115 600 13 6" ALUM. N PAR-AA 1,2,3
MOUNTED APPLICATIONS
CEILING SUPPLY DIFFUSER FOR SURFACE 210 600 - 8"
B TITUS 12"x12" ARCHITECTURAL FACE, ROUND NECK 120 600 - 6" ALUM. N OMNI-AA 1,2,3
855 800 20 14"
630 800 20 12"
LAY-IN CEILING. 440 800 - 10"
NECK CEILING SUPPLY DIFFUSER FOR 280 800 - 8"
A TITUS 24"X24" ARCHITECTURAL FACE, ROUND 150 800 - 6" ALUM. N OMNI-AA 1,2,3
CFM VEL (FPM) NC INCHES NUMBERDESIG. MFG. DESCRIPTION
MAX MAX NECK MAX NECK SIZEMATERIAL OBD
MODELNOTES
AIR DEVICE SCHEDULE
5. PROVIDE CONTROL PANEL LABEL LISTING THE SHORT CIRCUIT RATING (SCR IN KAIC) REFER TO ELEC. POWER TO MECH. SCHEDULE FOR RATING REQMTS.
4. PROVIDE MANUFACTURERS MOUNTING BRACKET.
3. PROVIDE ALL SAFETIES.
2. PROVIDE INTEGRAL CONTROL VOLTAGE TRANSFORMER, RELAYS AND CONTROLS FOR A SINGLE POINT ELECTRICAL CONNECTION.
1. PROVIDE MANUFACTURERS SINGLE STAGE THERMOSTAT UNIT MOUNTED (REMOTE MOUNTED).
NOTES:
UH-01 350 10.2 3 208 1 1/100 1600 208 1 QMARK MUH-03 1-7
(MBH) KW VOLTS PHASE HP RPM VOLTS PHASE (>200 LBS.)MARK CFM
CAPACITY ELEC. HEATING COIL DATA FAN DATAMANUFACTURER MODEL NO.
OP. WEIGHTREMARKS
UNIT HEATER SCHEDULE
No.
Revisions and Descr iptions
By
Date
NOTES BY SYMBOL " ":
CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
ELEC
111
JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
A - 6"ø
150 CFM
A - 6"ø
150 CFM
A - 10"ø
290 CFM
A - 10"ø
290 CFM
A - 10"ø
290 CFM
A - 10"ø
295 CFM
A - 10"ø
295 CFM
A - 10"ø
290 CFM
A - 6"ø
120 CFM
EX.FCU-02
18"x16"18"x12"12"ø
EX.FCU-04
A - 6"ø
100 CFM
A - 6"ø
100 CFM
A - 6"ø
100 CFMA - 6"ø
50 CFM
A - 8"ø
200 CFM
A - 8"ø
200 CFM
A - 6"ø
50 CFM
A - 6"ø
125 CFM
A - 6"ø
125 CFM
A - 10"ø
300 CFM
A - 10"ø
300 CFM
A - 10"ø
300 CFM
A - 10"ø
300 CFM
A - 8"ø
210 CFM
A - 8"ø
210 CFM
A - 8"ø
210 CFM
A - 8"ø
210 CFM
A - 8"ø
210 CFM
14"x14" 24"x18"24"x14"
B - 8"ø
200 CFM
B - 8"ø
200 CFM
B - 6"ø
100 CFM
B - 6"ø
40 CFM
B - 6"ø
75 CFM
A - 6"ø
100 CFM
12"ø
18
"x16"
C
C
18"x16"
16"x12"
24"x18"
10"ø
J - 6"ø
100 CFM
J - 6"ø
100 CFM
A - 6"ø
75 CFM
B - 6"ø
50 CFM
B - 6"ø
50 CFM
D
A - 6"ø
150 CFM
A - 6"ø
150 CFM
10"ø
18
"x14"
T'J'
A - 6"ø
120 CFM
10
"ø
6"ø
16"x12"C - 14"ø
C - 14"ø
02
M501
01
M501
20
"x18"
12"ø
8"ø
C
TFCU-03
TFCU-04
TFCU-02
TFCU-02
MOP
107
E - 10"ø
(300 CFM )
E - 10"ø
300 CFM
EX.FCU-03
EX.FCU-01
12"ø
8"ø
14"ø
C
C
D
14"x14"
20"x20"14"ø10"ø
8"ø
10"ø
14"x14"
8"ø
6"ø
D
10"ø12"ø
8"ø20"x20"
8"ø
EF-03 EF-04
10"ø
C - 10"ø
20"x20"
03
M501
14"ø
10"ø
46"x20"
C - 10"ø
C - 10"ø
C
14
"x14"
14
"ø
06
M501
04
M501
1
1
1
23
3
4
4
4
4
5
6
UH-01
6"ø
6"ø
8"ø
10"ø8"ø
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 7
:41
:38
PMM201
FL
OO
R P
LA
N -
ME
CH
AN
ICA
L
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG
TG
TRUE NORTH
1 ROUTE FULLY INSULATED CONDENSATE LINEDOWN TO SINK TAILPIECE.
2 12"Ø OUTSIDE AIR DUCT UP TO VENTILATOR,VH-A. REFER TO M2.2 FOR TERMINATION.TRANSITION AS NECESSARY IN THE VERTICAL.PROVIDE MOTORIZED DAMPER TO SHUT WHENUNIT IS OFF.
3 8"Ø OUTSIDE AIR DUCT UP TO VENTILATOR,VH-B. REFER TO M2.2 FOR TERMINATION.TRANSITION AS NECESSARY IN THE VERTICAL.PROVIDE MOTORIZED DAMPER TO SHUT WHENUNIT IS OFF.
4 RELOCATE UNIT'S REFRIGERANT LINES ASNECESSARY WITH NEW PLACEMENT.
5 8"Ø EXHAUST DUCT UP TO VENTILATOR, VH-D.REFER TO M2.2 FOR TERMINATION. TRANSITIONAS NECESSARY IN THE VERTICAL.
6 12"Ø OUTSIDE AIR DUCT UP TO VENTILATOR,VH-C. REFER TO M2.2 FOR TERMINATION.TRANSITION AS NECESSARY IN THE VERTICAL.PROVIDE MOTORIZED DAMPER TO SHUT WHENUNITS ARE OFF.
0 3' 6' 12'
GRAPHIC SCALE3/16" = 1'-0"
1.5'
GENERAL NOTES:
1 COORDINATE WITH ALL TRADES BEFOREINSTALLING ANY EQUIPMENT, CONDENSATEDRAINS, REFRIGERANT LINES, OR DUCTWORK.
2 INSTALL CONDENSING UNITS AND SIZEREFRIGERANT LINES PER MANUFACTURER'SGUIDELINES AND REQUIREMENTS.
3 PROVIDE MANUFACTURER RECOMMENDEDCLEARANCE FOR SERVICE OF INDOOR AHUUNITS.
4 ROOF CURB SHALL MATCH SLOPE OF THE ROOF.
5 INTAKES AND FLUES/EXHAUST SHALL BELOCATED A MINIMUM OF 10'-0" FROM EACHOTHER.
3/16" = 1'-0"01
FLOOR PLAN - MECHANICAL
No.
Revisions and Descr iptions
By
Date
NOTES BY SYMBOL " ":
VH-A
VH-C
1
1
02
M501
01
M501
EF-01
EF-02
VH-B
EX.
CU-FCU-01EX.
CU-FCU-03
EX.
CU-FCU-02
EX.
CU-FCU-04
VH-D
03
M501
06
M501
04
M501
22
22
3
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 7
:41
:40
PMM202
RO
OF
PL
AN
-M
EC
HA
NIC
AL
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG
TG
3/16" = 1'-0"01
ROOF PLAN - MECHANICAL
1 CONTRACTOR TO VERIFY VENTILATOR IS AT MINIMUM
10 FT FROM THE EXISTING EXHAUST FANS.
2 CONTRACTOR TO INSTALL NEW REFRIGERATION
LINES. REUSE EXISTING WALL PENETRATIONS AND
RESEAL.
3 MAINTAIN 10 FT CLEARANCE FROM ANY AIR INTAKES.
GENERAL NOTES:
1 COORDINATE WITH ALL TRADES BEFORE
INSTALLING ANY EQUIPMENT, CONDENSATE
DRAINS, REFRIGERANT LINES, OR DUCTWORK.
2 INSTALL CONDENSING UNITS AND SIZE
REFRIGERANT LINES PER MANUFACTURER'S
GUIDELINES AND REQUIREMENTS.
3 PROVIDE MANUFACTURER RECOMMENDED
CLEARANCE FOR SERVICE OF INDOOR AHU
UNITS.
4 ROOF CURB SHALL MATCH SLOPE OF THE ROOF.
5 INTAKES AND FLUES/EXHAUST SHALL BE
LOCATED A MINIMUM OF 10'-0" FROM EACH
OTHER.
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE
3/16" = 1'-0"
1.5'
No.
Revisions and Descr iptions
By
Date
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
AIR DUCT/ROOF PENETRATION0507 FAN COIL SUPPORT NTS
1.5WR
W
R
W
R
R
W
2/3W
R
1/3W
W
1/6W
1/3W
1/2W
W
GREATER THAN W.
R SHALL EQUAL OR BE
GREATER THAN 1/3W.
R SHALL EQUAL OR BE
GREATER THAN 1/6W.
R SHALL EQUAL OR BE
NOTES:
ALL STANDARD RADIUS ELBOWS SHOWN ON PLANS MAY BE MADE SHORT RADIUS ELBOWS.ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTION,SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA.
THE INTERIOR SURFACE OF ALL RADIUS ELBOWS SHALL BE MADE ROUND.
2.
1.
NTS
NTSNTS
MAJOR RECTANGULAR DUCT WYE03 NTS
01 VANED DUCT ELBOW DETAIL
MAJOR RECTANGULAR DUCT TEE02
1-1/8"
"D"
"C"
"A"
"H"
"F"
"B"
"E"
AIR FLOW
"G"
DIMENSIONAL RELATIONSHIPS
ANGLES A&B EACH TO BE 15 DEGREES OR LESS
SEE DUCT PLANS FOR VALUES OF C,D, AND E.
F = C+DH = 1.5XC
G = H+3" MINIMUM
HEIGHT OF FITTING EQUAL TO THAT OF HIGHEST OF 3DUCTS
CHANGE IN HEIGHTS OF DOWNSTREAM DUCTS TOOCCUR AFTER THE TURN
1.
2.
3.
4.
5.
6.
7.
SPLITTER DAMPER ANDREGULATOR
DIMENSION
NO CHANGE INVERTICAL DUCT
1-9/16"
2" R
90 DEG.
1" R
4" R
2" R
SMALL DOUBLE VANE
90 DEG.
4-1/2"
8-1/4"2-1/4"
SMALL DOUBLE VANE
LARGE DOUBLE VANELARGE DOUBLE VANE RUNNER
SQUARE ELBOW.LARGE DOUBLE VANE
SQUARE ELBOWSMALL DOUBLE VANE
15" OR MORE
"G"
DIMENSION
NO CHANGE INVERTICAL DUCT
AIR FLOW
"E"
"B"
"F"
"H""A"
DIMENSIONAL RELATIONSHIPS
"C"
"D"
ANGLES A&B EACH TO BE 15DEGREES OR LESSSEE DUCT PLANS FOR VALUES OF C,D,AND E.F = C+DH = 1.5XCG = H+3" MINIMUM
HEIGHT OF FITTING EQUAL TO THATOF HIGHEST OF 3 DUCTSCHANGE IN HEIGHTS OFDOWNSTREAM DUCTS TO OCCURAFTER THE TURN
1.
2.
3.4.5.6.
7.
SPLITTER DAMPERAND REGULATOR
04 TYPICAL CEILING SUPPLY DIFFUSER06 MED. PRES. DUCT RADIUS ELBOW
LAY - IN CEILING
STRAIGHT FLEX12" MIN. OF
CONICAL TAP
TAP CAN BE THE IN SIDE OR BOTTOM
ROUND RIGID W/ INSULATION(R-8) LIMIT FLEX TO 5'-0"
LOCKING QUADRANT DAMPER WITHINSULATION STAND-OFF.
CEILING TYPE DIFFUSER
METAL MECHANICAL TYPEBAND AT CONN. OF FLEX
SUPPORT WIRE
1" MIN. BAND CLAMP ATDIFFUSER TURN DOWN
INSULATED FLEX DUCT(RE. TO SPECS)
SUPPLY TRUNK DUCT
MASTICALLY SEAL ALLFITTING JOINTS (TYP.)
CUT OUT SIZE FOR
CONNECTION PIPE
MASTIC SEAL ALLFLEX INTERNALCONNECTIONS
23.63
3.7 3
INSULATE BACK OFDIFFUSERS (R-6)
NOTES:
1. APPLICATION FOR SUPPLY AND
RETURN DIFFUSERS.
2. INSULATION SHALL FIT TIGHT
AGAINST DIFFUSER.
3. SEAL ALL (4) SIDES OF THE
INSULATION TO THE GRILLE.
4. R-6 INSULATION.
SEAL WATERTIGHT
FLASHING SKIRT BYMECH. CONTRACTOR
8" CURB COUNTERFLASHING
1"
ROOF
8" CURB
AIR DUCT
STRUCTURE
FILTER ACCESS
LINED RETURNAIR PLENUM
FLEX CONNECTION (TYP)
LINED SUPPLYAIR PLENUM
ALL-THREAD RODSECURE TOSTRUCTURE.
22GA SECONDARY CONTINUOUSLY WELDED CONDENSATEPAN WITH UNISTRUT SUPPORT ACROSS FAN COIL INSIDEPAN. PAN LENGTH & WIDTH LARGER THAN VALVEASSEMBLIES.
UNISTRUT SUPPORT TORUN LENGTH OF FANCOIL (2) REQUIRED (1)PER SIDE.
SPOT-WELD OR SHEET METALSCREW PAN SUPPORT TO PANBOTTOM (TYP. 4)
2"
NOTE: SECONDARY DRAIN PAN SHALL HAVE FLOAT SENSOR TO DEACTIVATE FAN.1.
VIBRATION ISOLATION. IF UNIT ISINTERNALLY ISOLATED, PROVIDERUBBER ISOLATION, OTHERWISEPROVIDE SPRING ISOLATION.
M.C. SHALL HARDWIRE TO MOTOR STARTER. DRAIN PAN SHALL EXTEND UNDER CONTROL VALVES.
BALL VALVE WITH THREADED ENDCAP
NTS
NTS
SCALE:
SCALE:
SINK TAIL-PIECE
CONDENSATEDRAIN PIPE
WALL
SINK TAIL-PIECE
ESCUTCHEON
INSULATE CONDENSATE DRAIN PIPING ANDFITTINGS WITH 1" THICK 'ARMAFLEX' FOAMPLASTIC INSULATION. SEAL JOINTS W/ ADHESIVE.
SAN. TEE FITTING SIMILARTO 'McGUIRE' NO. 520
RIGID PIPING(NO FLEX HOSES)
ADA INSUL. (TYP.)
NTSCONDENSATE TERMINATION08
BRANCH DUCT DETAIL09 NTS
NOTES:
AIR FLOW
"D"
"A"
BRANCH DUCT
EQUALIZING GRID REQUIRED IFFIRST TAKEOFF IS LESS THAN 5'-0"FROM BRANCH OF MAIN DUCT.
BALL JOINT CONNECTION
SPLITTER DAMPER 18 GAUGEMINIMUM
45°
"B"
"C"
MAXIMUM MAIN DUCT VELOCITY1200 FPM
B=A X 1.5 + 3C= A/2 + 3
D=A/2
4.
1.2.
3.
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
1/8" = 1'-0"
9/1
/20
21 6
:06
:09
PMM401
DE
TA
ILS
-M
EC
HA
NIC
AL
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG TG
No.
Revisions and Descr iptions
By
Date
FINISHED FLOOR0' - 0"
Roof24' - 1"
EX.FCU-02
10"ø
10"ø
VH-A
FINISHED FLOOR0' - 0"
Roof24' - 1"
10"ø
VH-C
EX.FCU-04
10"ø18"x24"
FINISHED FLOOR0' - 0"
FINISHED FLOOR0' - 0"
EX.10
TON
EX.10
TON
EX.5
TON
WICCU
FINISHED FLOOR0' - 0"
Roof24' - 1"
FINISHED FLOOR0' - 0"
EX.FCU-03
EX.FCU-01
VH-B
FINISHED FLOOR0' - 0"
FINISHED FLOOR0' - 0"
EX.CU-FCU-03
EX.CU-FCU-01
FINISHED FLOOR0' - 0"
FINISHED FLOOR0' - 0"
EXISTING EAVEHEIGHT
15' - 0"
AWNING EAVEHEIGHT
9' - 0"
EX.5
TONEX.3
TON
EX.3
TON
EX.5
TONFINISHED FLOOR
0' - 0"FINISHED FLOOR
0' - 0"
AWNING EAVEHEIGHT
9' - 0"
EX.CU-FCU-02
EX.CU-FCU-04
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
1/4" = 1'-0"
9/1
/20
21 7
:41
:43
PMM501
SE
CT
ION
VIE
WS
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
Author
TG
1/4" = 1'-0"01
FCU-02
1/4" = 1'-0"02
FCU-04
1/4" = 1'-0"05
MEZZANINE (NORTH) - DEMO
1/4" = 1'-0"03
EX. FCU-01 & EX. FCU-03
1/4" = 1'-0"06
MEZZANINE (NORTH) - NEW
1/4" = 1'-0"07
MEZZANINE (EAST) - DEMO
1/4" = 1'-0"04
MEZZANINE (EAST) - NEW
No.
Revisions and Descr iptions
By
Date
05
M501
EX.
10
TON
EX.
10
TON
EX.
5
TON
EX.
5
TON
EX.
3
TON
EX.
3
TON
EX.
5
TON
07
M501
WIC
CU
1
1
1
2
2
2 3
2
NOTES BY SYMBOL " ":
GENERAL DEMO NOTES:1. REFER TO MP0.0 FOR GENERAL PLUMBING
NOTES, ABBREVIATIONS, AND SYMBOLS.
2. PRIOR TO THE DEMOLITION OF WORK BY ANY
TRADE PROVIDE A QUALIFIED MECHANICAL
CONTRACTOR TO DISCONNECT ALL MECHANICAL
EQUIPMENT WITHIN THE AREA OF DEMOLITION.
THIS CONTRACTOR SHALL REMAIN ON SITE
DURING DEMOLITION, TO DISCONNECT AND TEST
ALL MECHANICAL SYSTEMS THAT BECOMES
ACCESSIBLE DURING THE COURSE OF
DEMOLITION.
3. TOUR THE PROJECT SITE WITH THE OWNER'
REPRESENTATIVE TO IDENTIFY AND MARK THOSE
ITEMS SCHEDULED FOR DEMOLITION, THAT THE
OWNER WISHES TO RETAIN. DELIVER THOSE
ITEMS SO MARKED, TO THE OWNER'S STORAGE,
WITHIN THE PROJECT SITE AS DIRECTED.
4. ALL REMAINING DEMOLITION ITEMS SHALL
BECOME THE CONTRACTORS PROPERTY AND
SHALL BE REMOVED FROM THE SITE. HAZARDOUS
MATERIALS SHALL BE DISPOSED OF IN
ACCORDANCE WITH FEDERAL REGULATIONS AND
THE CONTRACT DOCUMENTS.
5. WHERE CEILINGS OR WALLS ARE SCHEDULED
FOR DEMOLITION ON THE ARCHITECTURAL
DRAWINGS, DISCONNECT AND REMOVE ALL
MECHANICAL EQUIPMENT AND APPURTINANCE
ASSOCIATED WITH THOSE WALLS.
6. IDENTIFY DUCTWORK AND PIPING PASSING
THOUGH THE AREA OF DEMOLITION AND
SERVING EQUIPMENT OR AIR DEVICES OUTSIDE
THE AREA THAT WILL REMAIN. MARK AND
PROTECT THESE DUCTS AND PIPES DURING
DEMOLITION.
7. THE MECHANICAL SERVICE TO AREAS NOT
WITHIN THE DEMOLITION SCOPE OF WORK SHALL
NOT LOSE FUNCTION UNLESS SCHEDULED AND
AGREED TO BY THE OWNER.
8. REFER TO ARCHITECTURAL DRAWINGS FOR
AREAS OF DEMOLITION.
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 7
:41
:46
PMMD202
RO
OF
DE
MO
LIT
ION
PL
AN
-M
EC
HA
NIC
AL
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG
TG
3/16" = 1'-0"01
ROOF DEMO PLAN - MECHANICAL
1 REFER TO M2.2 FOR NEW LOCATION OF EXISTING
UNIT. CONTRACTOR TO INSTALL NEW
REFRIGERATION LINES AND ADJUST EXISTING
ELECTRICAL ITEMS AS NECESSARY.
2 REMOVE AND SALVAGE HEAT PUMP,
REFRIGERANT LINES, ELECTRICAL LINES, AND
ASSOCIATED FAN COIL AND RETURN TO OWNER
OR OWNER'S REP.
3 REMOVE AND SALVAGE EXISTING WALK-IN
COOLER'S CONDENSING UNIT AND ALL
ASSOCIATED EQUIPMENT. RETURN TO OWNER
OR OWNER'S REP.
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE
3/16" = 1'-0"
1.5'
No.
Revisions and Descr iptions
By
Date
DN
1
1
1
2
1
1
1
1
1
1
1
1
1
1
1
3
EX. 4 2
1
1
11
1
1
1
2
A. REFER TO DRAWING E000 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.
B. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE CONSTRUCTION MANAGER THAT A SURVEY HAS BEEN CONDUCTED AND ALL UNDERGROUND UTILITIES HAVE BEEN IDENTIFIED AND MARKED. CALL DIG TESS.
C. UTILITIES SHOWN ON THESE DRAWINGS ARE FOR REFERENCE ONLY. THE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL EXISTING UTILITIES AND ROUTING OF ALL NEW UNDERGROUND UTILITIES WITH RESPECT TO TRADES (GENERAL, PLUMBING, CIVIL, ETC.) PRIOR TO DIGGING. MINIMIZE DIGGING BY SHARING TRENCHES WHENEVER POSSIBLE.
D. COORDINATE ANY DEMOLITION, TEMPORARY, AND PERMANENT (ELECTRICAL AND TELEPHONE) SERVICES TO THE SITE WITH THE RESPECTIVE LOCAL UTILITY COMPANY REPRESENTATIVES, IN THE FIELD, PRIOR TO COMMENCEMENT OF WORK. ALL ASSOCIATED COST/FEES BY THE UTILITY COMPANY SHALL BE INCLUDED IN THE BID PRICE.
E. COORDINATE SERVICE SHUTDOWNS WITH ALL TRADES INVOLVED ON SITE AND OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER 72 HOURS PRIOR TO ANY ELECTRICAL AND/OR TELEPHONE SHUTDOWN.
F. CONTRACTOR SHALL REMOVE ALL UNUSED OR ABANDONED CONDUIT AND WIRING UNLESS NOTED OTHERWISE ON THE DRAWINGS.
G. ALL EQUIPMENT AND DEVICES REMOVED DURING CONSTRUCTION SHALL BE RETURNED TO THE BUILDING OWNER UNLESS OTHERWISE INSTRUCTED BY THE BUILDING OWNER.
H. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY EXISTING JOB SITE CONDITIONS DURING THE BIDDING PERIOD TO OBTAIN THE SCOPE OF ELECTRICAL WORK INVOLVED. THE SCOPE OF WORK SHALL INCLUDE OUTLETS, BOXES, CONDUIT, WIRING, FIXTURE DEVICES AND MATERIALS, WHICH MUST BE RE-ROUTED, RELOCATED OR REMOVED WITHER TEMPORARILY. PERMANENTLY, OR WHICH MUST BE PROVIDED SO THAT THE INDICATED REMODELING MAY BE ACCOMPLISHED. RE-ESTABLISH SERVICE TO ALL OUTLETS, PANELBOARDS, LIGHT FIXTURES, OR OTHER ELECTRICAL DEVICE THAT MAYBE INTERRUPTED BECAUSE OF THE REMODELING WORK.
I. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM AUTHORITIES HAVING JURISDICTION AND PAY ALL ASSOCIATED FEES.
GENERAL NOTES:
NOTES BY SYMBOL " ":
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 6
:09
:18
PMED201
EL
EC
TR
ICA
L D
EM
OL
ITIO
N P
LA
N
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
3/16" = 1'-0"1
ELECTRICAL DEMOLITION PLAN
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE3/16" = 1'-0"
1.5'
1 REMOVE ELECTRICAL DEVICES AND LIGHT FIXTURES IN AREA.RETAIN WIRE AND CONDUIT FOR FUTURE REUSE.
2 REMOVE ELECTRICAL DEVICES ON WALL. RETAIN WIRE ANDCONDUIT FOR FUTURE REUSE.
3 REMOVE EXISTING PANEL. RETAIN FEEDER AND BRANCHCIRCUITS FOR FUTURE REUSE. REFER TO ONELINE DIAGRAMON DRAWINGS E001 FOR ADDITIONAL INFORMATION.
4 REMOVE AND RELOCATE EXISTING PANEL. REFER TO DRAWINGE301 FOR NEW LOCATION.
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
S
S
S
S
S
S
S
S
S
S
SS
EXIT
SECTION
DETAIL SYMBOL
SUBTITILE
RISER DIAGRAMSYMBOL
ELECTRICAL ABBREVIATIONS
WIRING METHOD NOTES:
ELECTRICAL CONVENTIONS
DRAWING SYMBOLS
GENERAL NOTES
LIGHTING SYMBOLS
ELECTRICAL SYMBOLS DATA SYMBOLS
XX
XX-X
XX-X
XP
FACP
ADA AMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORAFF
ABOVE FINISHED GRADEAFGAIR HANDLING UNITAHU
AIC
ABOVE FINISHED CEILINGAFC
APPROXIMATE OR APPROXIMATELYALTERNATEALT
APPROX
AMERICAN WIRE GAGE
ARCHITECTAUTOMATIC TRANSFER SWITCHAUXILIARY
ARCHATSAUXAWG
BELOW FINISHED CEILINGBFCBELOW FINISHED GRADEBFGBUILDINGBLDGCONDUIT OR TUBINGCCABLE TELEVISIONCATVCIRCUIT BREAKERCBCLOSED-CIRCUIT TELEVISIONCCTVCIRCUITCKTCEILINGCLGCOMMUNICATIONSCOMM
DIRECT CURRENTDCCURRENT TRANSFORMER(S)CT(S)
DISCONNECTDISCDOUBLE-POLE, DOUBLE THROWDPDTDOUBLE POLE, SINGLE THROWDPSTDRAWING(S)DWG(S)EMPTY CONDUIT OR TUBINGEC
EGS ENGINE-GENERATOR SETEHH ELECTRICAL HANDHOLEELEV ELEVATIONEMERG EMERGENCYEMH ELECTRICAL MANHOLEEMT ELECTRICAL METALLIC TUBING
EXISTINGELECTRICAL WATER COOLER
EXEWC
FUSE(S)FFIRE ALARM ANNUNCIATOR PANELFAAPFIRE ALARM CONTROL PANELFACPFURNISHED BY OWNERFBOFLOORFLFULL LOAD AMPERE(S)FLAFLEXIBLEFLEX
FS
FULL VOLTAGE, NON-REVERSINGFVNRFULL VOLTAGE, REVERSINGFVRGROUNDGGROUND FAULT CIRCUIT INTERRUPTGFCI
HIGH INTENSITY DISCHARGEHIDHAND-OFF-AUTOMATICHOAHORSEPOWERHPHIGH PRESSURE SODIUMHPS
HVAC
HERTZIESHZ
ISOLATED GROUNDIGINTERMEDIATE METALLIC CONDUITIMC
JBOX JUNCTION BOXKILOAMPERE(S)KA
KW KILOWATTS(S)KWH KILOWATT-HOUR(S)KV KILOVOLT(S)KVA KILOVOLT-AMPERE(S)KVAR KILOVOLT-AMPERE(S) REACTIVE
LPS LOW PRESSURE SODIUMLIGHTINGLTGMETER(S)mMAXIMUMMAX
MAIN CIRCUIT BREAKERMCBMOTOR CONTROL CENTERMCCMOTOR CIRCUIT PROTECTORMCPMETAL HALIDEMHMICROPHONEMICMINIMUMMINMAIN LUGS ONLYMLOMILLIMETER(S)mmMANUAL MOTOR STARTERMMS
MANUAL TRANSFER SWITCHMTSMEGAVOLT-AMPERE(S)MVAMEGAVOLT-AMPERE(S) REACTIVEMVAR
MW MEGAWATT(S)NC NORMALLY CLOSED
NATIONAL ELECTRICAL CODENECNEMA
NATIONAL FIRE PROTECTION ASSOCIATIONNFPANON-FUSIBLE SAFETY SWITCHNF
NOT IN CONTRACTNIC
NORMALLY OPENNONOT TO SCALENTSOVERHEADOH
P POLE(S)PA PUBLIC ADDRESS SYSTEMPF POWER FACTORPL PILOT LIGHTPNL PANELBOARDPVC POLYVINYL CHLORIDERC REMOTE CONTROLRCP REFLECTED CEILING PLANRCPT RECEPTACLES(S)RGS RIGID GALVANIZED STEELRVSS REDUCED VOLTAGE, SOLID STATESF SQUARE FOOT OR FEETSPDT SINGLE-POLE, DOUBLE-THROWSPST SINGLE-POLE, SINGLE-THROWSS START-STOPSW SWITCHSWBD SWITCHBOARDTA TRIP AMPERE(S)
TAS TEXAS ACCESSIBILITY STANDARDSTELEPHONETELTEMPORARYTEMPTEXAS UTILITIES ELECTRICTUTELEVISIONTVTYPICALTYP
UG UNDERGROUNDUL UNDERWRITERS LABORATORIES, INC.UPS UNINTERRUPTIBLE POWER SUPPLY
VARIABLE FREQUENCY DRIVE
VOLT-AMPERE(S)
VFD
VAV VOLTAGE OR VOLT(S)
W/OW/
WITHOUTWITH
WPW
WEATHERPROOFWATT(S)
XFMRXP
TRANSFORMEREXPLOSION-PROOF
#
DELTA
NUMBER
WIRE SIZES ARE INDICATED BY AMERICAN WIRE GAGE OR CIRCULAR MILS.
NOTES BY SYMBOL APPLY TO DRAWING ON WHICH AND WHERE SYMBOL APPEARS.
2
3
4
K
P
T
WP
ALL DIMENSIONS GIVEN SHALL BE INTERPRETED AS DIMENSIONTO THE TOP OF THE ELECTRICAL BOX IN ACCORDANCE WITH ADA.
S
1. DO NOT COMBINE NEUTRALS AND GROUNDS OF SEPARATE
BRANCH CIRCUITS.
2. WIRE SHALL BE COPPER THWN - SOLID FOR SIZES 12, 10, 8;
STRANDED FOR SIZES 6 AND LARGER.
D
NIGHT LIGHTNL
INDICATES FIXTURE TYPE - SEE LIGHT FIXTURE SCHEDULE
INDICATES PANEL CIRCUIT
LIGHTING FIXTURE
2-SPEED, CONSEQUENT POLE2SCP2SSW 2-SPEED, SEPARATE WINDING
AMPERE(S)ALTERNATING CURRENTAIR-COOLED CONDENSING UNITACCU
ACA
AMPERE INTERRUPTINGCAPACITY(ROOT MEAN SQUARESYMMETRICAL)
ILLUMINATING ENGINEERINGSOCIETY OF NORTH AMERICA
NATIONAL ELECTRICALMANUFACTURER'S ASSOCIATION
FUSIBLE SAFETY SWITCHOR FUSIBLE SWITCH
(ALL ABBREVIATIONS MAY NOT APPEAR ON DRAWINGS.)
SINGLE-POLE SWITCH WITH WEATHERPROOF COVERPLATEAT 48" ABOVE FINISHED GRADE OR FLOOR UNO
TIME SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.
SINGLE-POLE SWITCH AND PILOT LIGHT AT48" ABOVE FINISHED FLOOR UNO.
KEY-OPERATED SWITCH AT 48" ABOVEFINISHED FLOOR UNO.
FOUR-WAY SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.
THREE-WAY SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.
TWO-POLE SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.
SINGLE-POLE DIMMING SWITCH AT 48" ABOVEFINISHED FLOOR UNO.
SINGLE-POLE SWITCH AT 48" ABOVE FINISHEDFLOOR UNO.
SINGLE POLE SWITCH AT 48" ABOVE FINISHEDFLOOR WITH SECURITY DETENTION PLATE.
(ALL CONVENTIONS MAY NOT APPEAR ON DRAWINGS.)
GENERAL NOTES APPLY TO ELECTRICAL DRAWING SET.
DRAWING NOTES APPLY TO DRAWING ON WHICH NOTE APPEARS.
TYPICAL LIGHTING NOTATIONS SHOWN ON LIGHTING PLAN:
CENTER LINE
NUMBER OF POLES
RATING OF SWITCH
RATING OF FUSES OR NON-FUSIBLE
NEMA ENCLOSURE TYPE.
3P/60A/NF/3R
DISCONNECT SWITCH
MAXIMUM CURRENT AMPACITYMCA
MAXIMUM OVER-CURRENT PROTECTIONMOCP
HEATING AND AIR CONDITIONING RATINGHACR
HEATING, VENTILATION ANDAIR CONDITIONING
TYPICAL POWER NOTATIONS SHOWN ON POWER PLAN:
UNO UNLESS NOTED OTHERWISE
E/R EXISTING TO BE REMOVED ANDREINSTALLED AFTER MODIFICATION
INDICATES SWITCH ASSOCIATED WITH FIXTURE
FIRE ALARM REQUIREMENTS
TBPE POLICY ADVISORY: PER THE POLICY ADVISORY OPINION 04-04-FA
PLANNING OF FIRE ALARM SYSTEMS ISSUED BY THE TEXAS BOARD OF
PROFESSIONAL ENGINEERS AND LAND SURVEYORS (TBPELS), THE
FOLLOWING STATEMENT IS MADE: THE LICENSED ENGINEER OF RECORD FOR
THIS PROJECT WILL NOT PREPARE FIRE ALARM SYSTEM DRAWINGS NOR SHOW
FIRE ALARM SYSTEM DEVICES ON THE ELECTRICAL DRAWINGS. PROVIDE A
COMPLETE AND AUTOMATIC BUILDING FIRE ALARM SYSTEM. THE FIRE ALARM
PLANNER SHALL BE LICENSED BY THE STATE FIRE MARSHALL'S OFFICE. THE
PLANNING OF THE FIRE ALARM SYSTEM SHALL MEET ALL CRITERIA STATED IN
THE TBPE POLICY ADVISORY OPINION. SUGGESTED LOCATION OF FIRE ALARM
AND ALARM ANNUNCIATOR PANEL ARE SHOWN ON THESE PLANS BASED ON
OWNER PREFERENCE. CONTRACTOR SHALL CONFIRM EXACT LOCATION AND
QUANTITIES WITH THE FIRE MARSHALL. REFER TO SPECIFICATION 283111 FOR
REQUIREMENTS.
LB-3,5 PANELBOARD, SWITCHBOARD OR MOTOR CONTROLCENTER CIRCUIT DESIGNATION
A. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS
FROM AUTHORITY HAVING JURISDICTION AND PAY ALL ASSOCIATED FEES.
B. LOCATE JUNCTION AND PULL BOXES AS REQUIRED TO ALLOW ACCESS
AFTER EQUIPMENT AND APPURTENANCES ARE INSTALLED. COORDINATE
LOCATIONS AND ELEVATIONS OF ELECTRICAL DEVICES WITH DRAWINGS
AND OTHER TRADES PRIOR TO INSTALLATION.
C. PROTECT PERMANENT BUILDING FIXTURES FROM DAMAGE DURING
CONSTRUCTION PERIOD. PROVIDE PLYWOOD OR SIMILAR MATERIAL
UNDER EQUIPMENT OR MATERIALS STORED ON FLOORS AND IN AREAS
WHERE CONSTRUCTION MAY DAMAGE FINISHES. SURFACES OR FINISHES
DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE COST
OF THE CONTRACTOR.
D. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIXTURES AND
ELECTRICAL DEVICES INSTALLED IN OR ON THE CEILING WITH
ARCHITECTURAL REFLECTED CEILING PLAN. CEILING MOUNTED
ELECTRICAL DEVICES SHALL BE MOUNTED IN THE CENTER OF THE TILES,
UNLESS OTHERWISE NOTED.
E. PROPERLY SUPPORT LOW VOLTAGE WIRING CABLING NOT IN CONDUIT
PER CODE. IN AREAS SUCH AS CORRIDORS DESIGNATED FOR NEW
CEILINGS AND FINISHES, SUPPORT EXISTING ELECTRICAL DEVICES AND
EQUIPMENT IN AND ABOVE THE CEILING, INCLUDING CONDUIT AND
CABLING. PROVIDE PROPER PERMANENT SUPPORT AS NEEDED TO
COMPLY WITH CODE AND TAKE WEIGHT OFF CEILING SUPPORTS.
REMOVE AND REINSTALL ELECTRICAL DEVICES AND EQUIPMENT AS
NEEDED FOR PAINTING, WALL COVERINGS, CEILINGS, AND FINISH WORK.
REFER TO ARCHITECTURAL DRAWINGS.
F. BRANCH CIRCUITS OVER 75 FEET (25 METERS) IN LENGTH (TOTAL ONE
WAY) FROM THE PANEL, THE ELECTRICAL CONTRACTOR SHALL
CALCULATE THE VOLTAGE DROP AND PROVIDE AN APPROPRIATE
CONDUCTOR SIZE TO ACHIEVE NO MORE THAN 3% MAXIMUM ALLOWABLE
VOLTAGE DROP.
G. DO NOT SCALE THE DRAWINGS. BECAUSE OF THE SCALE OF THE
DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS OR
OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE A COMPLETE
OPERATING SYSTEM. CAREFULLY INVESTIGATE CONDITION AFFECTING
WORK AND INSTALL WORK IN SUCH A MANNER THAT INTERFERENCES
BETWEEN PIPES, CONDUIT, DUCT, EQUIPMENT, ARCHITECTURAL AND
STRUCTURAL FEATURES SHALL BE AVOIDED.
H. ALL EXITS LIGHTS SHALL HAVE THEIR NORMAL BRANCH CIRCUIT WIRING
TIED INTO THE LOCAL LIGHTING CIRCUIT IN THE AREA FOR WHICH THEY
SERVE, AHEAD OF ALL SWITCHING.
I. WHERE ELECTRICAL DEVICES ARE MOUNTED IN A GRID CEILING, THEY
SHALL BE MOUNTED IN THE CENTER OF THE CEILING TILE UNLESS
OTHERWISE NOTED.
J. ALL LAY-IN TYPE FIXTURES SHALL BE PROVIDED WITH A RED SAFETY
CABLE SUPPORTED FROM THE STRUCTURE OF BUILDING.
K. ALL DEVICES, EQUIPMENT, FIXTURES AND THE LIKE MUST BE GROUNDED
BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL
AND ELECTRICAL BONDS OF METALLIC RACEWAY SYSTEMS SHALL BE
MAINTAINED.
L. PROVIDE CIRCUIT, CONDUIT, WIRE, DISCONNECT SWITCH,
OVERCURRENT AND SHORT CIRCUIT PROTECTION FOR ALL EQUIPMENT,
WHETHER SHOWN ON THE DRAWINGS OR NOT, INCLUDING, MOTORIZED
DAMPERS, SMOKE DAMPERS, ELECTRIC HEAT TRACE, POWER FOR
ENERGY MANAGEMENT SYSTEM, WATER SOFTENING EQUIPMENT, WATER
TREATMENT SYSTEMS, AIR DRYERS, ELECTRIC FLUSH VALVES, ELECTRIC
TRAP PRIMERS, ELECTRIC SOLENOIDS, SHOWER VALVES, AND OTHER
MISCELLANEOUS EQUIPMENT. WITH NO ADDITIONAL COST TO THE
OWNER.
M. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL
EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH
THE N.E.C.
N. REFER TO MECHANICAL SPECIFICATIONS, HVAC PLANS AND PLUMBING
PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS.
O. REFER TO CONTROL SCHEMATICS ON THE MECHANICAL DRAWINGS FOR
ADDITIONAL CONTROL WIRING AND CONTROL CONNECTIONS.
P. UNLESS OTHERWISE NOTED, ALL DEVICE ELEVATIONS REFER TO THE
CENTERLINE OF BACK BOX. THE CONTRACTOR SHALL COORDINATE ALL
BOX LOCATIONS WITH OTHER TRADES.
Q. PROVIDE 'SEAL-OFFS' WHEN CONDUIT PASSES THROUGH AREAS OF
DIFFERENT AMBIENT TEMPERATURES AND/OR HAZARDOUS AREAS.
R. IF MORE THAN THREE CURRENT-CARRYING CONDUCTORS ARE ROUTED
IN THE SAME CONDUIT, DERATING SHALL BE TAKEN INTO ACCOUNT.
INCREASING THE CONDUCTOR AMPACITY (BY INCREASING WIRE SIZE) TO
COMPENSATE AS FOLLOWS:
NO. OF CONDUCTORS AMPACITY INCREASE4 THRU 6 125%7 THRU 9 145%
10 THRU 20 (MAX) 200%
THE CONDUIT SIZE (CAPACITY) SHALL ALSO BE INCREASED TO CONFORM
TO N.E.C., CHAPTER 9.
S. ALL FIRE ALARM DEVICES SHALL BE MOUNTED AT HEIGHTS AS SPECIFIED
BY THE NFPA 70 AND ADA.
T. PROVIDE PHASE-LOSS RELAYS ON ALL NEW THREE PHASE MECHANICAL
EQUIPMENT 1 HP AND LARGER TO PREVENT SINGLE PHASING.
COORDINATE WITH MECHANICAL EQUIPMENT CONTRACTOR.
U. ALL BREAKERS USED TO FEED MECHANICAL EQUIPMENT SHALL BE 'HACR'
TYPE.
V. ALL EQUIPMENT TO BE CONSIDERED 'AS-EQUAL' MUST BE SUBMITTED TO
THE ENGINEER FOR APPROVAL NO LATE THAN ONE (1) WEEK PRIOR TO
BID DATE.
W. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH ALL
TRADES FOR SUBSTITUTED EQUIPMENT FROM THIS DESIGN.
UNCOORDINATED CHANGES THAT OCCUR FROM A SUBSTITUTION WILL BE
THE CONTRACTORS RESPONSIBILITY TO ABSORB THE COST AND NOT
PASS ONTO THE OWNER.
X. PROVIDE PROTECTION IN FIRE RATED WALL MEMBRANE PENETRATIONS.
PROTECTION SHALL WRAP THE OUTSIDE OF THE BOX OR ENCLOSURE TO
MAINTAIN WALL FIRE RATING. DO NOT USE PENETRATION PROTECTION
ON THE INTERIOR OF BOX/ENCLOSURE OR COVER PLATE TYPE
PROTECTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
Y. ALL LOW VOLTAGE CABLING (FIRE ALARM, DATA, TEMPERATURE
CONTROLS, ETC.) LOCATED IN EXPOSED STRUCTURAL AREAS SHALL BE
INSTALLED IN CONDUIT AND ROUTED TIGHT TO DECK. INSTALLATIONS
NOT IN COMPLIANCE WITH THIS REQUIREMENT SHALL BE REMOVED AND
REINSTALLED AT THE CONTRACTORS EXPENSE.
Z. CONTRACTOR SHALL COMPLY WITH APPLICABLE ENERGY CODE.
AA. ALL MECHANICAL EQUIPMENT AND MOTOR CONTROLLERS SHALL BE
PROVIDED WITH AN APPROPRIATE SHORT CIRCUIT CURRENT RATING
(SCCR) FACTORY INSTALLED LABEL. THE LABEL SHALL INDICATE THE
AVAILABLE SHORT CIRCUIT CURRENT AT THAT PIECE OF EQUIPMENT AS
REQUIRED BY N.E.C. 440.10 AND N.E.C. 430.8.
AB. PER DIVISION 26 SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM A
SHORT CIRCUIT STUDY AND PROVIDE A SUMMARY OF THE CALCULATIONS
TO THE MECHANICAL CONTRACTOR. THIS INFORMATION SHALL BE
INCLUDED WITH THE MECHANICAL EQUIPMENT SUBMITTALS. SUBMITTALS
WILL NOT BE ACCEPTED WITHOUT SCCR INFORMATION AND EQUIPMENT
ORDERED PRIOR TO REVIEW OF THE SCCR DATA IS DONE SO AT THE
CONTRACTORS RISK. CONTRACTOR SHALL COORDINATE BETWEEN
TRADES AS REQUIRED.
(ALL CONVENTIONS MAY NOT APPEAR ON DRAWINGS.)
CEILING-MOUNTED SURFACE OR SUSPENDEDSINGLE-FACE EXIT SIGN WITH DIRECTIONALARROW AS INDICATED; SHADED QUADRANTINDICATES FACE OF SIGN.
CEILING-MOUNTED SURFACE OR SUSPENDEDDOUBLE-FACE EXIT SIGN WITH DIRECTIONALARROWS AS INDICATED; SHADED QUADRANTINDICATES FACES OF SIGN.
WALL-MOUNTED EXIT SIGN WITH DIRECTIONALARROW(S) AS INDICATED; SHADEDQUADRANT(S) INDICATE FACE(S) OF SIGN.
EMERGENCY LIGHT FIXTURE
(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)
WP
GFI
IG
n
S
SINGLE RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.
DUPLEX RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.
QUADRAPLEX RECEPTACLE; NEMA 5-20R AT 18"ABOVE FINISHED FLOOR UNO.
RECEPTACLE W/WEATHERPROOF COVERPLATE;DUPLEX NEMA 5-20R 18" ABOVE FINISHEDGRADE OR FLOOR UNO.
DUPLEX RECEPTACLE WITH DETENTION PLATE
GROUND-FAULT CIRCUIT INTERRUPTERRECEPTACLE; DUPLEX NEMA 5-20R 18" ABOVEFINISHED GRADE OR FLOOR UNO.
ISOLATED GROUND RECEPTACLE; DUPLEX NEMA5-20R AT 18" ABOVE FINISHED FLOOR UNO
RECEPTACLE MOUNTED n INCHES ABOVEFINISHED FLOOR OR GRADE; NEMA 5-20R UNO
SPECIAL-PURPOSE RECEPTACLE; SEE SPECIAL-PURPOSE RECEPTACLE, CONNECTION ANDFLOOR BOX SCHEDULE ON DRAWING.
HARDWIRE CONNECTION OR PROVISION FORCONNECTION; SEE SPECIAL-PURPOSERECEPTACLE, CONNECTION AND FLOOR BOXSCHEDULE ON DRAWING.
MULTIOUTLET ASSEMBLY
B
B
FLOOR-MOUNTED DUPLEX RECEPTACLEAND DATA CONNECTION.
RECEPTACLE 208 VOLT.
(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.) (ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)
DUCT SMOKE DETECTORD
NON FUSED DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
LOW VOLTAGE PANEL
HIGH VOLTAGE PANEL
PUSHBUTTON
D ELECTRIC DOOR OPENER
2
JUNCTION BOX
TRANSFORMER
CIRCUIT BREAKER
COMBINATION DISCONNECT SWITCH/MOTORSTARTER.
MOTOR SYMBOL; THE NUMBER INSIDEINDICATES HP.
SECURITY CAMERA
TV
TELEVISION DATA OUTLET; SINGLE GANG 2.5"DEEP BOX AT 72" AFF, UNLESS NOTEDOTHERWISE, (WITH 1" CONDUIT TO ABOVENEAREST CEILING) AND ADJACENT NEMA 5-20RDUPLEX RECEPTACLE.
F0
WP
SP
DATA SYSTEM JACK; SINGLE GANG BOX AT 18"AFF WITH 1" CONDUIT TO ABOVE NEARESTACCESSIBLE CEILING; SUBSCRIPTED # INDICATES AMOUNT OF NETWORK DROPS
TELEPHONE SYSTEM VOICE JACK; SINGLE GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTED # INDICATES AMOUNT OF NETWORK DROPS
COMBINATION VOICE AND DATA JACK; 1-GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTED # INDICATES AMOUNT OF NETWORK DROPS
DATA SYSTEM FIBER OPTIC JACK; SINGLE GANGBOX AT 18" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTED# INDICATES AMOUNT OF NETWORK DROPS
WALL PHONE. VOICE AND DATA JACK; 1-GANGBOX AT 48" AFF WITH 1" CONDUIT TO ABOVENEAREST ACCESSIBLE CEILING; SUBSCRIPTED# INDICATES AMOUNT OF NETWORK DROPS
OCCUPANCY SENSOR "SWITCH PACK" OR"POWER PACK" REFER TO DETAIL 8 ON SHEET E3
REMOTE DOOR UNLOCK PUSH BUTTON
CONTROLLED DOOR
OVERHEAD DOOR CONTROLLER
SOUND SYSTEM SPEAKER; CEILING-MOUNTED2-GANG, 4" DEEP BOX WITH 1" CONDUIT TOABOVE NEAREST ACCESSIBLE CEILING
SOUND SYSTEM DEVISE; SEE SOUNDSYSTEM DEVICE SCHEDULE ON DRAWINGS.
CLOCK SYSTEM SINGLE RECEPTACLE; NEMA5-15R AT 80" ABOVE FINISHED FLOOR UNO.
WIRELESS ACCESS POINT
FIRE ALARM CONTROL PANEL
2' x 4' LUMINARE
CARD READERCR
6"
FINISHED FLOOR
ADA MINIMUM HEIGHT
COUNTER HEIGHT
TOP OF BACKSPLASH
PANELBOARDOR CABINET
ADA MAXIMUM OBSTRUCTED
ADA MAXIMUM UN OBSTRUCTED
FOR THE ITEMS BELOWFINISHED CEILING
REFER TO ARCHITECT
18"
43"
84" 84" 84" 84"
12" MIN
B S
F FAA
LA-1
(ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.)
RISER NUMBER
POINTS TO RISER AREA
NUMBER
DESCRIPTION
SCALE
DETAIL #
DRAWING NO. TO REFER TO
SECTION NUMBER
DRAWING NUMBER WHERESECTION IS LOCATED
X
Ax
J
S
#
#
#
#
#
WAP
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
NTS
9/1
/20
21 6
:09
:13
PME000
LE
GE
ND
AN
D G
EN
ER
AL
NO
TE
S -
EL
EC
TR
ICA
L
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
EXISTINGPANEL
LA2(225A)
M
TO EXISTING UTILITYTRANSFORMER
225AT225AF
225AT225AF
225AT225AF
100AT100AF
EXISTING METER208Y/120V, 3P, 4W
EXISTINGPANEL
UNDERGROUND CONDUITS
EXISTINGPANEL
LA1(225A)
1
NOTES BY SYMBOL:
1. PROVIDE NEW PANEL. RECONNECT ALL BRANCH
CIRCUITS NOT REMOVED DURING DEMOLITION.
2. RELOCATED EXISTING PANEL AS SHOWN ON E301.
EXTEND CONDUIT AND WIRE AS REQUIRED TO
MATCH EXISTING.
3. SEAL ANY MISSING KNOCKOUTS ON PANEL.
EXISTINGPANEL
LA3
2
3 3 3 3EXISTING
PANELLA2
(225A)
M
EXISTING METER208Y/120V, 3P, 4W
225AT225AF
225AT225AF
225AT225AF
100AT100AF
TO EXISTING UTILITYTRANSFORMER
EXISTINGPANEL
UNDERGROUND CONDUITS
EXISTINGPANEL
LA1(225A)
1
NOTES BY SYMBOL:
1. REMOVE EXISTING PANEL. RETAIN AND
RECONNECT ALL BRANCH CIRCUITS NOT REMOVED
DURING DEMOLITION TO NEW PANEL.
2. RETAIN EXISTING WIRE AND CONDUIT FOR REUSE.
3. RELOCATE EXISTING PANEL. REFER TO 2/E001 AND
E301 FOR ADDITIONAL INFORMATION.
4. VERIFY WHICH DISCONNECT IS CONNECTED TO
EXISTING PANELS.
2
EXISTINGPANEL
LA3
3
4 4 4 4
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
NTS
9/1
/20
21 6
:09
:14
PME001
ON
E L
INE
/ S
CH
ED
UL
ES
/ P
AN
EL
BO
AR
DS
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
NTS2 ONELINE DIAGRAM
TOTAL + SPARE 33.4
SPARE 1 AT 0.5 EA = 0.5
TOTAL 14.58 10.69 7.34 32.61 32.92
MISCELLANEOUS 0.50 0.00 0.50 1.00 1.00 1.00
KITCHEN 0.00 0.00 0.00 0.00 0.65 0.00
HEAT 0.00 0.00 0.00 0.00 1.00 0.00
VOLT/PHASE: 208/3 KVA 16.64 9.00
LARGEST MOTOR HP: 15 FLC 46.20 8.00
MOTOR 0.40 0.00 0.00 0.40 NEC 4.56
RECEPTACLE 9.00 7.45 5.76 22.21 NEC 16.11
LIGHTING 4.68 3.24 1.08 9.00 1.25 11.26
LOAD A B C KVA MULT KVA
LOAD... CONN. DESN TOTAL DESIGN AMPS: 92.8
REMARKS: *PROVIDE RED SAFETY BREAKER
TOTALS 5.68 8.82 0.00 0.00 0.00 0.50 0.50 0.00 0.00 0.00 10.43 3.33 TOTALS
83 SPACE - 83 C 84 - SPARE 84
81 SPACE - 81 B 82 - SPARE 82
79 SPACE - 79 A 80 - SPARE 80
77 SPACE - 77 C 78 - SPARE 78
75 SPACE - 75 B 76 - SPARE 76
73 SPACE - 73 A 74 - SPARE 74
71 SPACE - 71 C 72 - SPARE 72
69 SPACE - 69 B 70 - SPARE 70
67 SPACE - 67 A 68 - SPARE 68
65 SPACE - 65 C 66 - SPARE 66
63 SPACE - 63 B 64 - SPARE 64
61 SPACE - 61 A 62 - SPARE 62
59 SPACE - 59 C 60 - SPARE 60
57 SPACE - 57 B 58 - SPARE 58
55 SPACE - 55 A 56 - SPARE 56
53 SPACE - 53 C 54 - SPARE 54
51 SPACE - 51 B 52 - SPARE 52
49 SPARE 20/1 49 A 50 20/1 SPARE 50
47 SPARE 20/1 47 C 48 20/1 SPARE 48
45 RCPT ROOF 20/1 0.40 45 B 46 0.40 20/1 AIR DEVICE J 46
43 IT RACK 30/1 2.16 43 A 44 0.40 20/1 EF-1, EF-2 44
41 SPARE W ATTIC 20/1 41 C 42 0.54 20/1 RCPT 105 42
39 CONTACTER 20/1 1.08 39 B 40 0.54 20/1 RCPT 105 40
37 RCPT 118 20/1 0.72 37 A 38 0.72 20/1 RCPT 120 38
35 RCPT 117 20/1 0.72 35 C 36 1.08 20/1 S WALL PACK & E... 36
33 RCPT 117 20/1 0.72 33 B 34 0.36 20/1 FLOOR BOX 116 34
31 RCPT 115 20/1 0.72 31 A 32 1.08 20/1 SEPTIC SYSTEM 32
29 PROJECTOR 20/1 0.36 29 C 30 20/1 SPARE 30
27 E & S LIGHTS 20/1 1.08 27 B 28 0.54 20/1 RCPT 116 28
25 FLOOR BOX 115 20/1 0.36 25 A 26 0.72 20/1 RCPT 116 26
23 SPARE BY ATTIC... 20/1 23 C 24 0.54 20/1 RCPT 115 24
21 FLOOR BOX 115 20/1 0.36 21 B 22 0.72 20/1 RCPT 115 22
19 TRANL TRAIN 20/1 1.08 19 A 20 1.08 20/1 FRONT CANOPY... 20
17 *FIRE ALARM 20/1 0.50 17 C 18 0.54 20/1 RCPT 115 18
15 RCPT 114 20/1 0.54 15 B 16 0.54 20/1 RCPT 114 16
13 RCPT 113 20/1 0.54 13 A 14 0.50 20/1 TIME CLOCK 14
11 RCPT 108-110 20/1 0.54 11 C 12 0.54 20/1 RCPT 112 12
9 WEST SIGN 20/1 1.08 9 B 10 0.50 20/1 EWC 10
7 UTILITY LIGHT... 20/1 1.08 7 A 8 0.90 20/1 RCPT 108 8
5 RCPT 106-108 20/1 1.08 5 C 6 0.90 20/1 RCPT 102, 108 6
3 RETAIL SCONCE 20/1 1.08 3 B 4 0.75 20/1 RCPT 102 4
1 LTG101-102,106-15 20/1 1.36 1 A 2 1.17 20/1 LTG 103-105,116-130 2
POLE LTG RCPT MTR HEAT KITC MISC MISC KITC HEAT MTR RCPT LTG POLECKT DESCRIPTION
AMP/ LOA... LOA... AMP/DESCRIPTION CKT
MOUNTING: SURFACE VOLTAGE: 208 /120V 3PH, 4W
MAIN SIZE: 225 A MAIN TYPE: MLO SECTION 1 PANEL NAME: LA1
NEW PANELBOARD SCHEDULE
TOTAL + SPARE 59.9
SPARE 0 AT 0.5 EA = 0.0
TOTAL 22.47 21.07 18.63 62.17 59.88
MISCELLANEOUS 0.00 0.00 0.00 0.00 1.00 0.00
KITCHEN 0.00 0.00 0.00 0.00 0.65 0.00
HEAT 0.00 0.00 0.00 0.00 1.00 0.00
VOLT/PHASE: 120/1 KVA 1.66 3.00
LARGEST MOTOR HP: 1 FLC 13.80 2.00
MOTOR 16.71 15.67 15.21 47.59 NEC 47.59
RECEPTACLE 5.76 5.40 3.42 14.58 NEC 12.29
LIGHTING 0.00 0.00 0.00 0.00 1.25 0.00
LOAD A B C KVA MULT KVA
LOAD... CONN. DESN TOTAL DESIGN AMPS: 166.2
REMARKS:
TOTALS 0.00 4.68 34.70 0.00 0.00 0.00 0.00 0.00 0.00 12.89 9.90 0.00 TOTALS
41 SPACE - 41 C 42 - SPACE 42
39 1.50 39 B 40 0.18 20/1 RP-1 40
37UH-01 20/2
1.50 37 A 38 1.04 38
35 3.00 35 C 36 1.0415/2 CU-AC-1
36
33 3.00 33 B 34 1.08 20/1 TMV 34
31
WH-1 30/3
3.00 31 A 32 0.36 20/1 VH-A, VH-B, VH-C 32
29 RCPT 130 20/1 0.54 29 C 30 0.36 20/1 UNDER FRIDGE 30
27 RCPT 130 20/1 0.54 27 B 28 0.36 20/1 FRIDGE 28
25 RCPT 126,128,129 20/1 0.72 25 A 26 1.08 20/1 DSFAND PLUGS 26
23 RCPT 126 20/1 0.72 23 C 24 0.72 20/1 RCPT 121, 123, 125 24
21 RCPT 122 20/1 1.08 21 B 22 0.72 20/1 RCPT 121 DESK 22
19 RCPT 122 20/1 1.08 19 A 20 1.08 20/1 RCPT 121 DESK 20
17 2.52 17 C 18 0.36 20/1 FLOOR BOX 121 18
15 2.52 15 B 16 0.72 20/1 RCPT 121 16
13
5 TON 35/3
2.52 13 A 14 0.72 20/1 RCPT 104 14
11 2.52 11 C 12 0.72 20/1 RCPT 103 12
9 2.52 9 B 10 0.72 20/1 RCPT 103 10
7
3 TON 35/3
2.52 7 A 8 0.72 20/1 RCPT 103 8
5 2.52 5 C 6 3.60 6
3 2.52 3 B 4 3.60 4
1
3 TON 35/3
2.52 1 A 2 3.60
50/3 10 TON
2
POLE LTG RCPT MTR HEAT KITC MISC MISC KITC HEAT MTR RCPT LTG POLECKT DESCRIPTION
AMP/ LOA... LOA... AMP/DESCRIPTION CKT
MOUNTING: SURFACE VOLTAGE: 208 /120V 3PH, 4W
MAIN SIZE: 225 A MAIN TYPE: MLO SECTION 1 PANEL NAME: LA2
EXISTING PANELBOARD SCHEDULE
NTS1 ONELINE DEMOLITION DIAGRAM
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
9/1
/20
21 6
:09
:14
PME002
SC
HE
DU
LE
S
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
LIGHT FIXTURE SCHEDULE
TYPE DESCRIPTION VOLTS LAMPS WATTS
A1 RECESSED 2 X 2 ACRYLIC BASKET TROFFER, APPROX. 2400 LUMENS, 3500K COLOR
TEMPERATURE, 0-10V DIMMING
METALUX 22CZ-LD4-24-UNV-L835-CD1-U
LITHONIA 2BLT2 33L ADP EZ1 LP840
COLUMBIA LCAT22-40MLG-EDU
120 LED 19
A2 RECESSED 2 X 2 ACRYLIC BASKET TROFFER, APPROX. 3900 LUMENS, 3500K COLOR
TEMPERATURE, 0-10V DIMMING
METALUX 22CZ-LD4-39-UNV-L835-CD1-U
LITHONIA 2BLT2 33L ADP EZ1 LP840
COLUMBIA LCAT22-40MLG-EDU
120 LED 29
A3 RECESSED 2 X 2 ACRYLIC BASKET TROFFER, APPROX. 4400 LUMENS, 3500K COLOR
TEMPERATURE, 0-10V DIMMING
METALUX 22CZ-LD4-44-UNV-L835-CD1-U
LITHONIA 2BLT2 33L ADP EZ1 LP840
COLUMBIA LCAT22-40MLG-EDU
120 LED 34
B1 RECESSED 2 X 4 ACRYLIC BASKET TROFFER, APPROX. 4000 LUMENS, 3500K COLOR
TEMPERATURE, 0-10V DIMMING
METALUX 24CZ-LD5-40-UNV-L840-CD-1-U
LITHONIA 2BLT4 40L ADP EZ1 LP835
COLUMBIA LCAT-24-40-FK24-VW-G-ED-U
120 LED 32
B2 RECESSED 2 X 4 ACRYLIC BASKET TROFFER, APPROX. 4600 LUMENS, 3500K COLOR
TEMPERATURE, 0-10V DIMMING
METALUX 24CZ-LD5-46-UNV-L840-CD-1-U
LITHONIA 2BLT4 40L ADP EZ1 LP835
COLUMBIA LCAT-24-40-FK24-VW-G-ED-U
120 LED 35
R1 RECESSED 6" LED CAN, APPROX. 1500 LUMENS, 4000K COLOR TEMPERATURE,
WHITE REFLECTOR TRIM, 0-10VDIMMING DRIVER
ELITE HH6-LED-1500L-DIM10-120-ND-40K-HH6-6501-CL-WH
HALO COMM HC6-15-D010-HM6-12-840-61-ND-C
LITHONIA LDN6 40/20 6AR LSS 120 EZ10 TRW
120 LED 18
V1 3' VANITY LIGHTING, 3500K COLOR TEMPERATURE
STUDIO M SPEC SM562006SN
LITHONIA FMVCSL 36IN MVOLT 30K 90CRI BN
120 LED 30
X1 SINGLE/DUAL FACE EDGE LIT EXIT SIGN WITH GREEN LED LAMPS, UNIVERSAL
ARROWS, UNIVERSAL MOUNTING, ALUMINUM HOUSING, NI CAD BATTERY, SELF
DIAGNOSTICS
LITHONIA EDG G EL SD
DUALLITE LES G NEI
SURELITES EUX7-G-SD
120 LED 4
X2 EXTERIOR EGRESS EMERGENCY LIGHT, MOUNT 6" ABOVE DOOR FRAME, BRONZE
FINISH, SELF POWEREDBATTERY BACKUP
LITHONIA AFF UVOLT LTP SDRT WT
DUALLITE PCZ
EVENLITE MOE BB 7 B
120 LED 4
NOTES:
1 ALL LIGHT FIXTURES SHALL BE CONTROLLED BY A DIGITAL CONTROL SYSTEM TO MEET
CODE.
2 EXIT SIGNS SHALL BE UNIVERSAL MOUNT WITH UNIVERSAL ARROWS.
3 ALL REQUESTS FOR SUBSITUTIONS/ALTERNATES MUST BE SUBMITTED 10 WORKING DAYS
PRIOR TO BID DATE.
4 ALL SUBMISSIONS SHALL INCLUDE DETAILED CUT SHEETS AND PERFORMANCE DATA FOR
CONSIDERATION.
5 ALL STATED WATTAGE IN FIXTURE SCHEDULE SHALL BE PLACED ON FIXTURES AT AND BY
THE FACTORY.
6 ALL LED DRIVERS ARE SPECIFICATION GRADE, ELECTRONIC <10%THD, DIMMING 100-10%
UNLESS OTHERWISE NOTED.
7 ALL LED COLORS ARE 3500K OR AS STATED.
8 HEIGHTS GIVEN ARE TO BOTTOM OF LIGHT FIXTURE UNLESS OTHERWISE NOTED. SEE
ARCHITECTURAL ELEVATIONS BEFORE INSTALLATION.
9 FINAL LIGHT FIXTURE COLOR FINISH SELECTION SHALL BE BY THE ARCHITECT DURING
SUBMITTAL PHASE.
10 REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DIGITAL CONTROL
REQUIREMENTS.
RP-1 RECIRC PUMP 120/1 1/6 HP 15/3 3 #12, 1 #12G, 3/4" C 3P/30A/NF/1R
WH-1 ELECTRIC WATER HEATER 208/3 9 KW 30/3 3 #10, 1 #10G, 3/4" C 3P/30A/NF/1R
ITEM DESCRIPTION V/PH KW/HP C/B WIRE & CONDUIT DISCONNECT
PLUMBING EQUIPMENT SCHEDULE
UH-01 RISER 208/1 3 0.5 20/1 2 #12, 1 #12G, 3/4" C -
V/PH KW AMPSITEM SERVES
ELECTRICALC/B WIRE & CONDUIT DISCONNECT
UNIT HEATER SCHEDULE
J JUDGE CHAMBER 120/1 2 20/1 2 #12, 1 #12G, 3/4" C -
V/PH AMPSITEM SERVES
ELECTRICALC/B WIRE & CONDUIT DISCONNECT
AIR DEVICE UNIT SCHEDULE
EF-04 ADA RR 120/1 27 W 0.2 15/1 2 #12, 1 #12G, 3/4" C MANUAL MOTOR STARTER
EF-03 ADA RR 120/1 83 W 0.7 15/1 2 #12, 1 #12G, 3/4" C MANUAL MOTOR STARTER
EF-02 IT 120/1 1/12 HP 0.5 15/1 2 #12, 1 #12G, 3/4" C MANUAL MOTOR STARTER
EF-01 EVIDENCE 120/1 1/12 HP 0.5 15/1 2 #12, 1 #12G, 3/4" C MANUAL MOTOR STARTER
V/PH HP/W AMPSITEM SERVES
ELECTRICALC/B WIRE & CONDUIT DISCONNECT
FAN SCHEDULE
VH-D RELIEF NO POWER REQUIRED
VH-C INTAKE 120/1 2 15/1 2 #12, 1 #12G, 3/4" C -
VH-B INTAKE 120/1 2 15/1 2 #12, 1 #12G, 3/4" C -
VH-A INTAKE 120/1 2 15/1 2 #12, 1 #12G, 3/4" C -
V/PH AMPSITEM SERVES
ELECTRICALC/B WIRE & CONDUIT DISCONNECT
ROOF VENTILATOR SCHEDULE
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
3
3
3
3 3a
4D
3D
Db
3c
3
4
3
3a
3cDd
4a
3D
b
4a
3a
3D
bNOTES BY SYMBOL " ":
CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
B1B1
A2
A2
A1 A1
A1
A1
A2B1 B1B1
B1B1B1 B1
B1
B1
B1
B1
B1
B1
B1
B1 B1
A2
B1a
B1a
B1a
B1a
B1a
B1a
B1aB1a
B1a
A2a
A2
A2
B1
B1
B2B2
A2
B2 B2 B2
B1aB1aB1aB1aB1a
B1aB1aB1aB1aB1a
B1aB1aB1aB1aB1a
B1c
B1c B1c
B1c
B1c
A2
A3
A3
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
B1B1
B1B1
B1B1
R1
V1
V1
V1
V1
V1
V1
V1
V1
A2
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
1
1
1
1
1
1
1
1
2
2
2
1
2
2
2
2
2
2
1
1
1
1 1
B1
LA1-2
LA1-2
LA1-2
LA1-1 LA1-1
LA1-1 LA1-1 LA1-1
LA1-1 LA1-1 LA1-1
LA1-1
LA1-2 LA1-2
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1 LA1-1
LA1-1 LA1-1
LA1-1
LA1-1
LA1-1 LA1-1 LA1-1
LA1-1
LA1-1 LA1-1 LA1-1
LA1-1 LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1 LA1-1
LA1-1 LA1-1
LA1-1 LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-1
LA1-2LA1-2LA1-2
LA1-2
LA1-2LA1-2
LA1-2LA1-2
LA1-2LA1-2
LA1-2LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2 LA1-2
LA1-2
LA1-2
LA1-2
LA1-1
X2
X2 X2 X2
X2
X2
X2X2
A2
LA1-2
R1b
R1b
R1b
LA1-1
LA1-1
LA1-1
A2
A2
LA1-2
LA1-2
R1b
R1b
R1b
R1d
R1d
LA1-2
LA1-2
LA1-2
LA1-2
LA1-2
3D
3a
NL
NL
NL
NL
X2
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 6
:41
:29
PME201
LIG
HT
ING
PL
AN
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
TRUE NORTH
3/16" = 1'-0"1
LIGHTING PLAN
0 6' 12' 24'
GRAPHIC SCALE
3/32" = 1'-0"
3'
1 PROVIDE A CEILING MOUNTED DUAL TECHNOLOGY
OCCUPANCY SENSOR.
2 PROVIDE A SWITCH MOUNTED DUAL TECHNOLOGY VACANCY
SENSOR.
GENERAL NOTES:
A REFER TO DRAWING E000 FOR ELECTRICAL LEGEND,
ABBREVIATIONS AND GENERAL NOTES – ELECTRICAL.
B REFER TO DRAWING E001 FOR LIGHTING FIXTURE SCHEDULE.
C THE CONTRACTOR SHALL SUBMIT A FULL SET OF OCCUPANCY
CONTROL LOCATION DRAWINGS SUBMITTALS TO THE A/E PRIOR TO
PURCHASING OR INSTALLATION. OCCUPANCY CONTROL
LOCATIONS AND QUANTITIES SHALL BE BASED ON THE
MANUFACTURE’S RECOMMENDATIONS. THE LIGHTING PLANS SHOW
DESIGN INTENT ONLY AND DO NOT REFLECT EVERY
MANUFACTURER PERMUTATIONS.
D OCCUPANCY CONTROLS SHALL BE WIRED SUCH THAT ALL
GENERAL ROOM LIGHTING IS CONTROLLED.
E ALL EXITS LIGHTS AND SIGNS SHALL HAVE THEIR NORMAL OR
EMERGENCY BRANCH CIRCUIT WIRING TIED INTO THE LOCAL
LIGHTING CIRCUIT IN THE AREA FOR WHICH THEY SERVE, AHEAD OF
ALL SWITCHING.
F PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH
CIRCUIT.
G COORDINATE ALL DEVICE MOUNTING LOCATIONS, HEIGHTS AND
SPACING WITH ARCHITECTURAL FLOOR PLANS AND ELEVATIONS.
BIDDERS SHALL EXAMINE ARCHITECTURAL DRAWINGS TO INCLUDE
ANY NECESSARY COORDINATION COST.
H IN GENERAL, WALL MOUNTED DEVICES AT LOWER HEIGHTS SHALL
BE STACKED DIRECTLY BELOW DEVICES AT HIGHER ELEVATIONS.
PROVIDE CONDUIT OFFSET AS REQUIRED.
I LIMIT CONDUIT ROUTING IN AREAS WITH OPEN CEILINGS TO LOADS
IN THAT AREA. ROUTE CONDUIT IN CONCEALED BULKHEADS WHERE
POSSIBLE. WHERE NOT POSSIBLE, CONDUIT SHALL BE RAN
PARRALLEL AND TIGHT TO STRUCTURE.
J REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT
LOCATIONS OF LIGHT FIXTURES. CONTRACTORS SHALL
COORDINATE LOCATIONS OF LIGHTS, SPEAKERS, AIR DIFFUSERS,
GRILLES, AND THE LIKE, WITH THE REFLECTED CEILING PLAN.
K REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND/OR
ROOM FINISH SCHEDULE AND VERIFY LIGHT FIXTURE TYPE FOR
CEILING CONSTRUCTION PRIOR TO ORDERING THE FIXTURES.
PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING
SYSTEM.
L ALL LAY-IN TYPE FIXTURES SHALL BE PROVIDED WITH A RED
SAFETY CABLE SUPPORTED FROM THE STRUCTURE OF BUILDING.
M CONTRACTOR SHALL CLEAN ALL LIGHT FIXTURES, INSIDE AND OUT,
PRIOR TO FINAL ACCEPTANCE BY OWNER.
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
UP
DN
WAP
WAP
WAP
WAPWAP
WAP
NOTES BY SYMBOL " ":CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111
JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
GFCILA1-5
GFCILA1-11
GFCILA1-5
GFCILA2-25
GFCILA2-25
GFCILA2-23
GFCILA2-23
LA2
1
1
1
1
1
1
2
+40"
LA1-4LA1-4
LA1-4
LA1-4 LA1-6 LA1-6 LA1-6
LA1-6
LA1-6
LA1-5 LA1-5
LA1-5
LA1-5
LA1-8
LA1-11
LA1-8
LA1-8
LA1-8
LA1-10
LA1-12
LA1-13
LA1-12
LA1-13
LA1-15
LA1-15LA1-15
LA1-16
LA1-16LA1-16
LA1-18LA1-18
LA1-18
LA1-31 LA1-31
LA1-31
LA1-31
LA1-24
LA1-24
LA1-22
LA1-22
LA1-22
LA1-22
LA1-24
LA1-25
LA1-21
LA1-38
LA1-38
LA1-38
LA1-38
LA1-28
LA1-26LA1-26GFCILA1-26
GFCILA1-26
LA1-28 LA1-28
LA1-34
LA1-37
LA1-37
LA1-37
LA1-37
LA2-14
LA2-14
LA2-14
LA2-14
LA1-40LA1-40
LA1-40
LA1-42
LA1-42
LA1-42
LA2-10
LA2-10 LA2-10 LA2-8 LA2-8
LA2-8
LA2-8
LA2-12LA2-12LA2-12
LA2-12
LA2-16LA2-16LA2-16LA2-16
LA2-20 LA2-20 LA2-20
LA2-22
LA2-22
LA2-18
LA2-24
LA2-24
LA2-24
LA2-24
LA2-25
LA2-25
GFCILA2-23
GFCILA2-23
1
1
LA2-30
LA2-28
LA2-27
LA2-27
LA2-27
LA2-29
LA2-29
LA2-29
LA2-21LA2-21
LA2-21
LA2-19 LA2-19 LA2-19
LA1-29
LA1-11
LA1-35
LA1-35LA1-33
LA1-33
LA1
3
3
33
3
3 3
3
31
1
3333
3
3
3
3 3 3
3
+40"+40" +40" +40" +40"3
2
3
3
3
3
3
3
3
3
3
3
2
2
2
2
4
2
2
2
4
2
2
1
1
1
1
2
2
2
3
3
4
WAP
LA1-43 5
LA1-8
LA3
6
7
8
LA1-6
9
LA2-25
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 6
:09
:16
PME301
PO
WE
R P
LA
N
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
3/16" = 1'-0"1
POWER PLAN
1 MOUNT GFCI RECEPTACLE +44” A.F.F.
2 PROVIDE GFCI BREAKER FOR CIRCUIT INDICATED.
3 PROVIDE FLOOR BOX WITH 2 NETWORK DROPS.
4 PROVIDE FLOOR BOX WITH 4 NETWORK DROPS.
5 PROVIDE CEILING MOUNTED 5-30R RECEPTACLE FOR IT RACK.COORDINATE EXACT LOCATION WITH IT.
6 RELOCATED PANEL. EXTEND WIRE AND CONDUIT TO MATCHEXISTING. VERIFY EQUIPMENT CONNECTED TO PANEL AND FILLOUT PANEL SCHEDULE.
7 PROVIDE 1"C FOR FIBER CABLE.
8 PROVIDE 1"C FOR MICROPHONE WIRING.
9 EXISTING ELECTRICAL METER.
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE3/16" = 1'-0"
1.5'
GENERAL NOTES:
A REFER TO DRAWING E000 FOR ELECTRICAL LEGEND,ABBREVIATIONS AND GENERAL NOTES – ELECTRICAL.
B REFER TO DRAWING E001 FOR ELECTRICAL RISER DIAGRAMAND E5 SERIES SHEETS FOR SUPPLEMENTAL DETAILS.
C THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATED THEGENERAL EXTENT OF THE WORK. THE CONTRACTOR SHALLPROVIDE ALL PULL BOXES, JUNCTION BOXES ANDINCIDENTAL MATERIALS AND LABOR FOR A COMPLETE ANDFULLY FUNCTIONAL SYSTEM.
D VERIFY REQUIREMENTS OF ALL MECHANICAL EQUIPMENTWITH SHOP DRAWING SUBMITTALS. NOTIFY THE ENGINEEROF ANY CONFLICTS BETWEEN MECHANICAL EQUIPMENTSUBMITTALS AND ELECTRICAL DRAWINGS.
E EACH CIRCUIT SHALL HAVE A DEDICATED NEUTRALCONDUCTOR CONNECTED BACK TO THE PANEL.
F PROVIDE FIRE STOPPING FOR ALL CONDUIT SLEEVES.
G PROVIDE FIRE ALARM POWER SUPPLY PANELS (NAC’S) ASREQUIRED BY THE MANUFACTURER.
H COORDINATE ALL DEVICE MOUNTING LOCATIONS, HEIGHTSAND SPACING WITH ARCHITECTURAL FLOOR PLANS ANDELEVATIONS. BIDDERS SHALL EXAMINE ARCHITECTURALDRAWINGS TO INCLUDE ANY NECESSARY COSTS WITH BID.
I IN GENERAL, DEVICES AT LOWER HEIGHTS SHALL BESTACKED DIRECTLY BELOW DEVICES AT HIGHERELEVATIONS. PROVIDE CONDUIT OFFSET AS REQUIRED.
J ALL FIRE ALARM POWER PANELS (NACS) SHALL BECONNECTED TO A NEW DEDICATED 20A/1P CIRCUITBREAKER IN THE NEAREST 208Y/120V BRANCH PANELBOARDWITH 2#12, #12G, 3/4"C. CONTRACTOR SHALL VERIFY EXACTLOCATION AND QUANTITIES WITH FIRE ALARMCONTRACTOR. CONTRACTOR SHALL UPSIZE WIRE FORVOLTAGE DROP AS REQUIRED.
K ALL FIRE/SMOKE DAMPERS SHALL BE CONNECTED TO A NEWDEDICATED 20a/1p CIRCUIT BREAKER IN NEAREST 208Y/120VBRANCH PANELBOARD WITH 2#12, #12G, 3/4"C. CONTRACTORSHALL UPSIZE WIRE FOR VOLTAGE DROP AS REQUIRED. NOMORE THAN (20) TWENTY FIRE/SMOKE DAMPERS TO ASINGLE CIRCUIT. FIRE/SMOKE DAMPERS SHALL BECONNECTED TI FIRE ALARM SYSTEM BY FIRE ALARMCONTRACTOR.
L LIMIT CONDUIT ROUTING IN AREAS WITH OPEN CEILINGS TOLOADS IN THAT AREA. ROUTE CONDUIT IN CONCEALEDBULKHEADS WHERE POSSIBLE. WHERE NOT POSSIBLE,CONDUIT SHALL BE RAN PARRALLEL AND TIGHT TOSTRUCTURE.
M ALL 125-VOLT, SINGLE PHASE 15 AMP AND 20 AMPRECEPTACLES INSTALLED IN RESTROOMS, KITCHENS,ROOFTOPS, OUTDOORS OR WITHIN 6 FEET OF A SINK OROTHER WATER SOURCE, SHALL BE GFCI TYPE ORPROTECTED BY A GFCI CIRCUIT BREAKER, PER NEC 210.8(B).
N CONTRACTOR SHALL PROVIDE NEATLY TYPED PANELSCHEDUL INSIDE PANEL DOOR.
O ALL CONDUIT AND/OR WIRING SHALL BE INSTALLEDBETWEEN THE BOTTOM AND TOP OF CORD OF JOIST. DONOT INSTALL CONDUIT WITHIN 3'-0" OF ANY A/C UNITSUNLESS THE CONDUIT AND/OR WIRING SERVICES THE A/CUNIT.
P ALL ELECTRICAL DEVICES TO BE STUDDED TO THE CEILING.
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
UP
DN
NOTES BY SYMBOL " ":
CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
LA2
EX.
FCU-04
EX.
FCU-02
1
2
2
LA2-31,33,35
EF-03 EF-04
WH-1
UH-01
EX.
FCU-03
EX.
FCU-01
LA1
LA3
2
2
3
3
RP-1
TMV-1LA2-34
LA2-40
1
1
J J
LA2-34,36
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 6
:09
:17
PME401
PO
WE
R T
O M
EC
HA
NIC
AL
PL
AN
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
3/16" = 1'-0"1
POWER TO MECHANICAL PLAN
1 REFER TO POWER TO MECHANICAL SCHEDULE ONDRAWING E002 FOR ADDITIONAL INFORMATION.
2 EXISTING EQUIPMENT.
3 CONNECT EHAUST FAN TO SAME CICRCUIT ANDSENSOR AS LIGHTS IN ROOM.
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE3/16" = 1'-0"
1.5'
GENERAL NOTES:
A VERIFY REQUIREMENTS OF ALL MECHANICALEQUIPMENT WITH SHOP DRAWING SUBMITTALS.NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEENMECHANICAL EQUIPMENT SUBMITTALS ANDELECTRICAL DRAWINGS PRIOR TO INSTALLATION.PROVIDE A CIRCUIT TO ALL MECHANICAL EQUIPMENT.
B CONTRACTOR SHALL REFER TO MECHANICAL ANDPLUMBING SHEETS, AND DIVISION 22 AND 23SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,SCOPE, AND RESPONSIBILITY BY DIVISION 26CONTRACTOR.
C REFER TO MECHANICAL PLANS FOR EXACT LOCATIONOF MECHANICAL EQUIPMENT AND LOCATEDISCONNECT SWITCHES IN ACCORDANCE WITH THEN.E.C.
D CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHFOR ALL EQUIPMENT THAT IS NOT PROVIDED WITH AFACTORY DISCONNECT.
E REFER TO CONTROL SCHEMATICS ON THEMECHANICAL DRAWINGS FOR ADDITIONAL CONTROLWIRING AND CONTROL CONNECTIONS FOR DIVISION26 CONTRACTOR.
F PROVIDE PHASE-LOSS RELAYS ON ALL NEW THREEPHASE MECHANICAL EQUIPMENT 1 HP AND LARGERTO PREVENT SINGLE PHASING. COORDINATE WITHMECHANICAL EQUIPMENT CONTRACTOR.
G SOME EXHAUST FANS MAY BE CONTROLLED VIA THEENERGY MANAGEMENT SYSTEM, REFER TO THEMECHANICAL EQUIPMENT SCHEDULE FORADDITIONAL INFORMATION.
H ALL BREAKERS USED TO FEED MECHANICALEQUIPMENT SHALL BE ‘HACR’ TYPE.
I MAINTAIN EQUIPMENT ACCESS FREE OF ALLCONDUIT, WIRING, HANGERS, SUPPORTS, ETC.
J ALL MECHANICAL EQUIPMENT AND MOTORCONTROLLERS SHALL BE PROVIDED WITH ANAPPROPRIATE SHORT CIRCUIT CURRENT RATING(SCCR) FACTORY INSTALLED LABEL. THE LABELSHALL INDICATE THE AVAILABLE SHORT CIRCUITCURRENT AT THAT PIECE OF EQUIPMENT ASREQUIRED BY N.E.C. 440.10 AND N.E.C. 430.8.
No.
Revisions and Descr iptions
By
Date
LA1-46 LA1-46
06.14.18
09/01/2021
VH-A
VH-C
LA2-32
LA2-32
EF-02
EF-01
VH-B
WPLA1-45
1
EX.
CU-FCU-03
EX.
CU-FCU-01
VH-D
LA2-32
EX.
CU-FCU-04
EX.
CU-FCU-02
WPLA1-45
11
1
1
LA1-44
LA1-44
2 2
2
2
3
3
1
NOTES BY SYMBOL " ":
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 6
:09
:17
PME402
PO
WE
R T
O M
EC
HA
NIC
AL
RO
OF
PL
AN
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
TRUE NORTH0 3' 6' 12'
GRAPHIC SCALE3/16" = 1'-0"
1.5'
GENERAL NOTES:
A VERIFY REQUIREMENTS OF ALL MECHANICALEQUIPMENT WITH SHOP DRAWING SUBMITTALS.NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEENMECHANICAL EQUIPMENT SUBMITTALS ANDELECTRICAL DRAWINGS PRIOR TO INSTALLATION.PROVIDE A CIRCUIT TO ALL MECHANICAL EQUIPMENT.
B CONTRACTOR SHALL REFER TO MECHANICAL ANDPLUMBING SHEETS, AND DIVISION 22 AND 23SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS,SCOPE, AND RESPONSIBILITY BY DIVISION 26CONTRACTOR.
C REFER TO MECHANICAL PLANS FOR EXACT LOCATIONOF MECHANICAL EQUIPMENT AND LOCATEDISCONNECT SWITCHES IN ACCORDANCE WITH THEN.E.C.
D CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHFOR ALL EQUIPMENT THAT IS NOT PROVIDED WITH AFACTORY DISCONNECT.
E REFER TO CONTROL SCHEMATICS ON THEMECHANICAL DRAWINGS FOR ADDITIONAL CONTROLWIRING AND CONTROL CONNECTIONS FOR DIVISION26 CONTRACTOR.
F PROVIDE PHASE-LOSS RELAYS ON ALL NEW THREEPHASE MECHANICAL EQUIPMENT 1 HP AND LARGERTO PREVENT SINGLE PHASING. COORDINATE WITHMECHANICAL EQUIPMENT CONTRACTOR.
G SOME EXHAUST FANS MAY BE CONTROLLED VIA THEENERGY MANAGEMENT SYSTEM, REFER TO THEMECHANICAL EQUIPMENT SCHEDULE FORADDITIONAL INFORMATION.
H ALL BREAKERS USED TO FEED MECHANICALEQUIPMENT SHALL BE ‘HACR’ TYPE.
I MAINTAIN EQUIPMENT ACCESS FREE OF ALLCONDUIT, WIRING, HANGERS, SUPPORTS, ETC.
J ALL MECHANICAL EQUIPMENT AND MOTORCONTROLLERS SHALL BE PROVIDED WITH ANAPPROPRIATE SHORT CIRCUIT CURRENT RATING(SCCR) FACTORY INSTALLED LABEL. THE LABELSHALL INDICATE THE AVAILABLE SHORT CIRCUITCURRENT AT THAT PIECE OF EQUIPMENT ASREQUIRED BY N.E.C. 440.10 AND N.E.C. 430.8.
3/16" = 1'-0"1
POWER TO MECHANICAL ROOF PLAN
1 REFER TO POWER TO MECHANICAL SCHEDULE ONDRAWING E002 FOR ADDITIONAL INFORMATION.
2 EXISTING EQUIPMENT.
3 PROVIDE CONVENIENCE RECEPTACLE IF THERE ISN'TALREADY AN EXISTING ONE IN AREA.
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
SCALE:SCALE:SCALE:
SCALE:
NTS01 DETAIL OF LIGHT FIXTURE INSTALLATION (LAY-IN CEILING)
TO FIXTURE
FLEX CONDUITWHIPS-MAX. 6'-0"
4S J-BOX
SAFETY CABLESUPPORTED FROMSTRUCTURE(TYPICAL)
FIRE BOX BY GENERALCONTRACTOR (TO COVERFIXTURES) WHEREREQUIRED BY CODE
LAY-IN GRIDFIXTURE ASSCHEDULED
MAXIMUM OF FOUR FIXTURESAND FOUR 6'-0" FLEXCONDUITS WIRED TO EACHJ-BOX. SUSPEND ORATTACH TO STRUCTUREAS REQUIRED.
NTS
+
+++++
+++++
++ +
++++ +++++ +++++ +++++ +
+
03 COMMUNICATIONS DEVICE BOXES
18"FINISHED FLOOR
TYPICAL COMMUNICATIONSDEVICE OUTLET BACKBOX
TYPICAL COMMUNICATIONSHAND OPERATED DEVICEBACKBOX
TYPICAL COMMUNICATIONSHAND OPERATED DEVICEBACKBOX
FINISHEDCEILING LINE
12" MIN.
LONG SWEEPRADIUS BENDS
BUNDLED COMMUNICATIONSWIRE SUPPORTED FROMSTRUCTURE AS REQUIRED
44"
NTS04 TELEPHONE/DATA BAR DETAIL
SERIES COPPER C
ABLE LUG
THOMAS AND BETTS #31000
SEE GROUNDIN
G RISER D
IAGRAM
GROUND CONDUCTOR
WITH 3/8" H
OLES @ 3" O
.C.
1/4"x 1"x 4' COPPER B
AR
CONDUIT WITH G
ROUNDING
BUSHING EACH END
7200 VOLT IN
SULATORS
BOLT INTO W
ALL
STANDOFF STRAPS,
2" Wx 1/4" G
ALVANIZED STEEL
WITH 277V LIGHTS02
WIRING DETAIL FOR 120V
EXHAUST SERVING TWO TOILET ROOMS
CH
M
2-POLE WALLSWITCH INTOILET DIM(TYP.)
277V.LIGHTS
GROUND LEADS NOT SHOWNFOR CLARITY.
WOMEN
SQUARE D OR EQUAL FANRELAY TYPE C CLASS8501C06-V04/9991-UEIMOUNTED ABOVE CLG.
MANUAL MOTOR SWITCHWITH OVERLOAD HEATER
TOILET EXH. FANCOMMON TO BOTHTOILET ROOMS
120V. AT PNL.
N
MEN
277V.LIGHTS
120V. AT PNL.
N
NTS
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
NTS
9/1
/20
21 6
:41
:30
PME501
DE
TA
ILS
-E
LE
CT
RIC
AL
211359
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11
057
EV
EN
T D
R.
SA
LA
DO
, T
X.
09/01/
21
MT
RJ
No.
Revisions and Descr iptions
By
Date
06.14.18
09/01/2021
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
9/1
/20
21 8
:49
:18
PMP001
PL
UM
BIN
G S
CH
ED
UL
ES
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
Author
TG
No.
Revisions and Descr iptions
By
Date
TMV-1THERMOSTATIC MIXING
VALVEWATTSLFMMV
- - - 1/2" 1/2"THERMOSTATIC MIXING VALVE: WATTS LFMMV, WITHINTEGRAL FILTER WASHERS AND CHECK VALVES, 1/2" NPT INLET AND OUTLET. VALVE SHALLBE ASSE 1070 CERTIFIED.
W.C.O. WALL CLEAN-OUTJR SMITH4532S-U
- - - - - - -WALL CLEAN-OUT: JR SMITH 4532S-U, CAST IRON CLEANOUT TEE WITH COUNTERSUNK TAPER THREAD-BRONZE PLUG, STAINLESS STEEL ROUNDCOVER AND VANDAL PROOF SCREW.
G.C.O./D.C.O.
EXTERIORFLOOR CLEAN-OUT
JR SMITH4103S-F-C-U
- - - - - - -EXTERIOR FLOOR CLEAN-OUT: JR SMITH 4103S-F-C-U, CAST IRON CLEANOUT WITH ROUND ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP(HEAVY DUTY), TAPER THREAD WITH BRONZE PLUG, FLANGE WITH FLASHING CLAMP AND VANDAL PROOF TOP.
F.C.O.INTERIOR
FLOOR CLEAN-OUTJR SMITH
4023S-F-C-U- - - - - - -
INTERIOR FLOOR CLEAN-OUT: JR SMITH 4023S-F-C-U, CAST IRON CLEANOUT WITH ROUND ADJUSTABLE SCORIATED SECURED NICKEL BRONZE TOP,TAPER THREAD WITH BRONZE PLUG, FLANGE WITH FLASHING CLAMP AND VANDAL PROOF TOP.
FD-2FLOOR DRAIN
(MECHANICAL ROOMS)JR SMITH
2350-P050-U- 3" 3" 2" 1/2" - -
FLOOR DRAIN: JR SMITH 2350-P050-U, 8" ROUND CAST IRON FLOOR DRAIN WITH SEDIMENT BUCKET, BOTTOM OUTLET, REVERSIBLE FLASHINGCOLLAR, SEEPAGE OPENINGS AND ADJUSTABLE CAST IRON BAR-TYPE GRATE. PROVIDE VANDAL PROOF SCREWS AND 1/2" TRAP PRIMERCONNECTION. PROVIDE AUTOMATIC TRAP PRIMER AS SPECIFIED AND MAKE FINAL CONNECTION.
FD-1FLOOR DRAIN
(RESTROOMS/SHOWERS)JR SMITH
2005-P050-U- 3" 3" 2" 1/2" - -
FLOOR DRAIN: JR SMITH 2005-P050-U, CAST IRON FLOOR DRAIN WITH BOTTOM OUTLET, REVERSIBLE FLASHING COLLAR, SEEPAGE OPENINGS ANDADJUSTABLE NICKEL BRONZE STRAINER HEAD. PROVIDE VANDAL PROOF SCREWS AND 1/2" TRAP PRIMER CONNECTION. PROVIDE AUTOMATICTRAP PRIMER AS SPECIFIED AND MAKE FINAL CONNECTION. VERIFY ROUND OR SQUARE HEAD BASED UPON FLOOR COVERING.
MS-1 MOP SINKSTERN WILLIAMS
HL-1800STERN WILLIAMS
T-15-VB3" 3" 2" 3/4" 3/4" -
MOP SINK: STERN WILLIAMS HL-1800, 24"x24"x12" SERVICE BASIN COMPOSED OF PEARL GRAY MARBLE CHIPS AND WHITE PORTLAND CEMENTGROUND SMOOTH, GROUTED, AND SEALED. BASIN SHALL HAVE 6" DROP AT THRESHOLD AND STAINLESS STEEL CAP OF ONE PIECE 20 GA. 302STAINLESS STEEL CAST INTEGRAL ON THRESHOLD. PROVIDE FAUCET WITH VACUUM BREAKER, ADJUSTABLE TOP BRACE, 3/4" HOSE THREAD ONSPOUT WITH BUCKET HOOK, INLETS ON 8" CENTERS AND POLISHED CHROME FINISH. PROVIDE 36" HOSE AND WALL HOOK (T-35) AND 24" LONGSTAINLESS STEEL MOP HANGER WITH 3 RUBBER SPRING LOADED GRIPS (T-40).FAUCET: STERN WILLIAMS T-15-VB,
HB-1NON FREEZEHOSE BIBB
-WOODFORD
B65-WH- - - 3/4" - -
NON FREEZE HOSE BIBB: WOODFORD B65-WH, BOX MOUNTED, AUTOMATIC DRAINING, BACKFLOW PROTECTED, FREEZELESS WALL HYDRANT WITHMETAL WHEEL HANDLE AND "WATER" STAMPED ON THE DOOR. EXTERIOR FINISH SHALL BE SELECTED BY ARCHITECT.
S-1H
COUNTER MOUNTEDSINGLE COMPARTMENTSTAINLESS STEEL SINK
(ADA)
JUSTSL-ADA-2125-16-GR
JUSTJWF-200-W4 (faucet)
1-1/2" 2" 1-1/2" 1/2" 1/2" NO
SINK: JUST SL-ADA-2125-16-GR, SINGLE COMPARTMENT, 16 GAUGE, TYPE 304, 18-8 STAINLESS STEEL, SELF RIMMING SINK WITH FAUCET HOLES ON8" CENTERS (21"x25"x5.5"D). UNDERSIDE OF SINK IS FULLY UNDERCOATED WITH DRAIN PUNCH IN CENTER OF SINK.FAUCET: JUST JWF-200-W4, SHALL HAVE BRASS VALVE BODIES, POLISHED CHROME PLATED FINISH, HIGH RISE SPOUT WITH 10" CLEARANCE, WRISTBLADE HANDLES AND VANDAL RESISTANT AERATOR (1.5 GPM).STRAINER AND TAILPIECE: PROVIDE STAINLESS STEEL CUP STRAINER WITH REMOVABLE STAINLESS STEEL BASKET (J-35). SINK SHALL BE PUNCHEDFOR BUBBLER.P-TRAP: JT-125 CAST BRASS.STOPS AND RISERS:THERMOSTATIC MIXING VALVE:
TP TRAP PRIMERPRECISION PLUMBING
PRODUCTS, INC.MODEL # PT
- 1/2" X
TRAP PRIMER: PRECISION PLUMBING PRODUCTS, INC MODEL #PT, SHALL SUPPLY 2 OZ. POTABLE WATER AT 20PSIG AT A MIN. 10 SECONDS EVERY24 HOURS. ASSEMBLY SHALL BE A STEEL CABINET FLUSH WALL MOUNTED ABOVE FINISHED FLOOR. CABINET FIRE RATED 16" GAUGE DEPTH AT 6".3/4"NPT FEMALE- ANSI/ASME BI.20.1. OUTLET 1/2" COMPRESSION FITTING. MANIFOLD 3/4" TYPE "L" COPPER TUBING. ASTM B88. ELECTRICALCOMPONETS WITH CIRCUIT BREAKER, TEST SWITCH, TIMER, SOLENOID VALVE MARKED AS UL LISTED. ELECTRONIC ASSEMBY TESTED ANDCERIFIED PER UL #73. BACKFLOW PREVENTION ANTI-SIPHON ATMOSPHERIC VACUUM BREAKER WITH ACCESS DOOR FIRE RATED.
EWC-1HWALL MOUNTED
ELECTRIC WATER COOLERHALSEY TAYLORHACG8BLPV-WF
- 1-1/2" 2" 1-1/2" 1/2" - X
ELECTRIC WATER COOLER: HALSEY TAYLOR HAC8FS-QADA, SELF CONTAINED, WATER COOLER THAT SHALL DELIVER A MINIMUM OF 8.0 GPH OFWATER AT 50°F COOLED FROM 80°F INLET WATER AND 90°F AMBIENT. UNIT SHALL BE ACTIVATED FROM BOTH FRONT AND SIDE PUSH BARS USINGLESS THAN 5 POUNDS OF FORCE. BUBBLERS SHALL BE ONE-PICE, CHROME PLATED, TWO-STREAM WITH AN INTEGRALLY DESIGNED NON-SQUIRTFEATURE. TOPS SHALL BE CONSTRUCTED FROM 300 SERIES STAINLESS STEEL AND HAVE AN INTEGRAL DRAIN. CABINETS SHALL BE STAINLESSSTEEL. EVAPORATOR SHALL BE AN INSULATED, TUBE ON TANK. COOLING SYSTEM SHALL USE R-134a AND AN ADJUSTABLE THERMOSTAT WITH ANOFF POSITION. PROVIDE UNIT WITH CONCEALED SUPPORT CARRIER.
L-1HWALL HUNG LAVATORY
(ADA)KOHLER
K-2035-08
KOHLER TRITONK-7307-KE (Faucet)K-16012-5 (Handles)
1-1/2" 1-1/2" 1-1/4" 1/2" 1/2" -
LAVATORY: K-2035-08 22"X18" WALL HUNG, VITREOUS CHINA, GLAZED , AND OVERFLOW. ADA LEVER HANDLES AND 1.5 GPM AERATOR. INSTALL INACCORDANCE WITH ADA AND TAS.FAUCET: KOHLER K-7437-2ASTRAINER AND TAILPIECE: MCGUIRE 155 LAT WC OFFSET PLUG DRAIN.P-TRAP: MCGUIRE 8872 GRID DRAIN.STOPS AND RISERS:MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE TLT10. INSTALL IN ACCORDANCE WITH ADA AND TAS.
L-1COUNTERTOP
LAVATORYKOHLER
PENNINGTON K-2196-8
KOHLER TRITONK-7307-KE (Faucet)K-16012-5 (Handles)
1-1/4" 2" 1-1/2" 1/2" 1/2" -
LAVATORY: KOHLER PENNINGTON K-2196-8 SELF RIMMING, VITREOUS CHINA (20" x 17") WITH OVERFLOW.FAUCET: KOHLER K-7307-KE BRASS VALVE BODIES, POLISHED CHROME PLATED FINISH. QUARTER-TURN WASHERLESS CERAMIC DISC VALVES, 5"SPOUT, LEVER BLADE HANDLES AND VANDAL RESISTANT AERATOR (0.5 GPM).STRAINER AND TAILPIECE:P-TRAP: MCGUIRE 8872 GRID DRAIN.STOPS AND RISERS:MIXING VALVE: PROVIDE THERMOSTATIC MIXING VALVE TLT10. INSTALL IN ACCORDANCE WITH ADA AND TAS.
U-1H
WALL HUNGURINAL
W/ FLUSH VALVE(ADA)
KOHLERBARDON K-4904-ET
KOHLERK-76317-CP
INT 2" 2" 3/4" - -
URINAL: KOHLER BARDON K-4904-ET WALL HUNG, .125 GPF WASHOUT FLUSH, 3/4" TOP SPUD, 2" OUTLET SPUD, VITREOUS CHINA URINAL WITH WALLHANGERS.FLUSH VALVE: KOHLER K-76317-CP EXPOSED FLUSH VALVE AND CAST IRON, FLOOR MOUNTED CLOSET CARRIER WITH INTEGRAL ADJUSTABLECLOSET FITTINGS. INSTALL IN ACCORDANCE WITH ADA.
WC-1/1H
FLOOR MOUNTEDTANK TYPE
WATER CLOSET(ADA)
KOHLERK-3519 HIGHLINE
- INT 4" 2" 3/4" - -
WATER CLOSET: KOHLER K-3519 HIGHLINE FLOOR MOUNTED, TANK TYPE VITREOUS CHINA ELONGATED BOWL, SLOAN FLUSHMATE SYSTEM, 1.1 GPFWITH 2" GLAZED TRAPWAY AND POLISHED CHROME TRIP LEVER. PROVIDE WITH K-4731-GC ELONGATED OPEN FRONT SEAT WITH SLOW CLOSINGRING. INSTALL IN ACCORDANCE WITH ADA AND TAS.SEAT: CHURCH MODEL 1295CT, ELONGATED OPEN FRONT SEAT WITH SLOW CLOSING RING. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTIN...
TAG FIXTURE TYPE MANUFACTURER VALVE / FAUCET TRAP WASTE VENT CW HW ELEC DESCRIPTION, TRIM AND NOTES
PLUMBING FIXTURE SCHEDULE
T&P AND OVERFLOW DRAINS SHALL DISCHARGE AS SPECIFIED ON PLANS.
3. CONTRACTOR SHALL PROVIDE T&P RELIEF VALVE, DRAIN VALVE AND EMERGENCY OVERFLOW DRAIN PAN FOR WATER HEATER.
2. WATER HEATER SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.
1. PROVIDE STAINLESS STEEL BRAIDED FLEXIBLE CONNECTORS
NOTES:
WH-1 208V / 3PH 9 20 120 30 A.O. SMITH DSE 30-9 1-3
SERVICE KW GPH @ 60F RISE WATER TEMP CAPACITY (GAL)
MARK ELECTRICAL DATA RECOVERY RATE LEAVING STORAGEMANUFACTURER AND MODEL REMARKS
WATER HEATER SCHEDULE
2. PROVIDE 7-DAY PROGRAMMABLE TIMECLOCK FOR OWNER SET ON / OFF PERIODS.
1. PROVIDE WITH AQUASTAT SET AT 120F TO ENERGIZE/DENERGIZE PUMP
NOTES;
RP-1 RECIRC PUMP DOMESTIC HOT WATER 5.5 12 1/8 / 84 110/1 - GRUNDFOS UPS 15-55 SFC NOTES 1,2
FT HP / W V/PH RPM NUMBER
DESIG. TYPE SERVES GPM HEAD MOTOR DATA MFG MODEL NOTES
PUMP SCHEDULE
UP
DN
NOTES BY SYMBOL " ":
CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111
JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
2"ø V
2"ø
V2"ø
SS
2"ø
SS
2"ø SS
1
1
1
2
34
5
666
66
666
666
FD-1
2"ø SS
WC-1H
WC-1
L-1
U-1H
U-1H
U-1HMS-1
L-1
WC-1H
WC-1
WC-1
WC-1
WC-1
EWC-1H
S-1H
S-1H
WC-1HWC-1
U-1H
L-1
L-1
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 8
:49
:19
PMP201
SA
NIT
AR
Y / V
EN
T P
LA
N
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
Author
TG
3/16" = 1'-0"1
UNDERFLOOR SANITARY / VENT PLAN
1 PRIOR TO INSTALLING NEW SANITARY LINE, ROUTE 3" SS
TO EXISTING SS LINE IN THIS AREA. CONNECT NO
SMALLER THAN 3".
2 2" SS UP TO SERVICE SINK.
3 2" VENT UP TO SERVE SERVE MOP SINK.
4 3" SS UP TO SERVICE MOP SINK.
5 NEW 2" VENT LINE TO BE CONNECTED TO NEAREST 2"
MINIMUM VENT IN THIS AREA.
6 CONTRACTOR TO DEMO EXISTING PLUMBING FIXTURES
FOR DISPOSAL.
TRUE NORTH0 2' 4' 8' 16'
GRAPHIC SCALE
1/8"=1'-0"
GENERAL NOTES:
1 REFER TO MP0.0 FOR GENERAL PLUBMING NOTES,
ABBREVIATIONS, AND SYMBOLS. REFER TO
SPECIFICATIONS FOR ADDITIONAL PROJECT
REQUIREMENTS.
2 COORDINATE ALL PIPING AND FIXTURES WITH ALL
TRADES BEFORE WORK BEGIN.
3 ALL PLUMBING ELECTRICAL DEVICES REQUIRING
POWER SHALL BE COORDINATED BY THE CONTRACTOR.
4 ALL SANITARY PIPING 3" AND GREATER SHALL BE
SLOPED AT 1/8" PER FOOT WITH SANITARY PIPE 2-1/2"
AND SMALLER SLOPED AT 1/4" PER FOOT.
5 PATCH FLOORS, WALLS, CEILINGS, ETC. TO MATCH
EXISTING CONDITIONS WHERE CUTTING IS REQUIRED.
No.
Revisions and Descr iptions
By
Date
UP
DN
NOTES BY SYMBOL " ":
CLERKS
121
CONSTABLE
103
OPEN/FUTURE
VOTING
130
CONFERENCE
112
CONFERENCE
113
JUDGES
CHAMBER
120
COURTROOM
115
IT
122
LOBBY
102
BREAKROOM
126
RR
128
RISER
127
WAIT/SECURITY
108
WOMEN
110
MEN
106
MOP
107
ELEC
111
JURY/TRAINING
116
EVIDENCE
104
STORAGE
109
ADA RR
129
CORRIDOR
125
CONSTABLE
105
STORAGE
118
STORAGE
124
AV
117
COURT
114
FOYER
101
CLOSET
119
COORIDOR
123
3/4
"ø
3/4"ø HW
1
1111
1
11
1
2
11
1
WC-1H
WC-1
U-1H
U-1H
U-1H
L-1
MS-1
WC-1
WC-1
WC-1
WC-1
L-1
EWC-1H
S-1H
S-1H
L-1
U-1H WC-1
3
RP-1
WH-1TMV-1
3/4"ø CW
3
3/4"ø HW
3/4"ø HW
1"ø HW
1"ø HW
3/4"ø HW
3/4"ø HW
1"ø HW
1"ø HW
1"ø HW
R
R
WC-1H
L-1
WC-1H
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 8
:49
:22
PMP301
PR
ES
SU
RE
PIP
E P
LA
N
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
TG
TG
1 CONTRACTOR TO DEMO EXISTING PLUMBING
FIXTURES FOR DISPOSAL.
2 RELOCATED FIXTURE. CONTRACTOR TO RELOCATE
EXISTING HOT AND COLD WATER LINES.
3 CONNECT TO NEAREST COLD WATER LINE.
3/16" = 1'-0"1
PRESSURE PIPE PLAN
TRUE NORTH
GENERAL NOTES:
1 REFER TO MP0.0 FOR GENERAL PLUMBING NOTES,
ABBREVIATIONS, AND SYMBOLS.
2 COORDINATE ALL PIPING AND FIXTURES WITH ALL
OTHER TRADES BEFORE WORK IS TO BEGIN.
3 NO EXPOSED PIPING UNLESS APPROVED BY ARCHITECT.
4 ALL SANITARY PIPING TO BE AT A 1/8" SLOPE, UNLESS
NOTED OTHERWISE.
5 ALL PLUMBING ELECTRICAL DEVICES REQUIRING POWER
SHALL BE COORDINATED BY THE CONTRACTOR.
6 THERE SHALL BE NO PIPING ROUTED OVER
ELECTRICAL/IT ROOMS.
7 TRAP PRIMERS/TRAP GUARDS SHALL BE PROVIDED FOR
ALL FLOOR DRAINS AND FLOOR SINKS EXCEPT FOR
SHOWER DRAINS AND FLOOR SINK AT ICE MAKER.
0 3' 6' 12'
GRAPHIC SCALE
3/16" = 1'-0"
1.5'
No.
Revisions and Descr iptions
By
Date
SCALE:
SCALE:
SCALE:
SCALE:
SCALE:
D
WALL CLEANOUT DETAIL02 NTS
NTS
NTS
NTS
NTS
FLOOR
TEMP. AND PRESSURERELIEF VALVE
DRAIN VALVE
4" HOUSEKEEPING PAD
DRAIN PAN
DRAIN - INDIRECT DISCHARGETO EXISTING FLOOR DRAIN
STAINLESS STEEL
NOTE: CONNECT TO EXISTING WATER LINES
ADJUSTABLE
STRAINER
THREADED, CAULKED
OR NO-HUB
CONNECTION
WATERPROOF
MEMBRANE
CLAMP WATERPROOF
MEMBRANE INSIDE OF
DRAIN BODY
LOOSE
GRAVEL AT
WEEP HOLES
3mm TO
6mm GRAVEL
SIZEFLASHING
CLAMP WITH
WEEP HOLES
STRUCTURAL
SLAB
MOP HANGER
MOP
(BY OTHERS)
SINK
MOP
BRACKET
HOSE
30" HOSE
BREAKER
WITH VACUUM
SERVICE FAUCET
PROVIDE SILICONE SEALANT
AROUND TOP OF SINK AT
ALL WALLS
FIN. FLR.
18"
36"
48"
TEMPERED FIXTURES
T
HOT WATERSOURCE
BALANCINGVALVE
CHECKVALVE
CHECKVALVE
ISOLATION VALVE
TEMPEREDWATERRECIRCULATIONPUMP
AQUASTAT
TEMPEREDRETURN LINE
HEAT TRAP
COLD WATER SUPPLY
NOTE: THE MIXING VALVE SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.. MOUNT ON WALL NEXT TO
WATER HEATER.
TO PLUMBING FIXTURES
120° F
CHECKVALVE
DIGITALMIXING VALVE
DIELECTRIC UNION
DIELECTRIC UNION
DIELECTRIC UNION
MOP SINK DETAIL01
FLOOR DRAIN DETAIL03
04 MIXING VALVE PIPING DIAGRAM
WATER HEATER DETAIL05
ELEC./CIRCULATING
ACCESS COVER CLEANOUT FITTING
SECURING SCREW
FINISHED WALL
CLEANOUT PLUG
WH-1
HW
BALL VALVE
CHECK VALVE
CW
EXPANSION TANK EQUAL TO AMTROL
MODEL NO. ST-5
HWRRP-1
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
1/8" = 1'-0"
9/1
/20
21 8
:49
:23
PMP401
DE
TA
ILS
-P
LU
MB
ING
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
21
Author
TG
No.
Revisions and Descr iptions
By
Date
666
666
UP
DN
WH
WH
WH
LEGEND:REVISED FIRE PROTECTION
AREA - RELOCATE / REPLACE
SPRINKLER HEADS AS REQUIRED
EXISTING
FIRE
RISER
ROOM
REVISED FIRE PROTECTION
AREA - PROVIDE DRY PIPE SYSTEM
Scale:
Project No.
Date:
Drawn By:
Checked By:
Sheet No.
Project Title:
Drawing Title:
Copyright C 2021MRB Group
All Rights Reserved
of
8834 N
. C
apit
al o
f T
exas
Hw
y, S
uit
e 147, A
ust
in, T
X 7
8759
Ph
on
e: 5
12-4
36-8
571
303 W
. C
alh
oun
Ave.
Tem
ple
, T
X 7
6501
Ph
on
e: 2
54-7
71-2
054
ww
w.m
rbg
rou
p.c
om
MR
B G
rou
p,
P.C
.
As indicated
9/1
/20
21 8
:49
:18
PMFP201
FIR
E P
RO
TE
CT
ION
PL
AN
0229.20001
SA
LA
DO
AN
NE
X R
EN
OV
AT
ION
11057 E
VE
NT
DR
.
SA
LA
DO
, T
X.
09/01/
2021
NL
TG
TRUE NORTH3/16" = 1'-0"
01FIRE PROTECTION PLAN 0 3' 6' 12'
GRAPHIC SCALE
3/16" = 1'-0"
1.5'
GENERAL NOTES:
1 FIRE PROTECTION CONTRACTOR SHALL PROVIDE WET
PIPE SPRINKLER AND STAND PIPE SYSTEM FOR THE AREA
OF WORK IN ACCORDANCE WITH NFPA 13, NFPA 14 AND
SALADO FIRE REQUIREMENTS. FIRE SPRINKLER SYSTEM IS
TO BE PERMITTED BY COUNTY FIRE MARSHAL.
CONTRACTOR SHALL COORDIN
2 PROVIDE WET PIPE SPRINKLER PROTECTION WITH 0.10
GPM PER SQUARE FOOT DENSITY OVER MOST LIGHT 1500
SQUARE FOOT OR THE ENCLOSED AREA PER NFPA 13.
LIGHT HAZARD SPRINKLER SPACING, 165°F TEMPERATURE
RATING, FOR ALL AREAS EXCEPT MECHANICAL ROOM.
3 THE FIRE SPRINKLER PIPING SHOWN IS INTENDED TO
INDICATE THE LOCATION OF MAIN SUPPLY PIPING AND
STANDPIPIES, AS WELL AS THE AREAS INTENDED FOR FIRE
SPRINKLERS. THE INCLUDSION OF THIS AREA INTENDED
FOR FIRE SPRINKLERS. THE INCLUSION OF THIS
INFORMATION SHALL IN NO WAY DIMINISH THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A
FULLY DESIGNED, SIZED AND INSTALLED FIRE SPRINKLER
SYSTEM, AS REQUIRED BY THE PROJECT SPECIFICATIONS
AND THE LAWS OF THE STATE OF TEXAS.
4 FIRE SPRINKLER SHOP DRAWINGS SHALL BE
COORDINATED WITH ALL TRADES AND EXISTING
CONDITIONS PRIOR TO SUBMISSION TO FIRE MARSHALL.
5 THE OWNER AND FIRE DEPARTMENT SHALL BE NOTIFIED
48 HOURS PRIOR TO ANY CONNECTIONS TO THE EXISTING
FIRE SYSTEM.
6 FIRE PROTECTION DESIGN AND NOMENCLATURE SHALL
MATCH EXISTING SALADO FACILITY STANDARDS.
7 CONTRACTOR SHALL PROVIDE SPRINKLER COVERAGE
ABOVE CEILINGS IN AREAS OF COMBUSTIBLE
CONTSTRUCTION.
No.
Revisions and Descr iptions
By
Date
![SERVICE MANUAL - users.atw.huusers.atw.hu/bazsielektron/Hang Auto/kenwood_kac-8401_[ET].pdf · d101 d102 d31 q4 d6 d29 d8 d201 d202 d21 d32 q23 d26 d100 d34 d38 brch brch d22 q24](https://img.pdfslide.us/doc/110x75/5f0713ff7e708231d41b3173/service-manual-usersatw-autokenwoodkac-8401etpdf-d101-d102-d31-q4-d6.jpg)
