utpb wagner noel p.a.c. office facility · 2019-11-15 · rfp no. 742 17 083. l ... face of...
TRANSCRIPT
TEXAS
(512) 310�0750
(512) 828�0753
FAX:
PHONE:
TEXAS
(806) 799�0753
WWW.AGNEWASSOCIATES.COM
AUSTIN,
FAX:
MECHANICAL & ELECTRICAL CONSULTING ENGINEERSAGNEW ASSOCIATES, INC.
LUBBOCK,
(806) 799�2014
PHONE: & Associates, Inc.
CIVIL ENGINEERS ODESSA, TEXASPhone. # (432) 332�5058
Landgraf, Crutcher
Fax # (432) 332�8812
TRANSPORTATION ENVIRONMENTAL
UTPB WAGNER NOEL P.A.C.OFFICE FACILITY
1310 N FM 1788MIDLAND, TEXAS
RWA: 1602
SET NO.
RFP NO. 742�17�083
L
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ABVACACCES.ACOUSADADDLADJAFFAHJAL, ALUMANODAPAPPR(OX)ARCH
BDBLDGBLKGBMB.O.BODB.O.S.BOT, BOTTBRKTBTWN
CAB'TCBC.G.CICJCLCLG, CEILCLRCMUCNSK, C!SUNKCOCOLCONC.CONNCONSTRCPTCSCT
DDEFLDEMODEPTDFDIADIAGDIM, DIMSDNDRDSDTL, DETDWDWG
EEL, ELEVEJELEC(T)EPELEVEQEQPM, EQUIP(E)EXT, EXTER
FAFASFDFEFECFFFFLFHFINFLRFDN
ABBREVIATIONS
CL
F.O.FOCFOFFOMFOSF.P.F.R.FRT, FR!SFTFTGF.V., FV
GAGALVGYP BD, GB, GWBGFRG
HBHCHDWDHMHOR(IZ)HPLHVAC
IDININFOINSULINT, INTER
JANJT
LAMLAVLINLT
MACH.MAXMECHMANF, MFGMINMISCMPMRMSTMTLMULL
NNICNNO.NONTS
O/OCODOFCIOH, OPHOPPORD
P, PTDPJPLPLUMBPLYWDPNLPRPSIPSFPTPVC
RR, RADRBRCPRDREF, REFRREINFREQ, REQ'DREVRMRORWF
SSCSECTSEWSHRSHTSHTG (SHT'G)SIMSKYLTSMSSPECSSS, SSTSTSTCSTDSTLSTORSTRUC(T)SQSUSP CLGSYMSYS
T, TLTTRTEL, TELETELECOMT>.O.TOATOCTODTOFTOPTOITSTYP
UNOUONU/S
VCTVERTVESTVT
WW/WBWCWCPWCVWDWNDWFW/OWPWSCT
ANGLECENTER LINEDIAMETER or ROUNDLESS THANGREATER THAN
ABOVEAIR CONDITIONINGACCESSORY(IES)ACOUSTICALAREA DRAINADDITIONALADJUST(ABLE), ADJACENTABOVE FINISHED FLOORAUTHORITY HAVING JURISDICTIONALUMINUMANODIZEDANNUNCIATOR PANEL (FIRE ALARM)APPROXIMATEARCHITECTURAL
BOARDBUILDINGBLOCKINGBEAMBOTTOM OFBOTTOM OF DECKBOTTOM OF STEELBOTTOMBRACKETBETWEEN
CABINETCATCH BASINCORNER GUARDCAST IRONCONTROL JOINTCETNER LINECEILINGCLEARCONCRETE MASONRY UNITCOUNTERSUNK(SINK)CLEAN OUTCOLUMNCONCRETECONNECTIONCONSTRUCTIONCARPETCONCRETE!SEALEDCERAMIC TILE
DRYERDEFLECTIONDEMOLITIONDEPARTMENTDRINKING FOUNTAINDIAMETERDIAGONALDIMENSION(S)DOWNDOORDOWNSPOUTDETAILDISH WASHERDRAWING(S)
EASTELEVATIONEXPANSION JOINTELECTRIC(AL)EXPOSED PAINTEDELEVATOR, ELEVATIONEQUALEQUIPMENTEXISTINGEXTERIOR
FIRE ALARMFIRE ALARM / HORN / STROBEFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISHED FLOORFINISHED FLOOR LEVELFIRE HYDRANTFINISH(ED)FLOORFOUNDATION
FACE OFFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDFIRE PROOFINGFIRE RETARDANTFIRE TREATEDFOOT (FEET)FOOTINGFIELD VERIFY
GAGE, GAUGEGALVANIZEDGYPSUM BOARDGLASS FIBER REINFORCED GYPSUM
HOSE BIBHANDICAPHARDWOODHOLLOW METALHORIZONTALHIGH PRESURE LAMINATEHEATING, VENTILATING & AIR CONDITIONING
INSIDE DIAMETER, IDENTIFYINCH(ES)INFORMATIONINSULATIONINTERIOR
JANITORJOINT
LAMINATELAVATORYLINOLEUMLIGHT
MACHINEMAXIMUMMECHANICALMANUFACTURE(R)(ING)MINIMUMMISCELLANEOUSMETAL PANELMIRRORMOBILE STORAGE CASEWORKMETALMULLION
NORTHNOT IN CONTRACTNOT NORMALLY OCCUPIEDNUMBERNOT TO SCALE
OVERON CENTEROUTSIDE DIAMETEROWENR FURNISHED CONTRACTORINSTALLEDOPPOSITE HANDOPPOSITEDOVERFLOW ROOF DRAIN
PAINT(ED) or PAPER TOWEL DISPENSORPANEL JOINTPLATEPLUMBINGPLYWOODPANELPAIRPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOINT, PREASURE TREATEDPOLYVINYL CHLORIDE
RISERRADIUSRUBBER BASEREFLECTED CEILING PLANROOF DRAINREFRIGERATORREINFORCE(D)(ING)REQUIRE(D)(MENTS)REVISION(S) / REVISEDROOMROUGH OPENINGRESILIENT WOOD FLOORING
SOUTHSOLID CORESECTIONSHOWER EYEWASHSHOWERSHEETSHEATHINGSIMILARSKYLIGHTSELF!TAPPING METAL SCREWSPCIFICATIONSSTAINLESS STEELSTONESTAINED CONCRETE, SOUND TRANSMITION CLASSSTANDARDSTEELSTORAGESTRUCTURALSQUARESUSPENDED CEILINGSYMMETRICALSYSTEM
TOILETTREADTELEPHONETELECOMMUNICATIONSTONGUE AND GROOVETOP OFTOP OF ASPHALTTOP OF CONCRETE, TOP OF CURBTOP OF DECKTOP OF FLOORTOP OF PLATE OR PARAPETTOP OF INSULATIONTUBE STEELTYPICAL
UNLESS NOTED OTHERWISEUNLESS OTHERWISE NOTEDUNDERSIDE
VINYL COMPOSITION TILEVERTICALVESTIBULEVINYL TILE
WESTWITHWOOD BASEWATER CLOSET, WHEEL CHAIRWOOD CEILING PANELWALL COVERINGWOODWNDOWWOOD FLOORWITHOUTWOOD PANEL, WATERPROOFWAINSCOT
ARCHITECT
Rhotenberry Wellen Architects1102 W. Texas AveMidland, TX 79701432!682!1252 p432!682!1257 f
STRUCTURAL ENGINEER
Eakom Engineering andConsulting, LLC405 N. Marienfeld St, Suite 210Midland Texas, 79701432!789!1390 p
MEP ENGINEER
Agnew Associates, Inc.14205 Burnet Road, Suite 200Austin, Texas 78728!6527512!828!0753 p512!310!0750 f
CIVIL ENGINEER
Ladgraf, Crutcher & Associates, Inc.521 North TexasOdessa, Texas 79761!5131432!322!5058 p432!332!8812 f
PROJECT TEAM
ACCESSIBLE ADULT TOILET ROOM
FIRE PROTECTION DEVICES
ELECTRICAL DEVICES
TYPICAL MOUNTING HEIGHTS
TYPICAL MOUNTING HEIGHTS
TYPICAL MOUNTING HEIGHTS
MIN
2' 0"
MAX
1' 0"
MAX
6"
MIN
3' 6"12" MAX
MAX
3' 0"
19"
MIN
TOILETTISSUEDISP.
URINAL MIRROR
RE
FL
EC
TIV
ES
UR
FA
CE
ACCESSIBLEPAPER TOWEL
DISP.
MA
X
1'
5"
MIN
2'
3"
2'
10"
MA
X
3'
4"
MA
X
FR
ON
T A
PR
.
48"
MA
X
SID
E A
PR
.
54"
MA
X
4'
0"
MA
X.
5'
0"
MA
X.
4'
6"
MA
X.
6'
8"
MA
X.
4'
0"
1'
6"
7'
0"
4'
0"
1'
6"
MANUALFIRE
ALARM
FIREEXTINGUISHER
CABINET
FIREEXTINGUISHER
FIREALARM
W/ BELLS
SWITCH
DUPLEXOUTLET
EMERGENCY CALL LIGHT/OCCUPIED LIGHT
THERMOSTAT
PHONEDATA
OUTLET
MOUNTING HEIGHTS
TX
!191
FR
ON
TAG
E
TX!191
FRO
NTAG
E
EN
ER
GY
RD
N S
TA
TE
HW
Y 3
49
N S
TA
TE
HW
Y 3
49
TX
!191
FR
ON
TA
GE
TX
!191
FR
ON
TA
GE
191
191
SITE LOCATION
SECTION REFERENCE
ELEVATION REFERENCE
DETAIL / ENLARGED PLAN KEY
DIMENSION TO FACE / CENTER
ROOM NAME AND NUMBER
COLUMN GRID
NEW OR FINISH GRADE / EXISTING GRADE
KEYNOTE REFERENCE
PARTITION TYPE
PROPERTY LINE
REFERENCE POINT ELEVATION
REFERENCE SYMBOLS
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INDEX SHEET
INDEX
GHA
TJM
05/19/2016
1" = 1600'$0"
Location Map
SHEET INDEX
INDEX INDEX SHEET
COVER
ARCHITECTURAL
SD!2.0 OVERALL SITE PLAN
SD!2.1 SITE DETAILS
CIVIL
C!1.0 EXISTING CONDTIONS & DEMOLITION PLAN
C!2.0 MASTER PLAN
C!3.0 UTILITY PLAN
C!4.0 GRADING PLAN
ARCHITECTURAL
A!2.0 EXISTING BUILDING FLOOR PLAN
A!2.1 FLOOR PLANS & FINISH SCHEDULE
A!2.2 RCP, ROOF PLAN & DETAILS
A!3.0 DOOR AND WINDOW SCHEDULE & DETAILS
A!4.0 ELEVATIONS, SECTIONS & DETAILS
STRUCTURAL
S!1.0 GENERAL NOTES
S!1.1 GENERAL NOTES
S!2.0 FOUNDATION PLAN
S!3.0 ROOF FRAMING PLAN
SZ!1 STANDARD DETAILS
SZ!2 FRAMING DETAILS
MECHANICAL
M0.1 MECHANICAL LEGENDS
M0.2 MECHANICAL SCHEDULES AND DETAILS
M2.1 FLOOR PLANS ! MECHANICAL
PLUMBING
P0.1 PLUMBING DETAILS & SCHEDULES
P2.0 UNDERFLOOR PLAN ! PLUMBING
P2.1 FLOOR PLAN ! PLUMBING
ELECTRICAL
E0.1 ELECTRICAL LEGEND & SCHEDULES
E0.2 ELECTRICAL DETAILS
E0.3 ELECTRICAL RISER DIAGRAM
E2.1 FLOOR PLAN ! LIGHTING
E3.1 FLOOR PLAN ! POWER &COMMUNICATIONS
E4.1 FLOOR PLANS ! FIRE ALARM
8" WATER LINE
6" S
EW
ER
SE
RV
ICE
LIN
E
8" F
IRE
LIN
E
6" W
AT
ER
SE
RV
ICE
LIN
E
1
2
3
1
4 UTILITY EASEMENT6" SEWER SERVICE LINE
25' � 0"
8' � 0"
29' � 2
"
8' � 0
"
2' � 6"
WAGNER NOEL PERFORMING ARTS CENTER
NEW BUILDING. FF ELE 100'�0"
BARBWIR
E FENCE
100' � 6"
16' � 0
"
5
6
7
8
9
1011
3
8
11
12
13
4
14' � 3"
PB
PB
PB
PB
PB
PB
PB
PB
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OVERALL SITE PLAN
SD�2.0
ATM
TJM
8/11/16
1" = 20'�0"1
OVERALL SITE PLAN
1 NEW SIDEWALK
2 LAY DOWN @ WIDTH OF SIDE WALK
3 LOCATION OF NEW 4" UNDERGROUNDELECTRICAL SERVICE LINE
4 INSTALL LAY�DOWN CURB AT LOCATIONSINDICATED
5 NEW WATER METER LOCATION
6 NEW WATER LINE
7 NEW SEWER LINE
8 NEW 4" CONDUIT FROM EXISTINGBUILDING TO SERVE DATA AND SECURITY
9 NEW FIRE LINE LOCATION
10 PIV VALVE LOCATION
11 REMOVE EXISTING ROCK RIP RAP ASREQUIRED FOR INSTALLATION OF NEWBURIED UTILITIES. REPAIR GEOTEXTILEFABRIC AND REINSTALL RIP RAPFOLLOWING INSTALLATION OF UTILITIES.
12 PROVIDE LOCKING KNOX FDCCONNECTION CAPS AS REQUIRED BYCOM FIRE MARSHALL STAINLESS STEELFINISH.
13 LAY DOWN CURB� ONLY THE WIDTH OFTHE DOOR . STAND UP CURB ALL OVERLOCATIONS
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
REF. SITE DRAWINGS FOR SITE ELEV.
1/2" THICK JOINT� PREFORMEDASPHALT FIBER W/ JOINT SEALERAS SPECIFIED
#4 �2'�0" LONG DOWELS @ 24"O.C.� WRAP ONE END WITHBUILDING PAPER.
6X6 #10 W.W.M. (CENTERED)
REF. SITE DRAWINGS FOR SITE ELEV.
6X6 #10 W.W.M. (CENTERED)
REFER TO PLAN FOR WIDTH
8" 8"INCREASE TURNDOWNAS REQUIRED FORINCREASED GRADEDROP
SLOPE 2% MAX
8"
CONC. TURNDOWN@ CONC. WALKSTO BE 8" MIN,BELOW FINISHGRADE
8"
1/2" THICK JOINT�PREFORMED ASPHALT
FIBER W/ JOINT SEALER ASSPECIFIED
VARIESEJ
1/2"
CONCRETE SIDEWALK PERCOM DESIGN STANDARDS�REF. SITE PLAN FORLOCATIONS
SLOPE 2% MAX
TURNDOWN MAY VARY DEPENDING ON SLOPE OF GRADE
CONCRETECURB/GUTTER PERCITY OF MIDLAND.
ASPHALT PAVING ATNEW REPAIR EXISTINGASPHALT TOPING ASREQ'D @ EXISTINGINSTALLATIONS.
COMPACTED SUBGRADE
CRUSHED BASE
REF. SITEDRAWINGS FORSITE ELEVATIONS
3/4" DEEP TOOLED JOINT
6X6 #10/10 W.W.M. (CENTERED)
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SITE DETAILS
SD�2.1
ATM
TJM
8/11/16
1" = 1'�0"3
CONTROL JOINT DETAIL
1" = 1'�0"1
OUTSIDE CONCRETE WALK/FLATWORK SECTION 1" = 1'�0"
2SECTION @ PAVING IN R.O.W.
1" = 1'�0"4
EXPANSION JOINT
WAGNER NOEL PERFORMING ARTS CENTER
EXISTING MECHANICAL ROOM
EXISTING DATA ROOM
EXISTING ELECTRICAL ROOM
1
2
1
3
4
3
3
3
3
MAIN SWITCH BOARD'MHSWBD'
PB
PB
PB
PB
PB
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5
2
6
2
77
RE: ELECTRICAL DRAWINGSFOR CONTINUATION
GENERAL NOTES
A. PATHWAYS INDICATED FOR NEW POWERAND DATA CONDUIT OCCUR ABOVE LAY INCEILING LOCATIONS UNLESS NOTEDOTHERWISE. LOCATIONS INDICATED THATPENETRATE RATED CONSTRUCTION ARE TOBE FIRE CAULKED ALL OTHER LOCATIONSARE TO BE CAULKED WITH ACOUSTICALCAULKING.
B. PATCH ALL DAMAGED WALLCONSTRUCTION TO MATCH ADJACENTCONSTRUCTION ASSEMBLIES.
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EXISTING BUILDINGFLOOR PLAN
A�2.0
ATM
TJM
8/11/16
1" = 20'�0"1
EXISTING BUILDING ELECTRIC AND DATA ROUTING
1 (2) 281/2" DATA EMT CONDUIT W/ PULLSTRING TO EXTEND ALONG PATH SHOWNABOVE CEILING
2 NEW EMT 281/2" CONDUIT WITH 48250KCMIL& #4 GR AND 1 NEW 281/2" SPARE CONDUITWITH PULL STRING TO EXTEND ALONGPATH SHOWN ABOVE CEILING
3 PATCH PENETRATIONS THROUGH RATEDCONSTRUCTION WITH FIRE CAULKING ATTHIS LOCATION.
4 HATCHED AREA INDICATES EXISTING 2 HRGYP BD SEPARATION ABOVE EXITCORRIDOR. AT LOCATIONS WHERE NEWCONDIT CROSSES SEPARATION PATCH /REPAIR HOLES AND DAMAGED LOCATIONSTO MATCH EXISTING 2 HR. CONSTRUCTION.
5 (1) 281/2" DIRECT BURIED CONDUIT WITH48250KCMIL & #4 GR AND 1 NEW 281/2"SPARE CONDUIT WITH PULL STRING
6 (2) 281/2" DIRECT BURIAL DATA CONDUITWITH PULL STRINGS
7 INSTALL 'LB' FITTING AT EXTERIOR ANDINTERIOR SIDE OF EACH CONDUIT
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
2/A
54.0
1/A54.0
3/A54.0
4/A
54.0
BAND STORAGE
113
13' �
0"
6' �
1 1
/4"
7' �
7 1
/8"
5
A54.0
MECHANICAL
112
TOILET
111
OFFICE
106
OFFICE
107
OFFICE
108
STORAGE
114IDF
109
JANITOR
110
3140
' � 0
" (O
VE
RA
LL E
AS
T /
WE
ST
PA
NE
L D
IME
NS
ION
)
542
14' � 0" 25' � 0" 69' � 0"
A
A
A
A
A A A
106 107 108
110111112
109
113
CORRIDOR
101
114
19' � 10 1/8" 9' � 9" 9' � 9" 9' � 9" 30' � 0 3/8" 27' � 4 1/2"
38' �
5 1
/2"
8' � 4" 8' � 7 3/4" 1' � 1" 6' � 0"
3' � 9 5/8"
?
?
5' � 6 5/8"
6' �
0"
(R.O
.)4'
� 0
"6'
� 0
" (R
.O.)
4' �
0"
6' �
0"
(R.O
.)4'
� 0
"6'
� 0
" (R
.O.)
1' �
7 5
/8"
4' �
0"
6' � 0" (R.O.) 3' � 0" 6' � 0" (R.O.) 3' � 0" 6' � 0" (R.O.) 61' � 0"
12
°
2
A52.1
17' � 1 1/4"10Sim
A54.0
A
B
10
A54.0
39' �
6 3
/4"
(OU
TS
IDE
FA
CE
OF
ST
UD
TO
FA
CE
OF
ST
UD
)108' � 0" (OVERALL NORTH / SOUTH PANEL DIMENSION)
1' �
7 1
/2"
1 7/
8"29
' � 7
5/8
"6'
� 0
"1
7/8"
6Sim
A54.03
Sim
A53.0
18' � 9 7/8"
108' � 0"
11" 11"
1 7/
8"3"
107' � 6 3/4" (OUTSIDE FACE OF STUD TO FACE OF STUD)
100
1
2
1
3
3
1
100A
4.6
GENERAL NOTES
A. ANY DISCREPANCIES OR CONFLICTSWITHIN THE DRAWINGS SHALL BEBROUGHT TO THE ATTENTION OF THEARCHITECTS PRIOR TO CONSTRUCTION.
B. ALL DIMENSIONS ARE TO THE FACE OFMTL. STUD FRAMING OR COLUMN GRIDSUNLESS NOTED OTHERWISE
C. REFER TO SHEET A53.0 FOR DOOR ANDWINDOW SCHEDULE.
D. PROVIDE SOLID FIRE TREATED WOODBACKING AS REQ'D FOR WALL HUNGEQUIPMENT AND TOILET ACCESSORIES.
E. ALL INTERIOR & EXTERIOR WALLS ARE TORECEIVE R515 UNFACED BATT INSULATIONFULL HEIGHT TO UNDERSIDE OFDECKING.
F. PROVIDE LOCKING KNOX FDCCONNECTION CAPS AS REQUIRED BY COMFIRE MARSHALL STAINLESS STEEL FINISH.
G. KNOX BOX 3200 SERIES RECESSED MOUNTKEY BOX WITH ALUMINUM FINISH ASMANUFACTURED BY KNOX (800) 55255669MOUNT 5'50" AFF
H
C
B A FD
E
G
A
B
C
D
E
F
G
ACCESSORIES SCHEDULE
SOAP DISPENSER:BOBRICK 818615 SURFACE MOUNTED
FEMININE NAPKIN DISPOSAL:BOBRICK B5270STAINLESS STEEL 5 SURFACE MOUNT
PAPER TOWEL DISPENSER/TRASH RECEPTACLE:BOBRICK B5262 SUFACE MOUNTED PAPER TOWEL
36" GRAB BAR:BOBRICK B55806 SERIES
42" GRAB BAR:BOBRICK B55806 SERIES
TOILET TISSUE DISPENSER:BOBRICK B52888 SURFACE MOUNTED MULTI5ROLL
NOTE: ALL ACCESSORIES ARE TO BE MOUNTED TOCOMPLY WITH TEXAS ACCESSIBILITY STANDARDS.REFERENCE INDEX SHEET & SPECIFICATIONS FORADDITIONAL INFORMATION.
MIRROR UNIT:BOBRICK 24X36" STAINLESS STEELCHANNEL FRAME MIRROR
BAND STORAGE
113
MECHANICAL
112
TOILET
111
OFFICE
106
OFFICE
107
OFFICE
108
STORAGE
114
IDF
109
JANITOR
110
CORRIDOR
101
OFFICE
105
OFFICE
104
OFFICE
103
OFFICE
102
CORRIDOR
100
CP01
CP01
CP01
CP01 CP01 CP01 CP01
CP01PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
PT01
RB01
WP01
RB01
PT01
RB01
PT01
RB01
SC SC
SC
SC
PT01
RB01
SC
WP01
RB01
CT01
CB01
CT02
4.6
4.6
XXXX
FINISH SCHEDULEWALLS: INDICATED BY
XXXX
CT014 X 4 GLAZED CERAMIC TILE OVER 5/8" GREENBD TILE BACKER BD. INSTALL WITH 1/16" JOINTS.TILE COLOR AS SELECTED BY ARCHITECTSFROM DALTILE PRICE GROUP 3, GROUT COLORAS SELECTED BY ARCHITECT FROM CUSTOMBUILDING PRODUCTS FULL STANDARD COLORLINE OR APPROVED EQUAL. PROVIDE 12" X 12"MOCK UP FOR APPROVAL PRIOR TOINSTALLATION
PT015/8" GYP. BD, FLOAT, TEXTURE (ORANGE PEELTEXTURE) AND PAINT. COLOR AS SELECTED BYARCHITECT
WP01FRP PANEL TO EXTEND TO 7'50" AFF COLOR ASSELECTED FROM MANUFACTURERS FULLSTANDARD COLOR RANGE.
FLOORS: INDICATED BY
CP01MODULAR CARPET TILE. INCLUDE A $35/YARDMATERIALS ONLY ALLOWANCE(MANUFACTURERS PRICE) FOR CARPETWHERE INDICATED. ALL PROFIT, OVERHEAD,TRIM ACCESSORIES AND INSTALLATION COSTARE TO BE INCLUDED IN BASE BID.
SCSEALED CONCRETE. PROTECT THROUGHOUTCONSTRUCTION.
BASE: INDICATED BY XXXX
CB014" CERAMIC COVE BASE. INSTALL WITH 1/16"JOINTS. TILE COLOR AS SELECTED BYARCHITECTS FROM DALTILE PRICE GROUP 3,GROUT COLOR AS SELECTED BY ARCHITECTFROM CUSTOM BUILDING PRODUCTS FULLSTANDARD COLOR LINE OR APPROVED EQUAL.
RB014" VINYL COVE BASE BY ROPPE OR APPROVEDEQUAL. PROVIDE BASE IN ROLLED FORM WITHPRE5MANUFACTURED OUTSIDE CORNERPIECES. INSTALL BASE IN MAXIMUM LENGTHSPOSSIBLE ACCORDING TO MANUFACTURERSRECOMMENDATIONS
CEILINGS: INDICATED BY
C12 X 2 SUSPENDED ACOUSTICAL CEILING.PROVIDE ULTIMA FINE TEXTURED CEILINGTILE WITH BEVELED TEGULAR EDGE AND9/16" GRID AS MANUFACTURER BYARMSTRONG OR APPROVED EQUAL. INSTALLACCORDING TO MANUFACTURERSRECOMMENDATIONS
C25/8" SUSPENDED GYP BD. CEILING FLOAT,TEXTURE (ORANGE PEEL TEXTURE) ANDPAINT. COLOR AS SELECTED BY ARCHITECT
C53EXPOSED STRUCTURE.
XX
2/A
54.0
1/A54.0
3/A54.0
4/A
54.0
5
A54.0
31 542
BAND STORAGE
113
WH
MECHANICAL
112
TOILET
111
OFFICE
106
OFFICE
107
OFFICE
108
STORAGE
114
IDF
109
JANITOR
110
A
A
A
A
A A A
106 107 108
110111112
109
113
CORRIDOR
101
114
13' � 0 5/8"
9' �
6 3
/8"
9' �
6 7
/8"
9' �
8 3
/4"
9' �
7 5
/8"
3' � 9 5/8"
OFFICE
105
OFFICE
104
OFFICE
103
OFFICE
102
CORRIDOR
100
105
103
104
102
12
°
A
B5' � 0"
100
100A
4.6
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FLOOR PLANS &FINISH SCHEDULE
A�2.1
ATM
TJM
8/11/16
1/8" = 1'�0"1
FLOOR PLAN � BASE BID
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
1 OWNER INSTALLED CARD READER LOCATION.PROVIDE 2 GANG BOX W/ COVER PLATE.EXTEND 1" CONDUIT TO NEAREST ACCESSIBLECEILING.
2 UNDER BASE BID PROVIDE FINISHES FORCORRIDOR 100 TO MATCH CORRIDOR 101
3 PROVIDE 1" X 1"X 72" STAINLESS STEELCORNER GUARD AT THIS LOCATION.
1/4" = 1'�0"2
ENLARGED PLAN � TOILET 111
1/8" = 1'�0"4
FLOOR PLAN � FINISH PLAN 1/8" = 1'�0"
3FLOOR PLAN � ALT NO. 1
2/A
�4.0
1/A�4.0
3/A�4.0
4/A
�4.0
5
A�4.0
31 542
4
A�2.2
Sim
_____________________
5
A�2.2
Sim
_____________________
10Sim
A�4.0
6Sim
A�4.0
A
A
A
A
A
A
DD
C C C C
C C
C C
C
C
C
C
C
C
C
C
C
CC
C
A
B
C�3 C�3
C�3C�3
C�1
9' � 0"
C�1
9' � 0"
C�1
9' � 0"
C�19' � 0"
C�2
9' � 0"
8
A�2.2
Sim
_____________________
4
A�2.2
Sim
_____________________
19 19
4.6
21 21 2/A
�4.0
1/A�4.0
3/A�4.0
5
A�4.0
31 542
5
A�2.2
Sim
_____________________
4
A�2.2
Sim
_____________________
A
A
A
A
A
A
DD
AA
AA
AA
AA
AAA
A
A
C C C C
C C
C C
C
C
C
C
C
C
C
C
C
CC
C
A
B
C�3 C�3
C�3C�3
C�19' � 0"
C�19' � 0"
C�19' � 0"
C�19' � 0"
C�1
9' � 0"
C�19' � 0"
C�19' � 0"
C�19' � 0"
C�19' � 0"
C�2
9' � 0"
8
A�2.2
Sim
_____________________
4
A�2.2
Sim
_____________________
19 19
4.6
21 21
1
2
3
4
5
6
7
9
1
3
6
7
5
8
9
2
2/A
�4.0
1/A�4.0
3/A�4.0
4/A
�4.0
5
A�4.0
31 542
7
A�2.2
Sim
_____________________
7
A�2.2
Sim
_____________________
7
A�2.2
Sim
_____________________
8
A�2.2
Sim
_____________________
4' � 3"
A
B
0.5
PE
R 1
2"
4.6
9
3
5
2
10
6
4"
10 3/4"
2 3
/4"
9
3
1
6
2
7
10
11
12
13
14
15
16
12
1 1/2"
VA
RIE
S
1' � 0 1/4"
3/4
"
12
16
17
6"
11
18
15
13
6
14
9
1' �
0"
20
GENERAL NOTES
1. ABOVE ALL ACOUSTICAL TILED CEILING LOCATIONS PROVIDE R�13 UNFACED ACOUSTICAL BATT INSULATION.
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RCP, ROOF PLAN &DETAILS
A�2.2
ATM
TJM
8/11/16
1/8" = 1'�0"1
REFLECTED CEILING PLAN � BASE BID 1/8" = 1'�0"
2REFLECTED CEILING PLAN � ALTERNATE NO.1
3" = 1'�0"4
LIGHT COVE DETAIL
3" = 1'�0"5
SOFFIT DETAIL
1/8" = 1'�0"3
ROOF PLAN 3" = 1'�0"
6CORNER DETAIL ABOVE ROOF
3" = 1'�0"7
PARAPET DETAIL 3" = 1'�0"
8GUTTER DETAIL
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
1 2" RIGID INSULATION
2 20 GA. ZEE FURRING CHANNEL @ 16" O.C.
3 FLUID APPLIED WATER PROOFING
4 LIGHT FIXTURE
5 PRE FINISHED MTL CLOSURE TRIM
6 BERRIDGE SMOOTH FW�12 VERTICAL MTL. PANEL
7 3�5/8" MTL. STUD CONSTRUCTION W/ BATT INSULATION
8 PRE FINISHED MTL FLASHING
9 5/8" EXTERIOR GYPSUM SHEATHING
10 PRE FINISHED MTL. COPING
11 2X WOOD BLOCKING
12 3/4" PLYWOOD
13 1 1/2" MTL DECK
14 JOIST EXTENSION
15 ROOF INSULATION
16 2 LAYERS 30# ROOFING FELT
17 ROOF MTL PANEL
18 GUTTER
19 FIXTURE LOCATED AT OPEN CEILINGS ARE TO BE CHAINMOUNTED FROM STRUCTURE ABOVE MOUNT FIXTURE9'�0' A.F.F.
20 1 1/2" HAT CHANNEL @ 16" O.C.
21 AT STORE ROOM LOCATIONS WITH EXPOSED STRUCTUREPAINT ALL STRUCTURAL, MECHANICAL AND ELECTRICALITEMS AS DIRECTED BY ARCHITECT.
7' �
2"
3' � 4" 6' � 4"
7' �
2"
G 1G 1
7' �
2"
5' � 0"
G 1 G 17' �
2"
6' � 4"
DOOR SCHEDULE REMARKS
DOOR SCHEDULE LEGEND
GENERAL:
A. ALL HOLLOW METAL DOORS AND FRAMES TO RECEIVEPAINT FINISH.
FRAMES:
FR�1 HOLLOW METALFR�2 ALUMINUM STOREFRONTFR�3 SOLID WOOD
DOORS:
DR�1 SOLID CORE WOOD VENEER DOORDR�2 ALUMINUM STOREFRONTDR�3 HOLLOW METAL DOOR
GLASS SCHEDULE:
G�1: 1" INSULATED GLAZING UNIT:GUARDIAN SUNGUARD SUPER NEUTRAL 68 (#2) 1/4"GRAY FLOAT GLASS W/ LOW E COATING #2 FACE; 1/2"AIRSPACE; 1/4" CLEAR INTERIOR. PROVIDE CLEARANODIZED SPACER BAR.
REMARKS:
1. DOOR TO RECEIVE OWNER INSTALLED SECURITY CARDREADER. PROVIDE 2 GANG BACK BOX @ 48" AFF. WITHCOVER PLATE AND 1" CONDUCT EXTENDING TO NEARESTACCESSIBLE CEILING.
2. DOOR TO RECEIVE DOOR POSITION SENSOR PROVIDE 1"CONDUIT FROM DOOR FRAME HEAD TO NEAREST ADJACENTACCESSIBLE CEILING.
3. PROVIDE MANUFACTURERS STANDARD MID RAIL RIM SETEXIT DEVICE WITH ELECTRIFED LATCH RETRACTIONHARDWARE AT LOATIONS INDICATED TO RECEIVE CARDREADERS. PROVIDE POWER SUPPLY EQUAL TO SP�100XAND ELECTRIC POWER TRANSFER EQUAL TO VON DUPRINEPT�10. COORDINATE INSTALLATION OF ELECTRIFIEDHARDWARE WITH SECUIRTY INSTALLER.
4. PROVIDE MANUFACTURERS STANDARD MID RAIL EXITDEVICE WITH RIM PANIC DEVICE.
2
1
12
2
9
8
10
7
4 7/8"
11
14
1
2
3
4
5
6
7
8
4 7
/8"
13
1
2
14
12
5
6
7
8
13
3 3
/4"
2
9
8
10
7
11
12
14
6
10
5
7
13
8
11
15
4
1
2
8
11
4
14
2
6
10
5
7
1
3' �
0"
6' � 0"
G 1
2
3 5/8" 20 GA. METAL STUD @ 16"O.C.
5/8" GYPSUM BOARD
BATT INSULATION
EXTERIOR: METAL PANELS OVER STUD
FRAMING1 INTERIOR : 4 7/8" PARTITIONS
12" WIDE SMOOTH VERTICAL SEAMMTL. PANEL
20 GA. ZEE FURRING CHANNEL @16" O.C.
2" RIGID INSULATION
FLUID APPLIED WATERPROOFING
5/8" EXTERIOR SHEATHING
EX
TE
RIO
R
GRID
6" 20 GA. METAL STUD @ 16" O.C.
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DOOR AND WINDOWSCHEDULE & DETAILS
A�3.0
ATM
TJM
8/11/16
Door Schedule
MARK TYPE
NOMINAL DIMS
ELEVATION FRAME HARDWARE
DETAILS
REMARKSWIDTH HEIGHT THK HEAD JAMB SILL
100 DR�2 6' � 0" 7' � 0" D FR�2 1 1/A�2.3 2/A�2.3, 3/A�2.3 4�A�2.3 1, 3
100A DR�2 3' � 0" 7' � 0" C FR�2 2 1/A�2.3 5/A�2.3 4/A�2.3 2, 4
102 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3
103 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3
104 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3
105 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3
106 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3 �
107 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3 �
108 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 5 6/A�2.3 6/A�2.3 �
109 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 6 6/A�2.3 6/A�2.3 �
110 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 6 6/A�2.3 6/A�2.3 �
111 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 8 6/A�2.3 6/A�2.3 �
112 DR�1 3' � 0" 7' � 0" 1 3/4" A FR�1 7 6/A�2.3 6/A�2.3 �
113 DR�1 6' � 0" 7' � 0" 1 3/4" B FR�1 4 6/A�2.3 6/A�2.3 � 1
114 DR�3 6' � 0" 7' � 0" 1 3/4" B FR�1 3 8/A�2.3 7/A�2.3 � 1
HM WOODEN DOOR
A
DBL HM WOODEN DOOR
B
SF GLASS DOOR
C
DBL SF GLASS DOOR
D
3" = 1'�0"6
HM � JAMB/ HEADER SIM
3" = 1'�0"1
DOOR HEADER @ MTL PANEL
3" = 1'�0"5
SF JAMB @ MTL PANEL TYP. 3" = 1'�0"
7HM JAMB @ MTL PANEL
3" = 1'�0"8
HM HEADER @ MTL PANEL
3" = 1'�0"2
SF JAMB @ MTL PANEL 3" = 1'�0"
4SF SILL
1 5/8" GYPSUM BOARD FINISH
2 3�5/8" MTL. STUD CONSTRUCTION W/ BATT INSULATION
3 WRAP WATER BARRIER TO WINDOW MULLION
4 WINDOW MULLION
5 5/8" EXTERIOR GYPSUM SHEATHING
6 2" RIGID INSULATION
7 20 GA. ZEE FURRING CHANNEL @ 16" O.C.
8 BERRIDGE SMOOTH FW�12 VERTICAL MTL. PANEL
9 PRE FINISHED MTL FLASHING
10 FLUID APPLIED WATER PROOFING
11 BACKER ROD AND SEALANT
12 HOLLOW METAL FRAME
13 PRE FINISHED MTL CLOSURE TRIM
14 2"X2"X1/8" STEEL ANGLE
15 2X WOOD BLOCKING
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
3" = 1'�0"3
SF @ 12 DEGREE WALL
1" = 1'�0"
Wall Types
4
5
6
7
8
9
5
A
10
9
4
6
11
5
1 1/2"DIM POINT
1 1
/2"
DIM
PO
INT
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
11
A�4.0
1
2
3
113 109
8Sim
A�2.2
4Sim
A�2.2
7Sim
A�2.2
A B
8
A�4.0
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
STEEL STRUCTURE
7Sim
A�2.2
8Sim
A�4.0
15
14
16
7
5
4
6
9
8
10
17
18
19
FINISH FLOOR100' � 0"
A
1"
8
9
6
13
5
1 3/4" 4 1/2"
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
0.5
12
114
8
A�4.0
Sim
_____________________
7
A�2.2
Sim
_____________________
10
A�4.0
Sim
_____________________
10
A�4.0
Sim
_____________________
8Sim
A�2.2
AB
7
3
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
5
A�4.03 15 4 2
6
A�4.0
Sim
_____________________
10
A�4.0
Sim
_____________________
8
A�4.0
Sim
_____________________
5
A�2.2
Sim
_____________________
7
A�2.2
Sim
_____________________
3
A�3.0
Sim
_____________________ 2
A�3.0
Sim
_____________________
10
A�4.0
Sim
_____________________
2' � 11 7/8"
7
A�4.0
Sim
_____________________
10
A�4.0
Sim
_____________________
9
A�4.0
Sim
_____________________
7
4.6
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
5
A�4.0
2' � 11 7/8"
31 542
A A A
8
A�4.0
Sim
_____________________
7
A�2.2
Sim
_____________________
10
A�4.0
Sim
_____________________10
A�4.0
Sim
_____________________
6
A�2.2
Sim
_____________________ 6
A�2.2
Sim
_____________________
8
A�2.2
Sim
_____________________
7
1414
100A3
5
A�3.0
Sim
_____________________
1
A�3.0
Sim
_____________________
4.6
FINISH FLOOR100' � 0"
CEILING109' � 0"
T.O. PARAPET115' � 0"
AAA A
8
A�4.0
Sim
_____________________
7
A�2.2
Sim
_____________________
10
A�4.0
Sim
_____________________
10
A�4.0
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ELEVATIONS,SECTIONS & DETAILS
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1 METAL ROOF PANEL
2 PRE�FINISHED METAL GUTTER. MATCH CUSTOM PAINTAT WALL PANEL
3 CONDENSER UNIT
4 2" RIGID INSULATION
5 20 GA. ZEE FURRING CHANNEL @ 16" O.C.
6 FLUID APPLIED WATER PROOFING
7 BERRIDGE SMOOTH FW�12 VERTICAL MTL. PANEL
8 3�5/8" MTL. STUD CONSTRUCTION W/ BATTINSULATION
9 5/8" EXTERIOR GYPSUM SHEATHING
10 5/8" GYPSUM BOARD FINISH
11 PRE FINISHED MTL CLOSURE TRIM
12 2X WOOD BLOCKING
13 PRE FINISHED MTL FLASHING
14 ROOF MTL PANEL
15 ROOF INSULATION
16 PRE FINISHED MTL. COPING
17 STEEL STRUCTURE
18 CONCRETE SLAB WITH CONCRETE GRADE BEAM
19 CONCRETE FOOTING
THIS SHEET ONLY AS INDICATED BY #
KEYNOTES
3" = 1'�0"7
MTL WALL PANEL TYP. 3" = 1'�0"
10CORNER TYP.
1/4" = 1'�0"5
BUILDING SECTION TO EAST
1/2" = 1'�0"11
EXT. WALL� TYP 3" = 1'�0"
8FOUNDATION EDGE TYP.
1/8" = 1'�0"2
EAST ELEVATION
1/8" = 1'�0"1
NORTH ELEVATION
1/8" = 1'�0"3
SOUTH ELEVATION 1/8" = 1'�0"
4WEST ELEVATION
3" = 1'�0"9
12 DEGREE WALL TO STRAIGHT WALL
3" = 1'�0"6
STRAIGHT WALL TO 12 DEGREE WALL
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SHEET NO.
CHECKED BY
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DRAWINGTITLE
JOB NO.
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1310 N
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1788
Mid
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11659
GENERAL NOTES I
S-1.0
AA
CE
08/11/16
GENERAL
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDINGCODE, INCLUDING AMENDMENTS, EXCEPT WHERE APPLICABLE CODES OR THECONTRACT DOCUMENTS ARE MORE RESTRICTIVE.
2. THE SPECIFICATIONS AND REQUIREMENTS INDICATED ON THIS SHEET ARE INTENDEDAS A BASIC SUMMARY OF THE MATERIAL, CONSTRUCTION AND INSPECTION REQUIREMENTS FOR THE PROJECT. ADDITIONAL, ARE GIVEN IN THE PROJECT
SPECIFICATIONS. IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTSINDICATED ON THIS SHEET AND THOSE IN THE PROJECT SPECIFICATIONS, THE MORE
STRINGENT WILL GOVERN.
3. FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURB, OPENINGS AND DEPRESSIONSNOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, CIVIL,MECHANICAL DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATEREQUIREMENT FOR AND LOCATION OF ABOVE ITEMS WHETHER SHOWN ON THESTRUCTURAL DRAWINGS OR NOT.
4. EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, CONDUITS AND INSERTS SHALL BE IN PLACEBEFORE CONCRETE IS POURED. SEE ARCHITECTURAL, CIVIL, MECHANICAL DRAWINGS FORITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT SHOWN INTHE STRUCTURAL DRAWINGS.
5. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED &APPROVED BY THE ENGINEER OF RECORD PRIOR TO ERECTION/CONSTRUCTION.
6. STRUCTURAL DIMENSIONS AND OPENINGS CONTROLLED BY OR RELATED TOMECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTORPRIOR TO CONSTRUCTION. STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BYEXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TOCONSTRUCTION WORK.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS,INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES.CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE CONFLICTS BETWEEN THECONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION SHORING TO PROTECTAND SUPPORT FOUNDATION UNDER EXISTING STRUCTURES.
8. THE STRUCTURES ARE DESIGNED FOR STABILITY IN THE FINAL CONDITION ONLY. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY DURINGCONSTRUCTION.
9. THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
GENERAL STRUCTURAL NOTESAPPLY UNLESS NOTED ON STRUCTURAL DRAWINGSIN CASE OF CONFLICT BETWEEN GSN, DETAILS AND
PLANS, THE GREATER REQUIRMENTS GOVERN.
SOIL AND FOUNDATION
1. SOIL REPORT BY: KLEINFELDER, PROJECT NO. 90279.5-ODM08RP001, DATED MARCH 14, 2008.
2. REFER TO THE SOIL REPORT FOR ALL EARTHWORK, EXCAVATIONS, AND FOUNDATIONSREQUIREMENTS.
3. TO FACILITATE SCHEDULING, AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE GIVENPRIOR TO THE REQUIRED INSPECTIONS.
4. THE FOLLOWING NET ALLOWABLE BEARING PRESSURES WERE UTILIZED IN THE DESIGN OFTHE FOUNDATIONS.
SPREAD FOOTINGS ............................................ 8000 PSF
PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
REINFORCING STEEL
1. LATEST ACI CODE AND DETAILING MANUAL APPLY. ALL REINFORCING BARS DEFORMEDEXCEPT #2 BARS AND WIRE MESH.
2. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 EXCEPT AS FOLLOWS:
• #2 AND #3 BARS.................................................................GRADE 40• WIRE MESH.........................................................................A-185• WELDED ANCHORS...........................................................GRADE 40
CHEMICAL ANALYSIS• LIMITED PER AWS SPECIFICATIONS FOR WELD WITHOUT PREHEAT.• WELDED ANCHORS #5 AND LARGER................................ASTM A-706
3. CLEAR CONCRETE COVER TO REINFORCING ARE AS FOLLOWS:
4. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........3"
B. EXPOSED TO EARTH OR WEATHER:• #6 THROUGH #18..................................................................2"• #5 AND SMALLER..................................................................1 1/2"
5. MESH SPLICES: TYPICAL SPACING PLUS 2" (MINIMUM 8") MEASURED BETWEEN CROSSWIRES.
6. LAP SPLICES IN CONCRETE SHALL BE CLASS B TENSION LAPS PER TYPICAL DETAILS.SPLICE BOTTOM BAR OVER SUPPORTS AND TOP BAR AT MIDSPAN ONLY.
7. WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'SOPTION.
8. PROVIDE SHOP DRAWINGS AND FABRICATE AFTER THE ARCHITECTS REVIEW. ALL SPLICELOCATIONS ARE SUBJECT TO APPROVAL. PLACE REBAR PER CRSI STANDARDS..
STRUCTURAL STEEL
1. FOR ALL STRUCTURAL STEEL FABRICATION AND CONSTRUCTION LATEST AISCHANDBOOKS AND CODES SHALL APPLY. ALL STEEL FABRICATION IS REQUIRED TO BECOMPLETED BY AN APPROVED STEEL FABRICATOR RECOGNIZED BY THE BUILDINGDEPARTMENT.
2. ASTM A-36, EXCEPT AS FOLLOWS: WIDE FLANGE SECTIONS, ASTM A992 GRADE 50; PIPESECTIONS, ASTM A-53 GRADE B; TUBE SECTIONS, ASTM A-500 GRADE B.
3. ANCHOR BOLTS, ASTM F1554 GRADE 36 UNO; HIGH STRENGTH BOLTS, A-325-X OR A-325-SC PER SCHEDULES. MINIMUM EMBEDMENT OF ALL BOLTS IN GROUT OR CONCRETESHALL BE 8" INCLUDING BOLT HEAD OR 5" WITH A STD HOOK. WELDED ANCHORS ANDSHEAR CONNECTORS SHALL BE ICC APPROVED.
4. UNLESS OTHERWISE NOTED MINIMUM CONNECTION SHALL BE: (2) 3/4" DIAMETER BOLTSOR 3/16" FILLET WELD 4" LONG, USING 1/4" CONNECTION MATERIAL AND DETAILED TOMINIMIZE BENDING IN THE CONNECTION.PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
WELDING
1. ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES ANDRECOMMENDATIONS. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALIDCERTIFICATES AND HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR.WELDING RODS TO BE LOW HYDROGEN TYPE, E70 FOR STRUCTURAL STEEL AND E60FOR METAL DECK AND LIGHT GAGE STEEL STUDS.
2. ALL BUTT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE INSPECTED BYAN INDEPENDENT TESTING LABORATORY, TO CERTIFY CONNECTION AS MEETING OREXCEEDING STRENGTH OF MATERIALS SPLICED.
3. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO THE "STRUCTURALWELDING CODES-STEEL" AWS D1.1, CURRENT EDITION.
4. ALL WELDING OF LIGHT GAGE STEEL STUDS AND STEEL DECK SHALL CONFORM TO THE"STRUCTURAL WELDING CODES-SHEET STEEL" AWS D1.3, CURRENT EDITION.
5. WELDS INDICATED MAY BE MADE IN SHOP OR FIELD WITH APPROVAL.
METAL STUD FRAMING
1. ALL LIGHT GAUGE STEEL FRAMING SHALL MEET THE REQUIREMENTS OF THE LATESTEDITION. LIGHT GAUGE METAL FRAMING CALL-OUTS SHOWN ON PLANS SHALL MEET OREXCEED SECTIONS SPECIFIED BY THE METAL STUD MANUFACTURERS ASSOCIATION(REFERENCE ICC REPORT #4943P). OF THE AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBE
2. ALL 16 GAUGE AND HEAVIER STUDS CALLED OUT ON PLANS SHALL HAVE MINIMUM Fy=50KSI (ASTM A446 GRADE D OR ASTM A570). LIGHTER STUDS SHALL HAVE MINIMUM Fy=33KSI (ASTM A446 GRADE A). GALVANIZED COATINGS SHALL MEET THE REQUIREMENTS OFASTM A525.
3. BRIDGING SHALL BE COLD ROLLED CHANNEL, MINIMUM 1 1/2" DEEP WITH 9/16" FLANGEWIDTH PER TYPICAL DETAIL. SPACE BRIDGING AT 4'-0" MAXIMUM O.C. VERTICALLY.DOUBLE UP STUDS AT ALL JAMBS UNLESS MORE STUDS ARE REQUIRED BY THE DRAWINGS,SEE TYPICAL DETAILS. PROVIDE LINTELS AT OPENINGS. ANCHOR TRACK TO CONCRETEWITH 5/8"∅ SIMPSON STRONG-BOLTS (MIN. EMBED 5") AT 48" O.C. MAXIMUM, MINIMUM 2BOLTS AT ANY TRACK SECTION. ATTACH STUDS TO ALL TRACKS WITH (2) #10 SCREWSTYPICAL, U.N.O.
OPEN WEB STEEL JOIST
1. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH LATEST EDITION OF STEELJOIST INSTITUTE BY A MEMBER OF S.J.I. APPROVED FOR THE TYPE OF JOIST BEING USED.
2. CAMBER SHALL BE PROVIDED AS PER S.J.I. RECOMMENDATIONS.
3. WHERE JOISTS ARE CUSTOM DESIGNED TO MEET MINIMUM LOAD REQUIREMENTS ONDRAWINGS, THE CONTRACTOR SHALL SUBMIT FOR REVIEW, PRIOR TO FABRICATION,DESIGN CALCULATIONS BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATEOF TEXAS. SHOP DRAWINGS SHALL INDICATE MEMBER LAYOUT AND SIZES.
4. BRIDGING TYPE AND LOCATION SHALL BE HORIZONTAL OR DIAGONAL AS REQUIRED BYTHE JOIST DESIGNER AND SHALL BE PER S.J.I. SPECIFICATIONS. WHERE BRIDGINGINTERFERES WITH THE MECHANICAL OR OTHER INSTALLATIONS, REMOVE BRIDGINGAFTER DECK IS IN PLACE AND REPLACE AS DIRECTED BY JOIST DESIGNER.
5. JOISTS SHALL BE ERECTED SUCH THAT THEIR JOIST PLANE IS PERPENDICULAR TO THEPLANE OF THE ROOF.
6. IN PLAN VIEW, WHERE JOISTS ARE ORIENTED PERPENDICULAR TO ROOF SLOPE, JOISTMANUFACTURER SHALL ADDRESS THE OUT-OF-PLUMBNESS OF THE JOISTS (ADDBRIDGING, INCREASE CHORD SIZES IF NECESSARY, ETC. TO COMPENSATE FOR OUT-OF-PLUMBNESS). IN "PERPENDICULAR-TO-SLOPE" CONDITIONS BEARING PLATES, WELDPLATES, ETC. IN CMU OR CONCRETE SUPPORT WALLS SHALL BE SLOPED TO MATCH ROOFSLOPE (JOIST SHOES WILL NOT BE MANUFACTURED WITH TILT OR TAPER PERPENDICULARTO SHOE TO ACHEIVE SLOPE).
7. WHERE JOISTS ARE ORIENTED PARALLEL TO ROOF SLOPE JOIST MANUFACTURER SHALLPROVIDE SLOPED (TAPERED) JOIST SHOES TO BEAR ON A LEVEL BEARING SURFACE. IN"PARALLEL-TO-SLOPE" CONDITIONS JOISTS THAT BEAR AT A CONCRETE OR CMU WALLSHALL BEAR ON A LEVEL BEARING PLATE.
8. PER S.J.I. - ALL JOISTS SPANNING 40'-0" OR LONGER SHALL HAVE A ROW OF BOLTEDBRIDGING IN PLACE PRIOR TO SLACKENING OF HOISTING LINES.
9. DO NOT DRILL OR WELD TO JOIST MEMBERS WITHOUT PRIOR APPROVAL.
10. AT MISCELLANEOUS FRAMING CONNECTIONS, SEE DETAILS FOR ADDITIONAL WEB ANGLEREQUIREMENTS.
11. JOIST MANUFACTURER SHALL LIMIT THE TOTAL LOAD DEFLECTION TO L/240 AND LIVELOAD DEFLECTION TO L/360.
12. GENERAL CONTRACTOR TO COORDINATE WEIGHTS AND LOCATIONS OF FIRE SPRINKLERMAINS WITH JOIST SUPPLIER PRIOR TO JOIST FABRICATION / SHOPS / CALCS.
LOADING CRITERIA
1. DEAD LOADA. ROOF...............................................................20 PSF
2. LIVE LOADSA. ROOF...............................................................20 PSFB. 2nd FLOOR.......................................................60 PSFC. BALCONY ........................................................60 PSF
3. LATERAL LOADS
A. WIND LOADS• BASIC WIND SPEED: .......................................120 MPH• OCCUPANCY CATEGORY: ...............................III• IMPORTANCE FACTOR: ..................................1.15• EXPOSURE: .....................................................B• DESIGN WIND PRESSURE FOR MWFRS: .........22 PSF• DESIGN WIND FOR C&C: ................................27 PSF(NET UPLIFT ROOF CORNER)
.............................27 PSF(NET UPLIFT ROOF EDGE) ............................14 PSF (NET UPLIFT ROOF FIELD)
• WIDTH OF END ZONE/EDGE/CORNER .............6 FT
B. SEISMIC LOAD• IMPORTANCE FACTOR: ..................................1.25• SITE CLASS: ...................................................D• SPECTRAL RESPONSE COEFFICIENTS:..........Sds = 0.110, Sd1 = 0.034• SEISMIC DESIGN CATEGORY: ........................A• SEISMIC FORCE RESISTING SYSTEM: ............ORDINARY MOMENT FRAMING
• RESPONSE MODIFICATION FACTOR: .............3.25• ANALYSIS PROCEDURE: .................................EQUIVALENT LATERAL FORCE
4. SNOW LOAD:
• GROUND SNOW LOAD: ...................................10 PSF• IMPORTANCE FACTOR: ..................................1.10
CAST-IN-PLACE CONCRETE
1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF ACI 301 AND ACI318
2. PROVIDE CONCRETE (WITH TYPE I-II CEMENT) HAVING THE FOLLOWING GENERALCHARACTERISTICS:
3. CONCRETE DURABILITY:
ALL CONCRETE EXPOSED TO WEATHER OR SOIL SHALL CONFORM TO THE REQUIREMENTSOF CHAPTER 19 OF THE ACI318-14 FOR THE FOLLOWING EXPOSURE CLASSES.
A. VERTICAL CONCRETE EXPOSED TO WEATHER
-CATEGORY F (FREEZING AND THAWING) :.............FO-CATEGORY S (SULFATE EXPOSURE) :.......................SO-CATEGORY P (PERMEABILITY) :...............................PO-CATEGORY C (CORROSION) :...................................CO
B. HORIZONTAL CONCRETE EXPOSED TO WEATHER :
-CATEGORY F (FREEZING AND THAWING) :..............FO-CATEGORY S (SULFATE EXPOSURE) :.......................SO-CATEGORY P (PERMEABILITY) :...............................PO-CATEGORY C (CORROSION) :...................................CO
C. CONCRETE EXPOSED TO SOIL :
-CATEGORY F (FREEZING AND THAWING) :..............FO-CATEGORY S (SULFATE EXPOSURE) :.......................SO-CATEGORY P (PERMEABILITY) :...............................PO-CATEGORY C (CORROSION) :....................................CO
4. MINIMUM STRENGTH FOR REMOVAL OF FORMS AND SHORING SHALL BE 75% OF SPECIFIEDSTRENGTH AT 28 DAYS.
5. EXCEPT AS OTHERWISE REQUIRED, ALL EXPOSED CONCRETE CORNERS AND EDGES SHALLHAVE 3/4" CHAMFERS.
6. NO ADMIXTURES SHALL BE USED WITHOUT APPROVAL. NO AIR ENTRAINMENT SHALL BEALLOWED IN FLAT SLABS. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED.CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM.
7. FLY ASH (POZZOLAN) IF PERMITTED SHALL NOT EXCEED 15% REPLACEMENT OF TOTALCEMENT CONTENT USING A 1:1 REPLACEMENT FACTOR
8. NO FIBER REINFORCING IS TO BE SUBSTITUTED WITHOUT AUTHORIZATION FROM THE ENGINEER.
9. CONCRETE SLAB IS TO BE EXPOSED. CURING METHODS USED BY THE CONCRETE SHALL NOT CAUSE DISLOCATION OF THE CONCRETE.
CLASS28-DAY
STRENGTH(PSI)
SLUMPRANGE
(IN)
AGGREGATESIZE (IN)
W/CRATIO
USAGE
A
B
C
D
E
4,000
3,000
4,500
4,000
4,000
3'-5"
3'-5"
3'-5"
3'-5"
3'-5"
3/4"
3/4"
3/8"
0.45 MAX
0.50 MAX
0.50 MAX
0.45 MAX
0.45 MAX
ALL FOOTING & INTERIOR SLAB ONGRADE.
DRILLED PIERS
EXTERIOR SLAB ON GRADE
SLAB ON METAL DECK
SLAB ON METAL PAN STAIRS
1'-1/2"
3/4"
NOTE: THE READY MIX-CONCRETE SHOULD ARRIVE AT THE TARGET SLUMP AND THE CONTRACTORSHOULD NOT BE ALLOWED TO ADD WATER TO THE MIXTURE.
F 3,000 1'-4" 3/4" 0.54 MAX
ELECT, ENCASEMENT, PIPEENCASEMENT, MISC. NON SCHEDULESCONCRETE WORK.
STRUCTURAL SHEET INDEX
SHEET NO SHEET NAME
S-0.0 COVER SHEET
S-1.0 GENERAL NOTES I
S-1.1 GENERAL NOTES II
S-2.0 FOUNDATION PLAN
S-3.0 ROOF FRAMING PLAN
S-3.1 BRACE FRAMING SECTIONS & DETAILS
SZ-1 FOUNDATION DETAILS
SZ-2 FRAMING DETAILS I
SZ-3 FRAMING DETAILS II
08/11/2016
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432
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.1257
fax
432
.682
.1252
1102 W
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venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
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chool of
Mu
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\DR
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S\1
165
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8/1
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016 1
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8/1
1/2
016 1
:52:3
1 P
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UT
PB
Wagner
Noël P
.A.C
- O
ffic
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acili
ty
11659
GENERAL NOTES II
S-1.1
AA
CE
08/11/16
GENERAL STRUCTURAL NOTESAPPLY UNLESS NOTED ON STRUCTURAL DRAWINGSIN CASE OF CONFLICT BETWEEN GSN, DETAILS AND
PLANS, THE GREATER REQUIRMENTS GOVERN.
1-1/2" TYPE "B" METAL ROOF DECK
1. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY. DECK SHALL BEPAINTED OR GALVANIZED.
2. DECK UNITS SHALL BE CONTINUOUS OVER THREE SPANS, WHERE POSSIBLE. USE NEXTHEAVIER GAGE FOR SIMPLE OR TWO SPAN CONTINUOUS CONDITIONS. YIELD STRESS SHALLBE 33,000 PSI MINIMUM.
3. PROVIDE SPREADER BAR AT TOP OF DECK WHEN SUSPENDING CEILING FROM DECK.HOWEVER, DO NOT SUSPEND PLASTERED CEILING FROM DECK. PROVIDE ALL NECESSARYDETAILS SUCH AS RIDGE OR VALLEY SPLICE PLATES.
4. ERECT IN ACCORDANCE WITH THE CURRENT ICC RESEARCH RECOMMENDATIONS TO MEETTHE LOAD AND SHEAR REQUIREMENTS STATED BELOW. EXCEPT THAT IN NO CASE SHALLCONNECTIONS TO STEEL MEMBERS BE LESS THAN SHOWN BELOW.
5. WELDING ELECTRODES SHALL BE LOW HYDROGEN TYPE E70 OR E60. PUDDLE WELD DECK TOSUPPORTING STRUCTURAL STEEL, USING MINIMUM 5/8" DIAMETER FUSION AREA PER TABLEBELOW.
6. OPENING EDGES SHALL RECEIVE SAME WELDING/ATTACHMENT AS REQUIRED FORTRANSVERSE SUPPORTS.
7. HILTI DECK FASTENERS OR EQUAL WITH EQUIVALENT STRENGTH TO PUDDLE WELDS MAY BEUSED IF SUBMITTED FOR APPROVAL PRIOR TO USE.
8. SHOP DRAWINGS SHALL SHOW THE ERECTION PROCEDURE AND DETAILS. THE ICC REPORT,INCLUDING VERTICAL LOAD AND DIAPHRAGM SHEAR CAPACITY SHALL BE FURNISHED, ANDSHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
DECKING TYPESUPPORT FASTENERS
TYPE PATTERN
SIDELAP FASTENERS
TYPE
1.5B - 22 5/8" DIA PUDDLEWELDS
36/4 #10 TEK SCREWS 4 PER SPAN
36" DECK WIDTH
SEE TABLE ABOVE FOR SUPPORTFASTENER DESIGNATIONS
36/7
36/5
36/4
36/3
LEGENDSPECIAL INSPECTIONS
1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OFTHE IBC 2015 (INTERNATIONAL BUILDING CODE 2015) BY A SPECIAL INSPECTOR HIRED BYTHE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIALINSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE CITY'SBUILDING OFFICIAL TO PERFORM SPECIAL INSPECTIONS FOR WHICH THEY WILL BEUNDERTAKING. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURALTESTING AND INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ARCHITECT.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FORCORRECTION, THEN IF LEFT UNCORRECTED TO THE STRUCTURAL ENGINEER, ARCHITECTAND BUILDING DEPARTMENT.
2. WHEN INDICATED WITH A "X", THE FOLLOWING SHALL BE INSPECTED.
REQUIRED REMARKSITEM
GRADING, EXCAVATIONS, FILL, FOOTING
CONCRETE - BATCH PLANT INSPECTION
CONCRETE - CONCRETE PLACEMENT
CONCRETE - REBAR PLACEMENT
CONCRETE - REBAR WELDING
CONCRETE - POST - TENSIONS STEEL PLACEMENT
CONCRETE - EPOXY
LIGHT GAGE STUD FRAMING; SHOP AND FIELD WELDING
STRUCTURAL STEEL, FIELD WELDING - PARTIAL OR FULL
STRUCTURAL STEEL, SHOP WELDING - FILLET WELDSPENETRATION WELDS
NOTES:
BY GEOLOGICAL ENGINEER
CONTINUOUS
CONTINUOUS
PERIODIC
PERIODIC
CONTINUOUS
PERIODIC
CONTINUOUS
INSPECT FINAL PLACEMENT
INSPECT FINAL PLACEMENT
X
X
X
X
X
X
X
X
X
X
STRUCTURAL ABBREVIATIONS
AB ANCHOR BOLTADJ ADJACENTAFF ABOVE FINISH FLOORALUM ALUMINUMAPPROX APPROXIMATELYARCH ARCHITECT(URAL)BLDG BUILDINGBRG BEARINGBOT BOTTOMBTWN BETWEENC/C CENTER TO CENTERCJ CONSTR/CONTROL JOINT
CENTERLINECLR CLEARCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDIA/Ø DIAMETERDIAG DIAGONALDN DOWNDWG DRAWINGDWL DOWELEA EACHEF EACH FACEEL ELEVATIONELEC ELECTRIC(AL)EXP JT EXPANSION JOINTEQ EQUALEQUIP EQUIPMENTEW EACH WAYEXIST EXISTINGEJ EXPANSION JOINTEXT EXTERIORFD FLOOR DRAINFND FOUNDATIONFF FINISH FLOORFFE FINISH FLOOR ELEV.FT FEETFTG FOOTINGGA GAUGEGALV GALVANIZEDGB GRADE BEAMHORIZ HORIZONTALHP HIGH POINTHS HEADED STUDSHSS HOLLOW STRUC. SEC.ID INSIDE DIAMETERIN INCHINT INTERIORJT JOINTLLH LONG LEG HORIZ.LLV LONG LEG VERTICALLONG LONGITUDINAL
LP LOW POINTMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMNOM NOMINALNTS NOT TO SCALEOD OUTSIDE DIAMETEROF OUTSIDE FACEOPPO OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPL PLATEPNL PANELR RADIUSRAD RADIUSRE REFER TOREF REFERENCEREINF REINFORCINGREQ'D REQUIREDSCHED SCHEDULESEC SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSJ SAWCUT JOINTSPA SPACE(S)SPEC(S) SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTIFF STIFFENERSTIR STIRRUPSTL STEELSTRUCT STRUCTURALSYM SYMMETRICALT TREAD/THICKNESST&B TOP AND BOTTOMTC TOP OF CURBTOB TOP OF BEAMTOJ TOP OF JOISTTOS TOP OF STEELTOW TOP OF WALLTRANS TRANSVERSETS TUBE STEELTYP TYPICALVERT VERTICALW WIDTHW/ WITHWD WOODW/O WITHOUTWP WORKING POINTWS WATER STOPWWF WELDED WIRE FABRIC
08/11/2016
1 2 3.5 4 5
A.0
B
6
A
C
4.6
1' - 3 3/8"
12' - 5 7/8" 26' - 2 3/4" 32' - 0" 22' - 7 1/4" 12' - 4 3/4"
1' - 3 3/8"
108' - 3 1/2"
7 3
/8"
39
' - 0
3/4
"
7 3
/8"
40
' - 3
1/2
"
C.J.
C.J.
C.J.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
5" CONCRETE SLAB ONFREE DRAINING GRANULAR FILLAND 15 MIL VAPOR BARRIERREINF. w/ #3 @ 18" O.C.T/SLAB = 100'-0"
13
SZ-1
13
SZ-1
13
SZ-1
13
SZ-1
13
SZ-1
13
SZ-1
13
SZ-1
4
SZ-1
TYP.
4
SZ-1
TYP.
4
SZ-1
TYP.
14
SZ-1
14
SZ-1
15
SZ-1
15
SZ-1
15
SZ-1
15
SZ-1
15
SZ-1
OUTSIDE OF GB
OUTSIDE OF GB
OU
TS
IDE
OF
GB
BF-1
BF-1
BF-2
BF-2
OPPO
OPPO
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.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
sic
Sto
rage
\DR
AW
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S\1
165
9_U
TP
B S
chool of M
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Sto
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TR
UC
T.r
vt
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.A.C
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11659
FOUNDATION PLAN
S-2.0
AA
CE
08/11/16
FOOTING (F) SCHEDULEMARK SIZE DEPTH REINFORCEMENT
F3.0 3-0" SQ. PER DTL (4) #5 E.W. TOP AND BOTTOM
COLUMN (C) SCHEDULEMARK TYPE BASE PLATE
C1 HSS5X5X3/8 PER DETAIL
GRADE BEAM (GB) SCHEDULETYPE WIDTH DEPTH REINFORCEMENT
GB-1 1' - 0" PERDETAIL
(2) #5 T&B #3 STIRRUPS @ 24" O.C.
3/16" = 1'-0"1FOUNDATION PLAN
FOUNDATION NOTES
1. CONTRACTOR SHALL VERIFY ANY DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS.
2. FOR FOOTING EXCAVATION AND SOIL PREPARATION REQUIREMENTS SEE G.S.N.
3. LOCATE FLOOR SINKS, FLOOR DRAINS AND DEPRESSED SLABS PER ARCH'L ANDPLUMBING DRAWINGS. LOCATE RECESSED ELECTRICAL PER ELCTRICAL DRAWINGS.
4. FOR OPENING SIZES IN EXTERIOR WALLS SEE ARCH'L DRAWINGS.
5. FOR SIDEWALK LOCATIONS, SEE ARCH'L DRAWINGS.
6. CONC. C.J. AS SHOWN ON PLAN INDICATES LOCATION OF EITHER FORMEDOR SAWCUT (CONTRACTOR'S OPTION) CONTROL JOINT IN SLAB ON GRADE.SEE G.S.N. AND DETAIL 4/SZ-1 .
7. INDICATES 600S162-33 @16" O.C. @ 16" O.C..
8. FOR TYPICAL PIPE PASSING BELOW FOOTING SEE DETAIL 2/SZ-1.
9. F3.0, F4.0,... AS SHOWN ON PLANS INDICATES PAD & SPOT FOOTING. SEE FOOTING SCHEDULE THIS SHEET.
10. C1, C2,... AS SHOWN ON PLAN INDICATE STEEL COLUMN, SEE COLUMNSCHEDULE THIS SHEET.
11. CONCRETE TO BE EXPOSED. CURING METHOD USED BY THE CONTRACTOR SHALL NOT CAUSE DISCOLORATION OF CONCRETE.
12. FIBER REINFORCING IS NOT TO BE SUBSTITUTED OR USED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT.
13. BF - 1, 2 ETC REFERS TO BRACED FRAME. SEE S3.1 FOR ELEVATIONS, DETAILS AND SIZES.
08/11/2016
1 2 3.5 4 5
A.0
B
6
A
C
4.6
1' - 3 3/8"
12' - 5 7/8" 26' - 2 3/4" 32' - 0" 22' - 7 1/4" 12' - 4 3/4"
1' - 3 3/8"
7 3
/8"
39
' - 0
3/4
"
7 3
/8"
W/ (2) ROWS HORIZONTAL BRIDGING
26 K (270/150)
5 EQ. SPANS 4 EQ. SPANS 2 EQ. SPANS
W18X35 W18X35
W18X35 W18X35 W18X35
W18X35
W1
2X
40
W1
2X
40
W12X26 W12X26
W12X26 W12X26
W1
2X
40
W1
2X
40
W1
2X
40
T.O.S = 113'-5"
T.O.S = 111'-9"
T.O.S = 113'-5"T.O.S = 113'-5" T.O.S = 113'-5" T.O.S = 113'-5"
T.O.S = 111'-9"T.O.S = 111'-9" T.O.S = 111'-9" T.O.S = 111'-9"
5 EQ. SPANS4 EQ. SPANS2 EQ. SPANS
10
SZ-2
11
SZ-2
11
SZ-2
10
SZ-210
SZ-2
6
SZ-2
6
SZ-2
6
SZ-2
1.5B-22 METAL ROOF DECKATTACH PER G.S.N
SL
OP
E
4' -
0"
EXTENDED JOIST BEARINGENDS 3 1/2" DEEP (TYPE R)
HSS3 1/2X3 1/2X3/16AT COLUMN LOCATIONS
HSS3 1/2X3 1/2X3/16AT COLUMNN LOCATIONS
HSS3 1/2X3 1/2X3/16AT COLUMN LOCATIONS
HSS3 1/2X3 1/2X3/16AT COLUMN LOCATIONS12
SZ-2
1
SZ-3
9
SZ-2
9
SZ-2
BF-1BF-1
BF-2
BF-2
OPPO
OPPO
1
SZ-3
9
SZ-2
3
SZ-3
1. VERIFY ANY DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS.
2. STRUCTURAL STEEL FRAMING FABRICATION AND ERECTION SHALL CONFORM TO OSHAREQUIREMENTS, PROVIDE ERECTION BOLTS, HOLES FOR GUYING CABLES, ETC. AS REQUIRED.
3. FRAME AROUND OPENING AND MECHANICAL UNITS PER DETAILS 3&4/SZ-2. MECHANICALUNITS ARE SHOWN SCHEMATICALLY (DUCK PENETRATIONS, UNIT SIZE, ORIENTATION, ... ETC.).SPECIFIC UNITS SHALL BE PURCHASED, BASED ON MECHANICAL SPECIFICATION,
SUBSEQUENT TO SUBMITTAL CONSTRUCTION DOCUMENTS. VERIFICATION THAT SPECIFIC MECHANICAL UNIT SIZE, WEIGHT AND LOCATION CONFORMS TO THE SCHEMATIC INFORMATION SHOWN IS THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATION OF MECHANICAL UNIT SIZE, WEIGHT AND LOCATION WITH ALL TRADE IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING MECH'L UNIT SIZE, WEIGHT, LOCATION AND DUCT PENETRATION PRIOR TO SUBMITTAL OF STEEL JOIST.
4. ALL ROOF OPENINGS MAY NOT BE SHOWN ON THE FRAMING PLAN. FOR EXACT SIZE, NUMBER AND
LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICALDRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS.
5. WITH USE OF SPREADER BAR, ACOUSTICAL DROP-IN CEILING MAY BE SUSPENDED FROM METALROOF DECK. OTHER CEILING, SOFFIT, UTILITIES, EQUIPMENTS.. ECT SHALL BE SUSPENDED FROMROOF MEMBERS AND NOT FROM METAL DECK.
6. S.L. INDICATES STEEL LINTEL SEE SCHEDULE ON 5/SZ-2
7. T.O.S. - INDICATES TOP OF STEEL BEAM ELEVATION, FOR OVERALL ROOF SLOPE AND DRAINAGESCHEME, SEE ARCH'L ROOF PLAN. INTERPOLATE BETWEEN ELEVATIONS GIVEN TO ACHIEVESLOPE PER ARCH'L ROOF PLAN.
8. STEEL JOIST SHALL BE CONNECTED TO THEIR SUPPORTS WITH ERECTION BOLTS (WELD ARE NOT ALLOWED) IF EITHER OF THE FOLLOWING OCCUR:
A. THE JOIST BEAR AT A STEEL COLUMN.B. THE JOIST SPAN IS 40 FEET OR MORE.
9. INDICATES STEEL STUD WALL 600S162-33 @ 16"O.C..
10. INDICATES MOMENT CONNECTION, REF: DETAIL 9/SZ-2.
11. JOIST BEARING ENDS TO BE 3 1/2" TYP U.N.O.
12. BF - 1, 2 ETC REFERS TO BRACED FRAME. SEE S3.1 FOR ELEVATIONS, SIZES AND DETAILS.
TH
ESE D
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432
.682
.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
sic
Sto
rage
\DR
AW
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S\1
165
9_U
TP
B S
chool of M
usic
Sto
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TR
UC
T.r
vt
8/1
1/2
016 1
:52:3
3 P
M
8/1
1/2
016 1
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3 P
M
UT
PB
Wagner
Noël P
.A.C
- O
ffic
e F
acili
ty
11659
ROOF FRAMING PLAN
S-3.0
AA
CE
08/11/16
COLUMN (C) SCHEDULEMARK TYPE BASE PLATE
C1 HSS5X5X3/8 PER DETAIL
3/16" = 1'-0"1ROOF FRAIMING PLAN
FRAMING NOTES
08/11/2016
BASE PLATE
2" EQ EQ 2"
BA
SE
PL
AT
E
2"
2"
EQ
EQ
AT HSS 4x4BASE PLATE 3/4"x10"x0'-10" W/(4) 3/4"Ø ANCHOR BOLTSAT HSS 5x5BASE PLATE 3/4"x12"x1'-0" W/(4) 3/4"Ø ANCHOR BOLTSAT HSS 6x6BASE PLATE 3/4"x14"x1'-2" W/(4) 3/4"Ø ANCHOR BOLTS
2"x2" MIN. PLATE WASHER
TACK WELD NUT TO PLATEWASHER (TYP.)
STANDARD NUT (TYP.)
"D"
EM
BE
DM
EN
T
1 1/2" NON-SHRINKGROUT
ANCHOR BOLTSF1554, GR 36
NOTE: "D" = 14"
• DO NOT WELD NUT TO ANCHORROD.
• MINIMUM PLATE WASHERTHICKNESS EQUALS ONE HALFBOLT DIAMETER.
• PROVIDE STEEL TEMPLATE ASREQUIRED.
1/4
BP200 BF500
STEEL COLUMN,REF: PLAN
FINISH GRADE ORCONC. SLAB, SLOPEAWAY FROM BLDG.
CONC. CLOSUREREF: 5/SZ-1
ARCH'L FINISH
SLAB REINF. -REF: PLANPLAN
REF: FOOTING SCHEDULE
8"
2' -
6"
1' -
10
"
ARCH'L FINISH
LINE OF GRADEBEAM BEYOND
CENTER OF COL. & FTG.
HSS STEEL BRACE, SLOTTED ATGUSSET PLATE. GUSSET PLATESHALL BE 1/2" THICK AND KNIFEDTHRU HSS STEEL BRACE. PROVIDE5/8"Ø ERECTION BOLT AS SHOWN.
BASE PLATE 1"THICK W/ (6) 3/4"ØANCHOR BOLTS,F1554 GRADE 36.
1' -
2"
1/4
AT BASEPLATE AND
COLUMN
1/4 6
2"
8"
2"
1' -
0"
2" 8" 8" 2"
1' - 8"
WORKPOINT
BF513
HSS BRACE.
3"
6" MIN
.
1/4" CAP PLATE
5/8"Ø ERECTION BOLT
1/2" GUSSET PLATE,KNIFE THRU HSSBRACE AT CENTERLINE
1/4
1/4 6
STEEL COLUMN,REF: PLAN
9
SZ-2
WORK POINT
FINISH FLOOR100' - 0"
T.O.S. S. SIDE111' - 9"
1 2.5
HSS3X3X1/4
S-3.1
3Sim
S-3.1
2
W12X26
C1C1
FINISH FLOOR100' - 0"
T.O.S. N. SIDE113' - 6"
1 2.5
C1C1
HSS3X
3X1/4
S-3.1
3Sim
S-3.1
2
W12X26
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432
.682
.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
sic
Sto
rage
\DR
AW
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S\1
165
9_U
TP
B S
chool of M
usic
Sto
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TR
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T.r
vt
8/1
1/2
016 1
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3 P
M
8/1
1/2
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3 P
M
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Wagner
Noël P
.A.C
- O
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acili
ty
11659
BRACE FRAMINGSECTIONS & DETAILS
S-3.1
AA
CE
08/11/16
1" = 1'-0"1TYPICAL COLUMN BASE PLATE
1/2" = 1'-0"2STEEL COL. AT BRACE FRAME
1 1/2" = 1'-0"3DIAGONAL BRACE AT STEEL COLUMN
1/4" = 1'-0"4BF - 1
1/4" = 1'-0"5BF - 2
4.6 54.6 5
08/11/2016
BARSIZE
LAP SPLICE LENGTHS (IN.)
LENGTHS (IN.)
3000 PSI 4000 PSI
TOP BARS³ OTHER BARS TOP BARS³ OTHER BARS
#3
#4
#5
#6
#7
28
37
46
56
81
21
28
36
43
62
24
32
40
48
70
18
25
31
37
54
NOTES:1. TABULATED VALUES ARE BASED ON GRADE 60 UNCOATED REINFORCING BARS, NORMAL WEIGHT CONCRETE AND MIN. COVER OF d WITH MIN. CLEAR SPACING OF 2d .
2. TENSION LAP SPLICES ARE CALCULATED PER ACI 318 SECTIONS 12.2 AND 12.15
3. ALL LAP SPLICES ARE CLASS B SPLICES PER ACI 318 SECTION 12.15
F300
bb
NOTES:
1. CONCRETE FILL TO BE PLACED BEFORE FOOTING IS POURED AND POUR FULL WIDTH OF PIPE TRENCH.
2. FOR PIPE BURIAL DEPTH OF 3'-1" OR MORE, CONTRACTOR SHALL BACK FILL AND RECOMPACT TRENCH AS REQUIRED.
PIPE
PROVIDESLEEVE AROUNDPIPE
F301
MIN
.
6"
3'-
0" M
AX
8"
MIN
F302
NOTES:
1. PLACE ALL CONCRETE AGAINST UNDISTURBED SOIL. IF SOIL IS DISTURBED DIRING CONCRETE PLACING, REPLACE DISTURBED SOIL WITH CONCRETE.
REBAR CAN BE LAP SPLICED ATCONTRACTOR'S OPTION.
SLOPE AS REQ'D FOR STABILITY.
1 1/2" COMPRESSIBLE MATERIALAROUND PIPPE WHEREAPPLICABLE.
4'-0
" M
AX
4'-
0"
MA
X A
TC
ON
C.W
AL
LS
&2
'-0
" M
AX
AT
CM
U W
AL
LS
F303
3/4"Ø x3'-0"SHEAR BARSAT 18" C/C.
CONTRACTION JOINT SAWED CONTRACTIONJOINT AT SLAB ON GRADE
SAW CUTJOINTS. FILL W/SEALANT
1. SHEAR BARS SHALL BE SMOOTH, FREE RUST OR SCALE W/ POLYETHYLENE SLEEVE ON ONE SIDE. SLEEVE MUST HAVE 1/2" LONG GAP AT END OF DOWEL TO ASSURE SLIPPAGE IN BOTH DIRECTIONS. DOWLES SHALL BE AT MID-HEIGHT OF SLAB.
2. SAWCUT SLAB AFTER CONCRETE IS HARD ENOUGH TO AVOID SPALLING AND DAMAGE BUT IN A TIMELY MANNER SO AS TO PREVENT RANDOM CRACKING BUT NOT LATER THAN 12 HOURS AFTER CONCRETE PLACEMENT.
TYP4" 1/4" MAX
T
T/4
(2
" M
AX
)
F304
CONST. JOINT INFLOOR SLAB, TYP.
STEEL COLUMN ANDBASE PLATE, SEE PLANS.
OUTSIDE EDGE OFCONCRETE DIMOND
(2) #4 BENT BARS
DOWELS PER DETAIL 8/SZ-1, MINIMUM OF 2EACH SIDE.
TYP1 3/4
"
4" MIN
IMU
M4'-0" M
AX
2'-0" MIN
F305
CONTINUE TOPAND BOTTOMREINFORCMENTAT CONSTR. JOINT
ADD'L DOWEL.USE (2) #5 x 5'-0" TOP&BOT
PROVIDE (1) ADD'LBEAM STIRRUP EACHSIDE OF CONSTR.JOINT & EACH END OFADD'L DOWEL
3" 3"
EQ EQ
3"3"3"
F306
CORNER BARS TOMATCH TOP, BOT.AND FACE BARS
CORNER BARS TOMATCH TOP, BOT,AND FACE BARS
NOTES:
1. STIRRUP NOT SHOWN FOR CLARITY.
2. PROPERLY VIBRATE CONCRETE INTHE CORNERS DURING PLACEMENT.
AT "T" INTERSECTION AT CORNER
0" 0"
0"
0"
0"0"
0"
3'-0"
3'-
0"
F307
EDGE OFCONCRETE SLAB-ON-GRADE
(2)-#4x3'-0" - 2"FROM TOP OFCONCRETE
PLAN
4"
F308
ASPHALTPAVEMENT ORFINISH GRADE
EXTEND MAINSLAB ANDREINF.
(2) #4 CONT.
1' -
0"
PER SCHED.
RE
F:
PL
AN
F310
SLAB ON GRADE -REF: PLAN
DRAPECONTINUOUSREINFORING
#4 DWL AT 18" C/C
(1) #4 CONT.SLAB ON GRADEREF: PLAN
1
1
1' - 0"
0" T
O 3
"3
" T
O 8
"
F311
OPENINGTHRU GRADEBEAM
ADD'L BARS TOMATCH BOT. BARSOF GRADE BEAM
(1) ADD'LSTIR. ATOPENING
GRADE BEAMREINF.
TYP.
3' - 0" MIN.
TYP. STIR. 3"3" 3"3" TYP. STIR.
S318
SCHED
REF
RE
F: P
LA
N
GRADE BEAMPER SCHEDULE
SLAB REINF.REF: PLAN
DWL 2'-0"x2'-0"SPA. TO MATCHSLAB REINF.
PLAN
ARCH'L FINISH
STEEL STUD WALL &CONT. 18 GUAGE TRACKWITH 0.145" POWERDRIVEN PINS AT 12" C/C
ARCH'L FINISH
FINISH GRADE ORCONC. SLAB, SLOPEAWAY FROM BLDG.
2' -
6"
8"
1"
1 3/4"
S313
WALL BEYOND.
FINISH GRADEOR CONC. SLAB,SLOPE AWAYFROM BLDG.
ARCH'L FINISH
SLAB REINF.REF: PLAN
DOWEL 2'-0"x2'-0"SPACING TO MATCHSLAB REINF
GRADE BEAM:REINFORCED PER SCHEDULE
PLAN
RE
F: P
LA
N
8"
2' -
6"
PER SCHEDULE
S310
STEEL COLUMN,REF: PLAN
FINISH GRADE ORCONC. SLAB, SLOPEAWAY FROM BLDG.
CONC. CLOSUREREF: 5/SZ-1
ARCH'L FINISH
SLAB REINF. -REF: PLANPLAN
1' -
0"
REF: FOOTING SCHEDULE
ARCH'L FINISH
CENTER OF COL. & FTG.
2' - 6"
FT
G S
CH
ED
RE
F8
"
2' -
6"
1"
1 3/4"
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ESE D
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432
.682
.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
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Sto
rage
\DR
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S\1
165
9_U
TP
B S
chool of M
usic
Sto
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TR
UC
T.r
vt
8/1
1/2
016 1
:52:3
4 P
M
8/1
1/2
016 1
:52:3
4 P
M
UT
PB
Wagner
Noël P
.A.C
- O
ffic
e F
acili
ty
11659
FOUNDATION DETAILS
SZ-1
AA
CE
08/11/16
1/2" = 1'-0"1LAP SPICE FOR CONCRETE
1/2" = 1'-0"2PIPE PASSING BELOW FOOTING
1/2" = 1'-0"3TYPICAL STEP IN CONC. FOOTING
1/2" = 1'-0"4TYPICAL CONTRACTION JOINTS
1/2" = 1'-0"5ISOLATION DIAMOND DETAIL
1/2" = 1'-0"6GRADE BEAM CONSTR. JOINT
1/2" = 1'-0"7TYPICAL GRADE BEAM REINFORCEMENT AT CORNERS
1/2" = 1'-0"8RE-ENTRANT CORNER REINF.
1/2" = 1'-0"11THICKENED SLAB EDGE
1/2" = 1'-0"10TYPICAL DROP IN SLAB ON GRADE
1/2" = 1'-0"9OPENING THRU GRADE BEAM CONFLICTS WITH REINF.
1/2" = 1'-0"13TYPICAL TURNDOWN AT STUD WALL
1/2" = 1'-0"14TURNDOWN AT DOOR OPENING
1/2" = 1'-0"15STEEL COLUMN AT BUILDING EDGE
08/11/2016
S400
JAMB, SEE SCHEDULE.
HEADER, SEE SCHEDULECOPE FLANGES AS SHOWN.
CONT. 16 GAUGE(600T200-54)TRACKS
STEEL HEADER,SEE SCHEDULE.
SECTION
WIDTH OFOPENING
JAMB STUDSHEADER SIZE
0-0" - 4'-0"
4'-1" - 8'-0"
8'-1" - 10'-0"
10'-1" - 14'-0"
(2) 600S162-54
(2) 600S162-68
(2) 600S162-54
(2) 600S162-54
(2) 600S162-68
(2) 600S162-68 (2) 600S162-68
(2) 600S162-68
6" STUD SCHEDULE
1/8 1-16
1
1/83 SIDES TYP.
1/8 1-16
1/8 2-12
1
S403
FOR SIZE, TYPE & NUMBER OFBOLTS, SEE BOLT SCHEDULE.
SHEAR PLATE,SEE NOTE 1
BEAM EACH SIDE
3/8" STIFFENER PLATEON OPPOSITE SIDE OFONE SIDEDCONNECTION PERDETAIL X/XXX
BEAM ONE SIDE
NOTES:1. THE TYPICAL STEEL BEAM TO
STEEL COLUMN OR STEEL BEAMCONNECTION CONSISTS OF 3/8"SINGLE SHEAR PLATES WITH 3/4"ØA325- N BOLTS. USE 5/8" SHEARPLATE WHERE "D"=27" ORGREATER.
2. ALL BOLTS SHALL BE INSTALLEDUSING STANDARD ROUND HOLESPER THE LATEST AISCSPECIFICATIONS.
3. MAINTAIN MINIMUM BOLT SPACINGAND EDGE DISTANCES PER AISCSPECIFICATIONS J3.3 AND J3.4.
NOMINAL BEAMDEPTH "D"
UP TO 7"
7" TO 10"
12" TO 14"
16"
18"
21"
24" TO 27"
30"
33"
BOLT SCHEDULE
2
2
3
4
5
6
7
8
9
1036"
NUMBER OF 3/4"ØASIM A325-N
4"
1 1/2"
"D
"
"D
"
"D"
3/163/8" PLATE
3/163/8" PLATE
S466
ANGLE L 1-1/2"x1/2"x3/16 W/#14 SCREWS TO EACHFLUTE. EXTEND ANGLESFOR 2 FLUTES EACH SIDEOF OPENING. PLACEANGLES BENEATH DECK.
WELD ANGLES TO DECK INLIEU OF SCREW ATCONTRACTOR'S OPTION.SEE G.S.N. FOR WELDING.
1. REINFORCING ANGLES NOT REQUIRED AT OPENINGS LESS THAN5" OR WHEN 1DECK FLUTE IS CUT.
2. USE UP TO 10" WIDE WHEN NO MOE THAN 2 DECK FLUTES HAVEBEEN CUT. DECK SHALL BE CONT. OVER MINIMUM 1ADJACENTSPAN.
1'-4" MIN. 10" MAX. 1'-4" MIN.
1 LFUTE.
S434
STEEL BEAM,REF: PLAN
1/2" CAP PLATE.
STEEL COLUMN,REF: PLAN
SHEAR PLATE &BOLTS PER 1/SZ-2
ANGLE L4x4x1/4 x 6"
TOP. &BOTT.
FLANGES
M
S443
TYP. CLIP ANGLEPER DETAIL 2/SZ-3
CONTINUOUS ANGLE 4x4x1/4
STEEL BEAM AND JOIST
3/16
7"
MAX.1/2"
20 GAUGE CONT. TRACK
1/2"
METAL ROOF DECKATTACH PER G.S.N.
S419
3
2
7
1
6
5
84
NOTE:ALL WINDOWS WITHCANTILEVERED STUD WALLBELOW SHALL HAVE LOWERLINTEL PER KEYNOTE 3.
1. STEEL STUD JAMB, SEE TYP.JAMB SCHEDULE.
2. STEEL STUD HEADER, SEETYP. HEADER SCHEDULE.
3. (2) 6"x16 GAUGE STUDSWITH CONT. 16 GAUGETRACK BELOW. STITCHWELD TOGETHER ASSHOWN.
4. ANGLE, 2x2x1/4x0'-4" ABOVEAND BELOW LOWER LINTELAT JAMBS.
5. WINDOW, SEE ARCH'L.6. FOR TYP. HEADER TO JAMB
CONNECTION SEE TYPICALHEADER AND JAMB DETAIL.
7. STEEL STUD WALL, SEEPLANS.
8. CONT. TRACK WITH 1/2"SIMPSON STRONGBOLTANCHORS AT 32" O.C. PERG.S.N. MATCH TRACKGAUGE TO WALL STUDGAUGE.
1/8
3/16 1-32TYP.
3/16 1-16TYP.
3
S467
1. UES THIS DETAIL FOR OPENINGS WHERE MORE THAN TWO DECK FLUTES ARE CUTAT THE ROOF AND TWO AT THE FLOOR.
2. ALL OPENINGS AND THIER FRAMING PER ABOVE ARE NOT NECESSARLY SHOWNON PLANS. SEE MECH'L OR ARCH'L DRAWINGS FOR SIZE AND LOCATION OFOPENINGS.
SECTION1
1
SUPPORT STEEL, SEE PLAN.
WELD METAL DECK TO ANGLEFRAMING SROUND OPENING W/PUDDLE WELDS AT 6" C/C.
CHANNEL C6x8.2
ANGLE 4x4x1/4 FRAMELEG CAN BE UPWARD ORDOWNWARD.
CHANNELC6x8.2.3/16
S411
WELD DECK PER G.S.N.
DECK CONT. OVER STEEL FRAMING.
WELD PER G.S.N.THRU BOTH DECKLAYERS.
DECK SPLICE AT BEAM.DECK SPLICE AT
1
2 3
MIN.
3"
MIN.
3"
JOIST.
S416
SEE NOTESBELOW.
SPACER PLATE BETWEENCHORD ANGLES. WELDTO EACH ANGLE TOP ANDBOTTTOM WITH
NOTES:
1. WHERE CENTER OF LOADIS MORE THAN 4" FROM JOISTPANEL POINT, ADD EXTRA WEB MEMBER; ANGLE 2x2x3/16TO CHORD PANEL POINT EACH SIDE OF JOISTS.
2. DETAIL REQUIRED WHERE CONCENTRATED LOAD IS >200#.
> 4" P
3/16 3
> 4"
PP
3/16
JOIST EXTENSIONAS REQUIRED.
S420
ANGLE 4x4x1/4SPANNINGBETWEENJOISTS, WHENBRACE IS NOT INLINE WITH JOIST.
1/4x6x0'-6" SHEARPLATE WITH 5/8"ØERECTION BOLTATCONTRACTOR'SOPTION.
ANGLE BRACE3x3x1/4, U.N.O.
BRACE PERP. TO JOIST BRACE PARALLEL WITH JOIST
SECTION
3/8x4x0'-4" WELDTAB.
3/8x4x0'-4"WELD TAB.
ANGLE BRACE3x3x1/4, U.N.O.
3/16 2TYP.
3/16TYP.
3/16 2TYP.
1
1
3/16TYP. 3/16 2
MIN3"
MA
X.
1"
S463
CONTINUOUS ANGLE4x4x1/4
METAL ROOF DECKATTACK PER G.S.N.
STEEL BEAM,REF: PLAN
3/16 2-24
7"
1/2" MAX.
TYP. CLIP ANGLEPER DETAIL 2/SZ-3
20 GAUGE CONT. TRACK
S452
STEEL JOIST W/ TOPCHORD EXTENSION -REF PLAN
STEEL BEAM W/ STIFFENER
CONT. 18 GAUGE DEEPLEG SLIP TRACK
STEEL STUD WALL
712
1/8 2
3/16
TH
ESE D
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S A
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INTER
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W A
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PR
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CT
PA
TH
:
PLO
T D
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432
.682
.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
sic
Sto
rage
\DR
AW
ING
S\1
165
9_U
TP
B S
chool of M
usic
Sto
rage_S
TR
UC
T.r
vt
8/1
1/2
016 1
:52:3
5 P
M
8/1
1/2
016 1
:52:3
5 P
M
UT
PB
Wagner
Noël P
.A.C
- O
ffic
e F
acili
ty
11659
FRAMING DETAILS I
SZ-2
AA
CE
08/11/16
1 1/2" = 1'-0"5TYPICAL HEADER/SILL STEEL STUD BOX BEAM
1 1/2" = 1'-0"1TYPICAL BEAM TO BEAM CONN./ BOLT SCHEDULE
1 1/2" = 1'-0"4SMALL OPENING IN METAL DECK
1 1/2" = 1'-0"9BEAM TO HSS COLUMN MOMENT CONNECTION
1 1/2" = 1'-0"10STEEL JOIST AT STEEL BEAM
1 1/2" = 1'-0"2S419 TYPICAL METAL STUD FRAMING AT WINDOW
1 1/2" = 1'-0"3S467 LARGE OPENING IN METAL DECK
1 1/2" = 1'-0"6S411 TYPICAL METAL DECK TO STEEL SUPPORT
1 1/2" = 1'-0"8S416 JOIST REINFORCEMENT AT POINT LOAD
1 1/2" = 1'-0"7S420 TYPICAL BRACE CONNECTION AT STEEL JOISTS
1 1/2" = 1'-0"11PARALLEL BEAM AT STUD WALL
1 1/2" = 1'-0"12EXTENDED STEEL JOIST AT STEEL BEAM
08/11/2016
1/4" CAP PLATE
STEEL COLUMN,SEE PLANS.
1/4
6"
3/162 SIDES
MOMENTCONNECTEDBEAM
3/16
PL 3/8"X4" X 0'-8"3 1/2" TUBE STEEL JOISTSUBSTITUTE
A-A
SZ-3
PL 1/2"X6 X 1'-0"
TYP.M
TYP.M
3/16 3-12
1/4
3 1/2"X6" STEELPLATE
SECTION A-A
SZ-2
9
S405
BENT PLATE ANDSTEEL BEAM OR OTHERSIMILAR SUPPORT.
14 GAUGE CLIP ANGLEW/ OPTIONAL #12 SELFTAPPING SCREWS INLIEU OF WELDING CLIPANGLE TO STUD (4SCREWS AS SHOWN).
SECTION
x
3"
4 1
/2"
5 1/2"
x
1 1
/2"
1/8 2MTL DECK
CONT. 18 GAUGE DEEPLEG SLIP TRACK
NON-BEARING STUD WALL
#10 TEK SCREWS@ 12" OC
TH
ESE D
RAW
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S A
RE F
OR
INTER
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W A
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PR
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G O
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.
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PR
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PLO
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432
.682
.1257
fax
432
.682
.1252
1102 W
est T
exas A
venue
Mid
land, T
exas 7
9701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWINGTITLE
JOB NO.
" 1 "
1310 N
FM
1788
Mid
land, T
X 7
9707
P:\1
165
9_U
TP
B S
chool of
Mu
sic
Sto
rage
\DR
AW
ING
S\1
165
9_U
TP
B S
chool of M
usic
Sto
rage_S
TR
UC
T.r
vt
8/1
1/2
016 1
:52:3
6 P
M
8/1
1/2
016 1
:52:3
6 P
M
UT
PB
Wagner
Noël P
.A.C
- O
ffic
e F
acili
ty
11659
FRAMING DETAILS II
SZ-3
AA
CE
08/11/16
1 1/2" = 1'-0"1BEAM TO COLUMN @ MOMENT FRAME CONNECTION
1 1/2" = 1'-0"2CLIP ANGLE
1 1/2" = 1'-0"3NON-BEARING STUD AT MTL DECK
08/11/2016
OVAL RETURN OR EXHAUST DUCT TURNED UP
OVAL RETURN OR EXHAUST DUCT TURNEDDOWN
CHANGE OF ELEVATION IN DIRECTIONINDICATED (D=DROP, R=RISE)
DIFFUSER W/ AIR PATTERN
OVAL SUPPLY DUCT TURNED DOWN
OVAL SUPPLY DUCT TURNED UP
RETURN, EXHAUST OR TRANSFER AIR GRILLE
SIDEWALL SUPPLY GRILLE OR REGISTER
SIDEWALL RETURN, EXHAUST ORTRANSFER AIR GRILLE
LINEAR AIR DEVICE
MANUAL BALANCING DAMPERWITH CONCEALED REGULATOR
MANUAL BALANCING DAMPER
MOTORIZED DAMPER
HOUR FIRE DAMPER
COMBINATION FIRE / SMOKE DAMPER
SMOKE DAMPER
HORIZONTAL FIRE DAMPER
FLEX DUCT
FLEX CONNECTION
ACCESS DOOR
MITERED ELBOW (TURNING VANES UNO)
RADIUS ELBOW (1.5 RADIUS UNO)
CONCENTRIC TRANSITION(1 IN 4 MAX SLOPE)
ECCENTRIC TRANSITION(1 IN 4 MAX SLOPE)
CL
MECHANICAL GENERAL NOTES
ABBREV
AAV ABV A/C AD AF AFC AFF AFG AHU ANSI AMCA AP APPROX ARCH ARI ASME ASTM AUX
B BCU BDD BFC BFF BFG BFP BHP BI BLDG BOD BOP BSMT BTU
CD CFH CFM CH CHP CHR CHS CIRC CL CLG CM CMU CO CONC COND CONN CONT CR CRAC CRAH CT CWR CWS CU CV CW
D DB DEG DG DIA DIFF DMPR DN DWG DX
EA EAG EAT EDH EF EH ELEC ELEV EMERG ENT EOM EQUIP ESP EWT EVAP EX EXH
F or °F FCU FD FLEX FLG FLR FM FO FPB FPM FS FT
GAL GALV GC GPH GPM
H HB HD HOA HP HR HW HWP HVAC HZ
ABBREV
ID IE IN INSUL IN WG
KW
L LAT LAV LB LIN FT LPG LRA LVR
MAX MBD MBH MECH MIN MS
NA NC NIC NO NTS
OA OAH OBD OC OD
PBD PCHP PCHR PCHS PD PH PHL PLUMB PNL PPM PRESS PRV PRV PSIG
QTY
RA RAG RAH RE REQ'D REV RH RHC RM RPM RTU
PRV
SA SAF SCH SCHP SD SEC SECT SF SHT SQ SS STD STM SURF SUSP SW SYS
TEMP THL TLL TP TSP TSTAT TU TXV TYP
UF UG UH UNO
V VAV VB VEL VENT VERT VF VOL VTR
W W/ W/O WB WG WT
Ø
MECHANICAL ABBREVIATIONS
DESCRIPTION
AUTOMATIC AIR VENT ASSEMBLYABOVEAIR CONDITIONEDACCESS DOORAIR FLOWABOVE FINISHED CEILINGABOVE FINISHED FLOORABOVE FINISHED GRADEAIR HANDLING UNITAMERICAN NATIONAL STANDARD INSTITUTEAIR MOVING AND CONDITIONING ASSOCIATION, INC.ACCESS PANELAPPROXIMATEARCHITECTURALAIR CONDITIONING & REFRIGERATION INSTITUTEAMERICAN SOCIETY OF MECHANICAL ENGINEERSAMERICAN SOCIETY FOR TESTING MATERIALSAUXILIARY
BOILERBLOWER COIL UNITBACK DRAFT DAMPERBELOW FINISHED CEILINGBELOW FINISHED FLOORBELOW FINISHED GRADEBACKFLOW PREVENTERBRAKE HORSEPOWERBACKWARD INCLINEDBUILDINGBOTTOM OF DUCTBOTTOM OF PIPEBASEMENTBRITISH THERMAL UNIT
CONDENSATE DRAIN LINE OR CONTROL DAMPERCUBIC FEET PER HOURCUBIC FEET PER MINUTECHILLERCHILLED WATER PUMPCHILLED WATER RETURNCHILLED WATER SUPPLYCIRCULATINGCENTER LINECEILINGCONSTRUCTION MANAGERCONCRETE MASONRY UNITCLEANOUTCONCRETECONDENSATECONNECTIONCONTINUATIONCONDENSATE RETURNCOMPUTER ROOM AIR CONDITIONERCOMPUTER ROOM AIR HANDLERCOOLING TOWERCONDENSING WATER RETURNCONDENSING WATER SUPPLYCONDENSING UNITCONTROL VALVEDOMESTIC COLD WATER
DRAINDRY BULBDEGREESDOOR GRILLEDIAMETERDIFFUSERDAMPERDOWNDRAWINGDIRECT EXPANSION
EACH OR EXHAUST AIREXHAUST GRILLEENTERING AIR TEMPERATUREELECTRIC DUCT HEATEREXHAUST FANEXHAUST HOODELECTRICALELEVATIONEMERGENCYENTERINGEND OF MAINEQUIPMENTEXTERNAL STATIC PRESSUREENTERING WATER TEMPERATUREEVAPORATOREXISTINGEXHAUST
DEGREES FAHRENHEITFAN COIL UNIT OR FURNACE & COIL UNITFIRE DAMPERFLEXIBLEFLANGEFLOORFACTORY MUTUALFLAT OVAL DUCTFAN-POWERED BOXFOOT PER MINUTEFLOW SWITCHFEET, FOOT
GALLONGALVANIZEDGENERAL CONTRACTORGALLON PER HOURGALLON PER MINUTE
HIGH, HEIGHTHOSE BIBBHEAD IN FEETHAND-OFF-AUTOHORSE POWER OR HEAT PUMPHOURHEATING / VENTILATING / AIR CONDITIONINGDOMESTIC HOT WATERHEATING WATER PUMPHERTZ
DESCRIPTION
INSIDE DIAMETERINVERT ELEVATION ( FLOW LINE)INCHESINSULATIONINCHES OF WATER
KILOWATT(S)
LONG, LENGTHLEAVING AIR TEMPERATURE LAV OR LAVATORYPOUNDLINEAL FOOTLIQUID PROPANE GASLOCKED ROTOR AMPSLOUVER
MAXIMUMTHOUSAND BTU / HRMANUAL BALANCING DAMPERMECHANICALMINIMUMMOTOR STARTER
NOT APPLICABLENORMALLY CLOSEDNOT IN CONTRACTNORMALLY OPENNOT TO SCALE
OUTSIDE AIROUTSIDE AIR INTAKE HOODOPPOSED BLADE DAMPERON CENTEROUTSIDE DIAMETER
PARALLEL BLADE DAMPERPRIMARY CHILLED WATER PUMPPRIMARY CHILLED WATER RETURNPRIMARY CHILLED WATER SUPPLYPRESSURE DROPPHASEPRESSURE HIGH LIMITPLUMBINGPANELPARTS PER MILLIONPRESSUREPOWER ROOF VENTILATORPRESSURE REDUCING VALVEPOUND PER SQUARE INCH. (GAUGE)
QUANTITY
RETURN AIRRETURN AIR GRILLERELIEF AIR HOODREFERREQUIREDREVISED OR REVISIONSRELATIVE HUMIDITYREHEAT COILROOMREVOLUTION PER MINUTEROOF TOP UNIT
POWER ROOF VENTILATOR
SUPPLY AIRSUPPLY FANSCHEDULESECONDARY CHILLED WATER PUMPSMOKE DAMPERSECONDSECTIONSQUARE FOOTSHEETSQUARESERVICE SINK OR STAINLESS STEELSTANDARDSTEAMSURFACESUSPEND OR SUSPENDEDSOFTENED WATERSYSTEM
TEMPERATURETEMPERATURE HIGH LIMITTEMPERATURE LOW LIMITTOTAL PRESSURETOTAL STATIC PRESSURETHERMOSTAT TERMINAL UNITTHERMOSTATIC EXPANSION VALVETYPICAL
UNDERFLOORUNDERGROUNDUNIT HEATERUNLESS OTHERWISE NOTED
VOLT(S)VARIABLE AIR VOLUMEVALVE BOX OR VACUUM BREAKERVELOCITYVENTILATEVERTICALVENTILATION FANVOLUMEVENT THRU ROOF
WASTE OR WIDE, WIDTHWITHWITHOUTWET BULBWATER GAUGEWEIGHT
DELTA
PHASE OR ROUND
EXISTING COMPONENT TO REMAIN
SYMBOL DESCRIPTION
EXISTING COMPONENT TO BE REMOVED
DROP
RISE
RISE OFF TOP
DROP OFF BOTTOM
BRANCH OFF TOP
BRANCH OFF BOTTOM
BRANCH OFF SIDE
CAP
BLIND FLANGE
CONCENTRIC REDUCER
ECCENTRIC REDUCER
SLEEVE
GUIDE
ANCHOR
FLOW DIRECTION
GRADE DOWNWARD
CONNECT TO EXISTING
COMPRESSED AIR
INSTRUMENT AIR
NATURAL GAS - LOW PRESSURE (<1 PSI)
NATURAL GAS - MED. PRESSURE (>1 PSI)
LIQUID PROPANE GAS
GENERAL
LP
MG
G
IA
A
BALL VALVE
BUTTERFLY VALVE
GATE VALVE
GAS COCK
GLOBE VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
MOTORIZED 2-WAY CONTROL VALVE
THERMOSTATIC MIXING VALVE
SOLENOID VALVE
VALVE BOX
WATER METER
BACKFLOW PREVENTER
BALANCING VALVE
UNION
STRAINER W/ BLOW DOWN
GAG PRESSURE REGULATOR
THERMOMETER
PRESSURE GAUGE W/ GAUGE COCK
PETE'S PLUG
PRESSURE SWITCH
FLOW SWITCH
VALVES & ACCESSORIESSYMBOL DESCRIPTION
M
M
S
M
MOTORIZED 3-WAY CONTROL VALVE
AQUASTAT
AUTO AIR VENT
VACUUM RELIEF VALVE
TEMPERATURE & PRESSURE RELIEF
PRESSURE RELIEF VALVE
FLEXIBLE CONNECTION
FS
PS
MECHANICAL LEGEND
AAV
MOTORIZED BUTTERFLY VALVEM
BFP
EXPANSION JOINTEJ
CHS
CHR
PCHS
PCHR
CWS
CWR
RL
RS
RHG
D
CHILLED WATER SUPPLY
COOLING PIPINGSYMBOL DESCRIPTION
CHILLED WATER RETURN
PRIMARY CHILLED WATER SUPPLY
PRIMARY CHILLED WATER RETURN
CONDENSING WATER RETURN
CONDENSING CHILLED WATER SUPPLY
REFRIGERANT LIQUID
REFRIGERANT HOT GAS
REFRIGERANT SUCTION
CONDENSATE DRAIN
MAKEUP WATER
HWS
HWR
HEATING WATER SUPPLY
HEATING PIPINGSYMBOL DESCRIPTION
HEATING WATER RETURN
5# STEAM WITH PRESSURE INDICATED
/ CONDENSATE RETURN - LOW PRESSURE
//
O
BFW BOILER FEED WATER
CONDENSATE RETURN - HIGH PRESSURE
PUMPED CONDENSATE RETURN
FLOAT & THERMOSTATIC TRAP
BUCKET TRAP
T
H
P
DP
T
CONTROLSSYMBOL DESCRIPTION
THERMOSTAT
HUMIDISTAT
TEMPERATURE SENSOR
HUMIDITY SENSOR
PRESSURE SENSOR
DIFFERENTIAL PRESSURE SENSOR
12X10
DUCTWORK & ACCESSORIESSYMBOL DESCRIPTION
RECTANGULAR DUCT (FIRST DIM VISIBLE)
12Ø
12/10
ROUND DUCT (FIRST DIM VISIBLE)
FLAT OVAL DUCT (FIRST DIM VISIBLE)
RECTANGULAR SUPPLY DUCT TURNED UP
RECTANGULAR RETURN OR EXHAUSTDUCT TURNED UP
R
M
CR
FD
FD/SD or FSD
SD
OR
AD
RECTANGULAR RETURN OR EXHAUSTDUCT TURNED DOWN
ROUND RETURN OR EXHAUSTDUCT TURNED DOWN
ROUND RETURN OR EXHAUST DUCTTURNED UP
FLOW MEASURING DEVICE
TEST WELL
H
DPor
MISC. PIPINGSYMBOL DESCRIPTION
ROUND SUPPLY DUCT TURNED DOWN
ROUND SUPPLY DUCT TURNED UP
RECTANGULAR SUPPLY DUCT TURNED DOWN
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
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ny
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eticr
ah
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T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
vt
8/1
1/2
016 5
:04:2
0 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
MECHANICALLEGENDS
M0.1
TAM
DRA
08/11/16DWAYNE R. AGNEW
37645
S
TAET
OF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
A PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT AS REQUIRED TO INSTALLCOMPLETE AND OPERABLE SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED,AS REQUIRED BY ALL APPLICABLE CODES, AND PER MANUFACTURER'S DIRECTIONS.
B NO CUTTING SHALL BE DONE TO ANY OF THE STRUCTURAL MEMBERS THAT WOULDTEND TO LESSEN THEIR STRENGTH, UNLESS SPECIFIC PERMISSION IS GRANTED BYTHE ARCHITECT.
C ALL PIPING AND DUCTWORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED.OFFSETS IN PIPING AND DUCTWORK AROUND OBSTRUCTIONS AND AS REQUIRED FORSERVICE SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
D COORDINATE CONSTRUCTION OF ALL WORK WITH ARCHITECTURAL, CIVIL,STRUCTURAL, PLUMBING, ELECTRICAL WORK, ETC., SHOWN ON ALL OTHER CONTRACTDOCUMENT DRAWINGS.
E VERIFY AND COORDINATE ALL FINAL EQUIPMENT SIZES AND CONNECTING SERVICESWITH ACTUAL EQUIPMENT SUBMITTED AND APPROVED & OWNER PROVIDEDEQUIPMENT.
F ALL OPENINGS IN FIRE WALLS FOR DUCTWORK, PIPING, CONDUITS, ETC., SHALL BEFIRE STOPPED WITH A SPECIFIED PRODUCT SIMILAR TO 3M, OR APPROVED EQUAL.
G UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS, SENSORS, ANDHUMIDISTATS 4'-0" ABOVE FINISHED FLOOR. LOCATIONS ADJACENT TO DOORS SHALLMAINTAIN A MINIMUM OF 24" FROM FRAME
H ALL DUCTWORK DIMENSIONS AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEARDIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE FOR DUCT LINERTHICKNESS, WHERE DUCT LINER IS SPECIFIED.
I COORDINATE DIFFUSERS, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURALREFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS. MAKE MINOR DUCTMODIFICATIONS AS REQUIRED.
J LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESSPANELS, CONTROLS, AND VALVING. MAINTAIN THE MINIMUM SERVICE CLEARANCE PERMANUFACTURER
K ALL ROOF MOUNTED EQUIPMENT REQUIRING SERVICE SHALL BE MOUNTED A MINIMUMOF 10 FEET FROM ROOF EDGE UNLESS THE PARAPET IS 36" HIGH OR UNLESS NOTEDOTHERWISE
L RUNS OF FLEXIBLE DUCT SHALL NOT EXCEED 4 FEET OR BEND GREATER THAN 90°.
M EXHAUST OUTLETS, GAS VENTS AND PLUMBING VENTS SHALL TERMINATE A MINIMUMOF 10 FEET FROM FRESH AIR INTAKES OR 2 FEET ABOVE HIGHEST POINT OF FRESH AIRINTAKE.
N PROVIDE ACCESS DOORS IN DUCTWORK FOR ALL FIRE DAMPERS, SMOKE DAMPERS,HUMIDIFIERS, COILS, AND OTHER ITEMS LOCATED IN DUCTWORK WHICH REQUIRESERVICE AND/OR INSPECTION.
O PROVIDE ACCESS PANELS IN WALLS AND CEILINGS TO ALLOW ADEQUATE ACCESS TOEQUIPMENT, VALVES, TRAPS, DAMPERS, CLEANOUTS, CONTROLS, ETC.
P TERMINATE GAS VENTS FOR UNITS HEATERS, WATER HEATERS, AND OTHER GASAPPLIANCES A MINIMUM OF 2'-0" ABOVE HIGHEST POINT OF FRESH AIR INTAKES IFCLOSER THAN 10 FEET.
Q COORDINATE WITH ELECTRICAL AS REQUIRED TO MAINTAIN 36" OF CLEAR SERVICESPACE FOR 120V, 208V, AND 230V DEVICES AND 42" CLEAR SPACE FOR 480V DEVICES.THIS SHALL INCLUDE SWITCH GEAR, DISTRIBUTION PANELS, VFDS, STARTERS,DISCONNECTS, ETC. LOCATION OF THE SERVICE SPACE SHALL BE DETERMINED BYTHE SPECIFIC ELECTRICAL DEVICE.
R COORDINATE WITH ELECTRICAL AS REQUIRED TO ROUTE NO DUCT OR PIPE DIRECTLYOVER DEVICES SUCH AS PANELBOARDS, MOTOR CONTROL CENTERS ANDSWITCHBOARDS UNLESS IT IS A MINIMUM OF 6' ABOVE THE TOP OF THE DEVICE, ORPROTECTION FROM DAMAGE FROM THE PIPE OR DUCT IS PROVIDED. THIS SHALLINCLUDE NOT ONLY PROTECTION FROM LEAKS, BUT FROM BREAKAGE
S PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO PUMPS,CHILLERS, COOLING TOWERS, AND OTHER EQUIPMENT WHICH REQUIRE VIBRATIONISOLATION EXCEPT WATER COILS. FLEXIBLE CONNECTIONS SHALL BE PROVIDED ASCLOSE TO THE EQUIPMENT AS POSSIBLE OR AS INDICATED ON THE DRAWINGS.
T LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES INACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UPSTREAM ANDDOWNSTREAM AS REQUIRED BY THE MANUFACTURER FOR GOOD ACCURACY.
U UNLESS OTHERWISE INDICATED, MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TOUNDERSIDE OF PIPE, DUCTS, CONDUITS, SUSPENDED EQUIPMENT, ETC., THROUGHOUTACCESS ROUTES IN MECHANICAL ROOMS
V PROVIDE AN AIR VENT AT HIGH POINT OF EACH DROP IN THE HEATING WATER, CHILLEDWATER, AND OTHER CLOSED WATER PIPING SYSTEMS. ALL PIPING SHALL GRADE TOLOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS ANDLOW POINTS.
W INSTALL PIPING SO THAT VALVES, STRAINERS, UNIONS, TRAPS, FLANGES,TEMPERATURE SENSORS, FLOW METERS, AND OTHER APPURTENANCES REQUIRINGACCESS ARE ACCESSIBLE.
MARK EXAMPLE: LGELECTRICAL DATACFM
MINI SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE
IMSS/OMSS 1-16
TOTAL
COOLING
1.
NOTES:
2.
3. NOMINAL AMBIENT TEMPERATURE IS 95° F.
LISTED CAPACITIES ARE NOMINAL COOLING/HEATING CAPACITIES & EXPRESSED IN MBTUH.
SEER
4. PROVIDE INDOOR UNIT WITH CONDENSATE PUMP.
SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS.
5. PROVIDE OUTDOOR UNIT WITH LOW AMBIENT BAFFLE. ONLY FOR IT ROOM UNIT.
6. PROVIDE OUTDOOR UNIT WITH FIELD-FABRICATED EXPANDED METAL HAIL GUARDS.
FAN SCHEDULE
EF 1-16
CFM ELECTRICAL DATA EXAMPLE: COOKMARK SP RPM HP DRIVE TYPE
1.
NOTES:
2.
ALL SELECTIONS BASED ON JOBSITE ELEVATION.
PROVIDE FACTORY MOUNTED FAN SPEED CONTROLLERS ON ALL DIRECT DRIVE FANS.
250 120 V, 1Ø, 60 HZ0.5 1460 84.3 W DIRECT INLINE GN-542
MARK EXAMPLE: LGELECTRICAL DATAO.A. CFMS.A. CFM
VRF SYSTEM - INDOOR HEAT PUMP SCHEDULE
IHP 1-16
IHP 2-16
IHP 3-16
ESP WATTSTOTALSENS.EAT OUTPUT
COOLING HEATING
1.
NOTES:
2.
4.
3.
ALL SELECTIONS BASED ON JOBSITE ELEVATION.
COOLING COIL VELOCITY SHALL BE 500 FPM OR LESS.
SENSIBLE, TOTAL AND HEATING CAPACITIES EXPRESSED IN MBTUH.
COOLING EAT IS COIL ENTERING AIR DB / WB TEMPERATURE IN °F.
MARK EXAMPLE: LGELECTRICAL FAN DATA
460 V, 3Ø, 60 HZ ARUB096DTE4
VRF SYSTEM - OUTDOOR HEAT PUMP SCHEDULE
OHP 1-16 82.2
TOTAL MBH
COOLING
11.4
EER
1.
2.
ALL SELECTIONS BASED ON JOBSITE ELEVATION.
NOTES:
AMBIENT TEMPERATURE IS 105° F.
3. CONTRACTOR SHALL SIZE REFRIGERANT LINES PER MANUFACTURER'S REQUIREMENTS.
5. SERVICE SHUTOFF VALVES SHALL BE FIELD-PROVIDED/ INSTALLED ON EACH INDOOR UNIT REFRIGERANT LINES TO ALLOW SERVICE TO THEINDOOR UNIT WITHOUT INTERRUPTION OF THE TOTAL SYSTEM.
HRU
SERVED BY
6. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL REFRIGERANT LINE LENGTHS AND FITTINGS REQUIRED FOR PROPER INSTALLATION.INSTALLATION SHALL BE PER THE MANUFACTURER'S GUIDELINES.
7. CONTRACTOR SHALL VERIFY ALL REFRIGERANT PIPE SIZES WITH MANUFACTURER.
8. START UP AND COMMISSIONING ASSISTANCE SHALL BE PERFORMED BY A FACTORY AUTHORIZED TECHNICIAN, 8 HOUR MINIMUM.
MARK EXAMPLE: LGELECTRICAL DATA
208 V, 1Ø, 60 HZ PRHR022A
VRF SYSTEM - HEAT RECOVERY UNIT SCHEDULE
HRU 1-16 OHP 1-16
SERVED BY
4. UNITS SHALL BE FURNISHED WITH HAIL GUARDS.
IHP 4-16
IHP 5-16
208 V, 1Ø, 60 HZ175545 16.512.9 20.2
208 V, 1Ø, 60 HZ235645 20.916.4 25.6
75.0/62.0 ARNU183BHA4
ARNU243BHA4
208 V, 1Ø, 60 HZ PRHR032AHRU 2-16 OHP 1-16
HRU 1-16
HRU 1-16
150
150
0.31
0.31
TOTAL MBH
HEATING
100.3 3.38
COP @ 47°F
2.38
COP @ 17°F
208 V, 1Ø, 60 HZ65480 13.310.4 16.1
208 V, 1Ø, 60 HZ50425 10.68.3 12.8
ARNU153BHA4
ARNU123BHA4
HRU 2-16
HRU 2-16
150
150
0.31
0.31
208 V, 1Ø, 60 HZ75645 20.917.5 25.6 ARNU243BHA4HRU 2-161500.31
353 9.0 21.5 208 V, 1Ø, 60 HZ LS090HSV4
TOTAL
HEATING
HSPF
10.8 10.8
POWER
0.7 KW
POWER
0.7 KW
AIR DISTRIBUTION SCHEDULE
1.
NOTE:
OBD = OPPOSED BLADE DAMPER
2. SM = SURFACE MOUNT
3.
4.
TB = LAY-IN T- BAR
VERIFY FRAME TYPE WITH CEILING INSTALLER'S LAYOUT.
75.0/62.0
75.0/62.0
75.0/62.0
75.0/62.0
3. PROVIDE GRAVITY BACKDRAFT DAMPERS ON ALL INLINE FANS.
LOUVER SCHEDULE
L 1-16
FREE AREA
RUSKIN ELF6375DX
EXAMPLEMARK
0.68 SQ. FT.
DIMENSION
24"(W) x 12"(H)
TYPE
DRAINABLE
FRAME
CHANNEL
1.
NOTES:
2.
3.
PROVIDE INSIDE BIRDSCREEN WITH ALL LOUVERS.
LOUVER CONSTRUCTION SHALL BE ALUMINUM.
LOUVER SHALL BE FACTORY FINISHED WITH KYNAR. CUSTOM COLOR SHALL MATCH METAL WALL PANELS. COORDINATE COLOR WITH ARCHITECT.
OUTSIDE AIR HANDLING UNIT SCHEDULE
OAU 1-16
FAN DATA
MARK
600
CFM ESP HP
HEATING DATA
14.0
KW ELECTRICAL DATA
460 V, 3Ø, 60 HZ
COOLING COIL DATA
100.0/69.0
EAT (DB/WB)
31.9
SENSIBLE TOTAL
32.3
EXAMPLE:AAON
V3-ARB-3-0-141D
1.
NOTES:
2.
ALL SELECTIONS BASED ON JOBSITE ELEVATION.
SENSIBLE AND TOTAL CAPACITIES ARE EXPRESSED IN MBTUH.
3. ESTIMATE 0.15" SP LOSS FOR FILTERS IN TSP CALCULATION.
EAT (DB)
0.5 15.01.1
4. SUPPLY FANS SHALL HAVE ECM MOTORS WITH UNIT MOUNTED SPEED CONTROLLER.
CONDENSING UNIT SCHEDULE
CU 1-16
MARK SERVES
32.3
CAPACITY - MBH
13.5
AHRI (S)EER ELECTRICAL DATA
460 V, 3Ø, 60 HZ
EXAMPLE: AAON
CFA-003-A-0-3-DC00H
1.
NOTES:
ALL SELECTIONS BASED ON JOBSITE ELEVATION.
2. ALL SELECTIONS BASED ON 100° F AMBIENT TEMPERATURE.
3. SUCTION AND LIQUID LINE SIZES SHALL BE BASED ON MANUFACTURER'S REQUIREMENTS FOR FIELD INSTALLED LINE LENGTHS AND FITTINGS.
OAU 1-16
5. PROVIDE UNIT WITH MINIMUM ONE DRY INPUT CONTACT FOR START/STOP CONTROL.
L 2-16 RUSKIN ELF6375DX1.05 SQ. FT. 36"(W) x 12"(H) DRAINABLE CHANNEL
5. FURNISH R-1.1 & R-2.1 WITH 20"x20"x1" 30% EFFICIENT THROWAWAY FILTERS. FURNISHONE SPARE SET FOR INSTALLATION PRIOR TO SUBSTANTIAL COMPLETION INSPECTION.
AIR DEVICE MOUNTING DETAIL - RECTANGULAR RUNOUTNO SCALE
FLEXIBLE INSULATEDDUCT (MAX. 4'-0" LENGTH).SEE PLAN FOR SIZE.
AIR DEVICE
SQUARE TO ROUNDTRANSITION IF
REQUIRED.
CEILING
SEAL TAP WITH DUCT JOINTSEALANT
ROUND SPIN-IN FITTINGW/ SCOOP.
INSULATION AS SPECIFIED.
45° RECTANGULAR TAP
LOCKING MANUAL VOLUME DAMPER. PROVIDESTAND-OFF BRACKET ON INSULATED DUCTWORK.
DAMPER NOT REQUIRED ON MOST RETURNAIR RUNOUTS. REFER TO PLANS.
TRUNK DUCT
NOTE: FLEX DUCT INNER CORE & OUTER INSULATION SHALL BE SECURED SEPARATELY WITH WORM DRIVE STAINLESS STEEL BANDS OR NYLON DRAW BANDS.
NO SCALE
SQUARE TO ROUNDTRANSITION IF REQUIRED.
ROUND SPIN-IN WITH LOCKING MANUALVOLUME DAMPER. PROVIDE STAND-OFF
BRACKET ON INSULATED DUCTWORK.DAMPER NOT REQUIRED ON MOST RETURN
AIR RUNOUTS. REFER TO PLANS.
FLEXIBLE INSULATEDDUCT (MAX. 4'-0" LENGTH)SEE PLAN FOR SIZE. FLEXMAY OCCUR IN VERTICAL.
AIR DEVICECEILING
TRUNK DUCT
INSULATION AS SPECIFIED
NOTE: 1. THE FLEX DUCT INNER CORE & OUTER INSULATION SHALL BE SECURED SEPARATELY WITH WORM DRIVE STAINLESS STEEL BANDS OR NYLON DRAW BANDS.
2. IF TRUNK DUCT IS NOT DEEP ENOUGH TO ACCEPT ROUND SPIN-IN DAMPER, PROVIDE 45° RECTANGULAR TO ROUND TAKEOFF FITTING W/ DAMPER HAVING SAME DAMPER REQUIREMENTS AS SPIN-IN FITTING DESCRIBED ABOVE.
AIR DEVICE MOUNTING DETAIL - ROUND RUNOUT
ANGLE TAP DETAILNO SCALE
1" IN 4" MAXIMUM SLOPE1" IN 7" DESIRABLE SLOPE
MBD (ON LASTRUNOUT ONLY)
MANUALBALANCING
DAMPER
MANUALBALANCINGDAMPER
DOUBLE ELBOW TAKE-OFF DETAILNO SCALE
1" IN 4" MAXIMUM SLOPE1" IN 7" DESIRABLE SLOPE
MANUALBALANCINGDAMPER
FULL ELBOW TAKE-OFF DETAILNO SCALE
1" IN 4" MAXIMUM SLOPE1" IN 7" DESIRABLE SLOPE
MANUALBALANCINGDAMPER
INLINE EXHAUST FAN MOUNTING DETAILNO SCALE
SEE PLAN FORDUCT SIZE.
FLEX CONNECTION
PROVIDE BACKDRAFTDAMPER ON EXHAUST FANS
3/8" HANGER ROD (TYP.)
CEILING
INTAKE FAN
JOIST
ROOF
SUSPENDED REFRIGERANTLINE SUPPORT DETAILNO SCALE
INSULATION ONSUCTION LINES
BUTT INSULATION OFSUCTION LINE AGAINSTCLAMP ASSEMBLYSECURE REFRIGERANT
PIPING TO SUPPORTSWITH "HYDRA-ZORB"OR EQUAL (TYPICAL)
HANGER RODS
TYPICAL REFRIGERANT LINE
"UNITSTRUT" CHANNELOR EQUAL. (TYPICAL
A. GRAVITY CONDENSATE DRAIN SHOWN. CONNECT TO PUMPED CONDENSATECONNECTION & PIPE PER MANUFACTURER'S DIRECTIONS.
B. FILTERED RA GRILLES HAVE BEEN PROVIDED. REMOVE VRF UNIT'S FILTER.
S.A. DUCT
TRANSITION IF REQUIRED
FLEX CONNECTOR
NEOPRENEISOLATOR (4 THUS)
HANGER ROD. SIZED FORUNIT WEIGHT (4 THUS)
REFRIGERANT PIPING
CONDENSATEDRAIN
UNION
P-TRAP
TRANSITION IF REQUIRED
RECTANGULAR TAP W/MBD OUT BOTTOM OFPLENUM
MIXED AIR PLENUM
O.A. DUCT
MANUAL BALANCING DAMPER
R.A. GRILLE
INDOOR UNIT
VRF CONCEALED - DUCTED INDOOR UNIT DETAILNO SCALE
GENERAL NOTES:
NO SCALE
LOUVER IN METAL PANEL WALL INSTALLATION DETAIL
ANGLE ANCHOR(ALL SIDES)
ANGLE ANCHOR(ALL SIDES)
ANCHOR SCREWSAT 16" O.C. MAX.(ALL SIDES)
ANCHOR SCREWSAT 16" O.C. MAX.(ALL SIDES)
"C" FRAME BETWEENJAMB SUPPORTS
LOUVER
LOUVER
JAMB
SILL
ROLLED DRIP EDGE
METAL PANEL FACING
ALUM. SUB-SILLSET IN SEALANT.MATCH LOUVER
FINISH.
PREFINISHED METALTRIM TO MATCH
LOUVER FINISH.
CAULK AROUNDPERIMETER
PANEL CLOSURE INSERT
METAL PANEL FACING
CONTINUOUS STUD FROMGIRT BELOW TO GIRT ORPURLIN ABOVE. ANCHOR EACHEND TO MATCH PURLIN GAGE.
ANGLE ANCHOR(ALL SIDES)
ANCHOR SCREWSAT 16" O.C. MAX.(ALL SIDES)
LOUVER
HEAD
PRE-FINISHEDTRIM TO MATCH
LOUVER FINISH.
METAL PANELFACING
"C" FRAME BETWEENJAMB SUPPORTS
CAULK AROUNDPERIMETER
CAULK AROUND PERIMETER
CAULK AROUNDPERIMETER
H
J
TO FD
FROM DRAINPAN
H = FAN MAXIMUM NEGATIVE STATIC PRESSURE IN IN. WC + 1"
J = 1/2 H
NEGATIVE PRESSURE P - TRAP
DRAIN SIZE
3/4"
HAVC EQUIP.TOTAL CFM
0 - 800
CONDENSATE DRAIN DETAILNO SCALE
NOTE: CONDENSATE DRAIN SHALL NOT BE SMALLER THAN UNIT CONNECTION.
UNION
TEE WITH PLUGFOR CLEANOUT
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
eb
ny
to
he
ne
le
wl
eticr
ah
tc
s
C
OP
YR
IGH
T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
vt
8/1
1/2
016 5
:04:2
3 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
MECHANICALSCHEDULES &DETAILS
M0.2
TAM
DRA
08/11/16DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
MARK TYPE FRAME SIZE FINISH MATERIAL EXAMPLE
S-1 SUPPLY TB 24x24 WHITE STEEL TITUS MCD
S-2 SUPPLY SM ---- WHITE STEEL TITUS TMRA
R-1.1 RETURN TB 24x24 WHITE STEEL TITUS 355RLF1
R-2.1 RETURN SM ---- WHITE STEEL TITUS 355RLF1
E-1 EXHAUST SM ---- WHITE STEEL TITUS PAR
E-2 EXHAUST SM ---- WHITE STEEL TITUS 355RL
T
T
T
STORAGE
114
BAND
STORAGE
113
JANITOR
110TOILET
111
MECHANICAL
112
OFFICE
106OFFICE
107
OFFICE
108
IDF
109
CORR.
100
8x8/S-1175 CFM
8x8/S-1175 CFM
6x6/S-175 CFM
12x10
10x10
8Ø
8Ø
6Ø 22x8
20x20/R-1.1IHP 4-16
IHP 3-16
10x6
30x8
22x6
20x20/R-1.120x20/R-1.1
8x8/S-1160 CFM
8x8/S-1160 CFM8x8/S-1
160 CFM
8Ø
12x10 8Ø
8Ø
8Ø
20x20/R-1.1
EF 1-16
8x6/E-275 CFM
6x6/E-175 CFM
L 1-16
10x6 10x6
6Ø/S-2130 CFM
6Ø/S-2130 CFM
6Ø/S-2130 CFM
6Ø/S-2130 CFM
10x6 10x6
16x10
IHP 2-16
30x8
20x20/R-2.1
20x20/R-2.1
30x8
IHP 1-16
14x10
10x610x6
10x8
10x610x6
6Ø/S-2140 CFM
6Ø/S-2135 CFM
6Ø/S-2135 CFM
6Ø/S-2135 CFM
IMSS 1-16
CU 1-16 OHP 1-16OMSS 1-16
5Ø
10x10
10x1212x12
5Ø
HRU 1-16
6Ø
HRU 2-16
OAU 1-16
REFER TO ALTERNATE PLAN, THISSHEET, FOR WORK IN THIS AREAUNDER BID ALTERNATE.
REFER TO ALTERNATE PLAN, THISSHEET, FOR WORK IN THIS AREAUNDER BID ALTERNATE.
11
1
10x10
12x12
12x12
12x12 10x6/E-2
100 CFM
L 2-16
10x6
6Ø/S-2125 CFM
10x6
10x68x8
8x6 8x6
10x8
10x8
24x12
20x20/R-1.1
20x20/R-1.1
20x20/R-1.1
20x20/R-1.1
22x6
10x8
22x6
10x10
20x10
22x6
10x8
22x6
IHP 5-16
20x10
8x8/S-1150 CFM
8Ø10x10
10x10
8Ø 8x8/S-1150 CFM
6x10
8Ø
8x8/S-1175 CFM
6x10
8Ø
8x8/S-1170 CFM
T
12x12
10x10
10x10
T
T
10x1010x10
12x6
10x610
x6
ALL EXPOSED DUCTWORK(SHOWN SHADED) IN BAND
STORAGE 113 AND STORAGE 114SHALL BE INTERNALLY LINED
1
1515
16
OFFICE
106
CORRIDOR
101
CORR.
100
OFFICE
105
OFFICE
104
OFFICE
103
OFFICE
102
IHP 5-16
T
175 CFM
150 CFM
150 CFM
170 CFM
31 542
A
B
HRU 2-16
OAU 1-16
IMSS 1-16
IHP 4-16
IHP 3-16IHP 2-16
HRU 1-16
IHP 1-16
CU 1-16
OHP 1-16OMSS 1-16
BAND
STORAGE
113
STORAGE
114
OFFICE
108OFFICE
107
OFFICE
106
CORR.
100
CORRIDOR
101
TOILET
111
MECHANICAL
112
JANITOR
110
IDF
109
CD
CD C
D
CD CD
CD
1"
1"
1 1/4"
1"
1 1/4"
1"
1"
1
2 2
1
1
1
3
4
5
56
7
6
7
8
9
1010
10
10
10
11
1213
14
IHP 5-16
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
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PR
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PA
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PLO
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432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
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Wagner
Noël P
.A.C
- S
tora
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acili
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1310 N
FM
1788
Mid
land, T
X 7
9707
1312
FLOOR PLANS -MECHANICAL
M2.1
TAM
DRA
08/11/16DWAYNE R. AGNEW
37645
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NOTES INDICATED BY " "
1 MOUNT ON 4" CONCRETE EQUIPMENT PAD.
2 REFRIGERANT LINES UP IN WALL.
3 LG ARBLB03321 REFRIGERANT LINE "Y" KIT.
4 3/8", 3/4", 7/8" REFRIGERANT LINE SET.
5 3/8", 1/2", 5/8" REFRIGERANT LINE SET.
6 3/8", 5/8" REFRIGERANT LINE SET.
7 1/4", 1/2" REFRIGERANT LINE SET.
8 1/4", 3/8" REFRIGERANT LINE SET.
9 1/2", 1-1/8" REFRIGERANT LINE SET.
10 1" CONDENSATE DRAIN LINE UP FROM UNIT CONDENSATE PUMP.
11 1" CONDENSATE DRAIN LINE UP FROM WALL-MOUNTED CONTRACTOR PROVIDED CONDENSATE PUMP.
12 1" CONDENSATE DRAIN LINE DOWN ON WALL. SPILL TO NEAREST FLOOR DRAIN.
13 1-1/4" CONDENSATE DRAIN LINE DOWN IN WALL. SPILL TO MOP BASIN.
14 3/4" CONDENSATE DRAIN LINE. SPILL TO FLOOR DRAIN.
15 LOUVER JAMB SHALL BE ALIGNED WITH THE VERTICAL SEAMS OF WALL METAL PANELS. COORDINATE EXACT REQUIREMENTSWITH ARCHITECT.
16 OHP 1-16 CONTROL PANEL.
SCALE: 1/8" = 1'-0"
FLOOR PLAN - MECHANICAL - BASE BIDNORTHSCALE: 1/8" = 1'-0"
FLOOR PLAN - MECHANICAL - ALTERNATE
NORTH
SCALE: 1/8" = 1'-0"
FLOOR PLAN - MECHANICAL PIPING - BASE BID & ALTERNATE
NORTH
GENERAL NOTES
A REFRIGERANT LINE ROUTING SHOWN IS FOR GENERAL INFORMATION. CONTRACTOR SHALL ROUTE REFRIGERANT LINES IN THEMOST DIRECT MANNER AVAILABLE.
B ALL CONDENSATE DRAIN LINES SPILLING TO GRADE OR MOP BASIN SHALL HAVE AN ELBOW TURNING DOWN AT TERMINATIONPOINT.
C ELEVATION OF MAIN CONDENSATE DRAIN LINE SHALL NOT EXCEED THE LIFT CAPABILITIES OF THE UNIT CONDENSATE PUMPS.SPECIFIED UNITS HAVE A MAXIMUM LIFT OF 27.5".
PLUMBING GENERAL NOTES
EXISTING COMPONENT TO REMAIN
SYMBOL DESCRIPTION
EXISTING COMPONENT TO BE REMOVED
DROP
RISE
RISE OFF TOP
DROP OFF BOTTOM
BRANCH OFF TOP
BRANCH OFF BOTTOM
BRANCH OFF SIDE
CAP
BLIND FLANGE
CONCENTRIC REDUCER
ECCENTRIC REDUCER
SLEEVE
GUIDE
ANCHOR
FLOW DIRECTION
GRADE DOWNWARD
CONNECT TO EXISTING
COMPRESSED AIR
INSTRUMENT AIR
NATURAL GAS - LOW PRESSURE (<1 PSI)
NATURAL GAS - MED. PRESSURE (>1 PSI)
LIQUID PROPANE GAS
IRRIGATION WATER
GENERAL
DRAIN, WASTE, & VENTSYMBOL DESCRIPTION
GREASE WASTE
SOIL WASTE, OR SANITARY SEWER
VENT
STORM DRAIN
FORCED MAIN
ACID WASTE
ACID VENT
INDIRECT DRAIN
CLEANOUT
DOUBLE CLEANOUT
WALL CLEANOUT
END OF LINE CLEANOUT
VENT THRU ROOF
ROOF DRAIN
OVERFLOW DRAIN
FLOOR DRAIN
FLOOR SINK
HUB DRAIN
OPEN SITE DRAIN
GW
SD
FM
AW
AV
D
I
LP
MG
G
IA
A
. .
.
.
CO
DCO
WCO
CO
VTR
RD
OFD
FD
FS
HD
OSD
140°
SW
RO
DI
WH
HB
BALL VALVE
BUTTERFLY VALVE
GATE VALVE
GAS COCK
GLOBE VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
MOTORIZED 2-WAY CONTROL VALVE
THERMOSTATIC MIXING VALVE
SOLENOID VALVE
VALVE BOX
WATER METER
BACKFLOW PREVENTER
ANGLE VALE
BALANCING VALVE
UNION
STRAINER W/ BLOW DOWN
GAG PRESSURE REGULATOR
THERMOMETER
PRESSURE GAUGE W/ GAUGE COCK
PETE'S PLUG
PRESSURE SWITCH
FLOW SWITCH
VALVES & ACCESSORIESSYMBOL DESCRIPTION
M
M
S
M
MOTORIZED 3-WAY CONTROL VALVE
AQUASTAT
AUTO AIR VENT
TRAP PRIMER
VACUUM RELIEF VALVE
TEMPERATURE & PRESSURE RELIEF
PRESSURE RELIEF VALVE
FLEXIBLE CONNECTION
FS
PS
DOMESTIC COLD WATER LINE
DOMESTIC HOT WATER LINE
HOT WATER RETURN LINE
HOT WATER LINE W/ TEMP INDICATED
DOMESTIC WATERSYMBOL DESCRIPTION
SOFT WATER LINE
REVERSE OSMOSIS
DEIONIZED WATER
WALL HYDRANT
HOSE BIBB
CIRCULATING PUMP
FIRE PROTECTIONSYMBOL DESCRIPTION
FIRE MAIN
AUTO FIRE SPRINKLER
WET FIRE SPRINKLER ALARM ASSEMBLY RISER
DRY FIRE SPRINKLER ALARM ASSEMBLY RISER
FIRE PUMP TEST CONNECTION
SIAMESE FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
UPRIGHT SPRINKLER
PENDENT SPRINKLER
SIDEWALL SPRINKLER
FIRE HOSE CABINET
F
S
FHC
MEDICAL SERVICES
OXYGENO
SYMBOL DESCRIPTION
MEDICAL AIRA
MEDICAL VACUUMV
NITROGENN
NITROUS OXIDENO
WASTE ANESTHESIA GAS DISPOSALW
CO
LABORATORY AIRLA
LV
CARBON DIOXIDE
LABORATORY VACUUM
LABORATORY SERVICESSYMBOL DESCRIPTION
PLUMBING LEGEND
AAV
BFP
TP
PLUMBING ABBREVIATIONS
ABBREV DESCRIPTION
AAV ABV A/C AD AFC AFF AFG AHU ANSI AP APPROX ARCH ASPE ASME ASTM AUX AV AW AWWA
B BCU BFC BFF BFG BFP BHP BLDG BOD BOP BSMT BTU BV
CA CD CFH CI CIRC CL CLG CM CMU CO CONC COND CONN CONT CT CU CW
D DCO DCW DEG DF DHW DHWR DI DIA DN DS DSN DWG
EA ELEC ELEV EMERG ENT EQUIP EWC EWH EWT EX
F or °F FCU FD FF FG FHC FLEX FLG FLR FM FS FT
GAL GALV GC GEN GPH GPM GW GV
H HB HD HP HR HTR HVAC HW HWP HWR HWRP HZ
AUTOMATIC AIR VENT ASSEMBLYABOVEAIR CONDITIONEDACCESS DOORABOVE FINISHED CEILINGABOVE FINISHED FLOORABOVE FINISHED GRADEAIR HANDLING UNITAMERICAN NATIONAL STANDARD INSTITUTEACCESS PANELAPPROXIMATEARCHITECTURALAMERICAN SOCIETY OF PLUMBING ENGINEERSAMERICAN SOCIETY OF MECHANICAL ENGINEERSAMERICAN SOCIETY FOR TESTING MATERIALSAUXILIARYACID VENTACID WASTEAMERICAN SOCIETY FOR WORKS ASSOCIATION
BOILERBLOWER COIL UNITBELOW FINISHED CEILINGBELOW FINISHED FLOORBELOW FINISHED GRADEBACKFLOW PREVENTERBRAKE HORSEPOWERBUILDINGBOTTOM OF DUCTBOTTOM OF PIPEBASEMENTBRITISH THERMAL UNITBALL VALVE
COMPRESSED AIRCONDENSATE DRAIN LINE OR CONTROL DAMPERCUBIC FEET PER HOURCAST IRONCIRCULATINGCENTER LINECEILINGCONSTRUCTION MANAGERCONCRETE MASONRY UNITCLEANOUTCONCRETECONDENSATECONNECTIONCONTINUATIONCOOLING TOWERCOPPERDOMESTIC COLD WATER
DRAINDOUBLE CLEANOUTDOMESTIC COLD WATERDEGREESDRINKING FOUNTAINDOMESTIC HOT WATERDOMESTIC HOT WATER RETURNDEIONIZED WATERDIAMETERDOWNDOWNSPOUTDOWNSPOUT NOZZLEDRAWING
EACH OR EXHAUST AIRELECTRICALELEVATIONEMERGENCYENTERINGEQUIPMENTELECTRIC WATER COOLERELECTRIC WATER HEATERENTERING WATER TEMPERATUREEXISTING
DEGREES FAHRENHEITFAN COIL UNIT OR FURNACE & COIL UNITFLOOR DRAINFINISH FLOORFINISH GRADEFIRE HOSE CABINETFLEXIBLEFLANGEFLOORFACTORY MUTUALFLOOR SINK OR FLOW SWITCHFEET, FOOT
GALLONGALVANIZEDGENERAL CONTRACTORGENERATORGALLON PER HOURGALLON PER MINUTEGREASE WASTEGREASE VENT
HIGH, HEIGHTHOSE BIBBHEAD IN FEETHORSE POWER OR HEAT PUMPHOURHEATERHEATING / VENTILATING / AIR CONDITIONINGDOMESTIC HOT WATERHEATING WATER PUMPDOMESTIC HOT WATER RETURNHOT WATER RETICULATING PUMPHERTZ
ABBREV DESCRIPTION
ID IE IN INSUL IN WG
KW
L LAT LAV LB LIN FT LPG LRA
MA MAX MB MBH MECH MIN MS MTD MV
N N2O NA NC NG NIC NO NTS
O OA OC OD OFD OH
PD PRESS PRV PSIG PH PLUMB PNL PPM
QTY
RD RE REQ'D REV RM RO RPM PRV RTU
SCH SD SEC SECT SF SHT SQ SS STD STM SURF SUSP SW SYS
TEMP THL TLL TP TSP TSTAT TMV TYP
U UF UG UH UNO
V VB VEL VENT VERT VOL VTR
W W/ W/O WAGD WC WCO WH WG WT
Ø
INSIDE DIAMETERINVERT ELEVATION ( FLOW LINE)INCHESINSULATIONINCHES OF WATER
KILOWATT(S)
LONG, LENGTHLEAVING AIR TEMPERATURELAV OR LAVATORYPOUNDLINEAL FOOTLIQUID PROPANE GASLOCKED ROTOR AMPS
MEDICAL AIRMAXIMUMMOP BASINTHOUSAND BTU / HRMECHANICALMINIMUMMOTOR STARTERMOUNTEDMEDICAL VACUUM
NITROGENNITROUS OXIDENOT APPLICABLENORMALLY CLOSEDNATURAL GASNOT IN CONTRACTNORMALLY OPENNOT TO SCALE
OXYGENOUTSIDE AIRON CENTEROUTSIDE DIAMETEROVERFLOW DRAINOVERHEAD
PRESSURE DROPPRESSUREPRESSURE REDUCING VALVEPOUND PER SQUARE INCH. (GAUGE)PHASEPLUMBINGPANELPARTS PER MILLION
QUANTITY
ROOF DRAINREFERREQUIREDREVISED OR REVISIONSROOMREVERSE OSMOSISREVOLUTION PER MINUTEPOWER ROOF VENTILATORROOF TOP UNIT
SCHEDULESTORM DRAINSECONDSECTIONSQUARE FOOTSHEETSQUARESERVICE SINK OR STAINLESS STEELSTANDARDSTEAMSURFACESUSPEND OR SUSPENDEDSOFTENED WATERSYSTEM
TEMPERATURETEMPERATURE HIGH LIMITTEMPERATURE LOW LIMITTOTAL PRESSURETOTAL STATIC PRESSURETHERMOSTATTHERMOSTATIC MIXING VALVETYPICAL
URINALUNDERFLOORUNDERGROUNDUNIT HEATERUNLESS OTHERWISE NOTED
VOLT(S)VALVE BOX OR VACUUM BREAKERVELOCITYVENTILATEVERTICALVOLUMEVENT THRU ROOF
WASTE OR WIDE, WIDTHWITHWITHOUTWASTE ANESTHESIA GAS DISPOSALWATER CLOSETWALL CLEANOUTWATER HEATER OR WALL HYDRANTWATER GAUGEWEIGHT
DELTA
PHASE or ROUND
MARK
PLUMBING FIXTURE CONNECTION SCHEDULE
FIXTURE
WC
L
WATER CLOSET, FLUSH VALVE
LAVATORY
CW HW WASTE VENT
1-1/2"
1/2" 1/2"
----
2"
4"
1-1/2"
2"
CONNECTIONS
S SINK 1/2" 1/2" 2" 1-1/2"
MB MOP BASIN 1/2" 1/2" 3" 2"
WH WALL HYDRANT 3/4" --- --- ---
FD FLOOR DRAIN -------- 4" 2"
MARK
WATER HEATER SCHEDULE
EWH #16-1
TANK CAP.
20 GAL.
FUEL
ELEC.
INPUT
4.0 KW
RECOVERY GPH
18.0
EXAMPLE:
A.O. SMITH DEL-20
NOTE:
1. RECOVERY BASED ON 90 DEGREE TEMPERATURE RISE.
SHELF MOUNTED WATER HEATER PIPING DETAILNO SCALE
BALL VALVE (TYP.)
TO MOP BASIN
FULL SIZE RELIEF TODRAIN PAN
DRAIN PAN - 20 GAL. GALVANIZEDSHEET METAL W/ WATER
TIGHT WELDED SEAMS.
UNION (TYP.)
WALL
3/4" COLD WATER SUPPLY
3/4" HOT WATER SUPPLY
TEMP. & PRESSURERELIEF VALVE
SHELF 6' A.F.F. TO SUPPORTWEIGHT OF 650 LBS.
RISER DIAGRAMNO SCALE
WC
FD
MB
P1
WCO
4"
2" VTR
S
2"
WCO
2" VTR
L
2"
WCO
3/4"
2"2"
2"4"4"
4"
1/2"
1/2"
1-1/2"
1/2"
3"4"
2"
2"
1/2"
1/2"
TYPICAL TWO WAY CLEANOUT DETAILNO SCALE
CONCRETE SLAB
2" ABOVELANDSCAPEDGRADE
CAST IRON FERRULEWITHCOUNTERSUNK BRASSCLEANOUT PLUG
FLUSH W/GRADE
WIRE MESH REINF.
CLEANOUT STACK
24"X12"
FLOW
CHROME WALLCOVER & SCREW
TEE W/ CLEANOUT
WALL
FLOOR LINE
1/8" C.I. BEND
BALANCE OF PIPING SAMEAS CLEANOUT TO GRADE
MAY EXTEND ASWASTE OR VENT
WALLCLEANOUT DETAILNO SCALE
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
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to
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tc
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YR
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T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
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\paula
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\22160
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8/1
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016 5
:04:2
9 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
PLUMBING DETAILS &SCHEDULES
P0.1
JKS
DRA
08/11/16DWAYNE R. AGNEW
37645
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A PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETEAND OPERABLE PLUMBING SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED, ASREQUIRED BY ALL APPLICABLE CODES, AND PER MANUFACTURER'S DIRECTIONS.
B NO CUTTING SHALL BE DONE TO ANY OF THE STRUCTURAL MEMBERS THAT WOULD TENDTO LESSEN THEIR STRENGTH, UNLESS SPECIFIC PERMISSION IS GRANTED BY THEARCHITECT.
C ALL PIPING SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPINGAROUND OBSTRUCTIONS AND AS REQUIRED FOR SERVICE SHALL BE PROVIDED AT NOADDITIONAL COST TO THE OWNER.
D COORDINATE CONSTRUCTION OF ALL WORK WITH ARCHITECTURAL, CIVIL, STRUCTURAL,MECHANICAL, ELECTRICAL WORK, ETC., SHOWN ON ALL OTHER CONTRACT DOCUMENTDRAWINGS.
E ALL OPENINGS IN FIRE WALLS FOR DUCTWORK, PIPING, CONDUITS, ETC. SHALL BE FIRESTOPPED WITH A SPECIFIED PRODUCT SIMILAR TO 3M, OR APPROVED EQUAL.
F RUN ALL SOIL, WASTE, AND VENT PIPING WITH 1% MINIMUM GRADE UNLESS OTHERWISENOTED. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL ORWASTE PIPE BY GRAVITY.
G VERIFY & COORDINATE ALL FINAL EQUIPMENT SIZE AND CONNECTING SERVICES WITHACTUAL EQUIPMENT SUBMITTED AND APPROVED AND OWNER PROVIDED EQUIPMENT.
H PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCHES. REFERTO DRAWINGS FOR ADDITIONAL VALVE LOCATIONS.
I INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHERAPPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE.
J REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF FLOORDRAINS. GRATE SHALL BE FLUSH W/ ADJACENT FINISHED FLOOR SURFACE.
K PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE SYSTEMS AT ENDS OF RUNS,AT CHANGES IN DIRECTION GREATER THAN 45°, NEAR THE BASE OF STACKS, EVERY 100DEVELOPED FEET AND ELSEWHERE AS INDICATED. ALL CLEANOUTS SHALL BE FULL SIZEOF PIPE FOR PIPE 4" AND SMALLER AND SHALL BE 4" FOR PIPE SIZES LARGER THAN 4".
L PROVIDE ACCESS PANELS IN WALLS & CEILINGS TO ALLOW ADEQUATE ACCESS TOEQUIPMENT, VALVES, TRAPS, DAMPERS, CLEANOUTS, CONTROLS, ETC.
M PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO BOOSTERPUMPS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. FLEXIBLECONNECTIONS SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR ASINDICATED ON THE DRAWINGS.
N EXHAUST OUTLETS, GAS VENTS, AND PLUMBING VENTS SHALL TERMINATE A MINIMUM OF10' FROM FRESH AIR INTAKES OR 2' ABOVE HIGHEST POINT OF FRESH AIR INTAKESCLOSER THAN 10 FEET.
O COORDINATE WITH ELECTRICAL AS REQUIRED TO MAINTAIN 36" OF CLEAR SERVICE SPACEFOR 120V, 208V, AND 230V DEVICES AND 42" CLEAR SPACE FOR 480V DEVICES. THIS SHALLINCLUDE SWITCH GEAR, DISTRIBUTION PANELS, VFDS, STARTERS, DISCONNECTS, ETC.LOCATION OF THE SERVICE SPACE SHALL BE DETERMINED BY THE SPECIFIC
P COORDINATE WITH ELECTRICAL AS REQUIRED TO ROUTE NO DUCT OR PIPE DIRECTLYOVER DEVICES SUCH AS PANELBOARDS, MOTOR CONTROL CENTERS ANDSWITCHBOARDS UNLESS IT IS A MINIMUM OF 6' ABOVE THE TOP OF THE DEVICE, ORPROTECTION FROM DAMAGE FROM THE PIPE OR DUCT IS PROVIDED. THIS SHALL INCLUDENOT ONLY PROTECTION FROM LEAKS, BUT FROM BREAKAGE.
STORAGE
114
BAND
STORAGE
113
JANITOR
110
TOILET
111
MECHANICAL
112
OFFICE
106 OFFICE
107
OFFICE
108
IDF
109CORRIDOR
101
CORR.
100
1
FD
WCO
WC MB
S
2" VTR
2" VTR
ELECTRIC WATER HEATER EWH#16-1MOUNTED ABOVE MOP BASIN
1-1/2" C.W. DOWNIN CHASE W/ BALL
VALVE IN VERT.
WH
WH
FIRE DEPARTMENTCONNECTION
AUTOMATICSPRINKLERSYSTEM RISERW/ BACKFLOWPREVENTER.
6"
3/4"
4"
2"1/2"
1/2"
2"
4"
4" 3" 1/2"
1/2"1"
1/2"1/2"
4"
3/4"
WCO
LWCO
RE: CIVIL PLANFOR CONTINUATION
3/4"
1"
RISE UP TOATTIC SPACE
3/4"
RE: CIVIL PLANFOR CONTINUATION
3/4"
P
1
F
RE: CIVIL PLANFOR CONTINUATION
2"
2"
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
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ny
to
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ne
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wl
eticr
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tc
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C
OP
YR
IGH
T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
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ile R
16
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la.r
vt
8/1
1/2
016 5
:04:3
0 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
FLOOR PLAN -PLUMBING
P2.1
JKS
DRA
08/11/16DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INEE
R
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
SCALE: 1/4" = 1'-0"
FLOOR PLAN - PLUMBING
NORTH
ELECTRICAL LEGEND
ALPA-1
ALPA-1
ALPA-1
ALPA-1
ALPA-1
A1LPA-1
ALPA-1
ALPA-1
E
SS
E
LPA-1
LPA-1
LPA-1
LPA-1
LPA-1,3
30A
LPA-1
LPA-1GFI
LPA-1WP
LPA-1EWC
LPA-1
LPA-1
LPA-1
E
E
LPA-1
LPA-12
2
2
2
E
C
WP
C
DF
DF
WP
C
C
WP
Z
X
X
E
DESCRIPTIONSYMBOL
LIGHTING FIXTURE - TYPE & CIRCUIT NOTED
LIGHTING
LIGHTING FIXTURE WITH BATTERY BACK-UP - TYPE & CIRCUIT NOTED
LIGHTING FIXTURE - TYPE & CIRCUIT NOTED
WALL WASHER - TYPE & CIRCUIT NOTED
WALL MOUNTED LIGHTING FIXTURE - TYPE & CIRCUIT NOTED
CEILING MOUNTED EXIT SIGN - TYPE NOTED - DIRECTIONAL ARROWS INDICATED
WALL MOUNTED EXIT SIGN - TYPE NOTED - DIRECTIONAL ARROWS INDICATED
EMERGENCY LIGHTING FIXTURE - TYPE & CIRCUIT NOTED
FLOOD LIGHT - TYPE & CIRCUIT NOTED
POLE MOUNTED LIGHTING FIXTURE - TYPE & CIRCUIT NOTED
GROUND MOUNTED BOLLARD LIGHT - TYPE & CIRCUIT NOTED
LIGHTING FIXTURE WITH BATTERY BACKUP - TYPE & CIRCUIT NOTED
EXISTING LIGHT FIXTURE TO REMAIN
EXISTING LIGHT FIXTURE TO BE REMOVED
EXISTING LIGHT FIXTURE TO REMAIN
EXISTING LIGHT FIXTURE TO BE REMOVED
EXISTING EXIT LIGHT FIXTURE TO REMAIN
EXISTING EXIT LIGHT FIXTURE TO BE REMOVED
JUNCTION BOX
PULLBOX
MOTOR LOCATION
LIGHTING CONTACTOR
DISCONNECT SWITCH - CIRCUIT NOTED
COMBINATION MOTOR STARTER/DISCONNECT SWITCH - CIRCUIT NOTED
TIMECLOCK
DESCRIPTIONSYMBOL
POWER
THERMOSTAT LOCATION
SURFACE MOUNTED LIGHTING AND APPLIANCE PANELBOARD
FLUSH MOUNTED LIGHTING AND APPLIANCE PANELBOARD
PUSHBUTTON
START/STOP PUSHBUTTON
EXISTING JUNCTION BOX TO REMAIN
EXISTING JUNCTION BOX TO BE REMOVED
SPST WALL SWITCH
3-WAY WALL SWITCH
4-WAY WALL SWITCH
SPST WALL SWITCH WITH PILOT LIGHT
KEY OPERATED SPST WALL SWITCH
WALL MOUNTED DIMMER SWITCH
WALL MOUNTED OCCUPANCY SENSOR
DESCRIPTIONSYMBOL
WIRING DEVICES
WALL MOUNTED COMBINATION DIMMER/OCCUPANCY SENSOR
WALL MOUNTED VOLUME CONTROL SWITCH
CEILING MOUNTED OCCUPANCY SENSOR
DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W, GROUNDING - CIRCUIT NOTED
DUPLEX RECEPTACLE ON EMERGENCY POWER
RECEPTACLE - 125/250V, 3P, 3W - AMP RATING AND CIRCUIT NOTED
DOUBLE DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W, GROUNDING - CIRCUIT NOTED
DUPLEX RECEPTACLE WITH GFI - CIRCUIT NOTED
DUPLEX RECEPTACLE WITH WEATHER-PROOF COVER - CIRCUIT NOTED
DUPLEX RECEPTACLE WITH GFI SERVING ELECTRIC WATER COOLER - CIRCUIT NOTED
FLOOR MOUNTED DUPLEX RECEPTACLE - CIRCUIT NOTED
FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE - CIRCUIT NOTED
CEILING MOUNTED DUPLEX RECEPTACLE - CIRCUIT NOTED
OCCUPANCY SENSOR SWITCHPACK
EXISTING DUPLEX RECEPTACLE TO REMAIN
EXISTING DUPLEX RECEPTACLE TO BE REMOVED
EXISTING DOUBLE DUPLEX RECEPTACLE TO REMAIN
EXISTING DOUBLE DUPLEX RECEPTACLE TO BE REMOVED
EXISTING SPST WALL SWITCH TO REMAIN
EXISTING SPST WALL SWITCH TO BE REMOVED
POWER/COMMUNICATIONS POLE - CIRCUIT NOTED
SURFACE MOUNTED RACEWAY - DEVICES INDICATED
DESCRIPTIONSYMBOL
COMMUNICATIONS
WALL MOUNTED TELEPHONE DEVICE - NO. OF OUTLETS INDICATED
FLOOR MOUNTED TELEPHONE DEVICE - NO. OF OUTLETS INDICATED
WALL MOUNTED DATA DEVICE - NO. OF OUTLETS INDICATED
FLOOR MOUNTED DATA DEVICE - NO. OF OUTLETS INDICATED
WALL MOUNTED COMMUNICATIONS DEVICE - TWO OUTLETS
FLOOR MOUNTED COMMUNICATIONS DEVICE - TWO OUTLETS
EXISTING COMMUNICATIONS DEVICE TO REMAIN
EXISTING COMMUNICATIONS DEVICE TO BE REMOVED
CEILING MOUNTED DATA DEVICE
CEILING MOUNTED SPEAKER
CEILING MOUNTED COAXIAL SPEAKER
WALL MOUNTED SPEAKER
WALL MOUNTED WEATHER PROOF SPEAKER
WALL MOUNTED LOUD SPEAKER
WALL MOUNTED MICROPHONE OUTLET
FLOOR MOUNTED MICROPHONE OUTLET
PUBLIC ADDRESS CALL-IN BUTTON
WALL MOUNTED VIDEO/TV OUTLET LOCATION
CEILING MOUNTED VIDEO/TV OUTLET LOCATION
FLOOR MOUNTED VIDEO/TV OUTLET LOCATION
CEILING MOUNTED CLOCK
WALL MOUNTED CLOCK
CEILING MOUNTED DUAL FACE CLOCK
WALL MOUNTED DUAL FACE CLOCK
WALL MOUNTED BELL
WEATHERPROOF WALL MOUNTED BELL
FIRE ALARM PULL STATION
FIRE ALARM AUDIBLE ALARM/VISUAL STROBE
FIRE ALARM VISUAL STROBE
FIRE ALARM SMOKE DETECTOR
FIRE ALARM HEAT DETECTOR
FIRE ALARM DUCT MOUNTED SMOKE DETECTOR IN SUPPLY AIR DUCT
FIRE ALARM DOOR HOLD OPEN DEVICE
FIRE ALARM SPRINKLER FLOW SWITCH
FIRE ALARM SPRINKLER TAMPER SWITCH
EXISTING FIRE ALARM PULL STATION
CEILING MOUNTED FIRE ALARM AUDIBLE ALARM/VISUAL STROBE
FIRE ALARM DUCT MOUNTED SMOKE DETECTOR IN RETURN AIR DUCT
EXISTING FIRE ALARM AUDIBLE ALARM/VISUAL STROBE
EXISTING FIRE ALARM VISUAL STROBE
EXISTING FIRE ALARM PULL STATION TO BE REMOVED
EXISTING FIRE ALARM AUDIBLE ALARM/VISUAL STROBE TO BE REMOVED
EXISTING FIRE ALARM VISUAL STROBE TO BE REMOVED
CEILING MOUNTED FIRE ALARM VISUAL STROBE
EXISTING FIRE ALARM SMOKE DETECTOR
EXISTING FIRE ALARM SMOKE DETECTOR TO BE REMOVED
FIRE ALARM SMOKE DAMPER LOCATION
FIRE ALARM SPEAKER/VISUAL STROBE
CARD READER
MOTION DETECTOR
DOOR LOCK
DOOR/WINDOW ALARM MONITOR
SECURITY KEY PAD
GLASS BREAK DETECTOR
SECURITY CAMERA
EXTERIOR SECURITY CAMERA AND ENCLOSURE
DESCRIPTIONSYMBOL
SECURITY
DESCRIPTIONSYMBOL
FIRE ALARM
DESCRIPTIONSYMBOL
NURSE CALL
NURSE CALL PATIENT STATION
NURSE CALL EMERGENCY STATION
NURSE CALL STAFF STATION
NURSE CALL MASTER CONTROL STATION
NURSE CALL CODE BLUE STATION
NURSE CALL DOME LIGHT
NURSE CALL ZONE DOME LIGHT
RECEPTACLE - 250V, 4P, 4W - AMP RATING AND CIRCUIT NOTED
WALL MOUNTED LOW VOLTAGE SELECTOR SWITCH - NO. OF BUTTONS NOTED
ALPA-1
A1LPA-1
E
3
E
LPA-1,3,560A
J
P
T
T
FLOOR MOUNTED JUNCTION BOXJ
J
J
4
P
K
D
M
DM
V
LV
OS
SP
LPA-12
E
E
E
2
E
S
S
S
S
S
M
M
CB
V
V
V
C
C
C
C
B
B
F
F
F
S
F
F
S
H
S
R
SD
D
FS
TS
F
F
F
S
E
E
E
E
F
F
F
S
C
L
M
A
G
K
N
E
S
M
CB
D
D
OWNER FURNISHED CONTRACTOR INSTALLED
DIAMETER
DATA COLLECTION PANEL
DISTRIBUTION
DRAWINGS
DOWN
ELECTRIC DRINKING FOUNTAIN
EMPTY CONDUIT
EXHAUST FAN
EQUIPMENT
ELECTRIC WATER COOLER
EXHAUST
CENTRAL PROCESSING UNIT
CONDUCTOR
CIRCUIT
CLOSED CIRCUIT TELEVISION
CIRCUIT BREAKER
AMPERE(S)
ABOVE
ABOVE COUNTER
AIR CONDITIONING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AUTOMATIC TRANSFER SWITCH
AIR HANDLING UNIT
BELOW FINISHED FLOOR
BELOW FINISHED GRADE
BUILDING
CONDUIT
EXPLOSION PROOF
EXISTING
FIRE ALARM
FOOTCANDLES
FAN COIL UNIT
FLUORESCENT
FULL NEUTRAL
FEET, FOOT
GALVANIZED
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT INTERRUPTER
GROUND
GALVANIZED RIGID STEEL
HIGH INTENSITY DISCHARGE
HORSEPOWER
HAND OFF AUTOMATIC
HIGH PRESSURE SODIUM
HEATING/VENTILATING/AIR CONDITIONING
DIA
DCP
DIST
DWGS
DN
EDF
EC
EF
EQMT
EWC
EXH
CPU
COND
CKT
CCTV
CB
A
ABV
AC
A/C
AIC
AFF
AFG
ATS
AHU
BFF
BFG
BLDG
C
EXP
EXTG
F/A
FC
FCU
FLUOR
FN
FT
GALV
GFCI
GFI
GND
GRD
HID
HP
HOA
HPS
HVAC
HERTZHZ
MECHANICAL
MAIN DISTRIBUTION PANEL
MOUNTING HEIGHT
MAIN LUGS ONLY
MINIMUM
MERCURY VAPOR
MOUNTING
NON APPLICABLE
NORMALLY CLOSED
NON FUSED
NORMALLY OPEN
MOTOR CONTROL CENTER
MAXIMUM
MANHOLE
LOW PRESSURE SODIUM
POUND
INTERCOM
INSIDE DIAMETER
INTERMEDIATE STEEL CONDUIT
INCHES
INCANDESCENT
ISOLATED GROUND
JUNCTION BOX
KILOVOLT AMPERE
KILOVOLT
KILOVOLT AMPERE CAPACITIVE
KILOVOLT AMPERE REACTIVE
KILOWATT
KILOWATT HOUR
NIGHT LIGHT
ON CENTER
OVERHEAD
POLE
PUBLIC ADDRESS
PUSHBUTTON
PRIVATE BUILDING EXCHANGE
PULL CHAIN
PHOTOCELL
POWER DISTRIBUTION PANEL
PANELBOARD
POUNDS PER SQUARE INCH
POWER
SECURITY
SOLID NEUTRAL
MECH
MDP
MH
MLO
MIN
MV
MTG
NA
NC
NF
NO
MCC
MAX
M
LPS
LB
IC
ID
IMC
IN
INC
IG
JB
KVA
KV
KVAC
KVAR
KW
KWH
NL
OC
OFCI
OH
P
PA
PB
PBX
PC
P/C
PDP
PNL
PSI
PWR
S
SN
SQUARE FOOTSQFT
SWITCHSW
SWITCHBOARDSWBD
TIME CLOCKTC
TELEPHONETELE
THERMOSTATTSTAT
TELEVISIONTV
UNIT HEATERUH
UNLESS OTHERWISE NOTEDUON
UNDERGROUND PRIMARY ELECTRICUPE
VOLT(S)V
VAPOR PROOFVP
WIREW
WEATHERPROOFWP
TRANSFORMERXFMR
TRANSPONDERXPD
IMPEDANCEZ
ONE POLE1P
TWO POLE2P
THREE POLE3P
PHASEØ
WIRELESS ACCESS POINTWAP
ABBREVIATION DESCRIPTION
ELECTRICAL ABBREVIATIONS
ABBREVIATION DESCRIPTION
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
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T - R
hote
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Welle
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rchite
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PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
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8/1
1/2
016 5
:02:3
3 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
ELECTRICAL LEGEND& SCHEDULES
E0.1
PDJ
DRA
08/11/16DWAYNE R. AGNEW
37645
S
TAET
OF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
A PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE AND OPERABLE SYSTEMS ASINDICATED ON THE DRAWINGS, AS SPECIFIED, AS REQUIRED BY ALL APPLICABLE CODES, AND PER MANUFACTURER'SDIRECTIONS.
B NO CUTTING SHALL BE DONE TO ANY OF THE STRUCTURAL MEMBERS THAT WOULD TEND TO LESSEN THEIR STRENGTH,UNLESS SPECIFIC PERMISSION IS GRANTED BY THE ARCHITECT.
C SIZE AND LOCATION OF EXISTING EQUIPMENT, CONDUIT, WIRING, ETC. SHOWN FOR REFERENCE ONLY. FIELD VERIFY EXACTCONDITIONS PRIOR TO BID.
D REMOVE SLEEVES AND PATCH ALL WALLS, FLOORS, AND CEILINGS TO REMAIN WHERE CONDUIT AND/OR ELECTRICALEQUIPMENT HAS BEEN REMOVED. PATCHES IN RATED CONSTRUCTION SHALL MATCH EXISTING MATERIAL TO ENSURERATING INTEGRITY.
E COORDINATE DEMOLITION WITH GENERAL CONTRACTOR. OWNER SHALL HAVE FIRST RIGHTS TO ALL REMOVEDCOMPONENTS. THE REMAINING ITEMS SHALL BE COMPLETELY REMOVED BACK TO ACTIVE SERVICE LOCATION. REMOVE ALLASSOCIATED HANGERS, SUPPORTS, POWER, CONTROLS, ETC.
F PROVIDE SMOOTH CONCRETE FILL AND PATCH FOR ALL FLOOR MOUNTED OUTLETS BOXES AND FLOOR CHASES NOT BEINGREUSED FOR NEW CONSTRUCTION IS COMPLETE.
G COORDINATE CONSTRUCTION OF ALL WORK WITH ARCHITECTURAL, CIVIL, STRUCTURAL, PLUMBING, ELECTRICAL WORK,ETC., SHOWN ON ALL OTHER CONTRACT DOCUMENT DRAWINGS.
H ALL OPENINGS IN FIRE WALLS FOR BOXES, CONDUITS, ETC., SHALL BE FIRE STOPPED WITH A SPECIFIED PRODUCT SIMILARTO 3M, OR APPROVED EQUAL.
I PROVIDE UPDATED CIRCUIT DIRECTORIES FOR ALL EXISTING PANELBOARDS WHERE NEW CIRCUITS ARE ADDED OREXISTING CIRCUITS ARE DEMOLISHED.
J ALL CONDUCTORS SHALL BE INSTALLED IN RIGID METAL RACEWAY AS DESCRIBED IN THE SPECIFICATIONS. METAL CLAD,TYPE MC CABLE IS NOT AN ACCEPTABLE WIRING METHOD.
K PROVIDE DEDICATED NEUTRAL CONDUCTORS FOR ALL CIRCUITS REQUIRING A NEUTRAL CONNECTION. SHARING NEUTRALCONDUCTORS BETWEEN PHASES IS PROHIBITED.
L ALL OUTLET, DEVICE AND JUNCTION BOXES AND ASSOCIATED CONDUIT INDICATED IN NEW BLOCK WALLS SHALL BECONCEALED IN THE BLOCK WALL. SURFACE MOUNTED BOXES AND CONDUIT ARE NOT ACCEPTABLE AND WILL BE NOTEDFOR CORRECTION ON SITE INSPECTION PUNCH LISTS.
M FASTEN JUNCTION AND PULL BOXES TO OR SUPPORT FROM BUILDING STRUCTURE. DO NOT SUPPORT BOXES BY CONDUITS.
ELECTRICAL GENERAL NOTES
1 OR 2 GANG "BACK TO BACK" BOX DETAILNO SCALE
DRYWALL
DEVICE COVER(1 OR 2 GANGAS REQ'D.)
BOX SUPPORT -CADDY OR EQUAL
4" X 4" OUTLET BOX
CENTERLINEOF DEVICE
WALL STUD
BELOW SLAB CONDUIT DETAILNO SCALE
NOTE: THE ABOVE DETAIL SHALL APPLY WHEREVER PVC CONDUIT IS USEDUNDERGROUND OR BELOW FLOOR IN LIEU OF RIGID THREADED GALVANIZED CONDUIT.THE ELBOW SHALL BE RIGID GALVANIZED CONDUIT.
RIGID THREADEDGALVANIZED CONDUIT
FINISHED FLOOR
CONCRETE SLAB
SAND
CARLON PVC TYPE 40HEAVY WALL CONDUITWITH GROUND WIRE
GALVANIZED STEEL TOCARLON CONDUIT ADAPTER
12"
MIN
DIRECT BURIED CONDUIT DETAILNO SCALE
NOTE: THE ABOVE DETAIL SHALL APPLY WHEREVER PVC CONDUIT IS USEDUNDERGROUND OR BELOW FLOOR IN LIEU OF RIGID THREADED GALVANIZED CONDUIT.THE ELBOW SHALL BE RIGID GALVANIZED CONDUIT.
RIGID THREADEDGALVANIZED CONDUIT
GROUND LEVEL - GRADE
CARLON PVC TYPE 40HEAVY WALL CONDUITGALVANIZED STEEL
TO CARLON CONDUITADAPTER
12" WIDE PLASTICUNDERGROUND BURIALWARNING TAPE
8"
22"
CL
CEILING TEE BAR
DOWN LIGHT DETAILNO SCALE
INCANDESCENT AND/OR COMPACTFLUORESCENT DOWNLIGHT
CADDY NO. 520 OREQUAL SUSPENSION BAR
90 DEGREE CONNECTOR
EMTCONDUIT
J-BOX ATTACHED TOSTRUCTURE ABOVE
FLEX CONDUIT 6' MAXIMUM
CEILING TEE BAR
LIGHT FIXTURE
TEE BAR CLIP (4 PER FIXTURE)
TEE BAR LEFT OUT FOR CLARITY
LAY-IN LIGHT FIXTURE DETAILNO SCALE
DEDICATED LIGHT FIXTURE WHIP SUPPORTCABLE. CABLE SHALL BE ATTACHED TO
STRUCTURE ABOVE AND TO CEILING TEEBAR. THIS CABLE MAY NOT BE USED TO
SUPPORT CEILING ASSEMBLY.
CEILING ASSEMBLY SUPPORTCABLES. CABLES MAY NOT BEUSED TO SUPPORT LIGHTFIXTURE WHIP.
CONDUIT CLIP ATTACHED TOSUPPORT CABLE TO SECURE
LIGHT FIXTURE WHIP.PAINT CLIP YELLOW.
PANELBOARD IDENTIFICATION DETAILNO SCALE
NOTE: PROVIDE LABELING FOR NEW AND EXISTINGPANELBOARDS.
PANEL NAME
PHENOLIC NAMEPLATE WITH 1/4" LETTERSINSCRIBED AS INDICATED. PROVIDE WHITELABELS WITH BLACK LETTERS FOR NORMALSYSTEM PANELS AND RED LABELS WITH WHITELETTERS FOR ESSENTIAL SYSTEM PANELS.
WARNING:WARNING: POTENTIAL ARC FLASH HAZARD.APPROPRIATE PPE AND TOOLS
REQUIRED WHEN WORKINGON THIS EQUIPMENT.
PANEL "DPB"480/277 VOLTS 3 PHASENORMAL BRANCHFED BY SWITCHBOARD 'SBA'
PANEL VOLTAGE AND PHASEPOWER SYSTEM (HOSPITAL ONLY):
NORMAL BRANCHCRITICAL BRANCH
LIFE SAFETY BRANCHEQUIPMENT BRANCH
SOURCE OF POWER TO PANEL
WIRE COLOR CODES:PHASE A - NEUTRAL -PHASE B - GROUND -PHASE C -
A LEGEND OF THE WIRE COLOR CODES SHALL BEINSTALLED ON THE COVER OF EACHPANELBOARD. COLOR CODES SHALL COMPLYWITH NEC.
NEUTRAL BUS
MAIN BONDING JUMPER
BOND TO CABINET
MAIN SERVICEEQUIPMENT
NEUTRAL CONDUCTOR
INSULATED THROATGROUNDING BUSHING
(TYPICAL)
SERVICE ENTRANCE
EXOTHERMIC WELDCONNECTION THERMOWELD
#CR-1 WITH #M-8422 MOLDAND SIZE 32 CARTRIDGE
PVC COVER
3/4" x 10' COPPERCLAD STEEL GROUNDROD, INSTALL OUTSIDE BUILDINGEXPOSED TO RAINFALL
#6 CU IN 1/2" CONDUIT
EXOTHERMIC WELDCONNECTION
THERMOWELD #CS-6.VERIFY ADDITIONALREQUIREMENTS AT
JOBSITE
EXOTHERMIC WELDCONNECTION THERMOWELD
#CS-3. VERIFY ADDITIONALREQUIREMENTS AT JOBSITE
1/2" MINIMUM RE-BAR INCONCRETE FOOTING INDIRECT CONTACT WITHEARTH
EXOTHERMIC WELD CONNECTIONTHERMOWELD #CRE-2. VERIFYADDITIONAL REQUIREMENTS AT JOBSITE
EXOTHERMIC WELD CONNECTIONTHERMOWELD #CC-6. VERIFY ADDITIONALREQUIREMENTS AT JOBSITE
GROUNDINGELECTRODECONDUCTORORCONTINUOUSWITHOUT JOINTOR SPLICE
STRUCTURALSTEEL
STRUCTURALSTEEL
SERVICE GROUNDING DETAILNO SCALE
NOTE: INSTALL GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE NECARTICLE 250. BONDING JUMPERS SHALL BE THE SAME SIZE AS THE GROUNDINGCONDUCTORS.
WIRING DEVICE MOUNTING HEIGHTS - TYPICALNO SCALE
NOTE: VERIFY ALL HEIGHTS WITH ARCHITECT
FINISHED CEILING
CLOCK HANGER OUTLET
DIMMER SWITCH
WALL SWITCH
TELEPHONEOUTLET RECEPTACLE
THERMOSTATFIRE ALARM PULLSTATION
FIRE ALARM HORN/LIGHT
DATA TERMINALOUTLET
FINISHED FLOOR
LOWEST OF6' BELOWFINISHEDCEILING OR90" AFF
1'-0" BELOW FINISHEDCEILING. (MOUNT 8'-0" AFFFOR NO CEILING ORSLOPED CEILINGCONDITION)
1'-6"
AF
F
4'-0"
AF
F
1 5/8" SQUARE X 1/4"THICK PLATE AND TWOLOCKNUTS(TYPICAL 4 PLACES)
BUILDING STRUCTURE
1/2" DIA. GALV. THREADEDROD (TYPICAL 4 PLACES)
2" SQUARE X 1/4" THICKPLATE AND TWO LOCKNUTS(TYPICAL 4 PLACES)
RIBBED NEOPRENEPAD TYPE ISOLATOR(TYPICAL 4 PLACES)
TWO GALV. PRE-FAB STEEL CHANNEL STRUT.1 5/8" X 1 5/8" X 12 GA. WITH INTURNED EDGES(TYPICAL 2 PLACES)
BOLT UNIT ONTOCHAMFERED NUTHAVING HOLDINGSPRING AND GROOVES(TYPICAL 4 PLACES)
TRANSFORMER MOUNTING DETAILNO SCALE
ELECTRICAL PULLBOX DETAILNO SCALE
"DATA" ("POWER")
REMOVABLE COVER WITH HEXHEAD STAINLESS STEEL BOLTS
PLAN
SECTION
NOTE: ENCLOSURE EQUAL TO QUAZITE PG2424BG24WITH LOGO "DATA" ("POWER"), UL LISTED TO MEETANSI 77, TIER 15.
OPEN BOTTOM
GRAVEL
CONCRETE APRON
10"
6"
6"
12"
6"
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
eb
ny
to
he
ne
le
wl
eticr
ah
tc
s
C
OP
YR
IGH
T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
vt
8/1
1/2
016 5
:02:3
5 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
ELECTRICAL DETAILS
E0.2
PDJ
DRA
08/11/16DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
TYPE VOLTAGE MOUNTING MANUFACTURER MODEL NO. LAMPSDELIVERED
LUMENS INPUT WATTS NOTES
A 277 RECESSED FINELITE HPR LED-F-2X4-DDO-SO-3500K-277-SC-HPR C1/C3 LED 3260 37 VA
AE 277 RECESSED FINELITE HPR LED-F-2X4-DDO-SO-3500K-277-SC-HPR C1/C3-EL LED 3260 37 VA
B 277 COVE Q-TRAN IQ67-35-50-90-4.4-IQA-WIDE-BZ-CL-XX-QOM-DC-277-24VDC-1 LED 632 35 VA
C 277 CHAIN LITHONIA ZL2N-L48-2000LM-MDD-MVOLT-35K-80CRI-WH-HC36 LED 2092 34 VA
CE 277 CHAIN LITHONIA ZL2N-L48-2000LM-MDD-MVOLT-35K-80CRI-BSL722-WH-HC36 LED 2092 34 VA
D 277 RECESSED JUNO LIGHTING L4-15-35-U-G3/L400HW-C-Q-WH LED 1545 15 VA
X 120/277 SURFACE LITHONIA LRP-1-RC-120/277-EL N LED --- 5 VA
LIGHT FIXTURE SCHEDULE
AE EXTEND AN UNSWITCHED HOT LEG TO BATTERY TO PROVIDE CONTINUOUS OPERATION. FIXTURE SHALL BE UNSWITCHED AND SERVE AS EMERGENCYEGRESS AND NIGHT LIGHT.
B CONFIRM MOUNTING HEIGHT WITH ARCHITECT.
CE EXTEND AN UNSWITCHED HOT LEG TO BATTERY TO PROVIDE CONTINUOUS OPERATION. FIXTURE SHALL BE SWITCHED AND SERVE AS EMERGENCY EGRESSAND NIGHT LIGHT.
X COORDINATE CHEVRON PATTERN WITH LIGHTING PLAN.
LIGHT FIXTURE GENERAL NOTES
ELECTRICAL RISER DIAGRAMNO SCALE
F250
PANELL1
PANELH1
EXISTING MHSWBD INPERFORMING ARTS CENTER,3000A, 480/277V, 3 PH, 4W
INSTALL NEW 225A/3P CIRCUIT BREAKERIN AVAILABLE SPACE, 65 KAIC
600V, 400A/3P NF DISCONNECTSWITCH, NEMA 3R ENCLOSURE
F70 F125
#6 GR.
45 kVA TRANSFORMER 'T-L1'480V PRIMARY, 208/120V SECONDARY,3PH, 4W
F250
BRANCH CIRCUIT AND SERVICE CONDUCTOR SIZING SCHEDULE
12
EQUIPMENTGROUNDING
CONDUCTOR(S)(AWG/kcmil)
F20
BRANCH CIRCUIT/FEEDERIDENTIFICATION
OVERCURRENTDEVICE
20
PHASE AND NEUTRALCONDUCTORS
(AWG/kcmil)
1/2"12
CONDUIT
10F25 25 10
10F30 30
8F35 35
8F40 40
1/2"
1/2"
1"
1"
8F45 45 1"
8F50 50
6F60 60
4F70 70
4F80 80
1"
1"
1-1/4"
1-1/4"
2F90 90 1-1/4"
10
10
10
10
10
10
8
8
8
2F100 100 1-1/4"8
1/0F125 125 2"6
1/0F150 150 2"6
2/0F175 175 2"6
3/0F200 200 2"6
4/0F225 225 2-1/2"4
250 kcmilF250 250 2-1/2"4
350 kcmilF300 300 3"4
500 kcmilF350 350 4"2
(2) 3/0F400 400 (2) 2-1/2"(2) 2
(2) 4/0F450 450 (2) 2-1/2"(2) 2
(2) 250 kcmilF500 500 (2) 2-1/2"(2) 2
(2) 350 kcmilF600 600 (2) 3"(2) 1/0
(2) 500 kcmilF700 700 (2) 4"(2) 1/0
(3) 300 kcmilF800 800 (3) 3"(3) 1/0
(3) 400 kcmilF1000 1000 (3) 3"(3) 2/0
(4) 350 kcmilF1200 1200 (4) 3"(4) 3/0
(5) 400 kcmilF1600 1600 (5) 3"(5) 4/0
(6) 400 kcmilF2000 2000 (6) 3"(6) 250 kcmil
(7) 500 kcmilF2500 2500 (7) 4"(7) 350 kcmil
(8) 500 kcmilF3000 3000 (8) 4"(8) 400 kcmil
(11) 500 kcmilF4000 4000 (11) 4"(11) 500 kcmil
NOTES:
1. WHERE BRANCH CIRCUIT OR FEEDER IS NOT DESIGNATED ON THE DRAWINGS, BRANCH CIRCUITOR FEEDER SHALL BE SIZED TO MATCH THE OVERCURRENT DEVICE LISTED ABOVE.
2. GROUNDING ELECTRODE CONDUCTORS FOR SEPARATELY DERIVED SYSTEMS SHALL BE SELECTEDBASED ON THE SECONDARY FEEDER OVERCURRENT DEVICE RATING.
GROUNDINGELECTRODECONDUCTOR(AWG/kcmil)
---
8
8
6
6
4
4
2
2
2
1/0
1/0
---
---
---
---
---
8
8
8
8
1/0
1/0
2/0
2/0
2/0
3/0
3/0
3/0
3/0
3/0
3/0
3/0
TIMED CONTROL ZONESZONE ON EVENTAREA SERVED OFF EVENT
1 PHOTOCELLCOVE EXTERIOR LIGHTING TIME CLOCK
2 MANUAL ONCORRIDOR 100 / 101 TIME CLOCK
3 OPEN AREA
4 SPARE
5 SPARE
6 SPARE
NOTE: ASTRONOMICAL TIME CLOCK FUNCTION AND AUTOMATIC LIGHTINGSHUTOFF THROUGH NLIGHT GATEWAY, REFER TO LIGHTING PLAN.SCHEDULES SHALL BE DETERMINED WITH OWNER PRIOR TO INSTALLATION.
MANUAL ON TIME CLOCK
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
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PR
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PA
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432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
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Fa
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EP
Ce
ntr
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ile R
16
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8/1
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016 5
:02:3
7 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
ELECTRICAL RISERDIAGRAM
E0.3
PDJ
DRA
08/11/16
A VERIFY THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT AT THE SITE.
B WHERE FEEDER SIZES ARE NOT INDICATED, FEEDER SHALL MATCH THE ASSOCIATED OVERCURRENT PROTECTIVE DEVICEAS INDICATED ON THE BRANCH CIRCUIT AND SERVICE CONDUCTOR SIZING SCHEDULE.
GENERAL NOTES
DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
1. CIRCUITS SHALL BE PART OF ALTERNATE.
Notes:
Total Est. Demand: 57 A
RECEPTACLE 10300 VA 98.54% 10150 VA Total Conn.: 59 A
POWER 1000 VA 100.00% 1000 VA Total Est. Demand: 20506 VA
LIGHTING 1000 VA 100.00% 1000 VA Total Conn. Load: 20656 VA
HVAC 8356 VA 100.00% 8356 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 57 A 56 A 59 A
Total Load: 6870 VA 6719 VA 7067 VA
41 900 1 1 20 A RECEPTACLE OFFICE 102 42
39 720 1 1 20 A RECEPTACLE OFFICE 104 40
37 38
35 36
33 34
31 32
29 30
27 RECEPTACLES OFFICE 107 20 A 1 720 28
25 RECEPTACLES OFFICE 106 20 A 1 720 26
23 24
21 905 400 1 20 A QUAD IDF 109 22
19OMSS 1-16 15 A 2
905 2007 20
17 RECEPTACLES OFFICE 108 20 A 1 720 20072 25 A EWH #16-1
18
15 312 882 16
13HRU 1-16 20 A 2
312 8822 20 A IHP 3-16
14
11 RECEPTACLES BAND STORAGE 113 20 A 1 1280 400 1 20 A QUAD IDF 109 12
9 RECEPTACLES CORR. 100 20 A 1 720 1080 1 20 A RECEPTACLES STORAGE 114 10
7 LTG GATEWAY/BRIDGE MECHANICAL... 20 A 1 1000 400 1 20 A QUAD IDF 109 8
5 FIRE ALARM CONTROL PANEL 20 A 1 500 1260 1 20 A RECEPTACLES ROOMS 100, 101 6
3 QUAD IDF 109 20 A 1 400 580 1 20 A RECEPTACLES ROOMS 111, 112, 110 4
1 EF 1-16 20 A 1 144 500 1 20 A OHP CONTROL PANEL MECHANICAL 112 2
CKT Circuit Description Trip Poles Notes
A B C A B C
Notes Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating: 125A
Mounting: Surface Wires: 4 Mains Rating: 125A
Supply From: T-H1 Phases: 3 Mains Type: MCB
Volts: 120/208 Wye A.I.C. Rating: 10000
PANEL: "L1"
Notes:
Total Est. Demand: 73 A
RECEPTACLE 10300 VA 98.54% 10150 VA Total Conn.: 77 A
POWER 1000 VA 100.00% 1000 VA Total Est. Demand: 60496 VA
LIGHTING 2497 VA 100.00% 2497 VA Total Conn. Load: 60646 VA
HVAC 46849 VA 100.00% 46849 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 77 A 71 A 72 A
Total Load: 21196 VA 19550 VA 19898 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 5293 14
11 5293 2494 12
9
OHP 1-16 35 A 3
5293 2494 10
7 5044 2494
3 15 A CU 1-16
8
5 5044 7067 6
3
OAU 1-16 25 A 3
5044 6719 4
1 LIGHTING 20 A 1 1495 6870
3 70 A TRANSFORMER T-L1
2
CKT Circuit Description Trip Poles Notes
A B C A B C
Notes Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1
Mounting: Surface Wires: 4 Mains Rating: 225 A
Supply From: Phases: 3 Mains Type: MLO
Volts: 480/277 Wye A.I.C. Rating: 14000
PANEL: "H1"
SP
SP
SP
SP
SPOS OS
OS
OS
OS
SP
J
J
SP
SP SP SP
SPSP SP
SP
SP
31 542
A
B
STORAGE
114BANDSTORAGE
113
JANITOR
110TOILET
111
MECHANICAL
112
OFFICE
106
OFFICE
107
OFFICE
108
IDF
109
CORRIDOR
101
CORR.
100
AA
A A
AA
A A
OFFICE
105
OFFICE
104
OFFICE
103
OFFICE
102
H1 1 H1 1
H1 1 H1 1
H1 1 H1 1
H1 1 H1 1
MM
MM
SWITCH / SENSOR SCHEDULE
SYMBOL DESCRIPTIONMODEL NO.
ON/OFFNPODM-IV
WALL MOUNT DUAL TECHNOLOGY - SINGLE RELAY - VACANCYNWSX-PDT-SA-IV
NCM-PDT-10 DIGITAL CEILING MOUNT DUAL TECHNOLOGY - VACANCYOS
SP
$M
$A
NPP16 DIGITAL POWER PACK
CAT 5E CABLE
SWITCHLEG
MANUFACTURER
nLIGHT
nLIGHT
nLIGHT
nLIGHT
31 542
A
B
STORAGE
114BANDSTORAGE
113
JANITOR
110TOILET
111
MECHANICAL
112
OFFICE
106
OFFICE
107
OFFICE
108
IDF
109
CORRIDOR
101
CORR.
100
AAE
A
AE
A
A A
A A
A
AE
AA
A A
AA
A A
D
D
X
X
X
CC
C
C CE C CE C
C
CE
C
CE C
C C
B
B
CC
C C
XC
H1 1 H1 1
H1 1 H1 1
H1 1 H1 1
H1 1 H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1 H1 1
H1 1
H1 1
H1 1
H1 1H1 1H1 1
H1 1
H1 1 H1 1
H1 1 H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
H1 1
1
2
L1 7
TIMED ZONE 1
TIMEDZONE 2
A
A
M M M
M MM
M
AA
TIMEDZONE 3
REFER TO ALTERNATE PLAN, THISSHEET, FOR WORK IN THIS AREAUNDER BID ALTERNATE.
AA
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
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T - R
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Welle
n A
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cts
PR
OJE
CT
PA
TH
:
PLO
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E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
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la.r
vt
8/1
1/2
016 5
:02:3
9 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
FLOOR PLANS -LIGHTING
E2.1
PDJ
DRA
08/11/16
GENERAL NOTES
NOTES INDICATED BY " "
DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
A VERIFY THE EXACT LOCATION OF ALL LIGHT FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN.
B INSTALL A CONTINUOUS, NON-SWITCHED HOT CONNECTION TO ALL NEW EMERGENCY BALLASTS AND EXIT SIGNS.
C VERIFY THE EXACT MOUNTING HEIGHT OF ALL WALL MOUNTED LIGHT FIXTURES WITH THE ARCHITECTURAL ELEVATIONS.
1 NLIGHT BRG KIT ABOVE ACCESSIBLE CEILING TO PROVIDE ASTRONOMICAL TIME CLOCK AND AUTO OFF FUNCTION FOR TIMEDZONES. REFER TO TIMED ZONE SCHEDULE, SHEET 0.3. COORDINATE SCHEDULE WITH OWNER PRIOR TO STARTUPASSISTANCE.
2 NLIGHT GWY2 KIT.
SCALE: 1/8" = 1'-0"
FLOOR PLAN - LIGHTING - ALTERNATE
NORTH
NORTH
SCALE: 1/8" = 1'-0"
FLOOR PLAN - LIGHTING - BASE BID
J
J
31 542
A
B
STORAGE
114
BANDSTORAGE
113
JANITOR
110
TOILET
111
MECHANICAL
112
OFFICE
106
OFFICE
107
OFFICE
108
IDF
109
CORRIDOR
101
CORR.
100
42"GFI
48"GFI
42"GFI
WPGFI
L1 6
L1 6
L1 6
L1 11
L1 11
L1 11
L1 11
L1 11
L1 11
L1 10
L1 10
L1 10
L1 10
L1 10
L1 10
L1 4
L1 4 L1 11
L1 4
L1 12
L1 22L1 8
L1 3
L1 6
L1 17
L1 17
L1 17
L1 17
L1 27
L1 27
L1 27
L1 27L1 25
L1 25
L1 25
L1 25
L1 6
L1 6
L1 9
L1 9
L1 9
L1 9
L1 6
OHP 1-16CU 1-16OMSS 1-16
OAU 1-16
IMSS 1-16
EWH #16-1
IHP 5-16
HRU 2-16
IHP 3-16
IHP 2-16EF 1-16
HRU 1-16
IHP 1-16
IHP 4-16
L1 5
REFER TO ALTERNATE PLAN, THISSHEET, FOR WORK IN THIS AREAUNDER BID ALTERNATE.
L1
18,2
0
H1
3,5
,7
H1
8,1
0,1
2
L1 1
H1
9,1
1,1
3
L1 13,15L1 14,16
L1
19,2
1
PANEL 'L1'
PANEL 'H1'
SUSPENDEDTRANSFORMER 'T-L1'
J-BOX TO SERVE FIREALARM CONTROL PANEL
1
2
3
L1
2
4
P
P
5
6
7
31 542
A
B
STORAGE
114
BANDSTORAGE
113
JANITOR
110
TOILET
111
MECHANICAL
112
OFFICE
106
OFFICE
107
OFFICE
108
IDF
109
CORRIDOR
101
CORR.
100
OFFICE
105
OFFICE
104
OFFICE
103
OFFICE
102
L1 40
L1 9
L1 40
L1 40
L1 42
L1 42L1 9
L1 42
L1 42
L1 42
L1 9
L1 9
L1 6
L1 40
L1 6
L1 6
IHP 5-16
L1 14,16
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
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T - R
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Welle
n A
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cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
vt
8/1
1/2
016 5
:02:4
1 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
FLOOR PLAN - POWER& COMMUNICATIONS
E3.1
PDJ
DRA
08/11/16
GENERAL NOTES
DWAYNE R. AGNEW
37645
STA
ETOF TE
AX
S
PR
O
FESS IONAL ENG
INE
ER
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
A PROVIDE 3/4" CONDUIT TO 6" ABOVE CEILING OR TO THE STRUCTURE IN OPEN CEILING AREAS AT EACH COMMUNICATIONSDEVICE INDICATED.
B VERIFY ALL DEVICE MOUNTING HEIGHTS FOR DEVICES LOCATED IN MILLWORK WITH ARCHITECTURAL ELEVATIONS. FOR ALLDEVICES NOT INDICATED ON THE ARCHITECTURAL ELEVATIONS, VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITHTHE ARCHITECT PRIOR TO INSTALLATION.
C VERIFY THE EXACT LOCATION OF ALL FLOOR MOUNTED DEVICES WITH THE ARCHITECT AND/OR OWNER PRIOR TO ROUGH-ININSTALLATION.
D FOR CONDUIT ROUTING TO STORAGE FACILITY BUILDING, REFER TO EXISTING BUILDING FLOOR PLAN, A-2.0.
1 POWER AND CONTROL WIRING TO OMSS 1-16.
2 EXTEND POWER AND CONTROL WIRING TO IMSS 1-16. VERIFY QUANTITY AND SIZE OF EACH.
3 2 - 2 1/2" EMPTY CONDUIT WITH PULL STRING.
4 JUNCTION BOX TO SERVE 24V CONTROL POWER TO OHP 1-16 CONTROL PANEL. PROVIDE CONTROL TRANSFORMER WITHDISCONNECT AND OCP.
5 400A, DISCONNECT SWITCH
6 4-#250 KCMIL AND #4 GR. IN 2 1/2"C.
7 REFER TO CIVIL DRAWINGS FOR CONTINUATION.
SCALE: 1/8" = 1'-0"
FLOOR PLAN - POWER & COMMUNICATIONS - BASE BID
SCALE: 1/8" = 1'-0"
FLOOR PLAN - POWER & COMMUNICATIONS - ALTERNATE
NORTH
NORTH
NOTES INDICATED BY " "
F
FF
F
C
F
C
F
C
F
C
S
F
C
F
C
F
C F
C
F
C
F
C
FF
F
TS
TS
TS
FS
TS
31 542
A
B
STORAGE
114
BANDSTORAGE
113
JANITOR
110
TOILET
111MECHANICAL
112
OFFICE
106OFFICE
107
OFFICE
108
IDF
109
CORRIDOR
101
CORR.
100
RECESSED FIRE ALARMCONTROL PANEL
REFER TO ALTERNATE PLAN, THISSHEET, FOR WORK IN THIS AREAUNDER BID ALTERNATE.
WP
POST INDICATOR VALVE,RE: CIVIL DRAWINGS FOREXACT LOCATION
AGNEW ASSOCIATES, INC.MECHANICAL & ELECTRICAL CONSULTING ENGINEERS
LUBBOCK, TEXAS AUSTIN, TEXAS
PHONE: (806) 799-0753 PHONE: (512) 828-0753
FAX: (806) 799-2014 WWW.AGNEWASSOCIATES.COM FAX: (512) 310-0750
rrr
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ny
to
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wl
eticr
ah
tc
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YR
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T - R
hote
nberry
Welle
n A
rchite
cts
PR
OJE
CT
PA
TH
:
PLO
T D
AT
E :
432
.682
.1257
fax
432
.682
.1252
1102 W
est
Texa
s A
venue
Mid
land, T
exa
s 79701
SHEET NO.
CHECKED BY
DRAWN BY
DATE
REVISIONS
DRAWING TITLE
JOB NO.
" 1 "
AAI PROJECT NO. 2216050
C:\U
sers
\paula
jon
es\D
ocum
ents
\22160
50 U
TP
B P
AC
Sto
rage
Fa
cili
ty M
EP
Ce
ntr
al F
ile R
16
_P
au
la.r
vt
8/1
1/2
016 5
:02:4
2 P
M
Wagner
Noël P
.A.C
- S
tora
ge F
acili
ty
1310 N
FM
1788
Mid
land, T
X 7
9707
1312
FLOOR PLAN - FIREALARM
E4.1
PDJ
DRA
08/11/16
GENERAL NOTES
DWAYNE R. AGNEW
37645
ST
AET
OF TE
AX
S
PR
O
FESS IONAL ENG
INEE
R
R
EI S T EREG
D
8/11/168/11/168/11/168/11/16
A PROVIDE A COMPLETE AND OPERATIONAL FIRE ALARM SYSTEM AS INDICATED ON THE DRAWINGS AND AS DETAILED INSECTION 283111 OF THE SPECIFICATIONS. IT SHALL BE AN EXTENSION OF THE EXISTING EST FIRE ALARM SYSTEM IN THEPERFORMING ARTS CENTER.
B PROVIDE ALL FIRE ALARM WIRING IN 3/4" CONDUIT. PROVIDE COMPLETE CONDUIT LAYOUT WITH FIRE ALARM SUBMITTAL.
C PROVIDE 3/4" CONDUIT FROM EACH FIRE ALARM DEVICE TO 6" ABOVE THE CEILING IN RECESSED CEILING AREAS. IN OPENSTRUCTURE AREAS, INSTALL CONDUIT FROM EACH DEVICE TO ABOVE THE NEAREST RECESSED CEILING AREA. INSTALLPLENUM RATED FIRE ALARM WIRING FROM EACH DEVICE TO THE FIRE ALARM CONTROL PANEL. BUNDLE AND NEATLY ROUTEWIRING IN CEILING SPACE PERPENDICULAR AND PARALLEL TO WALLS.
D VERIFY THE EXACT LOCATION OF ALL SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES WITH MECHANICAL DRAWINGS.CONNECT ALL SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES TO THE FIRE ALARM CONTROL SYSTEM.
SCALE: 1/8" = 1'-0"
FLOOR PLAN - FIRE ALARM & EQUIPMENT - BASE BID
NORTH