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UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH
TO H
IGHE
STO
PERA
BLE
DEVI
CE
TYPICAL REACH RANGES
WALL MTD. DEVICE WALL MTD. DEVICE
COUNTER TOP
WALL MTD. DEVICEWALL MTD.DEVICE
OBSTRUCTED HIGH SIDE REACH
WALL MTD.DEVICE
FIXED OBJECT
WALL MTD.DEVICE
FIXED OBJECT
F.F.L. TO H
IGHE
STO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
COUNTER TOP
MIN
15" 48
" M
AX
SEE
ELEV
.
48" M
AX
SEE
ELEV
.
HIGH
EST
OPE
RABL
E DE
VICE
44" M
AX T
O
10" MAX34
" MAX
34" M
AX
46" M
AX
48" M
AX
48" M
AXM
IN
15"
MAX>20" - 25"
MAX
20" 10" MAX MAX>10" - 24"
ROOM REFERENCE SYMBOL:
2
A
COLUMN LINES:2 - CONSECUTIVE NUMBERS ARE USING FORCOLUMN LINES RUNNING NORTH & SOUTHA - CONSECUTIVE LETTERS ARE USED FORCOLUMN LINES RUNNING EAST & WESTNOTE: IF A COLUMN LINE IS ADDED, "SUB"NUMBERS/LETTERS ARE USED
2- FACE OF MASONRY OR FACE OF GIRDER
677.52 DATUM SYMBOL (ELEVATION MARK)677.52 - ELEVATION (FT)
REVISION SYMBOLUSED TO INDICATE SCOPE OF CURRENT REVISION
DOOR SYMBOL:-DOOR NUMBER 101-DOOR TYPE ASEE DOOR SCHEDULE AND FLOOR PLANS
WINDOW SYMBOL:-WINDOW TYPE ASEE EXTERIOR ELEVATIONS AND WINDOWSCHEDULE
LOUVER SYMBOL:-LOUVER TYPE L1SEE LOUVER SCHEDULE
WALL SYMBOL:-WALL TYPE 0GSEE PARTITION LEGEND
W1 BUILDING SECTION SYMBOL:SECTION 1 ON SHEET A101
WALL SECTION SYMBOL:SECTION 1 ON SHEET A101
ENLARGED DETAIL SYMBOL:DETAIL 1 ON SHEET A101
A101 3
EXTERIOR ELEVATION SYMBOL:ELEVATION 1 ON SHEET A101
INTERIOR ELEVATION SYMBOL:INTERIOR ELEVATION 3 ON SHEET A101
NORTH ARROW
FF&E:BY OTHERS
ANNOTATION SYMBOLS
2
TRUENORTH
SPECIALTY EQUIPMENT TAG:-SPECIALTY EQUIPMENT TYPE 2SEE SPECIALTY EQUIPMENT SCHEDULE
PLAN KEYNOTE TAG- NOTE NUMBER ASEE PLAN KEYNOTE SCHEDULE
1
A1012-- ROOM NAME1--: FLOOR NUMBER-- 01: SPACE NUMBER150 SF: NET SQUARE FOOTAGE
A
0G
L1
ROOM NAME101
101
A
1A1.01
1A1.01
1A1.01
1
FIRE EXTINGUISHER
TYPICAL MOUNTING HEIGHTS
3'-0"MIN
16"-18"
WATER CLOSET
FIRE EXTINGUISHERCABINET
TELEPHONE HOUSINGWHEELCHAIR
ACCESSIBLE (N.I.C.)
48" M
AX
TO H
IGHE
STO
PERA
BLE
DEVI
CE
WALL PHONE(N.I.C.)
INTERIOR SIGNAGE: LATCHSIDE OR NEARESTADJACENT WALL
MIN
1'-6
"30
" CNT
RTP .
3'-2
"
34" C
NTRT
P .
3'-6
"U.
N.O
.
4'-6
" MAX
ELECTRICAL DEVICES: ROTATEELECTRICAL COVER PLATES
HORIZONTAL IF COUNTERTOP ISABOVE 42" HIGH
2'-6
"
2'-1
0"
SANITARYNAPKIN
DISPOSAL
RECESSEDSANITARYNAPKIN
DISPOSAL
SANITARYNAPKIN
DISPENSER
3'-6
"
FLIP DOWNBABY CHANGE UNIT
TOWELBAR
SHOWERCURTAIN ROD
6'-8
"
33" -
36"
WATER CLOSETAFF
SEAT
17" -
19"
42" MIN
54" MIN
MAX12"
39" -
41"
MIN
1'-6
"
39" - 41" 2'-0"
URINAL
URINAL SCREEN(WHERE CCURS)
1'-1 1/2"MIN
12" MIN
MIN
2'-0"
59" MIN
5'-0"MIN
MIN
15"
LAVATORY OR VANITY SINK
OFFSETWASTE
ACCESSIBLESINK BOWL 61/2" DEEPCOUNTER
WHEREOCCURS
INSULATEEXPOSEDPIPING
6"MAX TOE
9"M
IN.
KNEE8" MIN
MIN
2'-5
"
1'-5" MIN DEPTH
MAX
2'-3
"
MAX
2'-1
0"
LAVATORY - WALL (TYPICAL H.C.)
INSULATE BOOT ONEXPOSED DRAINPIPE
ADA SHOWER
CONTROL WALL(CONTROLS)
CONTROLAREA
ENTRANCE SIDE
THERMOSTAT
48" M
AX
48" M
AX
SWITCH/ CARDREADER
ROOM SIGN
4'-0
" MIN
5'-0
" MAX
F.F.L.
F.F.L.
F.F.L.
F.F.L.
FIRE ALARMWITH STROBE
TO B
/ DEV
ICE
6'-8
" MIN
WALL MOUNTEDSOAP
DISPENSER
F.F.L.
CL
3'-2
"MIN
4'-0
"MAX
MAX.
1'-3"
18" MIN
9" MINCL
EQEQ
F.F.L.
3'-6
"
RECESSED PAPERTOWEL
DISPENSER &RECEPTACLE
F.F.L.
4'-6
"
MAX
1'-5
" MAX
2'-1
0"
2'-3
"
TO H
IGHE
STO
PERA
BLE
DEVI
CE
48" M
AX
TO H
IGHE
STO
PERA
BLE
DEVI
CE
48" M
AXTO
HIG
HEST
OPE
RABL
ECO
NTRO
L
TO H
IGHE
STO
PERA
BLE
CONT
ROL
TO H
IGHE
STO
PERA
BLE
DEVI
CE
48" M
AX T
OHI
GHES
TO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
FRO
M F
FL O
RGR
OUN
D SU
RFAC
ETO
BAS
ELIN
E O
FHI
GHES
T TA
CTILE
CHAR
ACTE
R
FRO
M F
FL O
RGR
OUN
D SU
RFAC
ETO
BAS
ELIN
E O
FLO
WES
T TA
CTILE
CHAR
ACTE
R
CENTERED ONTACTILECHARACTERS
F.F.L.
T.O
. PUL
L DO
WN
42 -
48" T
O
SEAT WALL
17"-1
9"
CONTROL WALL(BARS)
FOLDINGADA SEAT
ENTRANCE SIDE
33" -
36"
GRAB BARS
TO T
OP
OF
GRAS
PING
SUR
FACE
2'-1
0"M
IN T
O 3
6" M
AX
TWO-WALLTUB/SHOWERGRAB BAR
ROBE/ COATHOOK
4'-0
" MAX
MIRROR
3'-4
" MAX
TO B
OTT
OM
OF
REFL
ECTI
VESU
RFAC
E 40" M
IN -
48"
MAX
COAT RACKAND SHELF
TOILET SEATCOVER
DISPENSER
TO H
IGHE
STO
PERA
BLE
DEVI
CE
5'-6
"
BROOM/MOPHOLDER
E.W.C. (WC ACCESSIBLE)
TO S
POUT
36" M
AX
E.W.C. (STANDING PERSON)
TO S
POUT
38" -
43"
9" M
IN
PARTITION
33" -
36"
3" -
6" 18
" MIN
CONT
ROL
44" M
AXFL
USH
4'-0
"
SEMI RECESSEDPAPER TOWELRECEPTACLE
TO H
IGHE
STO
PERA
BLE
DEVI
CE
PAPER TOWELDISPENSER
TO H
IGHE
STO
PERA
BLE
DEVI
CE
18" M
IN
TOILET PAPERDISPENSER
RECESSED TOILETPAPER
DISPENSER/HOLDERZONE
18" M
IN
TOILET PAPERHOLDER
MIN
18" 48
" M
AX
42" MAX
36" MAX
12" M
IN (I
F M
OUN
TED
ABO
VE G
RAB
BAR)
12" M
IN (I
F M
OUN
TED
ABO
VE G
RAB
BAR)
BEL
OW
GR A
B BA
R )
1-1/
2" M
IN B
ELO
W B
AR(IF
MO
UNTE
D
BEL O
W G
RAB
BAR )
1-1/
2" M
IN B
ELO
W B
AR(IF
MO
UNTE
D
BAR
BAR
ABO
VE G
RAB
BAR )
48" M
AX (I
F M
OUN
TED
ABO
VE G
RAB
BAR )
48" M
AX (I
F M
OUN
TED
48" M
AX
48" M
AX
48" M
AX
48" M
AX
48" M
AX
48" M
AX
01. TYPICAL HEIGHTS: MOUNTING HEIGHTS INDICATED HEREIN ARE TYPICAL MOUNTINGHEIGHTS FOR DEVICE INDICATED. HOWEVER, MOUNTING HEIGHTS FOR PRODUCTS MAY VARYBY MANUFACTURER, AND THEREFORE THE GENERAL CONTRACTOR SHALL NOTIFY THEARCHITECT WHERE A DISCREPANCY EXISTS BETWEEN THE INDICATED MOUNTING HEIGHT ANDTHE MANUFACTURER RECOMMENDED MOUNTING HEIGHT, PRIOR TO INSTALLATION OF THEDEVICE.
02. THE GENERAL CONTRACTOR SHALL REFER TO FLOOR PLANS FOR LOCATIONS OFDEVICES SHOWN HEREIN.
03. ADA DEVICES: ALL DEVICES AND FIXTURES NOTED AS “ADA” OR “ACCESSIBLE” SHALLBE INSTALLED IN STRICT ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT ANDAPPLICABLE BUILDING CODES.
04. ELECTRICAL DEVICES: SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FORREQUIRED MOUNTING HEIGHT OF ELECTRICAL DEVICES AND FIXTURES. WHERE CONFLICTSEXIST BETWEEN MOUNTING HEIGHTS INDICATED HEREIN AND THE REQUIREMENTS OF THEELECTRICAL ENGINEER, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TOROUGH-IN.
05. MECHANICAL/PLUMBING DEVICES: SEE MECHANICAL AND PLUMBING DRAWINGS ANDSPECIFICATIONS FOR REQUIRED MOUNTING HEIGHT OF MECHANICAL AND PLUMBING DEVICESAND FIXTURES. WHERE CONFLICTS EXIST BETWEEN MOUNTING HEIGHTS INDICATED HEREINAND THE REQUIREMENTS OF THE MECHANICAL ENGINEER, THE GENERAL CONTRACTOR SHALLNOTIFY THE ARCHITECT PRIOR TO ROUGH-IN.
06. INSTALL ADA / ANSI COMPLIANT UNDER LAVATORY GUARDS ON ALL EXPOSED SINKPIPING.
07. CONTRACTOR MUST MAINTAIN ON THE JOB SIT A COPY OF THE CURRENT ADAAGSTANDARDS AND THE IBC CHAPTER 11 ACCESSIBILITY REQUIREMENTS.
MOUNTING HEIGHT NOTES
AREA OF WORK
AC acreACC accessibleACI American Concrete InstituteACT acoustical ceiling tileADD addendumAFF above finished floorALT alternateALUM aluminumAPPROX approximateARCH architect (ural)ADJ adjacent
B&B balled and burlappedB/B back to backBC base of curbBD boardBLDG buildingBLKG blockingBM benchmarkBOT bottomBRG bearingBSMT basementBUR built-up roofBOW bottom of wallB/W between
C channelCAB cabinetCAL caliperCB catch basinC/C center to centerCD core deckCF cubic footCI cast ironCIP cast iron pipeCJ construction or control jointCLG ceilingCLO closetCLR clear (ance)CMP corrugated metal pipeCMU concrete masonry unitCO clean outCOL columnCONC concreteCONN connectionCONST constructionCONT continuous or continueCOORD coordinateCPT carpet (ed)CS countersinkCSMU calcium silicate masonry unit
CT ceramic tileCW curtain wallCY cubic yard
D dryerDBL doubleDEM demolish or demolitionDET detailDH double hungDIA diameterDIAG diagonalDIM dimensionDIP ductile iron pipeDL dead loadDS downspoutDWG drawingDF drinking fountain
EA eachEF each faceEIFS exterior insulation
finish systemEJ expansion jointELEV elevation/elevatorELEC electric (al)ENGR engineerEOP edge of pavement
FOS face of studFR frame (ed), (ing)FRT fire retardant treatedFT foot/feetFTG footing
GA gaugeGALV galvanizedGHM galvanized hollow metalGI galvanized ironGWB gypsum wall boardGYP gypsum
H heightHC handicapHM hollow metalHORIZ horizontalHP high point/horse powerHSS hollow structural steelHVAC heating/ventilating/air
conditioningHW hardware
ID inside diameterIE invert elevationIJ isolation jointIN inch/inchesINSUL insulation
JAN janitor's closetJG joist girderJT joint
K thousandKIP 1000 #KJ key jointKSI 1000 # per sq in
LAM laminate (d)LF linear footL length, angleLAB laboratoryLAV lavatoryLH left handLL live loadLLH long leg horizontalLLV long leg verticalLP low point
LT GA light gaugeLT light
MATL materialMAX maximumMC miscellaneous channelMECH mechanicalMEZZ mezzanineMANUF manufacture (er)MH manholeMIN minimumMO masonry openingMULL mullion
NIC not in contractNO numberNOM nominalNTS not to scale
O/H overheadOC on center (s)OCC occupant (s)OD outside diameterOH opposite handOPG openingOPP opposite
REQ'D requiredRET retainingREV revision (s), revisedRH right handRJ recessed jointRM roomRO rough openingROW right of wayRTU roof top unit
SC sealed concreteSCHED scheduledSD storm drainSECT sectionSF storefrontSIM similarSPEC specification (s)SQ squareSS solid surfaceSST stainless steelSTD standardSTL steelSTOR storageSTRUCT structuralSY square yard
PJ precast jointPL property line, platePLAM plastic laminatePNT paint (ed)PREFAB prefabricatedPREFIN prefinishedPREMANUF premanufacturedPSF pounds per square footPSI pounds per square inchPT point/pressure treated/
point of tangencyPVC polyvinyl chloridePVMT pavementPWD plywood
QT quarry tile
RA return airRAD radiusRB rubber baseRCP reflected ceiling planRD roof drainREBAR reinforcement barREF refrigerator/ referenceREINF reinforce (d), (ing)
EOS edge of slabEQ equalEW each wayEWC electric water coolerEXH exhaustEXIST existingEXP exposedEXPN expansionEXT exterior
FBO furnished by othersFD floor drainFEC fire extinguisher and cabinetFFE finish floor elevationFHC fire hose and cabinetF/F face to faceFL floorFLG flangeFND foundationFO face ofFOB face of brickFOC face of concreteFOF face of finishFOM face of masonry
ABBREVIATIONS AND ACRONYMSW washer/width/wide flangeWB wood baseWC water closetWD woodWH water heaterWIN windowWP work point, waterproofingWT weightW/W wall to wallWWF welded wire fabricW/ withW/O without
TELE telephoneTERM terminationT&G tongue and grooveTH thick (ness)THK thick (ness)TO top ofTOC top of curbTOF top of footingTOJ top of joistTOS top of slab/top of steelTOW top of wallTYP typicalTZ terrazzo
UNO unless noted otherwise
VB vinyl baseVCT vinyl composition tileVERT verticalVWC vinyl wall covering
IN ORDER THE OMIT REPEATEDCONDITIONS, HATCH PATTERNS SHOWSSECTIONS TO BE OMITTED FROM MOCK-UP, THE MOCK-UP WALL SHOULD BESTACKED AND CONSTRUCTED AS ONEASSEMBLY.
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1 2 3 4 5 6 7 8 9 10 11 12
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6 8 :
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VICINITY MAP
LOCATION MAP
TRUENORTH
TRUENORTH
MOCK UP WALL
MOCK-UPCANDIDATES:
1) TYPICAL WALLWITH CAST STONEBASE, WITHWINDOW ANDRETURN TODIFFERENTHEIGHT BASE.2) WALL WITHTRANSITION TOCAP WALL(TOWER/GYMTOP) -WINDOW/SILL ATCAP.
4A
dden
dum
No.
49/
19/2
016
4
SCALE:MOCK-UP #1
SCALE:MOCK-UP #2
CANOPY NOT REQUIRED IN MOCK-UP, BUT SHOW ALL BLOCKING ANDANCHORAGE
DOOR AND TRANSOM ARE NOTREQUIRED IN MOCK-UP, BUTINCLUDE FRAME AT OPENING
CO
NS
TR
UC
TIO
N D
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VEST221
ELEC221B
STOR222CL
227
MECH221A
MECH/STOR231
MECH230
ALCOVE 11220L
ALCOVE 12220M
ALCOVE 13220N
SLEEPING
LOFT220
ALCOVE 10220K
ALCOVE 9220J
BATHROOM226 MECH
225C
LAUNDRY225B
LOCKER ROOM225
BATHROOM225A
JAN225D
ALCOVE 16220R
POLE ROOM223
ALCOVE 15220Q
ALCOVE 14220P
ALCOVE 1220A
ALCOVE 2220B
ALCOVE 3220C
ALCOVE 4220D
ALCOVE 5220E
ALCOVE 6220F
ALCOVE 7220G
ALCOVE 8220H
F G HD
2
3
4
E
1
CBA
TOWERSTAIR 1
A0.2
1.1
1.5
1.8
2.3
GFF-2E
GFF-2W
EUH-1
EF-231
VF-210B
VF-210A
EF-226
AD
20x20 WEATHERLOUVER WITH BIRDSCREEN
T
48x48 WITHAUTOMATICDAMPERUP THRU ROOFTO INTAKEHOOD
66x48 DOWNTO FIRST FLOORWITH FD ATFLOOR.
EF-225
18x18
16x16AD
10"Ø OSAUP
8"Ø UP TORELIEF HOOD
T
200S
300S120S
120S
180S
12x14
100SW/FD
120S
200R
4"Ø DRYER VENT UPTHRU ROOF TOGOOSENECK
30x30 UP THRU ROOFTO RELIEF HOOD
36x24
36x24
120S
170S
200E
200E
EF-225A
10x10
10x10
10x10 UP TORELIEF HOOD
10x10 UP TORELIEF HOOD
50E
EF-223
8"Ø UP TORELIEF HOOD
120S
1400R
100S
180S
185S
90S
95S
300S
100S
100S
100S100S
50S
1150R
250R
18x16
18x16
10x10
18x16
18x16
(2) R34x344000 CFM EA
8"ø
33
8x8
AD
10x12
1
2
3
4
5
12"Ø EXHAUST UP THRUROOF TO RELIEF CAP.
12"Ø EXHAUST DOWN.
8x8 DOWN
8x8 EXHAUST UP THRUROOF TO RELIEF CAP
(2)-8"Ø EXHAUSTDOWN TO FIRSTFLOOR WITH FD ATFLOOR. COMBINEINTO (1) 10"Ø UPTHRU ROOF TORELIEF CAP.
30x30
30x30
EWH-A
EWH-A
FD 6"Ø UP THRU ROOFTO RELIEF CAP
(2) 6"Ø UP THRUROOF TO RELIEFCAP
8x8 OSA TO RETURNWITH AUTOMATICDAMPER
ALL DUCT IN THIS AREA TO BEROUTED IN ATTIC SPACE.
50S
12x12 EXHAUST UP THRUROOF TO RELIEF CAP
120S
12x14
12x12 8x8
48x48
FD
MDMD
MD
MD
6"ø
14x14
C
6
6
6
VEF-215
36x36 EXHAUST LOUVER
36x36 INTAKE LOUVER
20x18
20x18
KEYED NOTES
1 4"Ø STOVE VENT DOWN TO FIRST FLOOR. WRAPWITH TWO (2) HOUR FIRE WRAP.
4"Ø STOVE VENT UP THRU FOOF TO RELIEF CAP.WRAP WITH TWO (2) HOUR FIRE WRAP.
6"Ø EXHAUST DOWN WITH FIRE DAMPER.
6"Ø OSA DOWN TO FIRST FLOOR
6"Ø OSA UP THRU ROOF TO INTAKE CAP
PROVIDE UNI-STRUT SUPPORTS AS REQUIRED.
ALL EXPOSED ROUND DUCT SHALL HAVE PAINTGRIP FINISH TO ACCEPT PAINT. COLOR BY ARCH.
2
3
4
5
6
74
H
GYM241
MECH242
STOR243
GFF-241
BRG28x362000 (LOW)
AD
48x48 WITHAUTOMATIC DAMPERUP THRU ROOF TOINTAKE HOOD
10"Ø OSA UPTHRU ROOFTO INTAKE CAP
T C
(2)-SR16x101000 EACH
7
22"Ø O.D.20"Ø I.D.
4
TOWERSTAIR 1
EF-TOW
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
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1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
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BHM160189/1
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CO
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SCALE: 1/8" = 1'-0"
HVAC - LEVEL 2 PLAN1SCALE: 1/8" = 1'-0"
HVAC - LEVEL 3 PLAN2
SCALE: 1/8" = 1'-0"
HVAC - LEVEL 4 PLAN3
No. 24747
W
AD
ES W
AR
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T E
B AAL
A A
MNSEECI D
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N E E RIGNE
PROFESSIONAL
08-31-16
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QR CONC
1. SPRINKLER PROTECTION
A. ALL OFFICE, WAITING AREAS, SLEEPING, EDUCATIONAL AREAS, CORRIDORS:
LIGHT HAZARD OVER HYDRAULICALLY MOST REMOTE 1500 SQ.FT.
B. MECHANICAL EQUIPMENT ROOMS, TRANSFORMER ROOMS, GENERAL PURPOSE
STORAGE LESS THAN 100 SQ. FT.: ORDINARY HAZARD, GROUP 1, 0.20 GPM OVER
HYDRAULICALLY MOST REMOTE 2000 SQ. FT.
C. SPD, PHARMACY, SOILED/CLEAN LINEN GENERAL STORAGE HEIGHT LIMIT LESS THAN 12FT,
LIMITED COMBUSTIBLES LESS THAN 25 GALLONS: ORDINARY GROUP 1 PER NFPA 13,
0.20 GPM PER 1500 SQ.FT.
2. ADD A SPRINKLER ALLOWANCE OF 250GPM FOR INSIDE AND OUTSIDE HOSE ALLOWANCE
TO THE SPRINKLER REQUIREMENTS AT DISTRIBUTION MAIN/RISER.
3. HYDRAULIC CALCULATION SHALL BE CALCULATED WITH 10% SAFETY FACTOR AND
OR A MINIMUM 10PSI SAFETY FACTOR OF SUPPLY CURVE.
4. FLOW DATA TO BE PROVIDED BY ENGINEER, RESPONSIBILITY OF CONTRACTOR.
1. PROVIDE A NFPA 13 COMPLIANT SYSTEM TO PROVIDE COVERAGE TO NEW WORK AREA.
CONTRACTOR RESPONSIBLE TO PROVIDE DETAILED SHOP DRAWINGS AND CALCULATIONS COMPLETE.
2. SHOP DRAWINGS SHALL INCLUDE:
A. A REFLECTED CEILING PLAN INDICATING LOCATION OF SPRINKLER HEADS, LIGHTS,
CEILING DEVICES, GRILLES, AUDIO VISUAL AND ANY DEVICES ATTACHED TO
LIFT OUT CEILINGS. ALL SPRINKLER HEADS IN LAYIN CEILINGS TO BE CENTERED IN TILES.B. PREPARE A WORKING PIPE SHOP DRAWING BASED ON HYDRAULIC CALCULATIONS.
THE PIPING DRAWINGS SHALL INDICATE THE ELEVATION OF THE PIPE, THE
CONFIGURATION OF THE PIPING AND HANGERS, SIZE OF THE PIPE AND COORDINATION OF PIPING WITH OTHER DISCIPLINES, STRUCTURE AND DUCTWORK.
C. HYDRAULIC CALCULATIONS ARE TO BE PREPARED USING A FLOW TEST WITHIN 90
DAYS.
D. THE CONTRACTOR IS RESPONSIBLE FOR INCORPORATING LOCAL AUTHORITY HAVING JURISDICTION COMMENTS FOR COMPLIANCE.
E. ALL ADDITIONAL MATERIALS TO BE INDICATED ON SHOP DRAWINGS.
F. ALL LOW-POINT DRAIN DOWN LOCATION AND PENETRATIONS OF BUILDING STRUCTURE TO BE INDICATED ON SHOP DRAWINGS.
3. CONTRACTOR SHALL BE LICENSED, CERTIFIED IN THE STATE IN WHICH THE WORK IS PREFORMED.
THE CONTRACTOR SHALL BE A NICET LEVEL III OR LEVEL IV OR FIRE SUPPRESSION SYSTEMS.
4. ALL ELECTRICAL FIRE ALARM REQUIREMENTS TO BE COORDINATED WITH THE ELECTRICAL.
THE FLOW AND TAMPER SWITCHES TO BE PROVIDED UNDER FIRE PROTECTION CONTRACT.
CONDUIT, ALARM WIRING AND PROGRAMMING THE RESPONSIBILITY OF THE FIRE ALARM CONTRACT AND SHALL BE COORDINATED WITH ELECTRICAL.
5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS WITHIN 60 DAYS PRIOR TO THE START OF THE
SPRINKLER SYSTEM INSTALLATION.
6. CONTRACTOR SHALL SUBMIT DRAWINGS TO PROJECT ARCHITECT AHJ, & ENGINEER FOR REVIEW
AND APPROVAL.
8. HYDRAULIC CALCULATIONS AND SPRINKLER SHOP DRAWINGS FOR THE BUILDING FIRE PROTECTION
MUST BE PREPARED UNDER THE SUPERVISION OF AN ENGINEER LICENSED IN THE STATE OF ALABAMA AND BEAR HIS/HER SEAL WITH SIGNATURE AND DATE.
DRAWING ARE DIAGRAMMATIC , THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND
HYDRAULIC CALCULATIONS IN COMPLIANCE WITH NFPA 13.
1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BID. CONTRACTOR SHALL VERIFY EXACT SIZE, LOCATION, ELEVATION OF EXISTING STRUCTURE,
CEILINGS, MECHANICAL, AND ELECTRICAL PRIOR TO INSTALLING ANY NEW PIPE.
2. CONTRACTOR SHALL COORDINATE ALL PIPE ROUTING TO AVOID CONFLICTS WITH ALL STRUCTURAL, ELECTRICAL AND MECHANICAL FEATURES OF THE BUILDING.
3. ALL HORIZONTAL PIPING IS RUN ABOVE THE CEILING OR IN JOIST SPACE. ALL PIPING
SHALL DRAIN DOWN AS REQUIRED BY NFPA 13.
4. INSTALL ALL FIRE PROTECTION MATERIALS IN AREAS WITH EXPOSED CEILINGS IN
A NEAT FIRST CLASS MANNER. ALL WORKMANSHIP SHALL BE IN ACCORDANCE
WITH INDUSTRY BEST PRACTICES. PIPING SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE UNLESS INDICATED OTHERWISE.
5. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING PROJECT ENGINEERS
FOR INSPECTIONS AND TESTING. PROVIDE A MINIMUM OF A WEEK NOTICE.
6. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR NEW WORK AREAS, CEILING
HEIGHTS, SECTIONS AND RATED WALLS.
7. CONTRACTOR RESPONSIBLE FOR COORDINATION OF PIPING WEIGHT AND LOCATION PRIOR TO INSTALLATION OF ANY PIPE.
8. PIPING LAYOUT AND SIZING SHOWN ON PLANS IS DIAGRAMMATIC AND SHOWN FOR
SPACE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR LAYOUT SHOP DRAWINGS, CALCULATIONS, SUBMITTAL DATA, TESTING , OWNER TRAINING AND CERTIFYING
SYSTEM MEETS NFPA 13 AND CONTRACT DOCUMENTS.
45
5'-0"
+/-
INSPECTOR TEST/DRAINDOWN. ACCESSIBLELOCATION.
EL. W. CORROSIONRESISTANT OUTLETEQUAL TO OUTLET TOSPRINKLER
CONCEALED SPRINKLER
CEILING
0-100 TEE WITHPRESSURE GAUGE
RELIEF VALVE
STEEL OR COPPER TUBE
1" SITE GLASS
5'-0"
+/-
Through Wall 2X1-0 (FieldAdjust) Galvanized to ExteriorDischarge Location
UL <> FM
ALL THREAD ROD
CLEVIS HANGER
HILTI HDI-PDROP-IN ANCHOR
UL <> FM
STEEL
TOP BEAM CLAMP
NUTS AND BOLTS AT TOPAND BOTTOM
12 GA.UNISTRUT
NO SCALE
LOW POINT DRAIN DOWN DETAIL
NO SCALE
INSPECTOR'S TEST CONNECTIONNO SCALE
DROP-IN DETAIL
NO SCALE
CENTER OF TILE FABRICATION AND INSTALLATION
ALL THREAD AND HANGER TOOF THE SAMEMANUFACTURER
ALL THREAD ROD
ALL THREAD, CLAMP ANDHANGER TO OF THE SAMEMANUFACTURER
ALL THREAD RODALL THREAD ROD
ALL THREAD ROD
CLEVIS HANGER
TOP BEAMCLAMP
NUTS AND BOLTSAT TOP ANDBOTTOM
STEEL
ALL THREAD, CLAMP ANDHANGER SHALL BE THE SAMEMANUFACTURER
NO SCALE
TRAPEZE HANGER DETAIL - UNISTRUT
CLEVIS HANGER
STEEL
TOP BEAM CLAMP
SIGNAGE
ESCUTCHEON
INSPECTOR TEST/DRAINDOWN. ACCESSIBLELOCATION.
REFER TO ARCHITECTURAL PLANS FOR COMPLIANCE NFPA 101
TYPE OF CONSTRUCTION: REFER TO ARCH
OCCUPANCY: I-2 REFERENCE ARCHITECTURAL
LIGHT HAZARD, ORDINARY HAZARD GROUP 1 (PER NFPA)
COMMODITY: GENERAL STORAGE, STORAGE LESS THAN 12FT
CLASS 1-4 COMMODITIES, LIMITED COMBUSTIBLES
APPLICABLE CODES AND STANDARDS: (REFERENCE ARCHITECTURAL SECTION)
INTERNATIONAL BUILDING CODE (IBC)
INTERNATIONAL FIRE CODE (IFC)
INTERNATIONAL PLUMBING CODE (IPC)
NATIONAL ELECTRIC CODE (NEC)
NATIONAL ENERGY CODE 2007 ASHRAE STANDARD
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, 14, 21, 70, 1O1
INSURANCE UNDERWRITER REQUIREMENTS
REFERENCE DRAWINGS FOR
HEAD TYPE
9. ALL DRY PIPE SYSTEM PIPING SHALL BE GALVANIZED PIPE, SLOPED TO DRAIN DOWN.
6"
NO SCALE
REDUCING FLANGE
ROD BOTH SIDES
MAKES FINAL TIE-IN
BE REMOVED WHEN FPC
6" DUCTILEIRON PIPE
RETAINING GLAND
M.J. QTR BEND
TEMP. M.J. PLUG TO
WITH WATER RESISTANT 100%
BETWEEN PIPE AND SLAB. FILL
PROVIDE SLEEVED ISOLATION GAP
SILICON CAULK.
THRUST BLOCK
BUTTERFLYVALVE WITH
TAMPER SWITCH
TAMPER SWITCH MONITOREDBY BLDG ALARM SYSTEM
FLOW SWITCHMONITORED BY BLDG
ALARM SYSTEM
SPARE HEAD CAB, PERNFPA 13
ZONE 1
SUPERVISED VALVE FOR ISOLATIONTAMPER SWITCH MONITORED
BLDG ALARM SYSTEM
FLOW SWITCH MONITORED BY
ALARM VALVE W/ VARIABLEPRESSURE & WATER MOTOR
GONG TRIM
WATER MOTORALARM GONGMOUNTED TO
EXTERIOR WALL
ALL SIZING BYCONTRACTOR HYDRAULIC
CACULATIONS
2" MAIN DRAIN PIPED TOEXTERIOR
CHROME FDC SEE CIVILFOR LOCATION
COORDINATE WITH AHJ
GRADE
ENTRY
7. CONTRACTOR SHALL COORDINATE WITH CITY OF CULLMAN FOR INSPECTIONS. NICET LEVEL III
DESIGNER REQUIRED TO DO PROGRESSIVE INSPECTIONS ALL LEVELS.
NO SCALE
FIRE SERVICE ENTRY
FIRE PROTECTION CONTRACTOR RESPONSIBLE FOR PROVIDING
FIRE PROTECTION LEGENDS, SCHEDULES AND DETAILS
1. PIPE LESS THAN 2 1/2" IN EQUIPMENT ROOMS MUST BE TRANSVERSLEY BRACED ON A MAXIMUM OF 15' CENTERS.
2. CONTRACTOR SHALL PROVIDE SIESMIC BRACING FOR CATEGORY D FOR MECHANICAL PIPING, INCLUDING PLUMBING AND FIRE PROTECTION.
3. CONTRACTOR SHALL SUBMIT DRAWING FROM SEISMIC RESTRAINT MANUFACTURER DETAILING HANGER TYPES AND LOCATIONS. DRAWING SHALL BE SEALED AND INSPECTED BY A PROFESSIONAL ENGINEER EMPLOYED BY THE SEISMIC RESTRAINT MANUFACTURER.
4. RIGID BRACING ONLY AS SPECIFIED IN SPECIFICATION SECTION 230593 WILL BE ALLOWED. SEISMIC ROPE SYSTEMS WILL NOT BE ALLOWED.
5. INSTALL BRACING PER MANUFACTURERS INSTRUCTIONS.
SEISMIC NOTESFIRE PROTECTION LEGEND
FIRE PROTECTION HYDRAULIC DEMANDS
FIRE PROTECTION SHOP DRAWINGS AND SUBMITTALSFIRE PROTECTION GENERAL NOTES
FIRE PROTECTION FLOW DATA
FIRE PROTECTION DESIGN ANALYSIS
FIRE PROTECTION DESIGN CODES AND STANDARDS
INTUMESCENT FIRESTOP SEALANT.
STRUCTURAL STEEL SQUARE TUBING
SHELTER EXTERIOR
SHELTER INTERIOR
SIZED TO ACCOMMENDATE PIPING.
STEEL PLATE SAME WIDTH AS
TUBING. WELD TO TUBING.
WELD SEAM AFTER
PIPING IS INSTALLED.
(MIN. 1/4" THICK) (MIN. 1/4" THICK)
PROVIDE TRAPEZE SUPPORT AT
END OF TUBING. USE UNISTRUT
AND 1/2" THREADED RODS.
6" WIDE X 1/4" THICK PLATE
(EACH SIDE OF TUBING)
NOTE:
1. PROVIDE ALL WELDED CONSTRUCTION.
1/2" ANCHOR BOLTS
(EACH SIDE OF TUBING)PIPING WITH INSULATION.
CONTINUOUS WELD, TOP
AND BOTTOM TO TUBING.
INTUMESCENT FIRESTOP SEALANT.
(WITH TAMPER SWITCH)
FLOW SWITCH
BALL VALVE
FIRE MAIN (F) F F
CONNECT TO EXISTING, FIELD
COORDINATE WITH ELECTRICAL
FIRE ALARM SIGNAL TO BUILDING ALARM PANELFS
COORDINATE WITH ELECTRICAL
FIRE ALARM SIGNAL TO BUILDING ALARM PANELTS
PIPE DOWN
PIPE UP
VERIFY EXACT LOCATION, SIZE AND INVERT
GALLONS PER MINUTEGPM
POUNDS PER SQUARE INCHPSI
STATIC PRESSURE: 90PSI
RESIDUAL PRESSURE: 20 PSI
OUTLET COEFFICIENT: 0.9
OUTLET SIZE: 2.5 INCHES
HYDRANT FLOW: 750 GPM
HYDRANT NUMBER:
INFORMATION PROVIDED BY AHJ
CURRENT FLOW TEST .
OS&Y VALVE
QUICK RESPONSE, CONCEALED HEAD WITH FLUSH COVERPLATE
QUICK RESPONSE, DRY PENDENT
QUICK RESPONSE, CONCEALED DRY SIDEWALL
QUICK RESPONSE, PENDENT
QUICK RESPONSE, UPRIGHT PENDENT WITH GUARD
ARCH TO SELECT COLORS ON ALL HEADS
CONTRACTOR TO PROVIDE CONCEALED HEADS IN ALL AREAS WITH CEILINGS.
FS TS
QR DRY
QR DRD
QR PEND
QR UPR
DETAIL of 2" OR GREATER PIPING PENETRATION
THRU A STORM SHELTER PERIMETER WALL/ROOF
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
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CS
No. 24747
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4
APPARATUS
BAYS210
ADMIN ENTRY
LOBBY100
OFFICE
MANAGER101
CORRIDOR100A
CONFERENCE
ROOM104
FIRE CHIEF102
FIRE MARSHAL106
INSPECTOR108
EMS OFFICER110
MEDICAL
SUPPLY
STORAGE112
POLICE
SUBSTATION114 TRAINING
EQUIPMENT
STOR112A
BREAK ROOM111
MEN'S
RESTROOM109
TRAINING
OFFICER107
TRAINING
ROOM116
MECH116C
WC116B
ADA WC116A
ELEC116D
FIRST AID116E
STOR116F
TECH116G
DECON211
MAINTENANCE
BAY215
MAINTENANCE
STOR ROOM214
ELEC213
STAIRSTAIR 3
WC209A
MECH209C
WC205
WORKSTATIONS204
STOR209B
STATION
HOUSE LOBBY201
STATION CAPT
OFFICE202
TOWERSTAIR 1
DAY ROOM203
FILE STOR101A
MEN'S
RESTROOM105A
MEN'S
LOCKERS105
MECH115
ELEC113
WOMEN'S
LOCKERS103
COVEREDPATIO
CORRIDOR100C
CORRIDOR100B
POLICE WC114A
JAN206A
STOR206B
MECH/STOR200A
GEAR ROOM208
VEST207
CORRIDOR200
STATION
HOUSESTAIR 2
JAN111A
F G HD
2
3
4
E
KITCHEN206
1
CBA
TANK STOR212
MECH213A
A0.2A0.1
1.1
1.5
1.8
2.3
FIRE SERVICEENTRY. FDC ATVAULT
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QR CONCQR CONC QR CONC QR CONC
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QR UPR
QR UPR
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QR DSD
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QR PEN
QR PEN
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QR UPR
FFFFFF
FF
FF
F
FIRE MAIN DNEXPOSED
FIREMAIN DN
FF
F
COORDINATE WITH CIVIL TOPROVIDE 6" FIRE SERVICE
6"ø
IN JOISTSPACE
INCEILINGSPACE
PROVIDE SIDEWALLCOVERAGE
FF
FIRE UP
IN JOISTSPACE
PROVIDE SINGLEPENETRATION WITH18" JOINT EACH SIDE
FIREMAIN
QR CONCQR CONC
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COORDINATECOVERAGEWITH DOORS
COORDINATECOVERAGE WITHDOORS ANDMECHANICALHEATERS
AT TOP OF POLEROOM
PROVIDE SHELTERPENETRATION ONINSIDE OF SHELTERWALL ( SEE DETAIL).
IN STORAGE 206B
QR CONC
IN JOISTSPACE
IN CEILINGSPACE
FS
TS
QR
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
1 1s
t A
ven
ue
S, S
uit
e 1
00
|
B
irm
ing
ham
, AL
35
233
205
.879
.44
62
|
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l G
MC
NE
TW
OR
K.C
OM
dra
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by:
ISS
UE
D
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che
cke
d b
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ee
to
f
GO
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WY
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IL
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CA
WO
OD
A
B
C
D
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G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
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F
G
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BHM160189/1
9/2
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1:5
5:3
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SCALE: 1/8" = 1'-0"
FIRE PROTECTION - LEVEL 1 PLAN1
(GENERAL) DRAWINGS ARE DIAGRAMATIC IN NATURE AND MAY NOT REPRESENTEXACT CONDITIONS REQUIRED FOR INSTALLATION OF FIRE PROTECTION SYSTEMSCONRTACTOR SHALL COORDINATE ALL NEW WORK WITH ARCHITECTURAL PLANS ASWELL AS OTHER TRADES PRIOR TO FABRICATION OR INSTALLATION OF FIREPROTECTION SYSTEMS FOR EQUIPMENT. FURNISH AND INSTALL ALL OFFSETS ORTRANSITIONS AS REQUIRED FOR COMPLETION.
FIRE PROTECTION CONTRACTOR SHALL COORDINATE EXACT LOCATION OF FIREPROTECTION SYSTEM WITH ARCHITECTURAL PLANS, MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS, CIVIL AND STRUCTURAL SYSTEMS.
FIRE PROTECTION SYSTEM CONTRACTOR SHALL COORDINATE FIRE SPRINKLERSYSTEM WITH DUCTWORK, ELECTRICAL, AND STRUCTURAL. SPACE ABOVE CEILING ISLIMITED AND CAREFUL COORDINATION WITH OTHER TRADES IS REQUIRED.
FIRE PROTECTION SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE.COORDINATE EXACT LOCATION OF ALL RATED OPENINGS WITH ARCHITECTURALPLANS.
1.
2.
3.
4.
DRAWING NOTES
No. 24747
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WALL MTD.; TEMPERED HW
REMARKS
FLOOR MTD.; FLUSH VALVE
WATER CLOSET - ADA COMPLIANT
PLUMBING FIXTURE CONNECTION SCHEDULE
P-9
P-8
P-10
LAVATORY - ADA COMPLIANT
FIXTURE
OPEN NUMBER
P-6
P-1
MARK
1-1/4" 1/2"
4"
WASTE CW
1"
1/2"
-
HW
-
REMARKSMANUFACTURER - MODELMARK STORAGETYPE
WATER HEATER SCHEDULE
1/2" S/S1/2"
P-11
SINK 1-1/2"
GENERAL NOTES
1" FLOOR MTD.; FLUSH VALVE-
WATER CLOSET
P-2 4"
WALL MTD.; TEMPERED HW; MT. RIM 34" AFF
LAVATORY - STAND
P-7A
1-1/4" 1/2" 1/2"
1/2" ISLAND1/2"
P-13
SINK
P-14
1/2" 1/2"
P-15
WASHER 2"
P-16
- ROUGH & CONNECT1/2"
P-3
DISHWASHER -
P-4
1/2" SS I COMP ON LEGS, "A" DRAINBOARDS
P-12
LAUNDRY TUB
P-20
P-5
P-21
SINGLE WALL MTD.; MT. LOWER SPOUT 36" AFF - ADA
WATER COOLER 1-1/2" 1/2" -
10 GAL.ELEC.LOCHINVAR JRJ10KS 208V; 1 PHASE; 4.5 KW
WH-1 100 GAL.NAT. GASLOCHINVAR AWN-199-100-DF9
WH-S1LOCATIONS OF UTILITIES SHOWN ON PLANS ARE APPROXIMATE, VERIFY
OF ALL EXISTING SERVICES PRIOR TO INSTALLING ANY NEW PIPE.
CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND ELEVATION
WHICH SHOWN UNLESS OTHERWISE NOTED.
CEILING ON PLAN WHICH SHOWN UNLESS ONLESS OTHERWISE NOTED.
WHEREVER DISSIMILAR METALS ARE CONNECTED ON WATER LINES, A
ALL HORIZONTAL SANITARY PIPING IS RUN BELOW FLOOR ON PLAN
ALL HORIZONTAL GAS, AIR, WATER AND VENT PIPING SHALL BE RUN ABOVE
IN 18"x18"x6" THICK CONCRETE PAD. (J.R. SMITH 4258 OR EQUAL.)ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE AND EMBEDDED
MECHANICAL, AND ELECTRICAL FEATURES OF BUILDING.COORDINATE ALL PIPE ROUTING TO AVOID CONFLICTS WITH STRUSTURAL,
ENDS SO THAT NO JOINTS OCCUR BELOW FLOOR.ALL WATER PIPING BELOW SLAB ON GRADE SHALL BE BENT UP AT
FINISH GRADE OR FINISH FLOOR UNLESS OTHERWISE NOTED.
ALL WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED 24" ABOVE
ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE LOCATED
ON THE INTERIOR SIDE OF THE EXTERIOR WALL INSULATION.
WITH LOCAL UTILITY PRIOR TO BIDDING.
NO VENT THRU ROOF IS TO BE LOCATED WITHIN 10 FEET OF
ANY BUILDING AIR INTAKES, PER CODE. COORDINATE WITH MECHANICAL
AND GENERAL CONTRACTORS.
DIELECTRIC UNION SHALL BE USED.
SHALL BE INSTALLED BELOW CEILING INSULATION.
DOMESTIC WATER PIPING LOCATED ABOVE THE CEILING,12.
10.
11.
9.
8.
7.
5.
6.
3.
4.
2.
1.
TRAPS, PRIMERS, INSTALLED IN ACCORDANCE WITH CODE AND LOCAL AUTHORITY.
ALL FIXTURES DIRECTLY CONNECTING TO SANITARY SEWER SHALL HAVE13.
SIZE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
PROVIDE SHOCK ARRESTORS AT ALL PLUMBING DROPS.14.
RECIRC PUMP/HP/EL- BLDG
-
RCP-B, 2/5HP
NAT. GASLOCHINVAR AWN-199-100-DF9
RCP MODEL NUMBER (ARMSTRONG) MOUNTING
FLOOR
FLOOR
SHELF-
E-24B 199CFH, 2 HTRS, 2 STORAGE
-
APPROVED EQUAL. PROVIDE START/STOP CONTACT FOR CONNECTION TO BMCS.
NOTE: PROVIDE B&G MODEL TC-1 AUTOMATIC TIMER AND AQ-3/4 AQUASTAT COMBINATION OR
P-22
P-23
SINGLE SKID
2 HTRSWITH 2TANKS
NOTE
COMMERCIAL: WITH SA; QUICK CONNECTS
ALL WETTED MATERIAL TO MEET FEDERAL LEAD FREE GUIDELINES.
THERMOSTATIC MIXER
80
INPUT
CFH
GAS EQUIPMENT SCHEDULE
SYMBOL
GFH-1 65
GFH-2
GFH-3
GFF-111
GFF-203
100 GAL.
P-7
SINGLE WALL MTD.; MT
WATER COOLER - ADA COMPLIANT 1-1/2" 1/2" -
1/2" FLOOR STANDING-ICEMAKER FS
1/2" SINGLE BOWL; S/S1/2"SINK BREAKROOM 1-1/2"
WALL MTD.; FLUSH VALVE, ADAURINAL - ADA COMPLIANT 3" 1" -
1/2" 1/2"SHOWER 2" BASIN WITH SHOWER CONTROLS
1/2" 1/2"
1/2" 1/2"SHOWER - ADA 2" BASIN WITH SHOWER CONTROLS - ADA
1/2" INTEGRAL SINGLE BOWL; INTERCEPTOR , FAUCET1/2"SINK 1-1/2"
P-24
1/2" 1/2"WASH MACH BOX 2" RESIDENTIAL
1-1/2"
1/2"1-1/2"
60
80
100
65
65
40
INLET
PRESS
OUTLET
PRESS
7"WC
REMARKS
REGULATOR
2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECT
PLUMBING SCHEDULES
1. PIPE LESS THAN 2 1/2" IN EQUIPMENT ROOMS MUST BE TRANSVERSLEY BRACED ON A MAXIMUM OF 15' CENTERS.
2. CONTRACTOR SHALL PROVIDE SIESMIC BRACING FOR CATEGORY D FOR MECHANICAL PIPING, INCLUDING PLUMBING AND FIRE PROTECTION.
3. CONTRACTOR SHALL SUBMIT DRAWING FROM SEISMIC RESTRAINT MANUFACTURER DETAILING HANGER TYPES AND LOCATIONS. DRAWING SHALL BE SEALED AND INSPECTED BY A PROFESSIONAL ENGINEER EMPLOYED BY THE SEISMIC RESTRAINT MANUFACTURER.
4. RIGID BRACING ONLY AS SPECIFIED IN SPECIFICATION SECTION 230593 WILL BE ALLOWED. SEISMIC ROPE SYSTEMS WILL NOT BE ALLOWED.
5. INSTALL BRACING PER MANUFACTURERS INSTRUCTIONS.
SEISMIC NOTES
WH-2
PLUMBING LEGEND
PIPE TURNING DOWN
PIPE TURNING UP
DOMESTIC HOT WATER RETURN - 120° F
UNION
TEE UP
TEE DOWN
EMERGENCY ROOF DRAIN
GAS LINE
VENT
DOMESTIC COLD WATER
DOMESTIC HOT WATER SUPPLY - 120° F
HOSE BIBB
WATER HAMMER ARRESTOR
HOT WATER SUPPLY - 140° F
SOIL, WASTE OR SANITARY SEWER
CLEANOUT - WALL TYPE
FLOOR DRAIN
BALL VALVE
BALANCE VALVE
ROOF DRAIN
P-TRAP
SHOWER DRAIN
CLEANOUT - PLUG TYPE
CLEANOUT - EXTERIOR
CAP ON END OF PIPE
BALL VALVE
CHECK VALVE
PLUMBING FIXTURE NUMBER
RISER NUMBER
GAS VALVE
PRESSURE REDUCING VALVE
TYPICAL
VENT STACK
BELOW FINISHED FLOOR
ABOVE
WASTE STACK
VENT THROUGH ROOF
HOT WATER RETURN
HOT WATER
GALLONS PER MINUTE
ABOVE FINISHED FLOOR
BACKFLOW PREVENTER
GALLONS PER HOUR
AFF
BFP
BFF
GPH
GPM
HW
HWR
TYP
VS
VTR
WS
ABV
WALL HYDRANT
120
140
ERD
HB
PLUMBING SPECIALTIES LEGEND
ACCESS PANELAP
FIXT. DESCRIPTION
WALL HYDRANT FREEZE PROOFWH
INTERIOR HOSE BIBBHB
FLOOR DRAINFD
TRAP PRIMERTP
NO.REMARKS
INSTALL DEEP SEAL TRAPSQUARE GRATE
INSTALL DEEP DEAL TRAP SEDIMENT WITH TRAP INSERT
RECESSED MOUNTED
SURFACE MOUNTED
PROSEAL ACCEPTABLE EQUAL
FLUSH TO WALL
CONDENSATE BOXCBPROVIDE OX BOX WITH TRAPPRIMER AND CONDENSATE FUNNEL
ROOF DRAINRD PROVIDE WITH CASTE IRON BODY, INSULATE, WITH DECK CLAMP
EMERGENCY ROOF DRAINERD
WHA
WH
P-#
FCO
WCO
RD
#
SPECIFICATIONS
JR SMITH 2005- P050 FLOOR DRAIN, COATED, CAST IRON BODYWITH BOTTOM OUTLET,TRAP PRIMER INSERT, MEMBRANECLAMP, ADJUSTABLE COLLAR, WITH SQUARE POLISHEDNICKLE-BRONZE GRATE.
JR SMITH 5609-QT NON-FREEZE NICKLE-BRONZE PLATED,QUARTER TURN S.S. BOX WITH HINGED LOCKING DOOR.
WOODFORD B26-CH, FLUSH MOUNTED WALL BOX, 3/4" HOSETHREADS AND VAC. BREAKER BACKFLOW PREVENTER, WHEELHANDLE.
J.R. SMITH QUAD CLOSE
ACORN 8292 ACCESS DOOR, TYPE 304 S.S., 10-1/2" X 8-1/4"OVERALL WITH CYLINDER LOCK AND KEYS.
SIOUX CHIEF OX BOX WITH FUNNEL FOR CONDENSATE.LOUVERED FRONT.
JR SMITH 1011-AL WITH 3" DAM. UNDERDECK CLAMP,STAINLESS STEEL GRAVEL GUARD. INSULATE BODY ANDPIPING.
JR SMITH 1011-AL WITH SUMP RECEIVER. UNDER DECKCLAMP, STAINLESS STEEL GRAVEL GUARD. INSULATE BODY,AND PIPING TO BELOW GRADE.
EMERGENCY ROOF DRAINERD
G GAS EQUIPMENT CONNECT
MEDIUM DUTY FLOOR DRAINMFD BUCKET SQUARE GRATE
JR SMITH 2230 MECHANICAL FLOOR DRAIN COATED CAST IRONBODY WITH BOTTOM OUTLET BUCKET 1/2" TRAP PRIMER,MEMBRANE CLAMP, ADJUSTABLE COLLAR, WITH SQUAREPOLISHED NICKLE-BRONZE GRATE.
P-17
P-18
P-19
P-25
RANGE GAS 120CFH, APPLIANCE BOX---
GFF-101
GFF-106
GFF-2W
GFF-2E
GFF-241
80
110
A AIR LINE
A AIR OUTLET/ DROP
1/2" 1/2"JANITOR'S RECEPTOR 1-1/2" -
GFH-4 65 7"WC2PSI ROUGH AND CONNECT
GFH-5 65 7"WC2PSI ROUGH AND CONNECT
GFH-6 65 7"WC2PSI ROUGH AND CONNECT
SINK DECON
HOSE REEL (AIR)
AIR
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3/4" - - - -
1/2" 1/2"1-1/2" SS DOUBLE BOWL, LESS DIVIDER
GFH-7 65 7"WC2PSI ROUGH AND CONNECT
GFH-8 65 7"WC2PSI ROUGH AND CONNECT
OW OIL WASTE LINE
GFF-110 100 7"WC2PSI ROUGH AND CONNECT
7"WC2PSI ROUGH AND CONNECTGFF-206 80
TMV-B
G
FD
SD
TRENCH DRAINTD
SD SHOWER DRAININSTALL DEEP SEAL TRAPSQUARE GRATE
JR SMITH 2005- P050 FLOOR DRAIN, COATED, CAST IRON BODYWITH BOTTOM OUTLET, MEMBRANE CLAMP, ADJUSTABLECOLLAR, WITH SQUARE POLISHED NICKLE-BRONZE GRATE.
LAVATORY COUNTER MOUNTED1-1/4" 1/2" 1/2"-
SEE SPECIFICATIONS
---
J.R. SMITH ENVIROFLO 9930M CHANNELS WITH HEAVY DUTY H-20DUCTILE IRON GATE AND EDGE. PROVIDE SLOPING TO CATCH BASIN#9935 WITH STAINLESS STEEL BUCKET. CHEM CAULK 900 ALL JOINTS.GRATE TO BE PAINTED BLACK. ZURN EQUAL.
2" BASIN WITH SHOWER CONTROLS - ADASHOWER - ADA
REFRIGERATOR PROVIDE REFRIGERATOR BOX--- 1/2"
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
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WO
OD
A
B
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D
E
F
G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
J
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9/2
016
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7:3
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C #
A
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00
26
8/3
1/2
016
CO
NT
RA
CT
DO
CS
No. 24747
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AD
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A A
MNSEECI D
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N E E RIGNE
PROFESSIONAL
08-31-16
4A
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4
APPARATUS
BAYS210
ADMIN ENTRY
LOBBY100
OFFICE
MANAGER101
CORRIDOR100A
CONFERENCE
ROOM104
FIRE CHIEF102
FIRE MARSHAL106
INSPECTOR108
EMS OFFICER110
MEDICAL
SUPPLY
STORAGE112
POLICE
SUBSTATION114 TRAINING
EQUIPMENT
STOR112A
BREAK ROOM111
MEN'S
RESTROOM109
TRAINING
OFFICER107
TRAINING
ROOM116
MECH116C
WC116B
ADA WC116A
ELEC116D
FIRST AID116E
STOR116F
TECH116G
DECON211
MAINTENANCE
BAY215
MAINTENANCE
STOR ROOM214
ELEC213
STAIRSTAIR 3
WC209A
MECH209C
WC205
WORKSTATIONS204
STOR209B
STATION
HOUSE LOBBY201
STATION CAPT
OFFICE202
TOWERSTAIR 1
DAY ROOM203
FILE STOR101A
MEN'S
RESTROOM105A
MEN'S
LOCKERS105
MECH115
ELEC113
WOMEN'S
LOCKERS103
COVEREDPATIO
CORRIDOR100C
CORRIDOR100B
POLICE WC114A
JAN206A
STOR206B
MECH/STOR200A
GEAR ROOM208
VEST207
CORRIDOR200
STATION
HOUSESTAIR 2
JAN111A
F G HD
2
3
4
E
KITCHEN206
1
CBA
TANK STOR212
MECH213A
A0.2A0.1
1.1
1.5
1.8
2.3
P-5 P-2
P-6
P-1WH-S1 ONSHELF
P-11
P-2P-4P-6P-5
P-7
P-7A
P-17
P-5
P-2
P-13
P-6P-5
P-2 P-1
P-4
P-2
P-5
P-15
P-8
P-12
P-23
P-6
P-5
P-2
P-7P-7A
P-2
P-5
WH-1 WH-2
FD
FD
FD
FD
MFD
FD
FD FD
FD
OW
TRENCH
TRENCH
4"ø
CATCHBASIN (TYP)
4"VSTR
4"ø 4"ø
OW
4"ø
4"ø4"ø
4"ø4"ø4"ø
4"ø
4"ø
4"ø
3" VS UP
4"ø
4"ø 4"ø
3" WS
MFD
PROVIDEISLANDVENTING
ST-2
ST-1
4"ø
4"ø
3"ø
4"ø
4"ø
4"ø
3"ø
4"ø
4"ø
3"ø
2" WS& VS
3"ø
MFD
4"ø
MFD
MFD
3"ø
3"ø
R4
R3
R2
R1
R5
R6
R7
R8
R9
R10
MFD
4"ø
WH-2
WH-1
3" WS UP
MFD
MFD
3"ø
2"ø2"ø
2"ø 3"ø
4"ø
4" VSTR
4"ø
2"ø
2"ø
3" VSTR
3" VSTR
2"ø
3"ø
3"ø
2" BELOWGRADE
3" VS2" VS
2"ø2"ø
MFD
CO
COORDINATE WITHCIVIL TO PROVIDE 4"SANITARY WASTE
4"VS
2" VENTUP
2" VENT BELOWGRADE
COCO
4"ø
4"ø
3" WS,2" VS
2"ø
4"ø
P-17
2"ø 3"ø
4"ø
3" WS 2" WS UP
CO
OW
OW
OW
OW
CO
2"ø
R14
P-18
COORDINATE WITH CIVIL TOPROVIDE 4" SANITARYINVERT -51.55 BFF
3"ø
4" SS UP
WCO
4"ø
4"ø
4"ø
2"ø
3" WS,2" VS
3"ø
2" VS UP
MFD
OIL INTERCEPTORSEE DETAIL
HIGH LEVELALARM
PROVIDE CONDUIT FORALARM WIRING
4"ø
4"ø4"ø
4" WS
S
COORDINATE WITHCIVIL TO PROVIDE6" STORM AT 18"BELOW FF
P-14
4"
CBCBCBCB
CB
CB CB CB
INVERT -36.5 BFFINVERT-42.75 BFF
IN JOISTSPACE
4"ø
3"ø
6" RL UP
6" STORM
4"ø
4" WS, 2" VS
4" WS, 2" VS
4"ø2"ø
3"ø 3"ø
SD
SD
SD
3"øFLOOR ELEVATION IS1" BELOW MAIN LEVEL
P-20P-9
FS
3"ø2"ø
3" VS UP
1
1
4" V
MFD W/BUCKETS
4" V
OW
MFD W/BUCKETS
MFD W/BUCKETS
MFD W/BUCKETS
WCO
P-23
P-23
4" WCO
S
WCO
WCO
4" VSTR
4"ø
4"ø
IN JOIST SPACE
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
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ISS
UE
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to
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GO
OD
WY
NM
IL
LS
CA
WO
OD
A
B
C
D
E
F
G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
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F
G
H
J
K
BHM160189/1
9/2
016
1:0
7:4
7 P
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ES
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C #
A
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M15
00
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1/2
016
CO
NT
RA
CT
DO
CS
SCALE: 1/8" = 1'-0"
PLUMBING - LEVEL 1 - NON-PRESSURE PIPING PLAN1
DRAWING NOTES
(GENERAL) DRAWINGS ARE DIAGRAMATIC IN NATURE AND MAY NOT REPRESENT EXACTCONDITIONS REQUIRED FOR INSTALLATION OF PLUMBING SYSTEMS CONTRACTORSHALL COORDINATE ALL NEW WORK WITH ARCHITECTURAL PLANS AS WELL AS OTHERTRADES PRIOR TO FABRICATION OR INSTALLATION OF PLUMBING SYSTEMS OREQUIPMENT. FURNISH AND INSTALL ALL OFFSETS OR TRANSITIONS AS REQUIRED FORCOMPLETION OF WORK.
PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF PLUMBINGSYSTEM WITH ARCHITECTURAL PLANS, MECHANICAL SYSTEMS, FIRE PROTECTIONSYSTEMS ELECTRICAL SYSTEMS, CIVIL AND STRUCTURAL SYSTEMS.
PLUMBING SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE.COORDINATE EXACT LOCATION OF ALL RATED OPENINGS WITH ARCHITECTURAL PLANS
1.
2.
3.
No. 24747
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016
TRUE
NORTH
1 2" RECESS AT TECAZZO
NON-PRESSURE PIPING NOTES
4
H
GYM241
MECH242
STOR243
P-7
P-7A
2" WS DN
4" VSTR
4"ø
MFD
4"ø4" WS
R14
AIR COMPRESSORSEE DETAILCOORDINATE STARTERLOCATION WITH ELEC.PIPE DRAIN TO MFD.
4"ø
4" VSTR
VEST221
ELEC221B
STOR222CL
227
MECH221A
MECH/STOR231
MECH230
ALCOVE 11220L
ALCOVE 12220M
ALCOVE 13220N
SLEEPING
LOFT220
ALCOVE 10220K
ALCOVE 9220J
BATHROOM226 MECH
225C
LAUNDRY225B
LOCKER ROOM225
BATHROOM225A
JAN225D
ALCOVE 16220R
POLE ROOM223
ALCOVE 15220Q
ALCOVE 14220P
ALCOVE 1220A
ALCOVE 2220B
ALCOVE 3220C
ALCOVE 4220D
ALCOVE 5220E
ALCOVE 6220F
ALCOVE 7220G
ALCOVE 8220H
F G HD
2
3
4
E
1
CBA
TOWERSTAIR 1
A0.2
1.1
1.5
1.8
2.3
P-22
P-2
P-15
P-25 P-26
P-2
P-2
P-15
P-15
MFD
FD
FD
4" SS DN
3"ø
FD
FD
4" VSTR
4" VENTDOWN
4" IN JOISTSPACE
4" WS
MFD
3" WS DN 2"ø
3"ø
2" WS DN
P-17
4" VSTR
4"ø
3"ø 3" SS DN
4" VS UP
2"ø3"ø
2"ø
R11
R13
R14
SD
SD
4"ø
3"øSD
3"ø3"ø
P-22
4"ø4" VSTR
3"WS/VS
4"SS DN
3"
4"2"WS/VS
3"VS DN
R12
P-22
3"VS
4" VSTR
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
1 1s
t A
ven
ue
S, S
uit
e 1
00
|
B
irm
ing
ham
, AL
35
233
205
.879
.44
62
|
Te
l G
MC
NE
TW
OR
K.C
OM
dra
wn
by:
ISS
UE
D
AT
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che
cke
d b
y:sh
ee
to
f
GO
OD
WY
NM
IL
LS
CA
WO
OD
A
B
C
D
E
F
G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
J
K
BHM160189/1
9/2
016
1:0
7:5
1 P
M
Wa
ldo
rp S
t. C
ullm
an
, AL
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G -
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L 2
& 3
-
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SS
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IPIN
G
PL
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JT
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& R
ES
CU
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TA
TIO
N N
O. 3
GM
C #
A
BH
M15
00
26
8/3
1/2
016
CO
NT
RA
CT
DO
CS
SCALE: 1/8" = 1'-0"
PLUMBING -LEVEL 3 GYM - NON-PRESSURE PIPING PLAN2
SCALE: 1/8" = 1'-0"
PLUMBING - LEVEL 2 - NON-PRESSURE PIPING PLAN1
DRAWING NOTES
(GENERAL) DRAWINGS ARE DIAGRAMATIC IN NATURE AND MAY NOT REPRESENT EXACTCONDITIONS REQUIRED FOR INSTALLATION OF PLUMBING SYSTEMS CONTRACTORSHALL COORDINATE ALL NEW WORK WITH ARCHITECTURAL PLANS AS WELL AS OTHERTRADES PRIOR TO FABRICATION OR INSTALLATION OF PLUMBING SYSTEMS OREQUIPMENT. FURNISH AND INSTALL ALL OFFSETS OR TRANSITIONS AS REQUIRED FORCOMPLETION OF WORK.
PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF PLUMBINGSYSTEM WITH ARCHITECTURAL PLANS, MECHANICAL SYSTEMS, FIRE PROTECTIONSYSTEMS ELECTRICAL SYSTEMS, CIVIL AND STRUCTURAL SYSTEMS.
PLUMBING SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE.COORDINATE EXACT LOCATION OF ALL RATED OPENINGS WITH ARCHITECTURAL PLANS
1.
2.
3.
No. 24747
W
AD
ES W
AR
T
T E
B AAL
A A
MNSEECI D
L
N E E RIGNE
PROFESSIONAL
08-31-16
1A
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m N
o. 1
9/9
/20
16
4A
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9/1
9/2
016
TRUE
NORTH
TRUE
NORTH
4
4
4" VSTR
4" VSTR
4" VSTR
4" VSTR
4" VSTR
4" VS DOWN
S
6"
6"
6"
6" RL DN
6" RD
6" RD
SEE ARCH FOROVERFLOW SCUPPERS -SEE SHEET A3.01, 3.02 4"VSTR
Project Number :
BIRMINGHAM
TUSCALOOSA
JACKSON
NASHVILLE
www.edmondsengineering.com
(205) 988-2069
(205) 752-9915
(601) 362-6478
(615) 265-8071
EDMONDSTrusted Engineering Solutions
270
1 1s
t A
ven
ue
S, S
uit
e 1
00
|
B
irm
ing
ham
, AL
35
233
205
.879
.44
62
|
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l G
MC
NE
TW
OR
K.C
OM
dra
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by:
ISS
UE
D
AT
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che
cke
d b
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ee
to
f
GO
OD
WY
NM
IL
LS
CA
WO
OD
A
B
C
D
E
F
G
H
J
K
1 2 3 4 5 6 7 8 9 10 11 12
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
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F
G
H
J
K
BHM160189/1
9/2
016
1:0
7:5
3 P
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Wa
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CO
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SCALE: 1/8" = 1'-0"
PLUMBING - LEVEL 3 - ROOF PLAN1DRAWING NOTES
(GENERAL) DRAWINGS ARE DIAGRAMATIC IN NATURE AND MAY NOT REPRESENT EXACTCONDITIONS REQUIRED FOR INSTALLATION OF PLUMBING SYSTEMS CONTRACTORSHALL COORDINATE ALL NEW WORK WITH ARCHITECTURAL PLANS AS WELL AS OTHERTRADES PRIOR TO FABRICATION OR INSTALLATION OF PLUMBING SYSTEMS OREQUIPMENT. FURNISH AND INSTALL ALL OFFSETS OR TRANSITIONS AS REQUIRED FORCOMPLETION OF WORK.
PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF PLUMBINGSYSTEM WITH ARCHITECTURAL PLANS, MECHANICAL SYSTEMS, FIRE PROTECTIONSYSTEMS ELECTRICAL SYSTEMS, CIVIL AND STRUCTURAL SYSTEMS.
PLUMBING SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE.COORDINATE EXACT LOCATION OF ALL RATED OPENINGS WITH ARCHITECTURAL PLANS
1.
2.
3.
No. 24747
W
AD
ES W
AR
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B AAL
A A
MNSEECI D
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N E E RIGNE
PROFESSIONAL
08-31-16
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TRUE
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SCALE: 1/8" = 1'-0"
LEVEL 1 - LIGHTING PLAN
NOTES THIS SHEET ONLY
CONNECT ALL DEVICES WITH THE DESIGNATION "EA" TO THE CIRCUIT INDICATED IN PANEL LP-EMA. CONNECT ALLDEVICES WITH THE DESIGNATION "EB" TO THE CIRCUIT INDICATED IN PANEL LP-EMB.
1.
1A
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SCALE: 1/8" = 1'-0"
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SCALE: 1/8" = 1'-0"
LEVEL 3 - GYM - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
LEVEL 3 - TOWER - LIGHTINGPLAN
SCALE: 1/8" = 1'-0"
LEVEL 4 - LIGHTING PLAN
NOTES THIS SHEET ONLY
CONNECT ALL DEVICES WITH THE DESIGNATION "EA" TO THE CIRCUIT INDICATED IN PANEL LP-EMA. CONNECT ALLDEVICES WITH THE DESIGNATION "EB" TO THE CIRCUIT INDICATED IN PANEL LP-EMB.
1.
CONNECT CIR. 6, LP-B1 THRU LCP-B1 SO THAT MARK "E" FIXTURES ARE CONTROLLED SEPARATELY FROM MARK"S" FIXTURES.
2.
1A
dd
en
dum
#1
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JACKSON,RENFRO& ASSOCIATES, INC.
ROBERT RENFRO, [email protected](D) 205.536.7114(P) 205.995.1078
JRA JOB NO.E L E C T R I C A L E N G I N E E R I N G & D E S I G N141 VILLAGE STREET SUITE 1 BIRMINGHAM, ALABAMA 35242
216038
A
L
A
BA
M
A
R
O
B
E
R
T
C .
R
E
N
F
R
O
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I
C
E
NS
E
D
No. 24463
E
N
G
INE
E
R
PROFESSIONAL
LE
GE
ND
&
N
OT
ES
E5
.0
4
09
/19
/16
1 A
DD
EN
DU
M #4
![discrepancy · tooth size discrepancy is rather high. Some researchers have established a relationship between tooth size discrepancy and malocclusion, such as [16], [13], [17] and](https://img.pdfslide.us/doc/110x75/5ea308cad574a31a0f083034/discrepancy-tooth-size-discrepancy-is-rather-high-some-researchers-have-established.jpg)
