PELHAM RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING ALEXANDRIA, ALABAMA VICINITY MAP PROJECT INFORMATION GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN ARE GRAPHIC AND TEXT REPRESENTATIONS INTENDED TO ESTABLISH THE FULL SCOPE OF THIS PROJECT AND THE FULL CONTRACTUAL OBLIGATION OF THE GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN, IMPLIED, AND SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S ULTIMATE RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK OF ALL TRADES TO ENSURE ALL MATERIALS AND WORK REQUIRED BY THE CONTRACT DOCUMENTS ARE INCLUDED IN THE GENERAL CONTRACTOR'S PROPOSAL AND ARE ULTIMATELY FURNISHED AND INSTALLED IN THE FINISHED PRODUCT, WHETHER EXPLICIT OR IMPLIED BY THESE DOCUMENTS. 2. THE FOLLOWING PRIORITIES ARE ESTABLISHED WITH REFERENCE TO DISCIPLINE COORDINATION A. ALL PLUMBING WORK AND INSTALLATION SHALL BE COORDINATED FULLY TO ALLEVIATE CONFLICTS. B. NO TRADE WILL TAKE UNNECESSARY ADVANTAGE OF AVAILABLE PLENUM SPACE OVER OTHER TRADES. RELOCATION OF ANY ITEMS VIOLATING THIS PRINCIPLE SHALL BE AT THE TRADES' EXPENSE. C. ALL STRUCTURAL DESIGN & DETAILING SHALL GOVERN OVER ARCHITECTURAL GRAPHIC REPRESENTATION WHERE APPLICABLE. D. ALL CIVIL DESIGN & DETAILING SHALL GOVERN OVER ARCHITECTURAL REPRESENTATION WHERE APPLICABLE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION ON THIS SITE. IF PROBLEMS ARE ENCOUNTERED WHILE ATTEMPTING TO OBTAIN PERMITS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND WILL ASSIST AS NECESSARY. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS APPLICABLE TO THIS PROJECT PRIOR TO CONSTRUCTION. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND BOTH DOCUMENTS SHALL BE BINDING. 5. THE CONTRACTOR IS TO MAINTAIN A COMPLETE SET OF AS-BUILT DRAWINGS AT THE JOB SITE. AS-BUILTS SHALL BE AVAILABLE FOR FIELD OBSERVATION BY THE ARCHITECT OR ENGINEER. 6. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS, PROCEDURES, OR METHODS OF CONSTRUCTION. IT IS INTENDED THAT A COMPLETE BUILDING BE PROVIDED WITH ALL NECESSARY EQUIPMENT APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE BUILDING IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS. ALL ITEMS, SYSTEMS, ETC. OUTLINED HEREIN SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE CONTRACT. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 7. COORDINATE PIPING WITH STRUCTURAL AND PLUMBING. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 8. COORDINATE ALL REVIEWS OF WORK IN PLACE PRIOR TO CONCEALMENT OF ALL INTERIOR AND EXTERIOR WORK. 9. CONTRACTOR SHALL CHECK AND COORDINATE ALL DIMENSIONS PRIOR TO PROJECT LAYOUT. CONFIRM EXISTING CONDITIONS WILL ACCOMMODATE DIMENSIONAL CRITERIA SHOWN FOR NEW WORK, CONSTRUCTION, AND INSTALLATION. THIS CONFIRMATION WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. STD STANDARD KPL KICKPLATE TREAD SQUARE SHEAR WALL TROWELED CONTROL JOINT SUSPENDED TEMPERED (GLASS) TO BE DETERMINED TOWEL BAR STORAGE STRUCTURAL TERRA COTTA TYPICAL TRANSOM UNLESS NOTED OTHERWISE UNDERCUT TOILET PAPER HOLDER VANITY BASE WIDTH VAPOR BARRIER TELEVISION OUTLET VANITY BASE VERTICAL TOP OF WINDOW TOP OF MASONRY TOP OF FOUNDATION THRESHOLD TOP OF CONCRETE TELEPHONE THICK(NESS) UNFINISHED TONGUE & GROOVE WINDOW WIDE OR WASHING MACHINE WIDE FLANGE WALK-IN CLOSET WATER HEATER WATERPROOF WATER RESISTANT WAINSCOT WALL TO WALL WALL HUNG WATER CLOSET WELDED WIRE MESH WROUGHT IRON WATER SOFTENER WITH OR WITHOUT VINYL COMPOSITION TILE VEGTABLE SINK VINYL(SHEET) N.G.V.D. NAT. GEODETIC VERTICAL DATOM OA OBS O.C. OH OPT OSB O.G.D. O.D. OHC OPNG O OVERHEAD GARAGE DOOR ORIENTED STRAND BOARD OPTIONAL OVERHEAD CABINET OUTSIDE DIAMETER ON CENTER OBSCURE (GLASS) OVERHEAD OVERALL OPENING W.S. WWM W.T.W. WSCT WF WH W.H. WI WP WIN W/ W/O W.R. WIC K/S MH MIN MM MT MMB M.O. MISC MLD MTL MOD MIR MRB N.I.C. N/A N.T.S. NOM MULL NL N MOUNTED(ING) NAILABLE NOT TO SCALE NOT APPLICABLE NOT IN CONTRACT MULLION OR MULLED MARBLE METAL NOMINAL MANHOLE MODULAR MOULDING MISCELLANEOUS MASONRY OPENING MMB MEMBRANE MILLIMETER MINIMUM MIRROR VB V W VERT V.B. VB# WC W V.S. V.C.T. VIN U TV TP TR T.O.W. UC UNF TYP U.N.O. KNEE SPACE TC TEMP. T.C.J. THK TEL T.O.C. THR T.O.F. T.O.M. T&G T STR STL STOR SQ T T.B. T.B.D. SUS S.W. RAILING SIMILAR SECTION SHEATHING SCHEDULE ROD AND SHELF(S) SMOKE DETECTOR SQUARE FEET SINGLE HUNG OR SHELF SLIDING GLASS DOOR (DRAWING) SHEET REINFORCED JUNCTION BOX RANGE W/ MICROWAVE ROUGH OPENING RIGHT OF WAY SOLID CORE SAFETY GLASS ROOFING SPACER SIDELIGHT OR SLEEVE SEALANT STAINLESS STEEL SPEAKER SPECIFICATIONS SKYLIGHT G B GA G.B. GD GFI GL HB G.I. GT G.D.O. GL.BK. G.C. HD HT HR H.D. H.M. HDW H.R. HORZ H.C. HDR I.M. HVAC HWD HTG I.L.O. INS / INSUL HS KD KO KIT JST INT CABINET C CAB CLOSET OR CENTER LINE CALK(ING) CAULK(ING) CATCH BASIN CAST-IN-PLACE CONC. CIRCUMFERENCE CUBIC FOOT CONTROL JOINT CLEAR(ANCE) CENTIMETER(S) CONCRETE MASONRY UNIT CLOSURE OR CLOSER CK CL CLG CM CLS CMU CLR CEILING CHAM CIRC C.I.P. CONC. CEM C.B. C.J. CF C.I. CIR CER CEMENT CHAMFER CIRCLE CERAMIC CAST IRON JT J K I.B. I.D. I 36" WIDE BASE CAB. BI-FOLD (DOOR) BI-PASS (DOOR) BLOCK (CMUs) BITUMINOUS BENCH MARK BOTH SIDES BOTH WAYS BP BSMT BTWN BRK BRG B.W. BVL B.S. BOT BEARING BRICK BEVELED BOTTOM BETWEEN BASEMENT BLKG BLDG BLKG BD B36 BM B.M. BIT. BLK BF BOARD BUILDING BEAM BLOCKING BLOCKING H H R.O.W. HORIZONTAL HEATING/VENTILATING/AIR COND. INSULATED(TION) INSULATED METAL KNOCKOUT KNOCKDOWN JOINT KITCHEN JOIST INTERIOR HARDWOOD INSIDE DIAMETER HORIZONTAL SLIDER HALF ROUND IRONING BOARD IN LIEU OF HOUR HEATING SIM SHT SHTHG SL SPEC SPK S.ST. SNT SPC SKL S SC R&S SH S.F. SD SF.GL. SEC S.G.D. SCH GROUND FAULT INTERRUPTER HEAT DETECTOR OR HEAVY DUTY HOSE BIBB HOLLOW CORE HARDWARE HOLLOW METAL HEAD OR HARD HIGH HEADER HEIGHT GLASS BLOCK GALVANIZED IRON GYPSUM BOARD GENERAL CONTRACTOR GLASS OR GLAZING GARAGE DOOR OPENER GRADE OR GRADING GAUGE GROUT RWL RLG R.O. R&M R.J.B. RFG FS FUR FTG A A/C AIR CONDITIONING AIR HANDLING UNIT ACCESS PANEL ALTERNATE AGGREGATE ADJUSTABLE ABOVE FINISH FLOOR AREA DRAIN ACOUSTICAL TILE (CLG) ASPHALT TILE APPROXIMATE AUTOMATIC ARCHITECT(URAL) ALT ALUM ARCH. ASPH AUTO. AWNG A.P. A.T. AVG APX ALUMINUM AVERAGE AWNING ASPHALT ACC AGG A.H.U. AC.T. AFF A.D. ADD ADH ADJ ACCESS ADHESIVE ADDENDUM ANCHOR BOLT ABV A.B. ABOVE FULL SIZE FURRED(ING) FOOTING ROOF WATER LEADER F.V. FIELD VERIFY E ELECTRIC WATER COOLER ELECTRIC(AL) ELECTRICAL PANEL EACH FACE EXPANSION JOINT EXT EXTERIOR E.W.C. ELEC E.J. EL E.F. EQ E.P. EXH EXG EST ESTIMATE EXISTING EXHAUST EQUAL ELEVATION DAMP-PROOFING DRAWER STACK DRYER MACHINE DOWNSPOUT DRINKING FOUNTAIN DEAD LOAD DOUBLE HUNG DEPRESSED DISH WASHER DRY DWG DS D/S EA DW EB DWR DTL D.T. DETAIL DRAWING DRAWER EYEBROW EACH DRAIN TILE DIAM D.F. DEP DET DN DR DIM D.L. D.P. DH DETAIL DOWN DOOR DIMENSION DIAMETER CORRUGATED CERAMIC TILE CONNEXTION CENTER OR COUNTER CONTRACTOR CAST STONE CUBIC YARD DECORATIVE DRYER, OR DRAIN DEMOLISH, DEMOLITION C.ST. DECO CX C.T. CTR D CY D DEM DBL 12"D 12" DEEP DOUBLE CONTR CSMT C OR CPT CORR CPR CRS CARPET COPPER CASEMENT COURSE(S) F.D. F.B. F.B.O. FAS F.E. F FURNISHED BY OTHERS FIRE EXTINGUISHER FLOOR DRAIN FASTEN(ER) FACE BRICK ALTERNATES DESIGN TEAM CONTACTS CONC CONCRETE (AC) CONDENSER CONTINUOUS CONSTRUCTION CONST COND CONT CASED OPENING COMBINATION COMB COL C.O. COLUMN F.G. FN FIN F.F. FGL FLUR FND FLR F.O. FLG FP FR FP FPHB FENCE FOUNDATION FIRE PROOF FIREPLACE FIRE PROOF HOSE BIBB FACE OF FRAME FLASHING FLOURESCENT FIBERGLASS FINISH FLOOR FIXED GLASS FLOOR FINISH L.L. L.T. L.P. LVL L.B.O. LAV LTL LIV LAM. MC MATL MECH MFR. MAS MAX LVR M M LT L MECHANICAL MANUFACTURER LAUNDRY TUB VENNER LUMBER MATERIAL MASONRY MEDICINE CABINET LINTEL METER(S) MAXIMUM LOUVER LAMINATE(D) LAVATORY LOCATION BY OTHERS LIVE LOAD LAMINATED PLASTIC LIGHT LIVING RADIUS RUBBLE RISER ROOF DRAIN REQUIRED RESILIENT REFRIGERATOR REVISION, REVISED QUARRY TILE RETURN AIR RUBBER BASE REINFORCED(ING) REQ REV RES REINF Q R Q.T. R R.B. R/A RBL REF RAD R.D. ABBREVIATIONS DOOR MARK WINDOW MARK ROOM FINISH MARK LOUVER MARK DETAIL INTERIOR ELEVATION SECTION MARKER BRACKET MOUNTED FIRE EXTINGUISHER LARGE SCALE PLAN OR DETAIL ENLARGEMENT FINISH FLOOR ELEVATION FINISH GRADE ELEVATION BEARING ELEVATION B.F.E. F.F.= F.E.C. ARCHITECTURAL SYMBOLS FIRE EXTINGUISHER CABINET PLATE PARALLEL PERIMETER PEDESTAL (SINK) PARTICLE BOARD PLASTER PLASTIC LAMINATE PARKING PORCELAIN ENAMEL PRECAST CONCRETE P P.BD. P.E. PCC. PL PERI PLAS P.LAM. PKG PED PAR PAIR PAINT PANEL POUNDS PER SQUARE FOOT PREFABRICATED PAVE(D) OR PAVING PLYWOOD PARTITION PRESSURE TREATED POLYVINYL CHLORIDE (PIPE) PAVEMENT POUNDS PER SQUARE INCH PSF PREFAB PR PV PVMT PVC PWD PTN P.T. PSI PNL PNT PORCELAIN TILE P. TILE INDEX OF DRAWINGS SEQ. NO. DWG. NO SHEET TITLE STEEL PLUMBING & MECHANICAL: MORRIS ENGINEERING 903 SOUTH PERRY STREET MONTGOMERY, ALABAMA 36104 ELECTRICAL: MCCARTER ENGINEERING 878 AVALON LANE ANNISTON, ALABAMA 36207 ARCHITECT: JMR+H ARCHITECTURE, P.C. 445 DEXTER AVENUE SUITE 5050 MONTGOMERY, AL 36104 T: (334) 420-5672 F: (334) 420-5692 CONTACT: MIKE RUTLAND, AIA CIVIL: GONZALEZ-STRENGTH & ASSOCIATES, INC 2176 PARKWAY LAKE DRIVE HOOVER, AL 35244 STRUCTURAL: JOHNSON & ASSOCIATES ENGINEERING 121 ADRIS PLACE DOTHAN, AL 36303 OWNER: ARMORY COMMISSION OF ALABAMA MONTGOMERY, ALABAMA CFMO POINT OF CONTACT ERIC HOLT FACILITY PELHAM RANGE ADDRESS: ALEXANDRIA, AL INDEX OF DRAWINGS SEQ. NO. DWG. NO SHEET TITLE 1 T1.1 COVER, INDEX, LEGENDS, & NOTES CIVIL 2 C100 SITE TOPOGRAPHIC SURVEY 3 C101 OVERALL SITE PLAN / BUILDING LOCATION 4 C102 SITE LAYOUT PLAN 5 C200 SITE GRADING PLAN 6 C300 SITE SECTIONS AND DETAILS ARCHITECTURAL 7 A1.1 FLOOR, ROOF PLANS, DOOR SCHEDULE AND DETAILS 8 A2.1 EXTERIOR ELEVATIONS & BUILDING SECTIONS 9 A3.1 SECTIONS & DETAILS STRUCTURAL 10 S0.1 GENERAL STRUCTURAL NOTES & DETAILS 11 S1.1 FOUNDATION & SCHEMATIC ROOF FRAMING PLANS MECHANICAL / PLUMBING 12 M1.1 MECHANICAL / PLUMBING FLOOR PLANS, DETAILS & SCHEDULES ELECTRICAL 13 E1.1 SYMBOLS, NOTES, AND SCHEDULES 14 E2.1 SITE PLANS, SINGLE LINE DIAGRAM, SCHEDULES AND DETAILS 15 E3.1 LIGHTING, POWER AND AUXILIARIES PLANS BASE BID - EACH BIDDER SHALL INCLUDE IN THEIR BASE BID PROPOSAL COMPLETE COSTS FOR ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC. TO COMPLETELY CONSTRUCT FOUR BAYS (BAYS 1-5) OF THE PRE-ENGINEERED METAL BUILDING FOR THE PELHAM RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. FOR BID ALTERNATE #1 OF THIS PROJECT, EACH BIDDER SHALL INCLUDE IN THEIR PROPOSAL COMPLETE COSTS FOR ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC. TO COMPLETELY CONSTRUCT TWO ADDITIONAL BAYS (BAYS 5-7) OF THE PRE-ENGINEERED METAL BUILDING FOR THE PELHAM RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. FOR BID ALTERNATE #2 OF THIS PROJECT, EACH BIDDER SHALL INCLUDE IN THEIR PROPOSAL COMPLETE COSTS FOR ALL MATERIALS, LABOR, OVERHEAD, PROFIT, ETC. TO COMPLETELY CONSTRUCT TWO ADDITIONAL BAYS (BAYS 7-9) OF THE PRE-ENGINEERED METAL BUILDING FOR THE PELHAM RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. COVER, INDEX, LEGENDS, & NOTES T1.1 1 Project Number: OF Sheet Description Revisions: Date: Sheet Number DOCUMENTS CONSTRUCTION 445 Dexter Avenue Suite 5050 Montgomery, Al 36104 Phone: (334) 420-5672 Fax: (334) 420-5692 JMR+H A r c h i t e c t u r e , P C PRINTED: 8/17/2021 @ 8:04AM FILE NAME: W:\JMRH Projects 2021\21-1104 Pelham Range Controlled Humidity Vehicle Storage Bldgs\Vehicle Storage\T1.1-30X42_Cover.dwg S T A T E O F A L A B A M A R E G I S T E R E D A R C H I T E C T J.MICHAEL RUTLAND 2149 TIMOTHY R. HOLMES 3188 15 ALEXANDRIA, ALABAMA PELHAM RANGE CONTROLLED HUMIDITY VEHICLE STORAGE BUILDING 19-911 18 AUGUST 2020 IFB No. AC-21-B-0030-S
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PELHAM RANGE CONTROLLED HUMIDITY VEHICLE
STORAGE BUILDING
ALEXANDRIA, ALABAMA
VICINITY MAP
PROJECT INFORMATION
GENERAL NOTES
1. DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN
ARE GRAPHIC AND TEXT REPRESENTATIONS INTENDED TO ESTABLISH THE
FULL SCOPE OF THIS PROJECT AND THE FULL CONTRACTUAL OBLIGATION
OF THE GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN,
IMPLIED, AND SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S
ULTIMATE RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK
OF ALL TRADES TO ENSURE ALL MATERIALS AND WORK REQUIRED BY THE
CONTRACT DOCUMENTS ARE INCLUDED IN THE GENERAL CONTRACTOR'S
PROPOSAL AND ARE ULTIMATELY FURNISHED AND INSTALLED IN THE
FINISHED PRODUCT, WHETHER EXPLICIT OR IMPLIED BY THESE
DOCUMENTS.
2. THE FOLLOWING PRIORITIES ARE ESTABLISHED WITH REFERENCE TO
DISCIPLINE COORDINATION
A. ALL PLUMBING WORK AND INSTALLATION SHALL BE COORDINATED
FULLY TO ALLEVIATE CONFLICTS.
B. NO TRADE WILL TAKE UNNECESSARY ADVANTAGE OF AVAILABLE
PLENUM SPACE OVER OTHER TRADES. RELOCATION OF ANY ITEMS
VIOLATING THIS PRINCIPLE SHALL BE AT THE TRADES' EXPENSE.
C. ALL STRUCTURAL DESIGN & DETAILING SHALL GOVERN OVER
ARCHITECTURAL GRAPHIC REPRESENTATION WHERE APPLICABLE.
D. ALL CIVIL DESIGN & DETAILING SHALL GOVERN OVER ARCHITECTURAL
REPRESENTATION WHERE APPLICABLE.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
FOR CONSTRUCTION ON THIS SITE. IF PROBLEMS ARE ENCOUNTERED
WHILE ATTEMPTING TO OBTAIN PERMITS, THE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY AND WILL ASSIST AS NECESSARY.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME
FAMILIAR WITH THE CONTRACT DOCUMENTS APPLICABLE TO THIS
PROJECT PRIOR TO CONSTRUCTION. THE DRAWINGS AND SPECIFICATIONS
ARE COMPLIMENTARY AND BOTH DOCUMENTS SHALL BE BINDING.
5. THE CONTRACTOR IS TO MAINTAIN A COMPLETE SET OF AS-BUILT
DRAWINGS AT THE JOB SITE. AS-BUILTS SHALL BE AVAILABLE FOR FIELD
OBSERVATION BY THE ARCHITECT OR ENGINEER.
6. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED TO
SHOW ALL POSSIBLE CONDITIONS, PROCEDURES, OR METHODS OF
CONSTRUCTION. IT IS INTENDED THAT A COMPLETE BUILDING BE
PROVIDED WITH ALL NECESSARY EQUIPMENT APPURTENANCES, AND
CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL
PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY
CONFORMED WITH ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE
BUILDING IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS,
AND THESE CONTRACT DOCUMENTS. ALL ITEMS, SYSTEMS, ETC. OUTLINED
HEREIN SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST
TO THE CONTRACT. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND
THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS.
7. COORDINATE PIPING WITH STRUCTURAL AND PLUMBING. MAKE OFFSETS
AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT
ADDITIONAL EXPENSE TO THE OWNER.
8. COORDINATE ALL REVIEWS OF WORK IN PLACE PRIOR TO CONCEALMENT
OF ALL INTERIOR AND EXTERIOR WORK.
9. CONTRACTOR SHALL CHECK AND COORDINATE ALL DIMENSIONS PRIOR TO
PROJECT LAYOUT. CONFIRM EXISTING CONDITIONS WILL ACCOMMODATE
DIMENSIONAL CRITERIA SHOWN FOR NEW WORK, CONSTRUCTION, AND
INSTALLATION. THIS CONFIRMATION WILL BE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
STD STANDARD
KPL KICKPLATE
TREAD
SQUARE
SHEAR WALL
TROWELED CONTROL JOINT
SUSPENDED
TEMPERED (GLASS)
TO BE DETERMINED
TOWEL BAR
STORAGE
STRUCTURAL
TERRA COTTA
TYPICAL
TRANSOM
UNLESS NOTED OTHERWISE
UNDERCUT
TOILET PAPER HOLDER
VANITY BASE WIDTH
VAPOR BARRIER
TELEVISION OUTLET
VANITY BASE
VERTICAL
TOP OF WINDOW
TOP OF MASONRY
TOP OF FOUNDATION
THRESHOLD
TOP OF CONCRETE
TELEPHONE
THICK(NESS)
UNFINISHED
TONGUE & GROOVE
WINDOW
WIDE OR WASHING MACHINE
WIDE FLANGE
WALK-IN CLOSET
WATER HEATER
WATERPROOF
WATER RESISTANT
WAINSCOT
WALL TO WALL
WALL HUNG
WATER CLOSET
WELDED WIRE MESH
WROUGHT IRON
WATER SOFTENER
WITH OR WITHOUT
VINYL COMPOSITION TILE
VEGTABLE SINK
VINYL(SHEET)
N.G.V.D. NAT. GEODETIC VERTICAL DATOM
OA
OBS
O.C.
OH
OPT
OSB
O.G.D.
O.D.
OHC
OPNG
O
OVERHEAD GARAGE DOOR
ORIENTED STRAND BOARD
OPTIONAL
OVERHEAD CABINET
OUTSIDE DIAMETER
ON CENTER
OBSCURE (GLASS)
OVERHEAD
OVERALL
OPENING
W.S.
WWM
W.T.W.
WSCT
WF
WH
W.H.
WI
WP
WIN
W/ W/O
W.R.
WIC
K/S
MH
MIN
MM
MT
MMB
M.O.
MISC
MLD
MTL
MOD
MIR
MRB
N.I.C.
N/A
N.T.S.
NOM
MULL
NL
N
MOUNTED(ING)
NAILABLE
NOT TO SCALE
NOT APPLICABLE
NOT IN CONTRACT
MULLION OR MULLED
MARBLE
METAL
NOMINAL
MANHOLE
MODULAR
MOULDING
MISCELLANEOUS
MASONRY OPENING
MMB MEMBRANE
MILLIMETER
MINIMUM
MIRROR
VB
V
W
VERT
V.B.
VB#
WC
W
V.S.
V.C.T.
VIN
U
TV
TP
TR
T.O.W.
UC
UNF
TYP
U.N.O.
KNEE SPACE
TC
TEMP.
T.C.J.
THK
TEL
T.O.C.
THR
T.O.F.
T.O.M.
T&G
T
STR
STL
STOR
SQ
T
T.B.
T.B.D.
SUS
S.W.
RAILING
SIMILAR
SECTION
SHEATHING
SCHEDULE
ROD AND SHELF(S)
SMOKE DETECTOR
SQUARE FEET
SINGLE HUNG OR SHELF
SLIDING GLASS DOOR
(DRAWING) SHEET
REINFORCED JUNCTION BOX
RANGE W/ MICROWAVE
ROUGH OPENING
RIGHT OF WAY
SOLID CORE
SAFETY GLASS
ROOFING
SPACER
SIDELIGHT OR SLEEVE
SEALANT
STAINLESS STEEL
SPEAKER
SPECIFICATIONS
SKYLIGHT
G
BGA
G.B.
GD
GFI
GL
HB
G.I.
GT
G.D.O.
GL.BK.
G.C.
HD
HT
HR
H.D.
H.M.
HDW
H.R.
HORZ
H.C.
HDR
I.M.
HVAC
HWD
HTG
I.L.O.
INS / INSUL
HS
KD
KO
KIT
JST
INT
CABINET
C
CAB
CLOSET OR CENTER LINE
CALK(ING) CAULK(ING)
CATCH BASIN
CAST-IN-PLACE CONC.
CIRCUMFERENCE
CUBIC FOOT
CONTROL JOINT
CLEAR(ANCE)
CENTIMETER(S)
CONCRETE MASONRY UNIT
CLOSURE OR CLOSER
CK
CL
CLG
CM
CLS
CMU
CLR
CEILING
CHAM
CIRC
C.I.P. CONC.
CEM
C.B.
C.J.
CF
C.I.
CIR
CER
CEMENT
CHAMFER
CIRCLE
CERAMIC
CAST IRON
JT
J
K
I.B.
I.D.
I
36" WIDE BASE CAB.
BI-FOLD (DOOR)
BI-PASS (DOOR)
BLOCK (CMUs)
BITUMINOUS
BENCH MARK
BOTH SIDES
BOTH WAYS
BP
BSMT
BTWN
BRK
BRG
B.W.
BVL
B.S.
BOT
BEARING
BRICK
BEVELED
BOTTOM
BETWEEN
BASEMENT
BLKG
BLDG
BLKG
BD
B36
BM
B.M.
BIT.
BLK
BF
BOARD
BUILDING
BEAM
BLOCKING
BLOCKING
H
H
R.O.W.
HORIZONTAL
HEATING/VENTILATING/AIR COND.
INSULATED(TION)
INSULATED METAL
KNOCKOUT
KNOCKDOWN
JOINT
KITCHEN
JOIST
INTERIOR
HARDWOOD
INSIDE DIAMETER
HORIZONTAL SLIDER
HALF ROUND
IRONING BOARD
IN LIEU OF
HOUR
HEATING
SIM
SHT
SHTHG
SL
SPEC
SPK
S.ST.
SNT
SPC
SKL
S
SC
R&S
SH
S.F.
SD
SF.GL.
SEC
S.G.D.
SCH
GROUND FAULT INTERRUPTER
HEAT DETECTOR OR HEAVY DUTY
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEAD OR HARD
HIGH
HEADER
HEIGHT
GLASS BLOCK
GALVANIZED IRON
GYPSUM BOARD
GENERAL CONTRACTOR
GLASS OR GLAZING
GARAGE DOOR OPENER
GRADE OR GRADING
GAUGE
GROUT
RWL
RLG
R.O.
R&M
R.J.B.
RFG
FS
FUR
FTG
A
A/C AIR CONDITIONING
AIR HANDLING UNIT
ACCESS PANEL
ALTERNATE
AGGREGATE
ADJUSTABLE
ABOVE FINISH FLOOR
AREA DRAIN
ACOUSTICAL TILE (CLG)
ASPHALT TILE
APPROXIMATE
AUTOMATIC
ARCHITECT(URAL)
ALT
ALUM
ARCH.
ASPH
AUTO.
AWNG
A.P.
A.T.
AVG
APX
ALUMINUM
AVERAGE
AWNING
ASPHALT
ACC
AGG
A.H.U.
AC.T.
AFF
A.D.
ADD
ADH
ADJ
ACCESS
ADHESIVE
ADDENDUM
ANCHOR BOLT
ABV
A.B.
ABOVE
FULL SIZE
FURRED(ING)
FOOTING
ROOF WATER LEADER
F.V. FIELD VERIFY
E
ELECTRIC WATER COOLER
ELECTRIC(AL)
ELECTRICAL PANEL
EACH FACE
EXPANSION JOINT
EXT EXTERIOR
E.W.C.
ELEC
E.J.
EL
E.F.
EQ
E.P.
EXH
EXG
EST ESTIMATE
EXISTING
EXHAUST
EQUAL
ELEVATION
DAMP-PROOFING
DRAWER STACK
DRYER MACHINE
DOWNSPOUT
DRINKING FOUNTAIN
DEAD LOAD
DOUBLE HUNG
DEPRESSED
DISH WASHER
DRY
DWG
DS
D/S
EA
DW
EB
DWR
DTL
D.T.
DETAIL
DRAWING
DRAWER
EYEBROW
EACH
DRAIN TILE
DIAM
D.F.
DEP
DET
DN
DR
DIM
D.L.
D.P.
DH
DETAIL
DOWN
DOOR
DIMENSION
DIAMETER
CORRUGATED
CERAMIC TILE
CONNEXTION
CENTER OR COUNTER
CONTRACTOR
CAST STONE
CUBIC YARD
DECORATIVE
DRYER, OR DRAIN
DEMOLISH, DEMOLITION
C.ST.
DECO
CX
C.T.
CTR
D
CY
D
DEM
DBL
12"D 12" DEEP
DOUBLE
CONTR
CSMT
C OR CPT
CORR
CPR
CRS
CARPET
COPPER
CASEMENT
COURSE(S)
F.D.
F.B.
F.B.O.
FAS
F.E.
F
FURNISHED BY OTHERS
FIRE EXTINGUISHER
FLOOR DRAIN
FASTEN(ER)
FACE BRICK
ALTERNATES
DESIGN TEAM CONTACTS
CONC CONCRETE
(AC) CONDENSER
CONTINUOUS
CONSTRUCTIONCONST
COND
CONT
CASED OPENING
COMBINATIONCOMB
COL
C.O.
COLUMN
F.G.
FN
FIN
F.F.
FGL
FLUR
FND
FLR
F.O.
FLG
FP
FR
FP
FPHB
FENCE
FOUNDATION
FIRE PROOF
FIREPLACE
FIRE PROOF HOSE BIBB
FACE OF
FRAME
FLASHING
FLOURESCENT
FIBERGLASS
FINISH FLOOR
FIXED GLASS
FLOOR
FINISH
L.L.
L.T.
L.P.
LVL
L.B.O.
LAV
LTL
LIV
LAM.
MC
MATL
MECH
MFR.
MAS
MAX
LVR
M
M
LT
L
MECHANICAL
MANUFACTURER
LAUNDRY TUB
VENNER LUMBER
MATERIAL
MASONRY
MEDICINE CABINET
LINTEL
METER(S)
MAXIMUM
LOUVER
LAMINATE(D)
LAVATORY
LOCATION BY OTHERS
LIVE LOAD
LAMINATED PLASTIC
LIGHT
LIVING
RADIUS
RUBBLE
RISER
ROOF DRAIN
REQUIRED
RESILIENT
REFRIGERATOR
REVISION, REVISED
QUARRY TILE
RETURN AIR
RUBBER BASE
REINFORCED(ING)
REQ
REV
RES
REINF
Q
R
Q.T.
R
R.B.
R/A
RBL
REF
RAD
R.D.
ABBREVIATIONS
DOOR MARK
WINDOW MARK
ROOM FINISH MARK
LOUVER MARK
DETAIL
INTERIOR
ELEVATION
SECTION
MARKER
BRACKET MOUNTED
FIRE EXTINGUISHER
LARGE SCALE PLAN OR
DETAIL ENLARGEMENT
FINISH FLOOR
ELEVATION
FINISH GRADE
ELEVATION
BEARING
ELEVATION
B.F.E.
F.F.=
F.E.C.
ARCHITECTURAL SYMBOLS
FIRE EXTINGUISHER
CABINET
PLATE
PARALLEL
PERIMETER
PEDESTAL (SINK)
PARTICLE BOARD
PLASTER
PLASTIC LAMINATE
PARKING
PORCELAIN ENAMEL
PRECAST CONCRETE
P
P.BD.
P.E.
PCC.
PL
PERI
PLAS
P.LAM.
PKG
PED
PAR
PAIR
PAINT
PANEL
POUNDS PER SQUARE FOOT
PREFABRICATED
PAVE(D) OR PAVING
PLYWOOD
PARTITION
PRESSURE TREATED
POLYVINYL CHLORIDE (PIPE)
PAVEMENT
POUNDS PER SQUARE INCH
PSF
PREFAB
PR
PV
PVMT
PVC
PWD
PTN
P.T.
PSI
PNL
PNT
PORCELAIN TILEP. TILE
INDEX OF DRAWINGS
SEQ.
NO.
DWG. NO SHEET TITLE
STEEL
PLUMBING &
MECHANICAL: MORRIS ENGINEERING
903 SOUTH PERRY STREET
MONTGOMERY, ALABAMA 36104
ELECTRICAL: MCCARTER ENGINEERING
878 AVALON LANE
ANNISTON, ALABAMA 36207
ARCHITECT: JMR+H ARCHITECTURE, P.C.
445 DEXTER AVENUE
SUITE 5050
MONTGOMERY, AL 36104
T: (334) 420-5672
F: (334) 420-5692
CONTACT: MIKE RUTLAND, AIA
CIVIL: GONZALEZ-STRENGTH &
ASSOCIATES, INC
2176 PARKWAY LAKE DRIVE
HOOVER, AL 35244
STRUCTURAL: JOHNSON & ASSOCIATES ENGINEERING
121 ADRIS PLACE
DOTHAN, AL 36303
OWNER: ARMORY COMMISSION OF ALABAMA
MONTGOMERY, ALABAMA
CFMO POINT OF CONTACT
ERIC HOLT
FACILITY PELHAM RANGE
ADDRESS: ALEXANDRIA, AL
INDEX OF DRAWINGSSEQ.
NO.
DWG.
NO
SHEET TITLE
1 T1.1COVER, INDEX, LEGENDS, & NOTES
CIVIL
2 C100
SITE TOPOGRAPHIC SURVEY
3 C101
OVERALL SITE PLAN / BUILDING LOCATION
4 C102
SITE LAYOUT PLAN
5 C200
SITE GRADING PLAN
6 C300
SITE SECTIONS AND DETAILS
ARCHITECTURAL
7 A1.1FLOOR, ROOF PLANS, DOOR SCHEDULE AND DETAILS
(1): SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
(2): SINCE THE DATE OF THIS SURVEY, CONDITIONS BEYOND THE KNOWLEDGE OR CONTROL OF LARRY WALKER LAND SURVEYING, INC. MAY HAVE ALTERED THE
VALIDITY AND CIRCUMSTANCES SHOWN OR NOTED HEREON.
(3): DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
(4): SURVEY IS VALID ONLY IF PRINT HAS THE ORIGINAL SEAL AND SIGNATURE (IN RED INK) OF THE SURVEYOR PRESENT.
(5): ALL BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN.
(6): ONLY ACTS OF POSSESSION, IF ANY, THAT ARE VISIBLE FROM CASUAL INSPECTION OF THE PROPERTY ARE SHOWN HEREON. NO WARRANTY OR GUARANTEE
IS IMPLIED AS TO THE EXISTENCE OF ACTS OF POSSESSION BY ADJOINERS TO THE LANDS SHOWN AND DESCRIBED HEREON.
(7): THE PROPERTY LINES SHOWN ON THE SURVEY PLAT ARE BASED UPON OLD ESTABLISHED CORNERS AND AGREED CORNERS BETWEEN ADJOINING LAND
OWNERS AND MAY OR MAY NOT BE THE LINES OF THE ALIQUOT PARTS OF THE SECTION AND CARRY NO WARRANTY THAT THEY ARE THE LINES OF THE ALIQUOT
PARTS OF THE SECTION.
(8): DATE FIELD SURVEY COMPLETED ( 07/15/19 )
(9): DATE DRAWING COMPLETED ( 07/18/19 )
(10): ( ) RECORDED BEARINGS, ANGLES OR DISTANCES.
(11): POB POINT OF BEGINNING
(12): POC POINT OF COMMENCEMENT
(13): TYPE OF SURVEY: PROPERTY BOUNDARY SURVEY
I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF.
GRID NORTH & BEARINGS SHOWN ARE IN
REFERENCE TO NAD83 ALABAMA EAST ZONE
STATE PLANE COORDINATES ESTABLISHED BY
STATIC GPS, RTK, GPS AND CONVENTIONAL
SURVEYING METHODS.
SITE
TOPOGRAPHIC
SURVEY
C101
Project Number:
2 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
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8/2
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
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OIL DRUM STORAGE
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DIESEL FUEL TANK
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DIESEL FUEL PUMP
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FUEL PIPES
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GAS WARNING MARKER
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X
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2"PVC PIPE
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CROSS TIE WALL
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BERM
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GRATE INLET
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08/18/21
6
1
0
607
6
0
8
6
0
9
BUILDIN
G
FF ELEV.
608.73'
BUILDIN
G
SHED #8330
/CONCRETE
CO
NC
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CO
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RE
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CO
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DITCH
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1
CO
NC
24" CMP
INV. 608.9'
INV. 609.2'
CONNEXESCONNEXES CONNEXES
CONNEXES
CONNEXES
CO
NN
EX
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X
ONE STORY FLAMMABLESTORAGE CONTAINER
192± SQ FT
6
0
7
6
0
9
6
1
2
607
6
1
0
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1
2
6
1
5
6
1
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6
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4
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2
613
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6
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610
611
6
1
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611
6
1
2
605
6
1
5
6
1
2
6
1
3
6
1
4
6
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6
6
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608
609
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6
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6
1
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0
606
6
1
2
VSB ALTERNATE #1F.F. EL. = 610.25
VSB ALTERNATE #2F.F. EL. = 610.25VSB BASE BID
F.F. EL. = 610.25
OVERALL SITE
PLAN/BUILDING
LOCATION
C101
Project Number:
3 OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTS
CONSTRUCTION
445 Dexter Avenue
Suite 5050
Montgomery, Al 36104
Phone: (334) 420-5672
Fax: (334) 420-5692
JMR+H
A r c h i t e c t u r e , P C
PR
IN
TE
D: 8
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7/2
02
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S TAT E OF A LABAMA
REG I S T ERED ARCH I T ECT
J.MICHAELRUTLAND
2149
TIMOTHY R.HOLMES
3188
15
ALEXANDRIA, ALABAMA
PELHAM
RANGE
CONTROLLED
HUMIDITY
VEHICLE
STORAGE
BUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
No. 31169PROFESSIONAL
E
N G I N E E
R
L
I CE N S E D
BEFORE EXCAVATION
AS REQUIRED BY ALABAMA LAW
CALL 2 WORKING DAYS
811ALABAMA LINE LOCATION CENTER, INC.
0
GRAPHIC SCALE15' 30' 60'
1"=30'
90'
Copyright 2021cwww.Gonzalez-Strength.com
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
CONTROLLED HUMIDITY
VEHICLE STORAGE BUILDING
REQ'D. SEE SITE PLAN FOR
DETAILS AND DIMENSIONS.
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OIL DRUM STORAGE
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DIESEL FUEL TANK
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DIESEL FUEL PUMP
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FUEL PIPES
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X
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2"PVC PIPE
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CROSS TIE WALL
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BERM
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CONC FLUME
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GRATE INLET
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BERM
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NOTE: AS A FIRST ORDER OF BUSINESS AND PRIOR TO ANY WORK BEGINNING, THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES ON AND ADJACENT TO THE SITE LOCATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE LOCATIONS OF THE UTILITIES AND AVOID ALL CONFLICTS. ANY SERVICE INTERRUPTIONS AND/OR ASSOCIATED COSTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXISTING UTILITIES SHOWN HEREIN ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL RELOCATE ANY EXISTING UTILITY WHICH CONFLICTS WITH THE IMPROVEMENTS SHOWN. THE CONTRACTOR SHALL COORDINATE ALL UTILITY ADJUSTMENTS WITH THE APPROPRIATE UTILITIES COMPANIES. ALL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF EACH COMPANY'S STANDARDS OR SPECIFICATIONS.
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
GENERAL NOTES:
1. TOPOGRAPHIC & LOCATION SURVEY COMPLETE BY LARRY WALKER LAND SURVEYING, INC. IT SHALL BE
THE OBLIGATION OF THE CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF THE EXISTING
SITE IMPROVEMENTS FURNISHED ON THE PLAN BY PERSONAL EXAMINATION OF THE SITE AND THE EXISTING
CONDITIONS.
2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND BENCHMARK. IF DESTROYED DURING
CONSTRUCTION, CONTRACTOR SHALL REPLACE AT HIS EXPENSE.
3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED TO EXISTING IMPROVEMENTS ON SITE
OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. CONTRACT SHALL REPAIR OR REPLACE ANY
DAMAGED EXISTING IMPROVEMENTS AT HIS EXPENSE. REPAIRS SHALL BE EQUAL TO OR BETTER THAN THE
EXISTING CONDITIONS.
4. CONTRACTOR SHALL CONTACT ALL UTILITIES AND LOCATE ALL UTILITIES WITHIN THE WORK AREA PRIOR
TO STARTING CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO STARTING
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIXING ANY UTILITIES DAMAGED DURING
CONSTRUCTION.
5. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
6. GONZALEZ STRENGTH & ASSOCIATES, INC., SHALL NOT HAVE AUTHORITY OVER THE CONTRACTOR'S
WORK AND/OR RESPONSIBILITIES. GONZALEZ STRENGTH & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR
METHODS OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, OR FOR SAFETY
PRECAUTIONS INCIDENT TO THE WORK OF THE CONTRACTOR, OR FOR ANY FAILURE OF THE CONTRACTOR
TO COMPLY WITH LAWS, RULES, REGULATIONS, ORDINANCES, OR CODES APPLICABLE TO THE CONTRACTOR
FURNISHING AND PERFORMING THE WORK.
SITE LAYOUT NOTES
1. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING, TO FACE OF CURB, CENTER OF WALL, OR EDGE
OF SURFACING.
2. DIRECTIONAL ARROWS AND PARKING SPACES STRIPING SHALL BE WHITE. HANDICAP PARKING
STRIPING AND SYMBOL SHALL BE BLUE UNLESS LOCAL CODES INDICATE OTHERWISE.
3. ALL RADII ARE 3' UNLESS OTHERWISE NOTED.
4. TIE PROPOSED DRIVE TO EXISTING PAVEMENT, MATCHING GRADE AND ASSURING SMOOTH TRANSITION.
SITE CALLOUT LEGEND
CONEX'S TO BE RELOCATED. CONTRACTOR SHALL COORDINATE WITH OWNER ON THE RELOCATION AS
NECESSARY (TYP.)
B-BASE STONE SECTION REQ'D ON ALL DISTURBED AREAS. SEE DETAIL (TYP.)
30.16'
HEAVY DUTY CONCRETE PAVING SECTION REQ'D. SEE DETAIL (TYP.)
CONSTRUCTION/DEMOLITION LIMITS. ALL EXISTING
IMPROVEMENTS, WITHIN BOUNDARY SHOWN, TO BE REMOVED
FROM SITE AND DISPOSED OF IN A LEGAL MANNER. (TYP.)
A
B
C
D
E
A
1.25" PVC POTABLE WATER SERVICE REQ'D.SEE MECH/PLUMBING PLAN FOR CONTINUATION
B
B
C
D
E
A
B
C
D
90.13'
30.88'
5'
9.5'
39'
F BOLLARD REQ'D. (TYP.)
F
5'
9.50'
LEGEND OF PROPOSEDIMPROVEMENTS
CONCRETE PAVING SECTION
B-BASE SECTION
LIMITS OF CONSTRUCITON
E
D
D
G
1.25" HOT TAP SLEEVE TO EXISTING WATER SERVICE LINE REQ'D. SAWCUT EXISTING CONCRETE PAVING
SECTION AS REQ'D TO PERFORM HOT TAP. CONCRETE PAVEMENT PATCH REQ'D. MATCH IN LIKE KIND.
MATCH EXISTING GRADE. ASSURE SMOOTH TRANSITION. NO PONDING OF WATER. (TYP.)
G
E
NOTE TO CONTRACTOR:
IF ANY CULTURAL MATERIALS SUCH AS POTTERY, ARROWHEADS, OR HUMAN
REMAINS ARE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR IS TO
IMMEDIATELY STOP WORK AND NOTIFY THE ARCHITECT AND OWNER.
RIP RAP
BOLLARD
H
3'
3'
H
SAW CUT AND REMOVE PAVEMENT AS REQ'D TO MAKE CONNECTION TO EXISTING WATER LINE.
CONTRACTOR TO REPLACE ALL REMOVED CONCRETE WITH NEW HEAVY DUTY CONCRETE PAVING
SECTION.
I RIP RAP REQ'D.
I
I
30'
SITE LAYOUT ALTERNATE 1
A
B
B
D
131.25'
F
5'
9.50'
I
30'
F
90.13'
75.29'
80.13'
16.4'
10.6'
11.6'
I
5'
10.65'
40.85'
30'
41.12'
75.25'
C
I
39'
30.16'
B
15'
90.23'
17'
39'
75.25'
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12"STEEL
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12"STEEL
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OIL DRUM STORAGE
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DIESEL FUEL TANK
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DIESEL FUEL PUMP
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FUEL PIPES
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2"PVC PIPE
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CROSS TIE WALL
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BERM
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CONC FLUME
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GRATE INLET
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BERM
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12"STEEL
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12"STEEL
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NOTE: AS A FIRST ORDER OF BUSINESS AND PRIOR TO ANY WORK BEGINNING, THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES ON AND ADJACENT TO THE SITE LOCATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE LOCATIONS OF THE UTILITIES AND AVOID ALL CONFLICTS. ANY SERVICE INTERRUPTIONS AND/OR ASSOCIATED COSTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXISTING UTILITIES SHOWN HEREIN ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL RELOCATE ANY EXISTING UTILITY WHICH CONFLICTS WITH THE IMPROVEMENTS SHOWN. THE CONTRACTOR SHALL COORDINATE ALL UTILITY ADJUSTMENTS WITH THE APPROPRIATE UTILITIES COMPANIES. ALL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF EACH COMPANY'S STANDARDS OR SPECIFICATIONS.
1550 WOODS OF RIVERCHASE DR, SUITE 200BIRMINGHAM, ALABAMA 35244
GONZALEZ - STRENGTH & ASSOCIATES, INC.ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION
GSA JOB #19-0475
RIP RAP
VERTICAL CONCRETE HEADWALL
INV. 607.50'
EXISTING 12" STEEL PIPE TO BE REMOVED.
DISPOSE OF OFF SITE IN A LEGAL MANNER
SLOPE PAVED CONCRETE
HEADWALL INV. 607.00
69 LF OF 18"x11"
ARCH RCP
SITE GRADING & CBMP PLAN ALTERNATE #1
3' WIDE FLAT BOTTOM DITCH REQ'D. (TYP.)
3' WIDE FLAT BOTTOM DITCH
TEMPORARY SILT FENCE REQ'D. (TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
RIP RAP REQ'D. (TYP.)
EXTEND ROOF DRAIN TO DITCH.(TYP.)
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12"STEEL
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12"STEEL
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12"STEEL
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12"STEEL
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12"STEEL
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12"STEEL
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NOTE: AS A FIRST ORDER OF BUSINESS AND PRIOR TO ANY WORK BEGINNING, THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES ON AND ADJACENT TO THE SITE LOCATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE LOCATIONS OF THE UTILITIES AND AVOID ALL CONFLICTS. ANY SERVICE INTERRUPTIONS AND/OR ASSOCIATED COSTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXISTING UTILITIES SHOWN HEREIN ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL RELOCATE ANY EXISTING UTILITY WHICH CONFLICTS WITH THE IMPROVEMENTS SHOWN. THE CONTRACTOR SHALL COORDINATE ALL UTILITY ADJUSTMENTS WITH THE APPROPRIATE UTILITIES COMPANIES. ALL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF EACH COMPANY'S STANDARDS OR SPECIFICATIONS.
All rights reserved. Information on this document issubject to change without notice.
INCHES1824303642485460728496108120
EQUIVALENTSIZE
INCHES
5462
77 1/287 1/896 7/8106 1/2
13 1/218
22 1/226 5/831 5/16
364045
1830
53905400440035102415
13051065875690600445315170LBS.
Arch pipe is manufactured with a tongue and groove joint to standard or special strengths in accordance withASTM Specifications C506. Flexible compounds may be used for joint sealant.
132
11.4
51.7
99.1
66.081.8
25.634.6
17.714.3
1.6
6.48.8
4.42.8
WATER
SQ. FT.AREARISE
65
138154
168 3/4
102122
8873
22
36 1/4
51 1/843 3/4
28 1/2
INCHES
SPAN
58 1/2
INCHES
5
9
10
1011
78
5 1/26
2 1/2
44 1/2
3 1/2
WALL T
4 1/2
RISE
1"1"
TSPAN
TYPICAL CROSS SECTIONT
WT./FT.
SECTION
TOP VIEW
POTABLE WATER SERVICE CLAMP
CONCRETE SLOPE PAVED HEADWALLN.T.S.
1'-6
"
3,000 PSI CONCRETE
PERSPECTIVE
6x6 W2.9xW2.9 W.W.F.
END ELEVATION
CLR
2"
8"
1'-6
"
SECTION
6x6 W2.9xW2.9 W.W.F.
3
3'
D
I
A
M
E
T
E
R
P
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2"
4"
1
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'-
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"
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.
PIPE
FLOW LINE
4"
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N.T.S.
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CONCRETE PAVING JOINT DETAILS
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TYPE A SILT FENCE DETAIL
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N.T.S.
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MAINTENANCE INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT RAIN EVENT FOR SEDIMENT REMOVAL AND REQUIRED REPAIRS.
PROVIDE CORNER BARS AT EA. OUTSIDE FACE HORIZ. BAR. CORNER BARS SHALL BE SAME SIZE AS HORIZ. BARS.
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%%UTYP. FOOTING CORNER DETAIL
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DETAIL
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SCALE: ["=1'-0"
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S0.1
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TOP OF CONC. POUR
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PROJECTION (SEE ANCHOR BOLT SETTING PLAN)
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NOTE: USE NUT & WASHER ON USE NUT & WASHER ON EA. ANCHOR BOLT
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%%UTYP. ANCHOR BOLT DETAILS
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\"x3\"x3\" >
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NOTE: TACK WELD TACK WELD NUT TO A.B.
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d (IN) }" [" 1"
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L (IN) 1'-0" 1'-0" 1'-4"
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ANCHOR BOLT SCHEDULE
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DETAIL
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NOT TO SCALE
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2x4 KEYWAY FULL WIDTH OF FOOTING AT MID-DEPTH
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REINF. CONT. THRU JOINT
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LONGITUDINAL REINF. BARS, SEE SECTIONS FOR SIZE AND QUANTITY.
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%%UELEVATION VIEW
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%%UTYP. FOOTING CONSTRUCTION JOINT
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DETAIL
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SCALE: ["=1'-0"
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E
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S0.1
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STD. HOOK
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#5 REBAR, AS OCCURS, SEE PLAN
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%%UHAIRPIN ANCHOR DETAIL
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DETAIL
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NOT TO SCALE
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\"x\" DP. SELF LEVELING ELASTOMERIC SEALANT. SEALER SHALL BE SOONEBORN SL-2 OR APPROVED ALTERNATE
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RECESS |" BELOW TOP OF SLAB
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\" WD. x 2" DP. SAWCUT OR GROOVE IN SLAB
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POLYETHYLENE BACKER ROD
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NOTE: STOP ALL SLAB STOP ALL SLAB REINFORCING AT JOINT
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CONC. SLAB
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TYPICAL SLAB CONTROL JOINT (S.J.) (NOTE: MAXIMUM GRID FOR SLAB CONTROL JOINT OR SLAB CONSTRUCTION JOINT TO BE 25'-0"x25'-0")
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DETAIL
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SCALE: ["=1'-0"
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SAWCUT TO BE PREPARED & PRIMED AS DIRECTED BY JOINT SEALER INSTRUCTIONS
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1|"~x1'-6" LG. SMOOTH DOWELS AT 12" O.C. COAT w/NON-BONDING AGENT TO PREVENT BOND TO CONC. DOWELS MUST BE CAREFULLY ALIGNED AND SUPPORTED DURING CONC. POUR (MIS-ALIGNED DOWELS WILL CAUSE SLAB CRACKING).
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NOTE: DOWELS MUST BE SUPPORTED DOWELS MUST BE SUPPORTED INDEPENDENTLY FROM SLAB REINF. (DO NOT TIE DOWELS TO SLAB REINFORCING OR TO CHAIRS).
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\"x\" DP. SELF LEVELING ELASTOMERIC SEALANT. SEALER SHALL BE SOONEBORN SL-2 OR APPROVED ALTERNATE
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RECESS |" BELOW TOP OF SLAB
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\" WD. x 1" DP. SAWCUT OR GROOVE IN SLAB
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POLYETHYLENE BACKER ROD
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NOTE: STOP ALL SLAB STOP ALL SLAB REINFORCING AT JOINT
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1|"~x1'-6" LG. SMOOTH DOWELS AT 12" O.C. COAT w/NON-BONDING AGENT TO PREVENT BOND TO CONC. DOWELS MUST BE CAREFULLY ALIGNED AND SUPPORTED DURING CONC. POUR (MIS-ALIGNED DOWELS WILL CAUSE SLAB CRACKING).
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NOTE: DOWELS MUST BE SUPPORTED DOWELS MUST BE SUPPORTED INDEPENDENTLY FROM SLAB REINF. (DO NOT TIE DOWELS TO SLAB REINFORCING OR TO CHAIRS).
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COAT INTERFACE WITH ASPHALTIC PAINT TO PREVENT BOND
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CONC. SLAB
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SAWCUT TO BE PREPARED & PRIMED AS DIRECTED BY JOINT SEALER INSTRUCTIONS
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TYPICAL SLAB CONSTRUCTION JOINT (C.J.) (NOTE: MAXIMUM GRID FOR SLAB CONTROL JOINT OR SLAB CONSTRUCTION JOINT TO BE 25'-0"x25'-0")
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DETAIL
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SCALE: ["=1'-0"
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S0.1
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PROFESSIONAL
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No. 21832
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GENERAL 1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, ENGINEER OR SUPPLIER OR ANY OF THEIR CONSULTANTS, AGENTS OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS, NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE STRUCTURAL ENGINEER OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE PROVISIONS OF THE CONTRACT DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS THE GENERAL CONTRACTOR SHALL VERIFY THE DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT/STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCY. 3. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE. 4. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORKS WITH THE STRUCTURAL CONTRACT DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS. 5. THE CONTRACTOR SHALL VERIFY THE FLOOR AND ROOF MOUNTED MECHANICAL THE CONTRACTOR SHALL VERIFY THE FLOOR AND ROOF MOUNTED MECHANICAL EQUIPMENTS WEIGHTS, FLOOR AND/OR ROOF OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. 6. THE CONTRACTOR SHALL NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF RECORD OF THE CONTRACTOR SHALL NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF RECORD OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. 7. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS SEE THE FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS SEE THE ARCHITECTURAL. 8. STRUCTURAL CONTRACT DRAWINGS SHALL NOT INCLUDE SHOP DRAWINGS, VENDOR STRUCTURAL CONTRACT DRAWINGS SHALL NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR. 9. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION OR ASSOCIATION TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE EDITION OF THE REFERENCED CODE INDICATED IN THE BUILDING CODE NOTED ABOVE. 10. ANY CONTRACTOR INTENDING TO SUPPORT EQUIPMENT, PIPING, DUCT WORK, CRANES OR ANY CONTRACTOR INTENDING TO SUPPORT EQUIPMENT, PIPING, DUCT WORK, CRANES OR OTHER ITEMS WHICH SUBJECT THE ROOF OR FLOOR SYSTEMS TO CONCENTRATED LOADINGS NOT SPECIFICALLY INDICATED ON THESE STRUCTURAL DRAWINGS, MUST SUBMIT SHOP DRAWINGS, WEIGHTS, AND PROPOSED SUPPORT LOCATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO ERECTION. ANY CONTRACTOR WHO ERECTS EQUIPMENT WITHOUT OBTAINING SUCH APPROVAL WILL BE REQUIRED EITHER TO REMOVE IT AND SUBMIT SHOP DRAWINGS OR STAND THE COST OF REQUIRED REINFORCEMENT OF MEMBERS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDER OF PUBLIC AUTHORITIES (ESPECIALLY OSHA) BEARING ON SAFETY OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE CONSTRUCTION SITE TO BE LOADED SO AS TO ENDANGER ITS SAFETY. 12. IN NO CASE SHALL STRUCTURAL ALTERATIONS OR WORK AFFECTING A STRUCTURAL IN NO CASE SHALL STRUCTURAL ALTERATIONS OR WORK AFFECTING A STRUCTURAL MEMBER BE MADE, UNLESS APPROVED BY JOHNSON AND ASSOCIATES ENGINEERING IN WRITING. 13. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE APPLICABLE BUILDING CODE. 14. THE CONTRACT DOCUMENT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS SHALL THE CONTRACT DOCUMENT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE SPECIFICATIONS AND/OR CODE OF PRACTICE FOR AISC, ACI, SJI, OR OTHER STANDARDS. 15. JOHNSON & ASSOCIATES ENGINEERING (JAE) HAS A LIMITED SCOPE OF SERVICES ON THIS JOHNSON & ASSOCIATES ENGINEERING (JAE) HAS A LIMITED SCOPE OF SERVICES ON THIS PROJECT. JOHNSON & ASSOCIATES ENGINEERING IS RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION ONLY. THE DESIGN OF THE PRE-ENGINEERED STEEL BUILDING, INCLUDING PRIMARY AND SECONDARY FRAMING IS THE SOLE RESPONSIBILITY OF THE BUILDING SUPPLIER/VENDOR AND ITS ALABAMA LICENSED DELEGATED ENGINEER. PRE-ENGINEERED METAL BUILDING DESIGN CRITERIA 1. ALL COLUMNS SHALL BE ANALYZED AND DESIGNED AS HAVING PINNED BASES. NO ALL COLUMNS SHALL BE ANALYZED AND DESIGNED AS HAVING PINNED BASES. NO MOMENT SHALL BE TRANSFERRED TO THE FOUNDATIONS. 2. DESIGN LOADS SHALL BE AS SPECIFIED IN THE DESIGN LOADS SECTION. DESIGN LOADS SHALL BE AS SPECIFIED IN THE DESIGN LOADS SECTION. 3. ROOF PURLINS MUST BE CAPABLE OF RESISTING NET WIND PRESSURES (IN OR OUT) ROOF PURLINS MUST BE CAPABLE OF RESISTING NET WIND PRESSURES (IN OR OUT) ASSUMING INTERIOR FLANGE UNBRACED EXCEPT WHERE FLANGE BRACING IS PROVIDED. 4. THE METAL BUILDING SYSTEM MANUFACTURER WILL BE RESPONSIBLE FOR COMPLETE THE METAL BUILDING SYSTEM MANUFACTURER WILL BE RESPONSIBLE FOR COMPLETE DESIGN OF THE BUILDING STRUCTURAL FRAME (INCLUDING LATERAL LOADS) DOWN TO THE FOUNDATION. COMPLETE DESIGN REACTIONS SHALL BE FURNISHED TO THE FOUNDATION DESIGN ENGINEER. 5. ALL METAL BUILDING SYSTEM SHOP DRAWINGS AND ERECTION DRAWINGS SHALL BE ALL METAL BUILDING SYSTEM SHOP DRAWINGS AND ERECTION DRAWINGS SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S ENGINEER DULY LICENSED IN THE PROJECT STATE. 6. METAL BUILDING CALCULATIONS COVER SHEET SHALL BE SIGNED AND SEALED BY THE METAL BUILDING CALCULATIONS COVER SHEET SHALL BE SIGNED AND SEALED BY THE MANUFACTURER'S ENGINEER, IN RESPONSIBLE CHARGE OF THEIR DEVELOPMENT, LICENSED IN THE PROJECT STATE. 7. DEFLECTION LIMITS FOR ROOF MEMBERS SHALL BE AS FOLLOWS: DEFLECTION LIMITS FOR ROOF MEMBERS SHALL BE AS FOLLOWS: TOTAL ITEM LOAD LOAD PURLINS L/180 L/180 FRAMES L/180 L/180 8. EXCEPT AS OTHERWISE APPROVED BY ARCHITECT, STRUCTURAL CLEARANCES SHALL BE EXCEPT AS OTHERWISE APPROVED BY ARCHITECT, STRUCTURAL CLEARANCES SHALL BE MAINTAINED AS CURRENTLY INDICATED IN THE CONTRACT DOCUMENTS. 9. STANDING SEAM DECKING SHALL NOT BE CONSIDERED AS PROVIDING DIAPHRAGM STANDING SEAM DECKING SHALL NOT BE CONSIDERED AS PROVIDING DIAPHRAGM RESISTANCE FOR LATERAL LOADS. 10. RIGID FRAME COLUMNS SHALL HAVE A MINIMUM BASE PLATE THICKNESS OF AT LEAST 1/2 RIGID FRAME COLUMNS SHALL HAVE A MINIMUM BASE PLATE THICKNESS OF AT LEAST 1/2 INCH. 11. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS (REQUESTED FOR THE CONVENIENCE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS (REQUESTED FOR THE CONVENIENCE OF THE PRE-ENGINEERED BUILDING SYSTEM MANUFACTURER) ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD. ALL DEVIATIONS SHALL BE EXPRESSLY LISTED AND DEFINED IN THE SHOP DRAWING SUBMITTAL. ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR DISCOVERY OF DEVIATIONS NOT LISTED, AND APPROVAL OF UNLISTED DEVIATIONS SHALL NOT BE IMPLIED. 12. A QUALIFIED REPRESENTATIVE OF THE METAL BUILDING SYSTEM SUPPLIER'S A QUALIFIED REPRESENTATIVE OF THE METAL BUILDING SYSTEM SUPPLIER'S CONSTRUCTION SERVICES DEPARTMENT SHALL MAKE AN ON-SITE REVIEW OF THE ERECTED BUILDING. REVIEWER SHALL NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT OF ANY AND ALL NOTED DISCREPANCIES FROM THE ERECTION AND DESIGN DRAWINGS. CONTRACTOR/ERECTOR SHALL CORRECT ALL DISCREPANCIES TO THE SATISFACTION OF THE REVIEWER AND THE ARCHITECT. UPON COMPLETION OF SERVICES THE REVIEWER SHALL SIGN AND NOTARIZE THE FOLLOWING STATEMENT UNDER THE METAL BUILDING SYSTEM SUPPLIER'S LETTERHEAD: TO THE BEST OF MY KNOWLEDGE AND BELIEF THE ABOVE DESCRIBED STRUCTURE HAS BEEN ERECTED IN SUBSTANTIAL CONFORMANCE WITH THE SUPPLIER'S ERECTION DRAWINGS AND DETAILS. 13. CONCRETE PEDESTALS/FOOTINGS SHALL BE OF SUFFICIENT SIZE TO PROVIDE FULL CONCRETE PEDESTALS/FOOTINGS SHALL BE OF SUFFICIENT SIZE TO PROVIDE FULL CONTACT BEARING AREA FOR COLUMN BASE PLATES. IF P.E.M.B.M. SELECTS BASE PLATES/COLUMNS LARGER THAN INDICATED PEDESTAL/FOOTING SIZES, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF SAME FROM THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. UPON RECEIPT OF SUCH APPROVAL CONTRACTOR SHALL FURNISH PEDESTALS/FOOTINGS OF SUFFICIENT SIZE TO ALLOW FULL CONTACT BEARING AREA FOR BASE PLATES AND TO MAINTAIN A MINIMUM OF 4" FROM THE CENTERLINE OF THE EXTREME ANCHOR BOLTS, TO THE PEDESTAL EDGE. PEDESTALS OF SUFFICIENT SIZE SHALL BE FURNISHED WITHOUT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL PAY STRUCTURAL ENGINEER OF RECORD FOR SERVICES IN RE-SIZING PEDESTALS FOR CONTRACTOR'S CONVENIENCE. IF ARCHITECT/ENGINEER CANNOT APPROVE LARGER COLUMNS AND BASE PLATES, CONTRACTOR SHALL INSTRUCT P.E.M.B. MANUFACTURER TO FURNISH COLUMNS AND BASE PLATES THAT WILL HAVE FULL BEARING ON THE PEDESTALS/FOOTINGS INDICATED ON THE CONTRACT DRAWINGS. 14. CENTER ALL FOOTINGS ON METAL BUILDING SYSTEM COLUMN BASE PLATE, U.N.O. NOTE, CENTER ALL FOOTINGS ON METAL BUILDING SYSTEM COLUMN BASE PLATE, U.N.O. NOTE, CENTERLINE OF METAL BUILDING COLUMN AND FOOTING MAY NOT ALIGN WITH CENTERLINE OF COLUMN PEDESTAL. 15. SEE ANCHOR BOLT LAYOUT PLAN, PROVIDED BY THE METAL BUILDING SYSTEM SEE ANCHOR BOLT LAYOUT PLAN, PROVIDED BY THE METAL BUILDING SYSTEM MANUFACTURER, FOR EXACT ANCHOR BOLT SIZE AND LOCATION. DESIGN OF REQUIRED ANCHOR BOLT DIAMETER IS THE RESPONSIBILITY OF THE METAL BUILDING SYSTEM DESIGNER. SEE ANCHOR BOLT DETAILS FOR REQUIRED ANCHOR BOLT LENGTH AND CONFIGURATION. FOUNDATION 1. THE FOUNDATION IS DESIGNED AS A SHALLOW SPREAD FOUNDATION SYSTEM WITH AN THE FOUNDATION IS DESIGNED AS A SHALLOW SPREAD FOUNDATION SYSTEM WITH AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN. 2. THE FOUNDATION IS DESIGNED AS RECOMMENDED BY QUALITY ASSURANCE TESTING THE FOUNDATION IS DESIGNED AS RECOMMENDED BY QUALITY ASSURANCE TESTING LABORATORIES, INC. IN THE PROJECT GEOTECHNICAL REPORT DATED JULY 30, 2019. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN. 3. FOR BUILDING SITE PREPARATION REQUIREMENTS SEE PROJECT GEOTECHNICAL REPORT FOR BUILDING SITE PREPARATION REQUIREMENTS SEE PROJECT GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE ACI 318-11 AND CRSI STANDARDS. CONCRETE WORK SHALL CONFORM TO THE ACI 318-11 AND CRSI STANDARDS. 2. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED WITHIN THE THICKNESS OF CONCRETE WALLS UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES. 3. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION AND DETAILS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 4. CONSTRUCTION JOINTS IN CONCRETE BEAMS AND FRAMED SLABS SHALL BE PLACED AT CONSTRUCTION JOINTS IN CONCRETE BEAMS AND FRAMED SLABS SHALL BE PLACED AT MIDSPAN. ALL CONSTRUCTION JOINTS MUST BE KEYED WITH REINFORCING RUN CONTINUOUS THROUGH JOINTS. 5. AT COLUMN FOOTINGS, COLUMN ANCHOR RODS WITH TEMPLATE SHALL BE INSTALLED IN AT COLUMN FOOTINGS, COLUMN ANCHOR RODS WITH TEMPLATE SHALL BE INSTALLED IN PROPER LOCATION PRIOR TO POURING THE FOOTING. 6. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTH UTILIZING TYPE 1 CEMENT: FOUNDATIONS AND SLABS ON GRADE 4000 PSI 4000 PSI REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615-GRADE 60. REINFORCING STEEL SHALL CONFORM TO ASTM A615-GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE A MINIMUM SIDE LAP OF WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE A MINIMUM SIDE LAP OF 8 INCHES. 3. REINFORCEMENT SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL REINFORCEMENT SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN THE STRUCTURAL CONTRACT DOCUMENTS. 4. ALL REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS IN LENGTH ALL REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 36 BAR DIAMETERS IN LENGTH FOR REINFORCED CONCRETE. LAP SPLICES FOR REINFORCED MASONRY SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 5. ALL REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED, FABRICATED, AND ALL REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI MANUAL AND MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 6. MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE IN CONFORMANCE WITH MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE IN CONFORMANCE WITH CHAPTER 7 OF ACI 318-11 EXCEPT AS OTHERWISE NOTED. 7. REINFORCING IN ALL CONCRETE WALLS, FOOTINGS AND BOND BEAMS SHALL BE REINFORCING IN ALL CONCRETE WALLS, FOOTINGS AND BOND BEAMS SHALL BE CONTINUOUS AT INTERSECTIONS AND CORNERS. WHERE WALL FOOTINGS STEP, REINFORCING SHALL BE CONTINUOUS IN STEP. 8. PROVIDE 2-#5 EXTRA DIAGONAL REINFORCING BARS AT CORNERS OF ALL OPENINGS IN PROVIDE 2-#5 EXTRA DIAGONAL REINFORCING BARS AT CORNERS OF ALL OPENINGS IN FRAMED SLABS AND CONCRETE WALLS. EXTEND BARS 2'-0" BEYOND EACH EDGE OF OPENING. 9. AT POURED CONCRETE WALLS, PIERS AND COLUMNS, DOWELS FOR VERTICAL AT POURED CONCRETE WALLS, PIERS AND COLUMNS, DOWELS FOR VERTICAL REINFORCING BARS SHALL BE INSTALLED IN THEIR PROPER LOCATION PRIOR TO CONCRETE POUR OF THE FOOTINGS. STRUCTURAL SUBMITTALS 1. FURNISH ONE ELECTRONIC COPY OF ALL SHOP DRAWINGS AND SUBMITTALS. FURNISH ONE ELECTRONIC COPY OF ALL SHOP DRAWINGS AND SUBMITTALS. 2. SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS AND SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS AND PROCEDURES. 3. REPRODUCTION OF CONTRACT DOCUMENTS FOR ERECTION AND/OR SHOP DRAWINGS WILL REPRODUCTION OF CONTRACT DOCUMENTS FOR ERECTION AND/OR SHOP DRAWINGS WILL NOT BE PERMITTED. 4. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER OF REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER OF RECORD DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR ALSO SHALL BE RESPONSIBLE FOR MEANS, METHOD, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. SEE SPECIFIC PROVISIONS IN THE CONTRACT DOCUMENTS DEALING WITH THE APPROPRIATE DESIGN RESPONSIBILITIES OF CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS. 5. IN THE EVENT THAT JOHNSON & ASSOCIATES ENGINEERING REVIEWS SUBMITTALS (AS A IN THE EVENT THAT JOHNSON & ASSOCIATES ENGINEERING REVIEWS SUBMITTALS (AS A COURTESY TO THE CONTRACTOR TO REDUCE THE TIME PRIOR TO THE START OF FABRICATION) WHICH HAVE NOT FIRST BEEN REVIEWED AND APPROVED BY THE AND APPROVED BY THE BY THE CONTRACTOR, SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM REVIEW AND APPROVE ALL SUCH SUBMITTALS, NOR WILL IT CREATE RESPONSIBILITY OR LIABILITY ON THE PART OF JOHNSON & ASSOCIATES ENGINEERING AS TO THE CONTENTS, ACCURACY OR COMPLETENESS OF SUCH SHOP DRAWINGS EXCEPT AS MAY BE SPECIFICALLY DESCRIBED IN THESE GENERAL NOTES. CONTRACTOR IS SOLELY RESPONSIBLE FOR REVIEW AND APPROVAL OF SHOP DRAWINGS AND OTHER SUBMITTALS, AND CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL REQUIREMENTS OF THE WORK OF THE CONTRACTOR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS 6. THE SER REVIEW OF SUBMITTALS WILL BE MADE FOR LIMITED PURPOSES AND IS SUBJECT THE SER REVIEW OF SUBMITTALS WILL BE MADE FOR LIMITED PURPOSES AND IS SUBJECT TO THE LIMITATIONS AND DISCLAIMERS SET FORTH IN THESE GENERAL NOTES. THE JOHNSON AND ASSOCIATES ENGINEERING REVIEW DOES NOT INVOLVE OR INCLUDE: A. REVIEW OF SUBMITTAL DIMENSIONS AND QUANTITIES. REVIEW OF SUBMITTAL DIMENSIONS AND QUANTITIES. B. ACCEPTANCE OR ASSUMPTION OF ANY RESPONSIBILITY TO REVIEW, ANALYZE ACCEPTANCE OR ASSUMPTION OF ANY RESPONSIBILITY TO REVIEW, ANALYZE OR EVALUATE ANY SUBMITTALS INCLUDING SHOP DRAWINGS PROVIDED TO JOHNSON AND ASSOCIATES ENGINEERING OR ACCEPTANCE OR ASSUMPTION OF ANY PART OF CONTRACTOR'S RESPONSIBILITIES (WHICH INCLUDE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND APPROVE SUBMITTAL), WHETHER OR NOT THE JOHNSON AND ASSOCIATES ENGINEERING REVIEW WAS MADE PRIOR TO THE REVIEW AND APPROVAL OF THE CONTRACTOR. C. ANALYSIS, VERIFICATION OR SUBSTANTIATION OF EQUIPMENT OR SYSTEM ANALYSIS, VERIFICATION OR SUBSTANTIATION OF EQUIPMENT OR SYSTEM INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS. D. REVIEW, EVALUATION OR APPROVAL OF PROJECT SAFETY PRECAUTIONS OR REVIEW, EVALUATION OR APPROVAL OF PROJECT SAFETY PRECAUTIONS OR SAFETY TRAINING. E. REVIEW, EVALUATION OR APPROVAL OF CONSTRUCTION MEANS, METHODS, REVIEW, EVALUATION OR APPROVAL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES. JOHNSON AND ASSOCIATES ENGINEERING REVIEW OF A SPECIFIC ITEM DOES NOT INCLUDE OR INDICATE OR CONSTITUTE REVIEW OF A GROUP OR AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR MUST NOTIFY JOHNSON AND ASSOCIATES ENGINEERING, IN WRITING, RELATIVE TO ANY DEVIATION FROM THE CONTRACT DOCUMENTS, WHICH APPEARS IN THE SHOP DRAWINGS, SAMPLES, AND PRODUCT DATA. APPROVAL OF THE SUBMITTAL CONTAINING SUCH DEVIATION DOES NOT CONSTITUTE APPROVAL OF THE DEVIATION. APPROVAL OR REJECTION OF THE DEVIATION WILL ONLY BE PROVIDED BY JOHNSON AND ASSOCIATES ENGINEERING IN A SEPARATE WRITTEN COMMUNICATION TO THE CONTRACTOR. JOHNSON AND ASSOCIATES ENGINEERING IS NOT RESPONSIBLE FOR DISCOVERY OF DEVIATIONS NOT COMMUNICATED BY THE CONTRACTOR. STRUCTURAL SUBMITTALS: METAL BUILDING SYSTEM, CONCRETE REINFORCING BARS, ANCHOR RODS AND CONCRETE MIX DESIGNS. 1. THE FOLLOWING SUBMITTALS MUST BE MADE TO THE STRUCTURAL ENGINEER OF RECORD: THE FOLLOWING SUBMITTALS MUST BE MADE TO THE STRUCTURAL ENGINEER OF RECORD: A. ERECTION DRAWINGS, FABRICATION DRAWINGS, COMPONENT DETAILS, AND ERECTION DRAWINGS, FABRICATION DRAWINGS, COMPONENT DETAILS, AND CONNECTION DETAILS. B. CALCULATIONS FOR ALL COMPONENTS SIZED BY THE FABRICATOR'S SPECIALTY CALCULATIONS FOR ALL COMPONENTS SIZED BY THE FABRICATOR'S SPECIALTY DESIGN ENGINEER. 2. THE STRUCTURAL SUBMITTALS FOR THE METAL BUILDING SYSTEM SHALL BEAR THE THE STRUCTURAL SUBMITTALS FOR THE METAL BUILDING SYSTEM SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE SPECIALTY DESIGN ENGINEER LICENSED IN THE PROJECT STATE. 3. THE PROJECT STRUCTURAL ENGINEER OF RECORD WILL REVIEW THE SUBMITTALS FOR THE PROJECT STRUCTURAL ENGINEER OF RECORD WILL REVIEW THE SUBMITTALS FOR INDICATION THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. DESIGN LOADS 1. ROOF LIVE LOAD = 20 PSF ROOF LIVE LOAD = 20 PSF = 20 PSF 2. WIND LOADING CRITERIA (PER ASCE 7-16) WIND LOADING CRITERIA (PER ASCE 7-16) BUILDING RISK CATEGORY = II = II BASIC WIND SPEED: V(ULT) = 106 MPH V(ULT) = 106 MPH = 106 MPH EXPOSURE CATEGORY: = C = C INTERNAL PRESSURE COEFF.: GCPI = ; 0.18 GCPI = ; 0.18 = ; 0.18 3. SEISMIC LOADING CRITERIA SEISMIC LOADING CRITERIA SS = 0.253 = 0.253 S1 = 0.094 = 0.094 IMPORTANCE FACTOR = 1.00 = 1.00 SITE CLASS = D (ASSUMED) = D (ASSUMED) SPRECTRAL ACCELERATION PARAMETERS: SDS = 0.269 = 0.269 SD1 = 0.151 = 0.151 SEISMIC DESIGN CATEGORY = C = C 4. METAL BUILDING SUPPLEMENTAL DESIGN CRITERIA METAL BUILDING SUPPLEMENTAL DESIGN CRITERIA DEAD LOAD: = WEIGHT OF STRUCTURE = WEIGHT OF STRUCTURE COLLATERAL LOAD: = 5PSF = 5PSF LATERAL FRAME DRIFT: = H/120 = H/120 PREENGINEERED SYSTEMS 1. THE DESIGN OF PREENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS THE DESIGN OF PREENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE SUPPLIER AND ITS DESIGN ENGINEER, LICENSED IN THE PROJECT STATE. SUBMITTALS OF SUCH SYSTEMS TO THE STRUCTURAL ENGINEER OF RECORD SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS WITH REGARD TO THE ARRANGEMENT, AND/OR SIZES OF MEMBERS SHOWN ON THE CONTRACT DOCUMENTS AND TO INSURE CORRECT INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER OF RECORD SHALL NOT IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. 2. SEE SPECIFIC SECTIONS OF GENERAL NOTES ABOVE AND SPECIFICATIONS FOR THE SEE SPECIFIC SECTIONS OF GENERAL NOTES ABOVE AND SPECIFICATIONS FOR THE APPROPRIATE DESIGN RESPONSIBILITIES OF THE SUPPLIER AND ITS LICENSED ENGINEER. 3. THE CONTRACT DOCUMENT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS SHALL THE CONTRACT DOCUMENT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE SPECIFICATIONS AND/OR CODE OF PRACTICE FOR AISC, ACI, SJI OR OTHER STANDARDS. ERECTION, BRACING AND FORMWORK 1. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, FORMWORK, SHORING, AND THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, FORMWORK, SHORING, AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. ANCHOR BOLTS AND FOUNDATIONS HAVE NOT BEEN DESIGNED FOR ANY CONDITION OF ANCHOR BOLTS AND FOUNDATIONS HAVE NOT BEEN DESIGNED FOR ANY CONDITION OF LOADING OTHER THAN THAT OF THE COMPLETED STRUCTURE. VERIFICATION OF ADEQUACY OF ANCHOR BOLT AND FOUNDATIONS TO RESIST ERECTION INDUCED FORCES IS SOLELY THE RESPONSIBILITY OF THE STEEL ERECTOR AND CONTRACTOR. 3. UNLESS OTHERWISE NOTED STEEL FRAMEWORKS FOR THIS PROJECT ARE CLASSIFIED PER UNLESS OTHERWISE NOTED STEEL FRAMEWORKS FOR THIS PROJECT ARE CLASSIFIED PER AISC CODE OF STANDARD PRACTICE AS A “NON-SELF-SUPPORTING STEEL FRAME”. NON-SELF-SUPPORTING STEEL FRAME”. . PROVIDE TEMPORARY SUPPORT SYSTEMS NECESSARY TO SECURE ANY ELEMENT OR ELEMENTS OF THE STEEL FRAMING UNTIL ALL PERMANENT STEEL BRACING, DECKING AND/OR MASONRY WALLS ARE IN-PLACE AND CONNECTED TO THE STEEL FRAMEWORKS. JOB SITE SAFETY THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND FOR CONFORMANCE WITH THE HEALTH AND SAFETY PROVISIONS REQUIRED BY ANY REGULATORY AGENCIES. THE STRUCTURAL ENGINEER OF RECORD HAS NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR, OR THEIR EMPLOYEES WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS.
2'-0" MIN. (LONGER IF REQ'D TO MAINTAIN FULL COLUMN BASE > BEARING ON CONC. PEDESTAL & TO MAINTAIN A MINIMUM 4" FROM EDGE OF CONC. PEDESTAL TO < OF ANCHOR BOLTS).
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8" MIN. (WIDER IF REQ'D TO MAINTAIN FULL COLUMN BASE > BEARING ON CONC. PEDESTAL & TO MAINTAIN A MINIMUM 4" FROM EDGE OF CONC. PEDESTAL TO < OF ANCHOR BOLTS).
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8-#6 VERT. (MIN.)
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%%UCONCRETE COLUMN PEDESTAL REINFORCING DETAIL
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%%UPLAN VIEW
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DETAIL
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FOOTING SIZE & REINF.
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MARK No.
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3'-6" SQ. x 1'-4" DP., REINF. w/3-#5 EA. WAY, TOP & BOTT.
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F3.5
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NOTES: 1. TOP OF ALL FOOTINGS AT 2'-0" BELOW FINISH FLOOR ELEV., UNLESS NOTED OTHERWISE TOP OF ALL FOOTINGS AT 2'-0" BELOW FINISH FLOOR ELEV., UNLESS NOTED OTHERWISE (U.N.O.). 2. S.J.=SAW JOINT, SEE DET. A/S0.1. C.J.=SLAB CONSTRUCTION JOINT, SEE DET. B/S0.1. S.J.=SAW JOINT, SEE DET. A/S0.1. C.J.=SLAB CONSTRUCTION JOINT, SEE DET. B/S0.1. 3. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. 4. STRUCTURAL WALLS SHOWN, NON-STRUCTURAL DEMISING WALLS NOT SHOWN. STRUCTURAL WALLS SHOWN, NON-STRUCTURAL DEMISING WALLS NOT SHOWN. 5. FOUNDATION PLAN PLANE IS SHOWN AT APPROXIMATELY TOP OF SLAB ELEVATION. FOUNDATION PLAN PLANE IS SHOWN AT APPROXIMATELY TOP OF SLAB ELEVATION. 6. METAL BUILDING CONNECTION TO THE FOUNDATION DESIGNED AS PINNED CONNECTIONS. METAL BUILDING CONNECTION TO THE FOUNDATION DESIGNED AS PINNED CONNECTIONS. NO MOMENT SHALL BE TRANSFERRED TO THE FOUNDATION.
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NOTES: 1. SEE BASE BID FOUNDATION PLAN FOR NOTES.SEE BASE BID FOUNDATION PLAN FOR NOTES.
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NOTES: 1. SEE SHEET S1.1 FOR GENERAL STRUCTURAL NOTES. SEE SHEET S1.1 FOR GENERAL STRUCTURAL NOTES. 2. ROOF FRAMING PLAN SHOWN IS SCHEMATIC IN NATURE ONLY. MANUFACTURER/SUPPLIER ROOF FRAMING PLAN SHOWN IS SCHEMATIC IN NATURE ONLY. MANUFACTURER/SUPPLIER IS SOLELY RESPONSIBLE FOR FINAL ROOF FRAMING LAYOUT AND DESIGN. CONTACT THE STRUCTURAL ENGINEER OF RECORD PRIOR TO CHANGING ANY ASPECT OF THE ROOF FRAMING DEPICTED ON THIS PLAN.
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NOTES: 1. SEE BASE BID SCHEMATIC ROOF FRAMING PLAN FOR NOTES.SEE BASE BID SCHEMATIC ROOF FRAMING PLAN FOR NOTES.
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4'-0" SQ. x 1'-4" DP., REINF. w/4-#5 EA. WAY, TOP & BOTT.
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F4.0
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NOTES: 1. SEE BASE BID FOUNDATION PLAN FOR NOTES.SEE BASE BID FOUNDATION PLAN FOR NOTES.
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NOTES: 1. SEE BASE BID SCHEMATIC ROOF FRAMING PLAN FOR NOTES.SEE BASE BID SCHEMATIC ROOF FRAMING PLAN FOR NOTES.
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WPHP-1(5-TON)
1
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DH-12
HOSE BIBB(FREEZE PROOF)
3/4"
3/4"
HOSE BIBB(FREEZE PROOF)
1"
BALL VALVE INCONCRETEVALVE BOX
SEE CIVIL SITEPLAN FORCONTIN.
BALL VALVE
LOCATE JACE BMSCONTROLLER HERE
DH-2 2
HOSE BIBB(FREEZE PROOF)
3/4"
3/4"
HOSE BIBB(FREEZE PROOF)
DH-32 DH-42
BALL VALVE
BALL VALVE
1"
BALL VALVE
BALL VALVE
1" (BASE BID)1-1/4" (ALT. 1)
1" (BASE BID)1-1/4" (ALT. 1) ALT. 1 ONLY
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WALL SUPPLY REGISTER
MECHANICAL LEGENDSYMBOL DESCRIPTION
WALL RETURN GRILLE
HUMIDISTAT
TOUCH-SCREEN 7-DAYPROGRAMMABLE THERMOSTAT
DUCT SMOKE DETECTOR
H
T
S
1. THESE DRAWINGS ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE AND OPERATIONAL HVAC SYSTEM BEPROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES, AND CONTROLS, COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALLPARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED WITH. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE ANDOPERATIONAL HVAC SYSTEM IN ACCORDANCE WITH ALL APPLICALABLE CODES, STANDARDS, AND THESE CONTRACT DOCUMENTS SHALL BEFURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF THEOTHER TRADES BEFORE PREPARING SHOP DRAWINGS.
2. COORDINATE UNIT LOCATIONS, REGISTER AND GRILLE LOCATIONS, TEMPERATURE SENSOR LOCATIONS AND PIPING WITH STRUCTURAL, PLUMBING,AND ELECTRICAL. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL COST TO THE OWNER.
3. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ALL WALL, FLOOR, AND ROOF OPENINGS (DIMENSIONS ANDLOCATIONS). THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OPENINGS IN THE STRUCTURE. COORDINATE THE LOCATION OF FLOOR DRAINSWITH MECHANICAL EQUIPMENT PRIOR TO ROUGHING IN OR PLACEMENT OF MECHANICAL EQUIPMENT.
MECHANICAL GENERAL NOTES
CONDENSATE DRAIND
AHU CONDENSATE DRAIN DETAILNO SCALE
EVAPORATOR COIL(UNDER NEGATIVESTATIC PRESSURE)
DEEP SEAL TRAP
CLEAN OUT PLUG
1
ALLOW ACCESS TO HEAT STRIP AND CONTROL PANEL. 4. MAINTAIN 30 INCHES MINIMUM CLEARANCE ON RIGHT SIDE OF UNIT TO
1. UNIT IS SECURED BY WALL MOUNTING BRACKETS WHICH SECURE THE UNIT TO THE OUTSIDE WALL SURFACE AT BOTH SIDES AND AT THE BOTTOM.
2. THE UNIT ITSELF IS SUITABLE FOR "0" INCH CLEARANCE, BUT THE SUPPLY AIR DUCT FLANGE AND THE FIRST THREE FEET OF SUPPLY AIR DUCT REQUIRE 1 INCH CLEARANCE TO COMBUSTIBLE MATERIAL.
3. FOR ADDITIONAL MOUNTING RIGIDITY, THE RETURN AIR AND SUPPLY AIR (DEPENDING UPON WALL CONSTRUCTION) FRAMES OR COLLARS CAN BE DRILLED AND SCREWED OR WELDED TO THE STRUCTURAL WALL ITSELF. BE SURE TO OBSERVE REQUIRED CLEARANCE IF COMBUSTIBLE WALL.
SCHEDULE NOTES:1. COOLING: CAPACITY BASED ON EDB 80° F., EWB 67° F. AND AMBIENT 95° F.2. HEATING: CAPACITY BASED ON EWB 70° F., AMBIENT DB 45° F., AMBIENT RH 70°.3. RATED IN ACCORDANCE WITH WITH AHRI STANDARD 390-2003.4. UNIT IS BASED ON BARD QUIET CLIMATE - TS OUTDOOR MOUNTED 2-STAGE COMPRESSOR HIGH EFFICIENCY AIR SOURCE HEAT PUMP. EQUAL PRODUCTS BY MARVAIRE AND EUBANK.5. PROVIDE 2-STAGE SCROLL COMPRESSORS WITH DISCHARGE MUFFLER.6. PROVIDE MODULATING, ECM INDOOR, OUTDOOR FAN MOTORS AND RELIEF HOOD WITH MOTORIZED DAMPER.7. PROVIDE 2 STAGES OF COOLING AND 3 STAGES OF HEATING (2 COMPRESSOR STAGES PLUS ELECTRIC HEAT)8. PROVIDE HOT GAS RE-HEAT COIL FOR DEHUMIDIFICATION.9. PROVIDE TELESCOPING WALL SLEEVE WITH OUTDOOR AIR LOUVER (DARK BRONZE ANODIZED FINISH) AND FACTORY TRIM KIT.10. PROVIDE FACTORY DISCONNECT SWITCH.11. PROVIDE ECONOMIZER AND ECONOMIZER CONTROLS.
PROVIDE AND INSTALL A COMPLETE OPERATIONAL OUTDOOR WALL MOUNTEDPACKAGE HEAT PUMP UNIT WITH ALL RELATED CONTROLS, WIRING, ACCESSORIES,FACTORY TRIM KIT, ETC. PROVIDE WATER AND AIR TIGHT SEAL AROUND EXTERIOR WALLPENETRATION. PROVIDE PROPER SERVICE CLEARANCE AROUND PERIMETER OF UNIT PERMANUFACTURER'S RECOMMENDATIONS. SEE DETAIL.PROVIDE AND INSTALL A COMPLETE OPERATIONAL DEHUMIDIFIER WITH ALL RELATEDCONTROLS, WIRING, ACCESSORIES, ETC. PROVIDE AUXILIARY DRAIN PAN WITH FLOATMICRO-SWITCH TO SHUT UNIT OFF IF WATER IS DETECTED. HANG DEHUMIDIFIER HIGH ASPOSSIBLE BELOW STRUCTURE USING ALL-THREAD RODS. COORDINATE EXACTMOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. SEE DETAIL.
FINISHED FLOOR
EXTERIOR WALL
GRADE
14'-6" TO BOTTOMOF SUPPLY AIRREGISTER
5. PROVIDE WATER AND AIR TIGHT SEAL AT ALL EXTERIOR WALL PENETRATIONS.
SCHEDULE NOTES:1. CAPACITY BASED ON 80 DEGREES F., EWB 60% R.H. (ANSI/AHAM
DH-1-2003).2. PROVIDE FACTORY FAN SPEED SWITCH, FILTER SECTION, INLET AND OUTLET,
CONDENSATE DRAIN, INSULATED CABINET, FACTORY DEHUMIDIFICATIONCONTROL AND REMOTE HUMIDISTAT, TRANSFORMER, CONDENSATEOVERFLOW SAFETY SWITCH AND BACKDRAFT DAMPER. SEE ELECTRICALPLANS FOR DISCONNECT.
3. DEHUMIDIFIER BASED ON APRILAIRE MODEL 1870 OR APPROVED EQUAL BYHONEYWELL OR ULTRA-AIRE. PROVIDE CONDENSATE PUMP IF REQUIRED.
4. UNIT SHALL BE WIRED WITH FACTORY INSTALLED PLUG. SEE ELECTRICALPLANS FOR RECEPTACLE LOCATION PRIOR TO INSTALLING.
CAP.ppd
MAX.AMP
DRAWELECTRICAL REMARKS
DH-1 THRU 4 310 .6" 130 15 120/1/60 1,2,3,4,5
AIR FLOW
S 4
1
2
36
5
AIR FLOW
LEGEND: (THIS DETAIL ONLY)
DISCHARGE OPENING IN UNIT.INTAKE OPENING IN UNIT.PROVIDE SIDE ACCESS FOR FILTER PULL.AUXILIARY GALVANIZED SHEET METAL DRAIN PAN W/FLOAT MICRO SWITCH. SWITCH SHALL SHUT OFF UNIT IFWATER IS DETECTED.CONDENSATE DRAIN LINE FULL SIZE OF DRAIN W/4" P-TRAPTO NEAREST DRAIN.APRILAIRE MODEL 1870 DEHUMIDIFIER OR APPROVEDEQUAL HONEYWELL OR ULTRA-AIRE. PROVIDE DEDICATEDELECTRICAL CIRCUIT. HANG FROM STRUCTURE WITHALL-THREAD RODS.
1234
5
ALL-THREADROD
STRUCTURE
6
DEHUMIDIFIER DETAILNO SCALE
NOTE:MOUNT HIGH AS POSSIBLEBELOW STRUCTURE.COORDINATE EXACT MOUNTINGHEIGHT WITH OWNER PRIOR TOINSTALLATION.
INTERIOR WALL
FINISHED FLOOR
EXTERIOR WALL
GRADE
CONCRETE SPLASH-BLOCK ON GRADE
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INSULATED DOMESTICCOLD WATER LINECLEVIS HANGER
CARRIER PIPE
PIPE INSULATION
INSULATION SADDLE OR SHIELD:SADDLE FOR PIPES 2-1/2" DIA.AND LARGER. SHIELD FOR PIPES2" AND SMALLER, SHIELD LENGTH= 1.5 X INSUL. DIA.
STRUCTURE
PIPE HANGER DETAILNO SCALE
SIDE BEAM CLAMP
THREADED RODCUT TO LENGTH
EQUIPMENT CONTROL SEQUENCE OF OPERATION:
MECHANICAL CONTRACTOR SHALL PROVIDE A BARD (OR APPROVED EQUAL) CONTROLLER CAPABLE OF SENSINGSPACE TEMPERATURE AND HUMIDITY AND A JACE BMS CONTROLLER THAT MEETS THE CURRENT REQUIREMENTS BYTHE ARMY NATIONAL GUARD. THIS CONTROL SYSTEM SHALL RECORD TEMPERATURE AND HUMIDITY AND SEND OUTAN ALARM SIGNAL IN EMAIL FORMAT AND TEXT FORMAT TO DCSM - DATA PERSONNEL IN MONTGOMERY, AL FORARMY NATIONAL GUARD AND TO THE MANAGEMENT LEAD AND LOCAL SHOP CHIEF FOR ARMY NATIONAL GUARDINDICATING THAT THE SYSTEM HAS FALLEN OUT OF THE REQUIRED PARAMETERS MENTIONED BELOW:
REQUIRED TEMPERATURE AND HUMIDITY PARAMETERS:
1. 49% (RH) RELATIVE HUMIDITY AT ALL TIMES.2. MINIMUM OF 55-DEG. F AT ALL TIMES.3. MAXIMUM OF 80-DEG. F AT ALL TIMES.
COORDINATE WITH THE MANAGER OF STATE BAS INTHE OFFICE CFMO FOR COMPLETE CONNECTIVITY.
D
UNI-STRUT PIPINGSUPPORT (TYP.)
INSULATEDSLEEVE
UNI-STRUT PIPINGSUPPORT (TYP.)
3/4" DIA. SCH.-40 PVCCONDENSATE DRAIN LINE
NOTE:PROVIDE PAINTED SHEET METALCOVER OVER EXTERIOR VERTICALCONDENSATE DRAIN LINE.
NOTE:PROVIDE PAINTED SHEET METALCOVER OVER EXTERIOR VERTICALCONDENSATE DRAIN LINE.
903 SOUTH PERRY STREETMONTGOMERY, AL 36104T. (334) 269-0329www.Jmorriseng.com
PROJECT NO:
E N G I N E E R
L I CENS ED
No. 16984PROFESSIONAL
A
L A B A M A
SI
RROM.HSEMAJ
Project Number:
OF
Sheet Description
Revisions:
Date:
Sheet Number
DOCUMENTSCONSTRUCTION
445 Dexter AvenueSuite 5050Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
15
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
19-911
18 AUGUST 2021
IFB No. AC-21-B-0030-S
12
MECHANICAL/PLUMBING
FLOOR PLANS,DETAILS ANDSCHEDULES
M1.1
MECHANICAL/PLUMBING FLOOR PLAN - BASE BIDSCALE: 1/8"=1'-0"
MECHANICAL/PLUMBING FLOOR PLAN -ALTERNATE 1SCALE: 1/8"=1'-0"
N N MECHANICAL/PLUMBING FLOOR PLAN -ALTERNATE 2SCALE: 1/8"=1'-0"
N
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8-18-21
PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
E1.1
13
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Project Number:
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Sheet Description
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Revisions:
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Date:
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Sheet Number
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19-911
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18 AUGUST 2021
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S
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J.MICHAEL RUTLAND 2149
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TIMOTHY R. HOLMES 3188
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SYMBOLS, NOTES, AND SCHEDULES
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CEILING OUTLET - SURFACE OR PENDANT LED FIXTURE. HATCHING INDICATES LIGHT FIXTURE WITH EMERGENCY BALLAST.
SWITCH OUTLET - AC TYPE, THREE WAY, 20A, 120/277V, HUBBELL #1223 - GREY.
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SWITCH OUTLET - AC TYPE, SINGLE POLE, 20A, 120/277V, HUBBELL #1221 - GREY.("N" DENOTES NARROW)
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WALL OUTLET - JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT.
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LIGHTING PANEL - SEE SPECIFICATIONS AND SCHEDULE.
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POWER PANELS - SEE SPECIFICATIONS AND SCHEDULE.
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BRANCH CIRCUIT EXPOSED.
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EMPTY CONDUIT - 3/4".
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3
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S
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CEILING OUTLET - JUNCTION BOX.
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FLOOR OUTLET - CONDUIT STUB UP.
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J
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S
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J
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WALL OUTLET - EMERGENCY FIXTURE.
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WALL OUTLET - LED BRACKET TYPE.
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("WP" DENOTES WEATHERPROOF)
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NATIONAL ELECTRICAL CODE.
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N.E.C.
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ABOVE FINISHED FLOOR.
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ABOVE FINISHED GRADE.
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VERIFY LOCATION.
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A.F.G.
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A.F.F.
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VER.
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BELOW FINISHED CEILING.
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B.F.C.
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CONDITIONS.
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3. CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICAL INSTALLATION INCLUDING ALL WORK CUSTOMARILY INCLUDED EVEN IF
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4. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY COORDINATE HIS WORK WITH OTHER CONTRACTORS THROUGH THE GENERAL
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5. CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT NAMEPLATE DATA BEFORE ANY WORK IS DONE AND MAKE ANY
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6. SHOULD THE CONTRACTOR FIND DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS OR BE IN DOUBT AS TO
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7. THE ELECTRICAL DRAWINGS ARE SCHEMATIC AND ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT, OUTLETS,
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ETC.. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND SHALL FIT HIS WORK TO
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9. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT HEIGHT OF ALL COUNTER TOPS AND BACKSPLASHES ON CASEWORK SHOP
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DRAWINGS AND CHANGE SPECIFIED MOUNTING HEIGHT OF WALL OUTLETS AS REQUIRED SO THAT BOTTOM OF OUTLET BOX IS 2"
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10. ALL OUTLET BOXES MOUNTED BACK-TO-BACK IN WALLS SHALL HAVE FIREPROOF SOUND INSULATING MATERIAL INSTALLED
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12. CONTRACTOR SHALL CHECK ALL LIGHT FIXTURES FOR EXACT MOUNTING TYPE AND SPACE REQUIRED PRIOR TO ROUGH-IN.
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16. SUPPORT OF ALL LIGHTING FIXTURES SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. SEE SPECIFICATIONS FOR
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COMMUNICATIONS CIRCUITS ABOVE OR BELOW GRADE THAT WOULD OBSTRUCT CONSTRUCTION OF THE PROJECT OR CONFLICT IN
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ANY MANNER WITH COMPLETION OF THE PROJECT OR ANY CODE PERTAINING THERETO. IF UTILITY COMPANY REQUIREMENTS ARE
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AT A VARIANCE WITH THESE DRAWINGS AND SPECIFICATIONS, THE CONTRACT PRICE SHALL INCLUDE THE ADDITIONAL COST.
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CONDUCTORS. USE OF CONDUIT AS THE ONLY GROUND CONDUCTOR WILL NOT BE ALLOWED. SIZE GROUND CONDUCTORS PER
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17. COORDINATE SERVICES WITH POWER AND COMMUNICATION COMPANIES. REMOVE OR RELOCATE ALL POWER AND
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18. THIS CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDS THROUGHOUT THIS PROJECT, USING GREEN INSULATED
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N.E.C..
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CONFORM WITH THE BUILDING CONSTRUCTION AND WITH THE OTHER TRADES.
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WALL SWITCHES.............................4'-0"
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RECEPTACLES.................................1'-6"
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DATA OUTLET..................................1'-6"
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8. MOUNTING HEIGHTS OF ALL WALL OUTLETS SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED:
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ABOVE TOP OF BACKSPLASH OR IF NO BACKSPLASH IS USED, 4" ABOVE COUNTERTOP.
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BETWEEN THE BOXES TO PREVENT SOUND TRANSMISSION FROM ONE ROOM TO ANOTHER.
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CONTRACTOR FOR SPACE REQUIREMENTS, ETC.
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ADJUSTMENTS IN BREAKER AND WIRE SIZE AS MAY BE REQUIRED.
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INTENT, HE SHALL IMMEDIATELY OBTAIN CLARIFICATION FROM THE ARCHITECT OR ENGINEER.
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SEE SPECIFICATIONS FOR INSULATION TYPE.
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13. BRANCH CIRCUITS SHALL BE #12 AWG AND 1/2" CONDUIT MINIMUM. CONDUCTORS SHALL BE 98%%% CONDUCTIVITY COPPER.
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14. ALL CONDUITS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION TYPE FITTINGS.
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15. VERIFY EXACT LOCATION OF ALL MOTORS AND EQUIPMENT BEFORE ROUGHING IN.
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11. VERIFY ALL DOOR SWINGS WITH THE ARCHITECT BEFORE ROUGHING IN LIGHT SWITCHES.
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SUPPORTING METHODS.
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NOT SPECIFICALLY CALLED OUT.
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1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL ORDINANCES.
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2. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND ALL EXISTING FIELD
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GENERAL NOTES
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CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS.
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19. ALL UTILITY FEES ASSOCIATED WITH THIS PROJECT SHALL BE INCLUDED IN BID. IF THESE FEES CANNOT BE OBTAINED FROM
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THE UTILITY PRIOR TO BID, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY.
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20. CONTRACTOR SHALL FIELD MARK ALL ELECTRICAL EQUIPMENT WITH ARC-FLASH WARNING LABELS PER NEC 110.16.
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DATA OUTLET - 3/4" CONDUIT TO MDF WITH CABLES AS SHOWN.
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MOTOR SHOWN 5hp (TYPICAL) OR 40 AMPS (TYPICAL).
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NON-FUSED DISCONNECT SWITCH. (RT - RAINTIGHT).
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EXHAUST FAN MOTOR - FRACTIONAL HORSEPOWER.
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FUSED DISCONNECT SWITCH. (RT - RAINTIGHT).
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MAGNETIC MOTOR STARTER.
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f
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5
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40
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A
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LIGHTING FIXTURE SCHEDULE
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TELEPHONE OUTLET........................1'-6"
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CEILING OUTLET - RECESSED LED FIXTURE.
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THERMOSTAT - WALL OUTLET 48" AFF OR AS DIRECTED BY MECHANICAL DRAWINGS. RUN
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21. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AND MANUALS THAT PROVIDE INSTRUCTION ABOUT OPERATION AND MAINTENANCE
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OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE.
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HIGH BAY 360 DEGREE, PASSIVE INFRARED SENSOR WITH WIREGUARD. MOUNT AS HIGH AS POSSIBLE. SENSOR SWITCH CM6 OR EQUAL.
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S3
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EMPTY 3/4" CONDUIT TO UNIT.
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SWITCH OUTLET/TIMER - TIME SWITCH WITH ON/OFF BUTTON. WATT STOPPER TS-400-G OR EQUAL.
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TS
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S
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TELEPHONE BACKBOARD - 4' X 8' X 3/4" - 2 COATS OF GREY ENAMEL BOTH SIDES. (OR AS NOTED).
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T.B.B.
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MECHANICAL EQUIPMENT CIRCUIT SCHEDULE
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HUMIDISTAT - WALL OUTLET 48" AFF OR AS DIRECTED BY MECHANICAL DRAWINGS. RUN
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EMPTY 3/4" CONDUIT TO UNIT.
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OVERHEAD FIBER OPTIC CABLE.
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OHF
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UNDERGROUND FIBER OPTIC CABLE.
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UGF
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UNINTERRUPTIBLE POWER SUPPLY. SEE SPEC. INSTALL UPS IN THE SAME RACK AS THE MDF.
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UPS
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WALL OUTLET - SINGLE OUTLET, 30A, 125V, 3W. VERIFY NEMA CONFIGURATION WITH ACTUAL EQUIPMENT.
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22. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR
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TO SUBMITTING AND ORDERING EQUIPMENT.
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BUILDING AUTOMATION SYSTEM.
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BAS
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1. LABEL ALL CABLES AT EACH END.
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2. EXACT LABEL METHOD SHALL BE COORDINATED WITH, AND APPROVED BY THE
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ENGINEER PRIOR TO PURCHASE AND INSTALLATION.
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DATA CABLE LABEL DETAIL
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%%UOUTLET NUMBER:
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%%UMDF/IDF NAME:
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%%UNOTES:
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%%UPANEL #/PORT #
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MDF
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1/1
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1A
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%%UROOM NUMBER:
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101
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DATA CABLING LEGEND
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DATA OUTLET, NUMBER AS NECESSARY
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(2 CAT. 6 DATA CABLES PULLED TO JUNCTION BOX AND TERMINATED
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ONTO JACKS IN A STAINLESS STEEL FACEPLATE. LEAVE 12" SLACK
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ON CABLE. ROUTE DATA CABLE TO MDF AND TERMINATE.
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2D
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N.T.S.
PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
E2.1
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14
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Project Number:
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Sheet Description
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Revisions:
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Date:
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Sheet Number
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19-911
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18 AUGUST 2021
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S
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A
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T
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E
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O
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F
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A
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L
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A
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B
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A
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M
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A
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J.MICHAEL RUTLAND 2149
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TIMOTHY R. HOLMES 3188
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R
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E
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G
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I
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S
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T
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E
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R
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E
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D
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A
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R
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C
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H
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E
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C
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T
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SITE PLAN, SINGLE LINE DIAGRAM, SCHEDULES AND DETAILS
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ELECTRICAL SITE PLAN
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SCALE: 1" = 60'-0"
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BUILDING FF ELEV. 608.73'
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BUILDING
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SHED #8330 /CONCRETE
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GRAVEL ROAD
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GRAVEL
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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DITCH
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DITCH
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DITCH
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GATE
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GATE
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GATE
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GRAVEL ROAD
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24" CMP
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CONCRETE
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ASPHALT
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DITCH
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ASPHALT
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DITCH
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GATE
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GATE
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GATE
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ROAD
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GRAVEL
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GRAVEL
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O/E
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18" CMP
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15" CMP
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CONC
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1
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METER
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PIT
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DITCH
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DITCH
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ASPHALT
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ASPHALT
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CONCRETE
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CONCRETE
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DITCH
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DITCH
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ASPHALT
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CONCRETE
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O/E
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O/E
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GRAVEL
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GATE
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CONC.
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ROAD
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GRAVEL
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GROUNDING DETAIL
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N.T.S.
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METAL UNDERGROUND
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WATER PIPE
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GROUND BUS AT
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SERVICE ENTRANCE
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EQUIPMENT
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#1/0 CU
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BOND TO STRUCTURAL
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METAL WITH EXOTHERMIC
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WELD (WHERE APPLICABLE)
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5/8" X 10' COPPER
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GROUND ROD (TYP)
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EXOTHERMIC
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WELD
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AT TBB. BOND TO MDF WITH #6 AWG GROUND.
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1. PROVIDE AND INSTALL A 2"X6" GROUND BUS
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%%UNOTES:
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TO BUILDING
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REBAR
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EQUIPMENT LABEL DETAIL
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N.T.S. (TYPICAL)
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HP-1
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2"
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3" WIDE MICARTA
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LABEL
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BLACK)
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(WHITE ON
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1/2" TEXT
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ATTACH LABEL WITH
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STAINLESS STEEL
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SCREWS
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FED FROM XXX
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INDICATE SWITCHBOARD/PANEL
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WHERE CIRCUIT ORIGINATES.
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%%UNOTES:
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1. INSTALL LABEL ON ALL DISCONNECTING MEANS FOR EACH
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PIECE OF EQUIPMENT.
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(OD)
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+24VDC
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+24VDC
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Common
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Control Output
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Control Output
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Common
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+24VDC
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Control Output
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Common
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mine the specific current consumption
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See the product data sheet to deter-
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pack depends on the model of sensor.
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Maximum number of sensors per power
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of each sensor.
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Note:
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Neutral
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Hot
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Red
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Blk
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Pack
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Blk
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Blu
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Wht
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Power
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Ceiling/Wall
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Ceiling/Wall
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Any
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Sensor
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24VDC
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Sensor
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Any
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Red
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Ceiling/Wall
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24VDC
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Sensor
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24VDC
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Any
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Red
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Local
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Switch
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Off
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a
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d
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o
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L
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POWER PACK
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N.T.S.
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FOR MULTIPLE SENSORS ON ONE
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OCCUPANCY SENSOR DIAGRAM
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1. PANEL SHALL BE FULLY RATED AND SHALL HINGED FRONT TRIM
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%%UNOTES:
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TYPE
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MARK
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AMPS
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TYPE
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SERVICE
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MAINS
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MOUNTING
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SPARES
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PANELBOARD SCHEDULE
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1 POLE
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2 POLE
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BRANCHES
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SPACES
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LUG
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LOCATION
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REMARKS
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RATING
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AIC
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MINIMUM
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TYPE
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2. PANEL SHALL BE EQUIPPED WITH BUILT-IN SURGE PROTECTION, CAPABLE OF WITHSTANDING A TRANSIENT SURGE OF 160,000 AMPS.
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120/240V
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1%%C, 3W
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MB
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SURFACE
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TOP
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VERIFY WITH
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APCO
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3. PANEL SHALL BE SERVICE ENTRANCE RATED.
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4. FIELD MARK ELECTRIC SERVICE EQUIPMENT WITH A CONSPICUOUS & PERMANENT LABEL THAT INDICATES THE AVAILABLE FAULT CURRENT PER NEC 110.24.
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400
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MB
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500
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SURFACE
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TOP
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VERIFY WITH
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APCO
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NQOD
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NQOD
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120/240V
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1%%C, 3W
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SEE NOTES 1, 2, 3 & 4
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(TWO SECTION PANEL)
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SEE NOTES 1, 2, 3 & 4
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(TWO SECTION PANEL)
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6-20/1
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22-1PS
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6-20/1
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28-1PS
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PANEL LABEL DETAIL
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N.T.S. (TYPICAL)
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MPA
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120/240V, 1%%C, 3W
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3"
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4" WIDE MICARTA
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LABEL
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BLACK)
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(WHITE ON
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3/8" TEXT
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BLACK)
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(WHITE ON
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1/2" TEXT
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INDICATE VOLTAGE, NO. OF PHASES
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AND NO. OF WIRES
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ATTACH LABEL WITH
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STAINLESS STEEL
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SCREWS
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FED FROM
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XXX
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INDICATE SWITCHBOARD/PANEL
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WHERE FEE ORIGINATES.
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APCO SERVICE POLE.(VER.)
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TBB
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#6 CU
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LEGEND
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DATA/TELEPHONE SYSTEM RISER DIAGRAM
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N.T.S.
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24 PORT CATEGORY 6 PATCH PANEL
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12 PORT FIBER PATCH PANEL
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ENCLOSED/LOCKABLE WALL MOUNTED
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OF CABLE MANAGEMENT RAIL
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VERTICAL CABLE MANAGEMENT RAIL
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PLUGMOLD MOUNTED TO BACK SIDE
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4
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5
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3
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1
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2
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FINISHED FLOOR
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*
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PROVIDE AND INSTALL QUANTITIES
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OF EACH ITEM AS NECESSARY FOR
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A COMPLETE SYSTEM.
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EAVE HEIGHT
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ROOF
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%%UMDF
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1
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4
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2
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5
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%%UBUILDING
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%%UNEW
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3
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%%UNOTES:
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1. ALL SINGLE MODE FIBER SHALL BE TERMINATED WITH LC CONNECTORS.
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2. CONTRACTOR SHALL ENSURE THE WALL MOUNTED EQUIPMENT CABINET IS LOCKABLE AND IS A MINIMUM
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30" DEEP. IN ADDITION TO THE ABOVE, PROVIDE AND INSTALL THE FOLLOWING:
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SEE NOTE 2
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%%UTBB
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SEE SITE PLAN FOR ADDITIONAL INFORMATION.
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TO EXISTING TRANSIENT TRAINING BUILDING.
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(1)-2"C. WITH 6-STRAND SINGLE MODE FIBER
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OPTIC CABLE. COIL UP 20' OF SLACK AT EACH
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END. (36" DEEP MIN.)
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N.T.S.
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P.E. CELL DETAIL
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%%ULPA-20
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%%UTO "L3" & "L5" FIXTURES
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2 #12 & 1 #12(G)
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THHN IN 1/2" C.
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J
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THHN IN 3/4" C.
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JCN. BOX
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3 #12 & 1 #12(G)
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ROOF
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TORK #2101 PHOTO
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ELECTRIC CONTROL
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1'- 6" MIN.
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OHF
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OHF
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OHF
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OHF
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UGF
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UGF
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EXISTING HANDHOLE
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%%UMDF(EX)
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EXISTING TRANSIENT
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TRAINING BUILDING
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(VER.)
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1. TURN CONDUIT UP AT POLE AND ROUTE FIBER OPTIC CABLE
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%%UNOTES:
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OVERHEAD TO EXISTING TRANSIENT TRAINING STORAGE BUILDING.
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2. ROUTE FIBER OPTIC CABLE DOWN POLE AND UNDERGROUND TO
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MDF(EX.) VIA THE EXISTING HANDHOLE. TERMINATE FIBER ONTO
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(1)-2"C. WITH 6-STRAND SINGLE MODE FIBER OPTIC
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CABLE. COIL UP 20' OF SLACK AT EACH END AND
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6 STRAND SINGLE MODE FIBER OPTIC CABLE.
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INSTALL AERIALLY ON EXISTING POLES.
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SUPPORT AS NECESSARY. COIL UP 20' OF
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SLACK AT EACH END AND TERMINATE AS REQUIRED.
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TERMINATE AS REQUIRED.
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3/4" TELEPHONE BACKBOARD PAINTED
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ANSI 61 GRAY.
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SEE NOTE 1
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SEE NOTE 2
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EXISTING MDF IN EXISTING BUILDING. PROVIDE FIBER MODULES AS
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CISCO C9300-24U-E (SWITCH) CISCO C9300-NW-E-24 (NETWORK ESSENTIALS TERM LICENSE) CISCO S9300UK9-169 (IOS UNIVERSAL LICENSE) CISCO PWR-C1-1100WAC-P (POWER SUPPLY) CISCO C9300-SPS-NONE (NO SECONDARY POWER SUPPLY SELECTED) CISCO CAB-TA-NA (POWER CABLE) CISCO C9300-STACK-NONE (NO STACK CABLE SELECTED) CISCO C9300-SPWR-NONE (NO STACK POWER CABLE SELECTED) CISCO C9300-SSD-NONE (NO SSD CARD SELECTED) CISCO NETWORK-PNP-LIC (NETWORK PLUG-N-PLAY LICENSE CISCO C9300-DNA-E-24 (24-PORT TERM LICENSE) CISCO C9300-DNA-E-24-3Y (24-PORT 3 YEAR TERM LICENSE) CISCO C9300-NM-4G= (CATALYST 9300 4 X 1GE NETWORK MODULE) CISCO GLC-LH-SMD (2 EACH)(TRANSCEIVER MODULES)
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GF INDICATES GROUND FAULT BREAKER.
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* INDICATES BREAKER TO BE INSTALLED IF ALTERNATE #1 IS TAKEN.
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** INDICATES BREAKER TO BE INSTALLED IF ALTERNATE #2 IS TAKEN.
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3-80
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1-80*
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1-80**
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7-20
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1-20*
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2-20**
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7-20GF
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2-20GF**
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1-30GF
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CONDUCTOR SCHEDULE
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1 %%C WIRE TAG
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SINGLE PHASE FEEDER
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AMPS
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FEEDER/GROUND
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MISCELLANEOUS TAGS
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SGND 5
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1 #1/0 CU IN 3/4" C.
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400 W/O GND
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400-3W
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FINISHED GRADE
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ELECTRICAL SINGLE LINE DIAGRAM
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N.T.S.
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1. SEE SCHEDULE ON THIS SHEET FOR WIRE SIZE. (TYP)
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%%UNOTES:
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GROUND RODS
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(SEE DETAIL)
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PER N.E.C.
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FINISHED FLOOR
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EAVE HEIGHT
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ROOF
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MPA
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SGND 5
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3 #500 MCM IN 3" C.
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TRANSOCKET METER AS REQUIRED.
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NEW APCO FEEDER-THROUGH OR
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1%%C, 3W SERVICE
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APCO 120/240V
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500-3W
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400-3W
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BASE BID AND ALT#1
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500-3W
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2 RUNS OF 3 #250 MCM
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IN (2) 2-1/2" C.
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500 W/O GND
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500-3W
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400-3W
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ALTERNATE #2
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VERIFY WITH APCO.
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MPA
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(ALT#2)
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MPA
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(BASE &
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ALT #1)
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3-80
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1-80*
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%%UNEW BUILDING
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(BASE BID)
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%%UNEW
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%%UBLDG.
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(ALT #1)
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%%UNEW
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%%UBLDG.
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(ALT #2)
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UGF
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%%UMPA
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(BASE BID)
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%%UMPA
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(ALT #1)
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%%UMPA
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(ALT #2)
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2-20GF*
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6-20
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1-20*
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8-20GF
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2-20GF*
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1-30GF
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BASE BID AND ALT#1
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ALTERNATE #2
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EQUIPMENT CABINET
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REQUIRED.
PHONE: (256) 240-7335
M.E. JOB #2126
878 AVALON LANEANNISTON, AL 36207
DOCUMENTSCONSTRUCTION
8-18-21
445 Dexter AvenueSuite 5050P.O. Box 1706Montgomery, Al 36104
Phone: (334) 420-5672Fax: (334) 420-5692
JMR+H A r c h i t e c t u r e , P C
ALEXANDRIA, ALABAMA
PELHAMRANGE
CONTROLLEDHUMIDITYVEHICLE
STORAGEBUILDING
IFB # AC-21-B-0030-S
OF 15
E3.1
NBC RECONVEH/STRYKER1
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NBC RECONVEH/STRYKER3
NBC RECONVEH/STRYKER4
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NBC RECONVEH/STRYKER16
NBC RECONVEH/STRYKER1
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NBC RECONVEH/STRYKER6
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NBC RECONVEH/STRYKER9
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NBC RECONVEH/STRYKER14
NBC RECONVEH/STRYKER15
NBC RECONVEH/STRYKER16
15
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Project Number:
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Sheet Description
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Revisions:
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Date:
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Sheet Number
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19-911
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18 AUGUST 2021
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S
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A
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T
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E
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O
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F
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A
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L
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A
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B
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A
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M
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A
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J.MICHAEL RUTLAND 2149
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TIMOTHY R. HOLMES 3188
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R
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E
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G
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I
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S
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T
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E
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R
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E
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D
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A
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R
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C
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H
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T
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E
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C
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T
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LIGHTING, POWER AND AUXILIARIES PLANS
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NOTE: ALL 120 VOLT CIRCUIT WIRE SIZES SHALL BE BASED UPON DISTANCE FROM PANELBOARD FEEDING THE CIRCUITS AS FOLLOWS AND THE CIRCUITS SHALL HAVE A 3% VOLTAGE DROP OR LESS: LESS THAN 75 FEET............#12 AWG BETWEEN 76' AND 125'......#10 AWG BETWEEN 126' AND 190'....#8 AWG
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OCCUPANCY SENSOR LOCATIONS AND TYPES SHOWN ARE THE BASIS OF DESIGN FOR ONE MANUFACTURER AND ARE SCHEMATIC AND
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SHOULD BE VERIFIED WITH MANUFACTURER PRIOR TO BIDDING. OCCUPANCY SENSOR MANUFACTURER SHALL SUBMIT A LAYOUT OF
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RECOMMENDED SENSOR TYPES AND LOCATIONS PRIOR TO INSTALLATION. THE MANUFACTURER SHALL PROVIDE ALL EQUIPMENT NECESSARY
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TO PROVIDE COVERAGE FOR ALL ROOMS AND THE MANUFACTURER SHALL PROVIDE ON-SITE START-UP AND SENSOR ADJUSTMENTS AS
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NECESSARY TO ENSURE PROPER FUNCTION AND COVERAGE IN ALL ROOMS. THE TIME DELAYS FOR THE SENSORS SHALL BE COORDINATED
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WITH THE OWNER. THE MANUFACTURER SHALL INSTALL EITHER SLAVE RELAY POWER PACKS OR TWO RELAY POWER PACKS TO ENSURE
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THAT MULTILEVEL SWITCHING FUNCTIONS CORRECTLY IN EACH SPACE.
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A13
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S
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TIE INTO EXTERIOR LIGHTING
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CIRCUIT IF ALTERNATE IS TAKEN.
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TIE INTO EXTERIOR LIGHTING
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CIRCUIT IF ALTERNATE IS TAKEN.
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%%UTO PE CELL
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(LPA-20)
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a
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TO "c" SWITCH ON BASE BID LIGHTING PLAN.
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TO "a, b" SWITCHED FIXTURES ON BASE BID
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LIGHTING PLAN.
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c
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c
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c
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c
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SEE NOTE 1
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c
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a
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%%UTO PE CELL
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a
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b
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a
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a
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SEE NOTE 2
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SEE NOTE 2
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TO FIXTURES IN ALTERNATE #2.
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S
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3
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TIE INTO EXTERIOR LIGHTING
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CIRCUIT IF ALTERNATE IS TAKEN.
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TIE INTO EXTERIOR LIGHTING
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CIRCUIT IF ALTERNATE IS TAKEN.
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%%UTO PE CELL
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(LPA-20)
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%%UMPA-11
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a
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TO "b" SWITCH ON BASE BID LIGHTING PLAN.
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TO "a" SWITCHED FIXTURES ON BASE BID LIGHTING
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PLAN.
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b
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BASE BID LIGHTING PLAN
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SCALE: 1/8" = 1'-0"
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%%UNOTES:
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1. SWITCH SHALL ONLY BE INSTALLED IF ALTERNATE #2 IS TAKEN.
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2. NOTE THAT LIGHT FIXTURE WILL MOVE IF ALTERNATE #1 OR #2 IS TAKEN.
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ALTERNATE #1 LIGHTING PLAN
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SCALE: 1/8" = 1'-0"
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%%UNOTES:
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1. NOTE THAT LIGHT FIXTURE WILL MOVE IF ALTERNATE #2 IS TAKEN.
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SEE NOTE 1
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SEE NOTE 1
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ALTERNATE #2 LIGHTING PLAN
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SCALE: 1/8" = 1'-0"
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BUILDING SHALL COMPLY
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ALL WIRING WITHIN THE
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WITH NEC ARTICLE 511.
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AREA UP TO 18" AFF
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SHALL BE CONSIDERED
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CLASS 1, DIV. 2.
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BUILDING SHALL COMPLY
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ALL WIRING WITHIN THE
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WITH NEC ARTICLE 511.
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AREA UP TO 18" AFF
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SHALL BE CONSIDERED
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CLASS 1, DIV. 2.
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BASE BID POWER AND AUXILIARIES PLAN
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SCALE: 1/8" = 1'-0"
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%%UNOTES:
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1. NOTE THAT ELECTRICAL EQUIPMENT WILL MOVE IF ALTERNATE #1 OR #2 IS TAKEN.
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ALTERNATE #1 LIGHTING PLAN
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SCALE: 1/8" = 1'-0"
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ALTERNATE #2 LIGHTING PLAN
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SCALE: 1/8" = 1'-0"
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SEE NOTE 1
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%%UNOTES:
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1. NOTE THAT ELECTRICAL EQUIPMENT WILL MOVE IF ALTERNATE #2 IS TAKEN.