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<br />8'-0'"
<br />
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<br />'-
<br />
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<br />"
<br />
<br />
<br />ACCESS TO
<br />RADIATOR FILL eN'
<br />
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<br /> N
<br />
<br />~GENERAC PROPANE
<br />GENERATOR 20 kW---......
<br />
<br />(~) EQUIPMENT EEL INLET
<br />MOUNTING HOLES
<br />
<br />
<br />~
<br />'-
<br />
<br />
<br />s'-S'
<br />
<br />4" "-0 1/'r
<br />
<br />o
<br />.1
<br />
<br />1'-0 1/t' 4"
<br />
<br />DETAIL A
<br />PROPANE GENERATOR FOUNDATION PLAN
<br />SCALE: 1/2"=1'-0'"
<br />SEE NO TES
<br />
<br />~GENERAC PROPANE
<br />GENERATOR 20 kW---......
<br />
<br />PRECAST CONCRETE
<br />SlAB
<br />
<br />GENERAL NOTES:
<br />
<br />,. AlL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS.
<br />
<br />2, THE SITE SHAlL BE GRADED TO CAUSE SURfACE WATER TO FLOW AWAY
<br />FROM THE EQUIPMENT.
<br />
<br />3. NO FILL OR EMBANKMENT MATERIAl SHALL BE PLACED ON FROZEN
<br />GROUND. FROZEN MATERIAlS, SNOW OR ICE SHAll NG " BE PLACED IN
<br />ANY FILL OR EMBANKMENT,
<br />
<br />~. THE SUBGRADE SHALL BE COMPACTED ANO BROUGHT TO A SMOOTH
<br />GRADE PRIOR TO FINISH SURFACE APPLICATION,
<br />
<br />5, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
<br />WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT AlL TIMES,
<br />AND WHERE REQUIRED FOR THE PROPER EXECUTION Of THE WORK, SHALL
<br />BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD
<br />BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILUNG AROUNO OR
<br />NEAR "TllITIES, CONTRACTOR SHALL PROVIDE SA.CTY ~RAJNING FOR THE
<br />WORKING CRE'<'..
<br />
<br />G, AlL EXISTING INACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER
<br />UTIUTIES, WHICH INTERfERE WITH THE EXECUTION Of THE WORK, SHALL BE
<br />REMOVED AND/OR eN'PED, PLUGGED OR OTHERWISE DISCONTINUED "T
<br />POINTS WHICH WILL NOT INTERfERE WITH THE EXECUTION Of THE WORK,
<br />SUBJECT TO THE APPROVAL Of THE ENGINEER,
<br />
<br />7, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
<br />CONSTRUCTION. EROSION CONTROL MEASURES, If REQUIRED DURING
<br />CONSTRUCTION SHAll BE IN CONFORMANCE WITH JURISOICTIONAl OR STATE
<br />ANO LOCAL GUIDEUNES FOR EROSION ANO SEDIMENT CONTROL AND
<br />COORDINATED WITH LOCAL REGULATORY AUTHORITIES,
<br />
<br />8. CONTRACTOR SHALL GROUND AlL NEW EQUIPMENT TO THE NEAREST BUS
<br />BAR OR TO THE EXISTING GROUND BURIED RING.
<br />
<br />9, CONTRACTOR SHALL ROUTE CONDUIT TO AVOID TRIP HAZARDS BY EITHER
<br />UTlUZING EXISTING CABLE TRAY, OVERHEAD ICE BRIDGE, UNDERNEATH RAISED
<br />PLATFORM, OR AROUND EDGE Of CONCRETE PAD.
<br />
<br />1 D. CONTRACTOR SHALL FOLLOW AlL MANUFACTURER'S RECOMMENDATIONS
<br />FOR INSTAlLATION Of AlL NEW EOUIPMENT.
<br />
<br />11, EXCESS CABLES SHAlL B€: LACED 'N " NEAT AND ORCANIZED MANNER.
<br />
<br />12, PER 2004 (FLORIDA) BUILDING COOE SECTION 1603,1.4=
<br />BASIC WINO SPEED ~ 146 MPH (3 SECOND GUST)
<br />WIND IMPORTANCE FACTOR ~ 1.0
<br />WINO EXPOSURE = C
<br />
<br />GENERAL CONCRETE NOTES:
<br />
<br />
<br />
<br />1. AlL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING
<br />CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-95) AND
<br />COMMENTARY (ACt-318 R-95) ANO THE SPECIFICATION FOR CAST-IN-PLACE
<br />CONCRETE.
<br />
<br />2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Ie
<br />3000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE.
<br />
<br />3, REINFORCING STEEL SHALL CONFORM TO ASTlA A 61 S GRADE 50,
<br />DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC SHALL
<br />CONfORM TO ASTlA A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED
<br />OTHERWISE. SPLICES ClASS 'r!' AND ALL HOOKS SHALL BE STANDARD
<br />UNLESS ,NOTED OTHERWISE.
<br />
<br />(4) 1/2"f HILTI KWIK BOLT II
<br />EXPANSION ANCHORS W/ 4' Of
<br />EMBEDMENT
<br />
<br />~~-
<br />/" , "./
<br />'" '-', '........, -"-. /
<br />
<br />. LCOMPACTED SUBGRADE /
<br />lev< ~"~;~I PROPANE
<br />
<br />RESTORE EXISTING
<br />SURf ACING
<br />
<br />
<br />SECTION 1
<br />GENERATOR FOUNDATION
<br />SCALE: 1/2" = 1'-0'"
<br />
<br />PAD
<br />
<br />2'-0'
<br />
<br />5'-4"
<br />
<br />
<br />----
<br />
<br />~ .(s~
<br />
<br />SIDE
<br />
<br />FRONT
<br />
<br />DETAIL B
<br />PROPANE TANK FOUNDATION PLAN
<br />SCAlE; 1/4"=1'-0'"
<br />
<br />NOTES;
<br />1. PROPANE TANK IS SHOWN FOR INFORMATION PURPOSES ONLY, THE PROPANE TANK WILL BE
<br />INSTALLED BY THE FUEL SUPPLIER PER APPLICABLE STATE AND LOCAl COOES. CONTRACTOR TO
<br />VERIfY PROPANE TANK SPECS WITH FUEL SUPPLIER PRIOR TO FOUNDATiON CONSTRUCTION,
<br />
<br />2. TANK TO BE SUPPLIED WITH AlARM FUEL GAUGE
<br />
<br />~ It J Jv.j,/
<br />/ ft-l ~/ ~(, *1:(:1
<br />f/rVt:: ~I ;J
<br />_ f~J( !bsn
<br />CC;
<br />
<br />4. THE FOLLOWING MINIMUM CONCRETE COVER SHAll BE PROVIDED FOR
<br />REINfORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
<br />CONCRETE CAST AGAINST EARTH ..............................3 IN.
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />*6 AND lARGER
<br />/i5 AND SMALlLR &; 'llWF
<br />CONCRETE NOT EXPOSED TO
<br />GROUND:
<br />SlAB A~D WAlL
<br />114 - 118
<br />111 AND SMALLER
<br />BEAMS A~D COLUMNS
<br />PRIMARY REINFORCEMENT, TIES, STIRRUPS
<br />
<br />.2 IN,
<br />........... ..1 1/2 IN,
<br />EARTH OR WEATHER OR NOT CAST AGAINST THE
<br />
<br />..1 1/2 IN.
<br />..1 1/2 IN.
<br />
<br />5. A CHAMFER 3/4' SHAlL BE PROVIOED AT AlL EXPOSED EDGES OF
<br />CONCRETE UN.O. IN ACCORDA~CE WITH ACt 301 SECTION 4,2.4.
<br />
<br />6. HOLES TO RECEIVE EXPANSION/WEDGE A~CHORS SHAlL BE 1/8"
<br />l..ARCER IN DIA THAN THE ANCHOR BOLT, DOWEL OR ROO ANO SHALL
<br />CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH
<br />OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOIO CUTTING EXISTING
<br />REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS,
<br />
<br />7, USE ANO INSTAlLATION Of CONCRETE EXPANSION/WEDGE ANCHOR,
<br />SHAlL BE PER ICBO &; MANUfACTURES WRITTEN RECOMMENDED
<br />PROCEDURES.
<br />
<br />8. SLAB FOUNDATION DESIGNED ASSUMING AlLOWABLE SOIL BEARING
<br />PRESSURE 0< 1 000 PSf.
<br />
<br />ENGINEER Of RECORD
<br />
<br />CHRIS ALAN KRAFFT
<br />NO. 58906
<br />BLACK &; VEATCH
<br />1 aOl LAMAR AVE
<br />OVERLAND PARK, KS 66211
<br />(913) 458-2000
<br />
<br />CERTIFICATE Of AUTHORllA TION
<br />CA 8132
<br />
<br />-T- - -Mobile-e
<br />
<br />8100 SW 10TH STREET
<br />SUITE I 000
<br />PlANTATION, FL 33324
<br />PHONE: (954) 693-7100
<br />FAX: (954) 693-7200
<br />
<br />i1J@
<br />BLACK & VEATCH
<br />CORPORATION
<br />
<br />I , 40 I LAMAR
<br />OVERlAND PARK, KANSAS 662 I I
<br />(9 I 3) 458-2000
<br />
<br />PROJECT NO:
<br />
<br />144269
<br />
<br />DRAWN BY:
<br />
<br />cae
<br />DES
<br />
<br />CHECKED BY:
<br />
<br />04/11/06 lSS\JtD FOR CONSTRUCTION
<br />
<br />REV
<br />
<br />DATE
<br />
<br />OESCRlPTlON
<br />
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<br />
<br />IT IS " V1OlATlON Of LAW FOR fVJ.Y PffiSON.
<br />UNLESS TI-iEY ARE ACTING UNDER THE DIRECTION
<br />Of A UCENSEO PROITSSIONAl ENCINEER.
<br />TO ALTER THIS DOCUMENT.
<br />
<br />T -MOBILE
<br />POWER BACKUP
<br />TAMPA / ORLANDO
<br />
<br />SHEET TITLE
<br />
<br />EQUIPMENT FOUNDATIONS
<br />
<br />SHEET NUMBER
<br />
<br />A-2
<br />
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