HomeMy WebLinkAbout39923 Richland Rdv
PRODUCTION WELLS No. 11 AND No. 12
WELL SITE IMPROVEMENTS
CITY WORK AUTHORIZATION NUMBER: 10-04
ISSUE FOR BID
JANUARY 2012
CITY OF ZEPHYRHILLS
VICINITY MAP LOCATION MAP
Sections-24, 25 Township 25, Range 21
A-V
N1CI<IM&CP\EED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
Cl, IAA �,r10�E
TYOFZ
VCES
Matthew S. Love, P.E.
Mcidm & Creed Project M
Submitted By
Date Submitted
Mc , �.R 11-PR"ECT bIA Matthew S. Love, P.E. #66118
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GENERAL NOTES
1. THESE PLANS ARE SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND
EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF
WORK. CONTRACTORS ARE DIRECTED, TO CONDUCT WHATEVER INVESTIGATION THEY DEEM
NECESSARY, PRIOR TO BIDDING, TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE
ENCOUNTERED.
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF
PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE
CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND
DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT
SHOWN ON THE PLANS) AFFECTING HIS WORK.
3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL
FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN WRITTEN CLARIFICATION BEFORE
COMMENCING WITH CONSTRUCTION.
4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, SEWERS,
UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REPAIR
ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.
5. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT
DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURERS' MAXIMUM RECOMMENDED
DEFLECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EXISTING DRAINAGE
SYSTEM WITHIN THE LIMITS OF THE PROJECT AREA FOR THE DURATION OF THE PROJECT.
7. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS AS OUTLINED IN THE
SPECIFICATIONS. RED —LINE DRAWINGS SHALL BE CURRENT WITH EACH PAY APPLICATION
SUBMITTED AND WILL BE CHECKED AS PART OF THE PAY APPLICATION REVIEW PROCESS.
PAYMENT WILL NOT BE MADE TO THE CONTRACTOR WITHOUT APPROVED RED —LINE DRAWINGS.
8. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED
PIPELINES TO AVOID CONFLICTS. NO ADDITIONAL PAYMENT SHALL BE MADE WITHOUT PRIOR
APPROVAL OF THE OWNER AND THE OWNER'S ENGINEER.
9. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL
EQUIPMENT, MATERIALS, AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE.
10. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE
MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE
CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS FOR OWNER REVIEW AND
APPROVAL PRIOR TO MAKING THE CONNECTIONS.
11. UNLESS OTHERWISE INDICATED OR APPROVED, ALL BELOW GROUND DUCTILE IRON PIPE SHALL
HAVE PUSH —ON OR MECHANICAL JOINTS, AND ALL ABOVE GROUND DUCTILE IRON PIPE SHALL
HAVE FLANGED JOINTS.
12. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" BELOW EXISTING GRADE UNLESS
OTHERWISE NOTED OR DIRECTED.
13. ALL VALVE BOX COVERS AND EXPOSED PIPING SHALL BE PAINTED WITH DESIGNATED COLORS
ASSOCIATED WITH THEIR USAGE AS PROVIDED IN THE SPECIFICATIONS.
14. WATER SHALL NOT BE PERMITTED IN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION.
DEWATERING IS REQUIRED TO A MINIMUM OF 18" BELOW BOTTOM OF EXCAVATION.
15. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE—INS
TO EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR
PRESSURE TESTING.
16. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND
COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE.
THE CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE.
17. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR
THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL
ACCEPTANCE.
18. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES
AND DITCHES DURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR SHALL BE REQUIRED TO
INSTALL ALL EROSION, SEDIMENT AND TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION
OF ANY COMPONENTS ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS,
TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY
SHOWN ON THESE DRAWINGS.
19. CONTRACTOR SHALL PROVIDE PROTECTIVE MATTING, FUEL CONTAINMENT AND ALL OTHER
MATERIALS, EQUIPMENT AND LABOR TO PROTECT THE STAGING AREA DURING CONSTRUCTION.
20. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL PRIOR TO BEGINNING
CONSTRUCTION. DEWATERING SHALL BE CONDUCTED IN ACCORDANCE WITH THE BMPS IDENTIFIED
IN CHAPTER 4, 4.40 "DEWATERING" OF "THE FLORIDA STORMWATER EROSION AND SEDIMENTATION
CONTROL INSPECTOR'S MANUAL".
21. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR, LICENSED IN THE STATE OF FLORIDA
TO PERFORM CONSTRUCTION STAKING IN ACCORDANCE WITH RULE 61G17-6.004(3) OF THE
FLORIDA ADMINISTRATIVE CODE.
22. THE CONTRACTOR IS ADVISED THAT PAYMENT FOR SEDIMENT CONTROL IS TO BE INCLUDED
UNDER BID PRICES FOR ALL OF THE ITEMS LISTED ON THE BID SHEET. SEDIMENT CONTROL
INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED
BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS.
23. THE GENERAL CONTRACTOR SHALL PROVIDE SECURITY FENCING FOR ALL OF HIS MATERIALS AND
EQUIPMENT STORED OVER NIGHT ON THE SITES. THE STORAGE AREA SHALL BE COORDINATED
WITH PINELLAS COUNTY UTILITIES.
REMSIONS
13
M ATTH EW'
No. 66118
UTILITY NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FOLLOWING
JURISDICTIONAL BODIES AND UTILITY COMPANIES:
BRIGHTHOUSE NETWORKS
EAST PASCO
MIKE KIKER
30432 SR 54
WESLEY CHAPEL, FL 33543
(813)862-0522 EXT. 84263
DIGITAL COMMUNITY NETWORKS
PAUL DANA CLARK
3555 PORTER LAKE DRIVE, UNIT 110
SARASOTE, FL 34240
(941)378-5200
VERIZON FLORIDA INC
MR. DAVID WYNNS
1909 US HWY 301 NORTH
TAMPA FLORIDA 33619
(813) 627-8343
WITHLACOOCHEE RIVER ELECTRIC
MR. COREY LITTLEFIELD
COOPERATIVE
PO BOX 278
DADE CITY FLORIDA 33526
(352)588-5115 EXT. 1131
CENTURYLINK
MR. JEFF GRIFFIN
33 NORTH MAIN STREET
WINTER GARDEN FLORIDA 34787
(407)814-5344
PASCO COUNTY UTILITIES
MS. GEORGEANN BENNETT
7530 LITTLE ROAD ROOM 205
NEW PORT RICHEY FLORIDA 34654
(727)847-8145 EXT. 8064
INVESTIGATE
BEFORE YOU
EXCAVATE
CALL LOCAL PUBLIC
UTILITY NOTIFICATION
CENTER
TOLL FREE
1-800-432-4770
MIN. 48 HOURS BEFORE
YOU EXCAVATE
RESTORATION AND MISCELLANEOUS NOTES
1. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS,
FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF
MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
2. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING
LINES AND GRADES UNLESS OTHERWISE NOTED.
3. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND REINSTALLED
BY THE CONTRACTOR IN LIKE KIND AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO
BE REMOVED ON CONSTRUCTION PLANS.
4. CONTRACTOR SHALL RESTORE ALL IRRIGATION SYSTEM COMPONENTS TO PRE —CONSTRUCTION
CONDITIONS.
SEAL
v v &CIEED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
INDEX OF DRAWINGS
GENERAL
COVER
G-1 GENERAL NOTES AND SHEET INDEX
G-2 ABBREVIATIONS, SYMBOLS AND LEGENDS
G-3 KEY SHEET
CIVIL
6%
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e
IS—r3
i 60 TE) STA 11 9+2&
PLAN AN DPROFILE
e
6 :7
e8
e 9
C-10
WELL No. 11 SITE PLAN
C-11
WELL No. 12 SITE PLAN
C-12
DETAILS 1
C-13
DETAILS 2
C-14
EROSION CONTROL DETAILS
ARCHITECTURAL
A-1 FLOOR AND ROOF PLANS, BUILDING DATA
A-2 EXTERIOR ELEVATION
A-3 BUILDING AND WALL SECTIONS
A-4 BUILDING DATA AND NOTES
STRUCTURAL
S-1 STRUCTURAL NOTES, DESIGN LOADS, DESIGN CRITERIA AND LEGEND
S-2 WELL HOUSE FOUNDATION PLAN, SECTIONS AND DETAILS
S-3 WELL HOUSE ROOF FRAMING PLAN, SECTIONS AND DETAILS
MECHANICAL
M-1 WELL HOUSE PLAN
M-2 WELL HOUSE SECTION
M-3 WELL DETAILS 1
M-4 WELL DETAILS 2
INSTRUMENTATION
1-1 P&ID LEGEND
1-2 PRODUCTION WELL 11 P&ID
1-3 PRODUCTION WELL 12 P&ID
ELECTRICAL
E-1 GENERAL NOTES, SYMBOLS AND LEGENDS
E-2 WELL NO. 11 ELECTRICAL SITE PLAN
E-3 WELL NO. 12 ELECTRICAL SITE PLAN
E-4 TYPICAL WELL PUMP BUILDING SINGLE LINE DIAGRAM AND ELECTRICAL POWER PLAN
E-5 ELECTRICAL DETAILS
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
GENERAL NOTES AND
SHEET INDEX
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
MSL
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
G-1
STATUS: REVISION
ISSUE FOR BID
�s
GENERAL ABBREVIATIONS
®.
AT
LN.
LANE
ABW
AUTOMATIC BACKWASH
LP
LIGHT POLE
A/C
AIR CONDITIONER UNIT
LS
LICENSED SURVEYOR
AC
ACRES
MAS
MASONRY
AC
ASPALTIC CONCRETE
MAX.
MAXIMUM
ABD
ABANDONED
MCC
MOTOR CONTROL CENTER
AL./ALUM.
ALUMINUM
MES
MITERED END SECTION
ANCH.
ANCHOR
MG
MILLION GALLONS
APPROX.
APPROXIMATE
MES
MILLION GALLONS PER DAY
BLDG.
BUILDING
MHW
MEAN HIGH WATER
BM.
BEAM
MON.
MONUMENT
BOT./BOTT.
BOTTOM
NG
NATURAL GROUND
(C)
CALCULATED DATA
N.T.S.
NOT TO SCALE
C
CHANNEL
NO.
NUMBER
C.
CONDUIT
NP
NORMAL POOL
C.B.
CATCH BASIN
0
DIAMETER/PHASE
CCR
CERTIFIED CORNER RECORD
O/A
OVERALL
CHKR
CHECKERED
OPNG.
OPENING
CIR.
CIRCLE
OR
OFFICIAL RECORDS BOOK
CLF
CHAIN LINK FENCE
(P)
PLAT BOOK
CENTERLINE
PCCP
PRE —STRESSED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
PG
PAGE
COL.
COLUMN
PLCS.
PLACES
CONN.
CONNECTOR/CONNECTION
PLS
PROFESSIONAL LAND SURVEYOR
CONC.
CONCRETE
POB
POINT OF BEGINNING
COR
CORNER
POC
POINT OF COMMENCEMENT
CPB
CONDOMINIUM PLAT BOOK
POT
POTABLE
C/T
CURB TIE
PP
POWER POLE
CU.
COPPER
PRM
PERMANENT REFERENCE MONUMENT
(D)
DEED DATA
PROP.
PROPOSED
D.
DEEP/DRAIN
PSM
PROFESSIONAL SURVEYOR & MAPPER
DB
DEED BOOK
P/T
PAVEMENT TIE
DBL.
DOUBLE
P.V.
PLUG VALVE
DHW.
DESIGN HIGH WATER
PVMT
PAVEMENT
DISCH.
DISCHARGE
PW
POTABLE WATER
DN.
DOWN
R.
RADIUS/RISER/RELAY
DRWY
DRIVEWAY
RCP
REINFORCED CONCRETE PIPE
E.W.
EACH WAY
REF.
REFERENCED
EA.
EACH
REINF.
REINFORCED/REINFORCING
ECMP
ELLIPTICAL CORRUGATED METAL PIPE
REQ'D
REQUIRED
EL./ELEV.
ELEVATION
RESTR.
RESTRAINED
ELEC.
ELECTRICAL CONDUIT
RLS
REGISTERED LAND SURVEYOR
EP
EDGE OF PAVEMENT
RW; R/W
RIGHT—OF—WAY
ERCP
ELLIPTICAL REINFORCED CONCRETE PIPE
SAN.
SANITARY
ETC.
AND SO FORTH
SEC.
SECTION
EXIST.
EXISTING
SGL
SINGLE
EXP.
EXPANSION
SHW
SEASONAL HIGH WATER
(F)
FIELD DATA
SIR
SET IRON ROD 2" LB 6113
FCM
FOUND CONCRETE MONUMENT
SND
SET NAIL & DISC LB 6113
FDOT
FLORIDA DEPARTMENT OF TRANSPORTATION
SPRK
SPRINKLER
FF
FINISHED FLOOR
SQ.
SQUARE
FIR
FOUND IRON ROD
SN.
SIGN
FND
FOUND NAIL & DISC
SR
STATE ROAD
FOP
FOUND OPEN PIPE
SSMH
SANITARY SEWER MANHOLE
FPP
FOUND PINCHED PIPE
S/T
SIDEWALK TIE
ERRS
FOUND RAILROAD SPIKE
STL.
STEEL
F/T
FENCE TIE
STY
STORY
FT.
FOOT
S/W; SWK
SIDEWALK
FTC.
FOOTING
SYM.
SYMBOL
FXC
FOUND X—CUT
TBM
TEMPORARY BENCH MARK
GALV.
GALVANIZED
TOB
TOP OF BANK
GDRL
GUARDRAIL
T.&B.
TOP & BOTTOM
GE
GRATE ELEVATION
TEL
TELEPHONE
GEN
GENERATOR
TEMP.
TEMPORARY
GI
GRATED INLET
THK
THICK
GPM
GALLONS PER MINUTE
TOS
TOE OF SLOPE
GRTG.
GRATING
TYP.
TYPICAL
G.S.
GALVANIZED STEEL
UG
UNDERGROUND GAS
GR./GRD.
GRADE
UP
UTILITY POLE
GWP
GUY WIRE POLE
UT
UNDERGROUND TELEPHONE
HDWALL
HEADWALL
VCP
VITRIFIED CLAY PIPE
H.R.
HANDRAIL
VERT.
VERTICAL
HWL
HIGH WATER LEVEL
W
WIDE FLANGE/WIDE/WATT
IE
INVERT ELEVATION
W/
WITH
IN.
INCH
WF
WOOD FENCE
INV.
INVERT
W/L
WATER LINE
IP
IRON PIPE
W.L.
WATER LEVEL
I
IRON ROD
W/M
WATER MAIN
J.B.
JUNCTION BOX
W.M.
WATER METER
JT.
JOINT
W.P.
WEATHER PROOF
(L)
LEGAL DESCRIPTION DATA
W.S.
WALL SLEEVE/WATER STOP/WATER SERVICE
LB
LICENSED BUSINESS
W/T
WALL TIE
LG.
LONG
WTR.
WATER
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emA & CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
PIPING ABBREVIATIONS
LEGEND
EXISTING
ARV
AIR RELEASE VALVE
BFV
BUTTERFLY VALVE
BV
BALL VALVE
L
TELECOMMUNICATION BOX
CO
CLEANOUT
CV
CHECK VALVE
MAIL BOX
D.I.
DUCTILE IRON
DIA
DIAMETER
`�0
WATERLINE BLOW —OFF
D.I.P.
DUCTILE IRON PIPE
WATERLINE SERVICE
FHA
FIRE HYDRANT ASSEMBLY
FL
FLANGED
t
POWER POLE
GV
GATE VALVE
HB
HOSE BIBB
CABLE TELEVISION BOX
HDPE
HIGH DENSITY POLYETHYLENE
MH
MANHOLE
LIGHT POLE
MJ
MECHANICAL JOINT
is
DECIDUOUS TREES UNLESS OTHWISE NOTED
PE
PLAIN END
PS
PUMP STATION
TREE DRIPLINE
PV
PLUG VALVE
PVC
POLYVINYLCHLORIDE
PIPE 12" OR LARGER (ABOVE GROUND)
RED.
REDUCER
SCH
SCHECULE
-- - --- _�
PIPE 12" OR LARGER (UNDERGROUND)
SS.
STAINLESS STEEL
PIPE SMALLER THAN 12" (ABOVE GROUND)
TBR
TO BE REMOVED
UE
UNDERGROUND ELECTRIC
-
PIPE SMALLER THAN 12" (UNDERGROUND)
GATE VALVE
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
BUTTERFLY VALVE
U BALL VALVE
j Z/_'
PLUG VALVE
>
REDUCER
MANHOLE
❑
CATCH BASIN
TOP OR TOE OF BANK
PIPING, STRUCTURES OR EQUIPMENT TO BE REMOVED
6� CONTOURS
_____X----x ---x-- FENCELINE
SECTION DESIGNATION
SHEET WHERE
SECTION NAME SECTION IS SHOWN
(LETTER ONLY, NO NUMBER)
A M-7.2
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
ABBREVIATION, SYMBOLS AND LEGENDS
PROPOSED
26
---x----x----x--
DATE:
FEBRUARY 2012
MCE PROD.
# 4584-0003
DRAWN
QES
DESIGNED
MSL
CHECKED
JSL
PROJ. MGR.
MSL
Nft
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
AWING
G-2
STATUS: REVISION
ISSUE FOR BID
I REV.NO.
y
MATTHEVJ'3!111TNE, P.E.
No. 66118
www.mckimcreed. corn
DESCRIPTIONS
MKOMW •
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i
` STATE OF =
�N°��•
MATTHEW S. 9molp. .
No. 66118
SEAL 1
v
v & CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
CITY OF ZEPHYRH I LLS
5335 8th Street
Zephyrhills, FL 33542
_ Phone: (813)780-0000
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71
Line Table: Alignments
Line #
Length
Direction
Start Point
Start STA
End Point
End STA
11-1
3893.90'
S89' 38' 30.34"E
N:1437591.62
100+00.00
N:1437567.28
138+93.90
E: 602293.17
E: 606186.99
L2
1600.00'
N1' 37' 18.69"E
N:1437591.29
200+00.00
N:1439190.65
216+00.00
E: 602343.17
E: 602388.46
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
KEY SHEET
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
I G-3 I
STATUS: REwSION
ISSUE FOR BID
—
---
20.0' l'
='
6' BLACK., PVC COATED CHAIN LINK
FENCE
716,
—
WITH 3 STRAND BARBED WIRE TOP
TURNED OUT
SEE DETAIL
5.0'
FOR WELL HOUSE PLAN
I
I
\
FINISH FLOOR
ELEV. 148.00
(SEE NOTE 2)
,�.
52.
X
h
ANTENNA
w.
GENERATOR
�� 9 i
\
OCATION
,
1
r
777
N:1437684.20
10.0
E: 602826.04
7MOVE TREE
20.0•
STA 105+32, 96' LT
746.
I
r
v
S
A
1
\
t
r
7�_
I \
1 /2" HDPE WATER LINE \ 24" PVC
SEAL
v
v &CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
12' DOUBLE SWING GATE
14)
-d
r NOTES:
1. THE 24" PVC WATER MAIN AND 1 /2" HDPE SAMPLE LINE
SHALL BE INSTALLED BY OTHERS TO STA 105+00.
T. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
IMPROVEMENTS ON THE WELL HOUSE SITE WITH THE
FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM
RICHLAND ROAD TO STA 105+00, 1 /2" HDPE SAMPLE LINE
FROM SAMPLE POINT TO STA 105+00, THE ANTENNA
REMOVE TREE BASE, THE ANTENNA AND THE DFS PANEL TO BE
MOUNTED INSIDE THE WELL HOUSE BUILDING.
3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL
ELECTRICAL CONDUIT AND WIRES TO AND FROM THE DFS
PANEL AND ANTENNA.
4. ALL PIPE SHALL BE FULLY RESTRAINED.
5. ALL PIPE SHALL HAVE A MINIMUM OF 3' OF COVER.
6. THE CONTRACTOR SHALL RE —GRADE THE GRAVELED AREA
TO EL 147.0.
7. THE WELL WITH THE INNER AND OUTER WELL CASING HAS
BEEN DRILLED UNDER A SEPARATE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND
INSTALLING THE WELL PUMP, WELL HEAD, CERTA LOK,
R15.0' CONCRETE PAD AND ALL OTHER ANCILLARIES.
ow a, a,w aiw oft oft
a+w �
4 _ ——
105+50 106+00 106+5� -� .� 107+00
CITY OF ZEPHYRH I LLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL No. 11 SITE PLAN
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
STATUS:
SCALE
HORIZONTAL:
1"=10'
VERTICAL:
NA
REVISION
t
RICHLkND ROAD (DIRT)
v
142 _.....__.._
X
/
r`
10' 0 10' 20'
CONNECT TO 1 /2" HDPE SAMPLE
STA 135+199 127' LT I SCALE: 1 "=10' (Horiz.)
INSTALLEDBY OTHERS
CONNECT TO 12" PVC WM INSTALLED BY OTHERS
STA. 135+18, 121' LT/ N:1437693.90
24"x12" REDUCER E:605817.42
STA 135+23, 124' LT
24" PVC 67,3' 9" GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE.
SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-13
10.0'
I
I 5.0'
SEE SHEET M-1
FOR WELL HOUSE PLAN
FINISHED FLOOR
ELEV. 142.00
(SEE NOTE 2)
I
ANTENNA I
� f
I I 10.0, h
}
SEE SHEET C6 FOR CONT
�1ltl4itll��•
10
. *i« C E `.L
40 • ,T 00 F- 4
v `
♦�i�fi/rilA L
MATTHEW S. L
No. 66118
I3
i
SEAL
a�w
�..
a
6' BLACK PVC COATED CH N LINK FENCE
WITH 3 STRAND BARBED RE TOP TURNED OUT X
N (SEE DETAIL)
PORTABLE GENERATO
LOCATION
L
N:1437671.23 /
E: 605844.09
STA 135+50, 101' LT
p Y
L' NOTES:
1. THE 24" PVC WATER MAIN AND 1/2" HDPE SAMPLE LINE
SHALL BE INSTALLED BY OTHERS TO STA 135+00.
' 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
IMPROVEMENTS ON THE WELL HOUSE SITE WITH THE
s FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM
ry RICHLAND ROAD TO STA 135+00, 1 /2" HDPE SAMPLE LINE
FROM SAMPLE POINT TO STA 135+00, THE ANTENNA
5Y BASE, THE ANTENNA AND THE DFS PANEL TO BE
MOUNTED INSIDE THE WELL HOUSE BUILDING.
3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL
ELECTRICAL CONDUIT AND WIRES TO AND FROM THE DFS
ryF PANEL AND ANTENNA.
4. ALL PIPE SHALL BE FULLY RESTRAINED.
h5. ALL PIPE SHALL HAVE A MINIMUM OF 3' OF COVER.
6. THE CONTRACTOR SHALL RE —GRADE THE GRAVELED AREA
TO EL 141.0.
7. THE WELL WITH THE INNER AND OUTER WELL CASING HAS
BEEN DRILLED UNDER A SEPARATE CONTRACTOR. THE
10.0 CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND
INSTALLING THE WELL PUMP, WELL HEAD, CERTA LOK,
CONCRETE PAD AND ALL OTHER ANCILLARIES.
o t
J
Q
k
�R15.0'
x
ow 0 ow OMw OHW OMw ONW axw dPw ONW OHW ONW OHW aiw oxw ONw
v
v &CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL No. 12 SITE PLAN
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
1"=10'
VERTICAL:
NA
C-11
;TATU S: REVISION
ISSUE FOR BID
REV.NO.
2'-0" SQUARE
CONC. PAD.
SST SCREEN
AND BANDS
FINISHED GRADE
M A T E R I A L S
ITEM QUANT. DESCRIPTION
1
1
VENTED ENCLOSURE, WATER PLUS CORP. MODEL #131632, BLUE IN COLOR
2
1
AIR RELEASE VALVE 2" NPT
SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025
WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL
3
1
1" CURB STOP, S.S.
4
1 1
2" x 4" NIPPLE, S.S.
5
1
2" BALL VALVE, S.S.
6
1
2" TEE, S.S_
7
1
2" X 1" REDUCER, S.S.
8
1
1" SHORT NIPPLE, S.S.
9
1
2" PIPE, S.S. LENGTH AS REQUIRED
10
1
2" DOUBLE STRAP TAPPING SADDLE, S.S.
11
1
4" & LARGER PIPE D.I. OR PVC DR-18
12
1
2" CORPORATION BRASS
13
2
1-1/2" PIPE, PVC, LENGTH AS REQUIRED
14
1
1-1/2" x 90' ELBOW, PVC
15
1
CONCRETE SLAB AROUND ENCLOSURE
16
1
1#57 WHITE ROCK
MillEn'111G1
FINISHED GRADE
M A T E RI A L S
ITEM QUANT. DESCRIPTION
1
1
ENCLOSURE, WATER PLUS CORPORATION MODEL #131632, BLUE IN COLOR
2
1
AIR RELEASE VALVE 2" NPT, ARI MODEL D-025
SEWER AIR RELEASE VALVES SHALL BE ARI MODEL D-025
WATER AIR RELEASE VALVES SHALL BE VALMATIC OR EQUAL
3
1
1" CURB STOP, S.S.
4
1
2" x 4" NIPPLE, S.S.
5
1
2" BALL VALVE, S.S.
6
1
2" TEE, S.S.
7
1
2" X 1" REDUCER, S.S.
8
1
1" SHORT NIPPLE, S.S.
9
4
2" x 90' ELBOW, S.S.
10
2
2" SHORT NIPPLE, S.S.
11
2
2" PIPE, S.S. LENGTH AS REQUIRED
12
1
2" DOUBLE STRAP TAPPING SADDLE, S-S.
13
1
4" & LARGER PIPE D_I. OR PVC DR-18
14
1 1
2" CORPORATION BRASS
15
2
1-1/2" PIPE, PVC, LENGTH AS REQUIRED
16
1
1-1/2" x 90' ELBOW, PVC
17
1
CONCRETE SLAB AROUND ENCLOSURE
18
1
1#57 WHITE STONE
g Inwrt
6"x0.004' BLUE
(2) INSULATED (12 GAUGE) POLYETHYLENE
A.W.G. SOLID OR STRANDED MAGNETIC LOCATION TAPE
COPPER TRACER VARE TRENCH WIDTH
(COLOR CODED noNN
MIN. = 1' + PIPE
Z0,.D.NATURAL GROUND OR
TAPED EVENLY, 4')
MAX. = 2' + PIPEFINISHEDL
GRADE PER
VALVE TYPE
WATER
';�>'�7
j
NOTE 1
p0
WATER, SEWER,
30" MIN.
I
MANUFACTURER
REUSE, ETC.
INITIAL BACKFILL
12"
(NOTE 2)
G.V.
UNDISTURBED
NOTE:
I D
INITIAL BACKFILL LAYERS
SIZE
CLOW
BRASS MARKER W/
HAUNCHING
(NOTE 3)
! SHALL NOT EXCEED 6" OF
LOOSE THICKNESS BEFORE
8„
VALVE TYPE, SIZE AND
BEING COMPACTED TO A
27 TURNS
NUMBER OF TURNS
DENSITY OF NOT LESS THAN
TURNS TO OPEN
RIGHT OR LEFT TO OPEN
10OX (AASHTO T99) TO A
LT. TO OPEN
POINT 1' ABOVE THE PIPE (OR
6"
� BEDDING AS STATED IN THE PROJECT
(NOTE 3) SPECIFICATIONS)
OPENING DIRECTION
NOTES:
1. 6—INCH LAYERS AT 10OX MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX.
12—INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
TYPICAL CONCRETE VALVE PAD
2. CLASS 1, 11 OR III SOILS.
3. CLASS I OR II SOILS (NOT A COMBINATION)
POLYETHYELENE AND PVC PIPE
TRENCH DETAIL
04" BLUE
VALVE BOX PAD FINISH GRADE
POLYETHYLENE
POLYETHYLENE
SEE DETAIL
( 2) INSULATED (12 GAUGE)
TRENCH WIDTH MAGNETIC LOCATION TAPE
4" MIN. (TYP)
A.W.G. SOLID OR STRANDED
COPPER TRACER NA
MIN. = 1' + PIPE O.D.
NATURAL GROUND OR
(COLOR CODED PER APPLICATION
AX. = 2' +PIPE O.D
FINISHED GRADE PER
- -o:
TAPED EVENLY, 4')
PLANS
2-12G
Tracer wires
CAST IRON SLIP TYPE VALVE BOX
4"PVC
30" MINJ_
NOTE 1
3'-0" MIN. COVER
18" PVC
12"
INITIAL BACKFILL LAYERS
OR AS SPECIFIED
SHALL NOT EXCEED s' OF
�
LOOSE THICKNESS BEFORE
BEING COMPACTED TO A
M.J. GATE VALVE, WITH RESTRAINED
-
DENSITY OF NOT LESS THAN
SHTO T99) TO A
JOINTS ON EACH SIDE OF VALVE
POINT(1'AABOVE THE PPE,
NOTE 2)
MAIN
TRENCH BOTTOM
SHALL BE HAND
EXCAVATED TO
CLEAR PIPE BELL UNDISTURBED SOIL
NOTES:
1. 6—INCH LAYERS AT 10OX MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX.
12—INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
2. CLASS 1, II OR III SOILS.
UNDISTURBED EARTH PUSH —ON JOINT
NOTE:
3. CLASS I OR II SOILS (NOT A COMBINATION)
OPERATING NUT TO BE WITHIN 12" OF GROUND
DUCTILE IRON PIPE
LEVEL WHEN COVER EXCEEDS 4'-0" (TYP. ALL
VALVES) WITH AN EXTENSION AND CENTERING DISK.
VALVE BOX DETAIL
SLIP TYPE
TRENCH DETAIL
♦Xt' S. SEAL
Of . W
MATTH
No. 66118
SEAL
v
vNfI<IN4& CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
E
T
X
N
Ln m
z J
Ln
X
w w
(Z
o�
w J
z In
z '
5 V
X
w
fy-
z
0
VALVE EXTENSION RODS
PIPE RESTRAINT LENGTHS IN FEET
COMMON FITTINGS
WATER MAINS - TEST PRESSURE 150 PSI
FITTING TYPE
11-1/40
22-1/20
450
900
DEAD END
4"
2'
4'
8'
20'
45'
6"
3'
6'
12'
28'
63'
N
8"
4'
7'
15'
36'
82'
C
10"
4'
9'
18,
43'
98,
a
12"
5'
10,
21'
50'
116'
a
16"
6'
13'
26'
63'
148'
20"
7'
15'
31'
76'
179'
24"
9'
17'
36'
87'
208'
FORCE MAINS - TEST PRESSURE 100 PSI
FITTING TYPE
11-1/40
22-1/20
450
900
DEAD END
4"
1'
3'
6'
13'
30'
6"
2'
4'
8'
19,
42'
N
8"
2'
5'
10,
24'
55'
LLI
10"
3'
6'
12'
29'
66'
a
a
12"
3'
7'
14'
34'
77'
16"
1 4'
8'
1 18'
42'
99,
20"
5'
10'
21'
50'
119'
24"
6'
11'
24'
58'
1 139'
BARBED WIRE ARM
TURNED OUT
4" C ATE POST =
1/4"x3/4"
STRETCHER
BAR
RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING
ALONG THE PIPE IN BOTH DIRECTIONS (EXCEPT DEAD ENDS).
RESTRAINED JOINT TABLE NOTES;
1. BASED ON DIPRA FOR DIP TYPE 3 SAND
COMMON FITTINGS SILT, 3' COVER, 150 PRESSURE. FOR PVC.
PIPE RESTRAINT LENGTHS IN FEET
TEES (BRANCH SIDE)
WATER MAINS - TEST PRESSURE 150 PSI
BRANCH SIZE
3"
4"
6"
8"
10"
12"
16"
20"
24"
3"
6'
14'
30'
—
—
—
—
—
—
4"
2'
11'
28'
44'
—
—
—
—
—
N
6"
1'
2'
22'
40'
52'
—
—
—
—
CO
8"
1'
1'
16'
35'
48'
62'
—
—
—
7)
10"
1'
1
10,
30'
"1
58'
83'
—
—
12"
1'
1'
3'
25'
40'
55'
80'
103'
—
16"
1'
1'
1'
14'
31'
48'
75'
98'
119,
20"
1'
1'
1'
1 2'
22'
40'
69'
94'
116'
24"
V
1'
1'
1'
11'
31'
63'
89.
111'
RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE
BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE
MUST BE INSTALLED ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE
REQUIRED ON ALL JOINTS.
RESTRAINED JOINT TABLE
TEES SIDE)
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
3'-2"
TYP
2"
FINAL GRADE
SWING GATE SWING GATE
6' CLEAR OPENING 6' CLEAR OPENING
3 STIR. BARBED WIRE
2 STRAND LINE WIRE TWISTED 1-5/8" DIA. TOP RAIL
W/ 4 PT. BARBS 3 O.C.
1
2" J Ia
GROUND LINE
6"
DIA.
M A T E R I A L S
ITEM
DESCRIPTION
TYPE
BLACK PVC COATED CHAIN LINK
HEIGHT
8'
FABRIC
9 GAUGE
POST
2-1/2- DIA. — .085 WALL THICKNESS MINIMUM
TOP RAILS
1-5/8" DIA. — .080 WALL THICKNESS MINIMUM
GATE
2 8'H x 6'W SWING TYPE W 2.375" DIA. — .085 WALL
THICKNESS MINIMUM
FRAMEWORK LOCATED AS INDICATED ON METER
SPEC. SHEET
LATCH
FORK TYPE — PADLOCK COMPATIBLE
3 STRANDS OF BARBED WIRE FACING OUT
PAD
UNDISTURBED EARTH —/
M A T E R I A L S
ITEM
QUANT.
DESCRIPTION
1
1
HYDRANT, FIRE 5 1 4" VALVE MIN. , PAINTED YELLOW
2
6" PIPE, P.V.C. DR-18
3
1
BOX, VALVE SLIP TYPE
4
1
6" VALVE, GATE, M.J. RESILIENT WEDGE
5
1
HYDRANT TEE, ANCHORING, M.J.
6
6" RESTRAINER GLAND (MEGALUG)
7
VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BELOW GRADE)
i s I(� i ' 1•
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
DETAILS 1
oncT �rPARATION
I" MAX.
CONCRETE SETTING
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
IC-121
STATUS: REVISION
ISSUE FOR BID
AS REQUIRED
a
a
a
a
a
d
a
a
3'-0"
(MAX)
30"
1" VAC. BREAKER
POT. WATER ONLY
1" HOSE BIBB
(TYP.) SEE DET.
1" BRASS SPRAY NOZZLE
PIPE
PIPE SADDLE SUPPORT
(GRINNEL) — STAINLESS
PIPE SUPPORT ADJUSTER
(GRINNEL) — STAINLESS
SCH 40 THREADED
STEEL PIPE — STAINLESS
1-1 /8" BOLT HOLES
FOR 1" BOLT — STAINLESS
(TYP x 4)
_ 14"x14"x1 /2"
STEEL PLATE — STAINLESS
a
a
°
a l
a
12"
�v
HOSE RACK ALL
3/16" AL. PLATE
3
6"IT
10" 3,
50 LF OF 1 "0 WHITE
WASHDOWN HOSE BY AMAZON
CHICAGO, IL.
7,.
EXP. ANCHOR RACK TO
CMU WALL AS SHOWN
(TYP)
HOSE RACK
1" NPT UNION
1" NPT MALE TO 1" HOSE
THREADED ADAPTER (SEE RIGHT)
BRASS ADAPTER
IIIIII IIII
1"0 BALL VALVE MODEL—B-6000 1" HOSE CONN. (FEMALE)
BY WATTS. FURNISH
W/ S.S. BALL, STEM, HANDLE & NUT 1" HOSE THREAD (MALE)
1" SUPPLY 1" ANTI —SIPHON VACUUM BREAKER THREADS INTO 1" VALVE
LINE (POTABLE WATER ONLY) OTHERWISE USE 90' BEND (VERIFY TAP ®VALVE 1" NPT)
M ATTH EN1
ILI No. 66118
SAFETY CHAIN
(LIMIT CHAIN)
1/3 0
1/2" NTP INLET CONNECTION
_ SPRING LOADED BALL
CHECK VALVE
�— SS RESTRAINT HOOK
PACKING NUT
W/ 300 SERIES 0—RING
SOLUTIONS TUBE ADAPTER
1" NTP BRASS CORPORATION STOP
PROCESS PIPE
1/2" SOLUTIONS TUBE
MANUFACTURED BY
SAFE—T—FLO
CHEMICAL INJECTION DETAIL
PROVIDE ALARM SYSTEM CONSISTING
OF FLOW SWITCH AND CONTACTS FOR
SUPPLY 1-1/4" REMOTE ALARM.
NATIONAL
PIPE THREAD
BRACE
SIGN
SUPPLY 1-1/4"
NATIONAL
PIPE THREAD
WALL
END CONNECTION
STAINLESS STEEL
SHOWER HEAD
EMERGENCY
PULL HANDLE
STAINLESS STEEL
EYEWASH
BRACE PUSH PLATE
WASTE 1-1 /4"
NATIONAL
PIPE THREAD
(� r— FOOT PEDAL
SEAL
v
vNlqa4& CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com J
2" BALL VALVE
HOSE BIBB
3/4" GALVANIZED
2" GALVANIZED
2" CORPORA110N
TAPPING SADDLE
RESTRAINED 2" TAPPED PLUG
Mum
STAINLESS STEEL
OIL FILLED
PRESSURE
GAUGE
DIAPHRAGM
OR SNUBBER
TUBE DIAMETER AS
REQUIRED FOR GAUGE
CURB STOP LESS CHECK
MANUFACTURED BY FORD WITH LOCK WING AND
COMPRESSION INLET
2" 90' ELL THREADED CORPORATION STOP
MANUFACTURED BY FORD
( TAP AT 45' ANGLE) POTABLE WATER SERVICE TUBING
DRISCOPIPE 5100 OR ENDOT/YARDLEY
BLUE JET, SDR 9, 3408 POLYETHYLENE
TOP CONNECTION
U PETCOCK MATCH
o EXIST.
w
NPT TAP INTO PIPE GRADE
a
MIRAFI
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
SADDLE
X
SADDLE SHALL HAVE DOUBLE
STAINLESS STEEL STRAPS
WITH EPDXY COATED
DUCTILE IRON BODY.
POTABLE
WATER MAIN
EQ. EQ.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
DETAILS 2
9" GRAVEL
SLOPE: 1 "/10'
--i
EXISTING SUBGRADE
COMPACTED TO 98% MOD. PROCTOR
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
ATU S:
HORIZONTAL:
NA
VERTICAL:
NA
N
IC-131
REVISION
Pavt:
I
.5
5
N
2
I
NOTE: Spacings shown in this chart are based on having the ground line at the
upstream barrier at the same elevation as the overflow of the downstream barrier
as shown above. Spacings should be adjusted based on actualsite performance.
r Use Of
Type I
Typ
& Type III
II
Consid
50 100 150 200 250 300 350 400
Spacing (In Feet)
CHAR T I
RECOMMENDED SPACING FOR SYNTHETIC BALES OR BALE TYPE BARRIERS AND TYPE III SIL T FENCE
Principle Post Position
(Canted 20 ° To ward Flow)
Post Options
Softwood 2%" Dia. Post Options
Softwood 4" Dia.
Softwood 2"x4" Optional Post Positions 200,E Softwood 4"x4"
Hardwood 1%" x 1%p„ oo Hardwood 3" Dia.
Stee/1.33 lbs./ft. Q I Steell.33 lbs./ft. Min.
6' Max. I )
Filter Fabric
(In Conformance With
Sec. 985 FDOT Spec.) I I Filter Fabric
� II II I I ��
I I I i I Silt Flow
j---------------Zr-----� l o
LO
ELEVATION SECTION �o
TYPE III SIL T FENCE
—11 , —11U I Ia.
Around Ditch Bottom Inlets
SIL T FENCE APPL ICA TIONS
Limits Of Construction
Sod
— — —� Silt Barrier
II
_ _ Sod_ _ I Ditch Bottom Inlet
Median Ditch
— - 10, (Typ.)
— — —I�_ — — — Silt Barrier
I� 50' Max. 50 Max. _i Ditch
Cross Drain
u
50' Max. 50' Max.
Silt Barrier
Endwoll
Sod
Limits Of Construction
DITCH INSTALLATIONS AT DRAINAGE STRUCTURES
Optional Post Positions
Principle Post Position
(Canted 20° Toward Flow)
Poultry Mesh (20 Go. Min.)
Or Type A Fence Fabric 20°`
(Index No. 801 & Section 550
FDOT Spec.J
I ! 0' Max. I
/ Poultry Mesh
Or Typ e A
Fence Fabric
I 1
I 1
II II I 1
I I Filter Fabric (In Conformance I I 11 Filter Fabric
I I With Sec. 985 FDOT Spec.) I I 11
II II I
I I I I I I Silt Flow
II II I I
I
I
I I I I
LJ ELEVATION u SECTION
TYPE IV SIL T FENCE
3 3
O O
Post A\ A\ Post
Place The End Post Of One Fence Behind
The End Post Of The Other Fence As Shown.
Rotate Both Posts At Least 180 Degrees In A
Clockwise Direction To Create A Tight Seal With
The Fabric Material.
Drive Both Posts Into The Ground And Bury Flap.
PLAN VIEW
JOINING TWO SILT FENCES
NOTES FOR SILT FENCES
1. Type III Silt Fence to be used at most locations. Where used in ditches, the spacing for 4. Where used as slope protection, Silt Fence is to be constructed on 0/ longitudinal grade to
Type III Silt fence shallbe in accordance with Chart 1, Sheet 1. avoid channelizing runoff along the length of the fence.
2. Type IV Silt Fence to be used where large sediment loods are anticipated. Suggested use 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, CLF).
is where fillslope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where
the detained water may back into travellones or off the right of way.
J. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be
at upland locations and turbidity barriers used at permanent bodies of water.
TEMPORARYEROSIONAND SEDIMENT CONTROL
REVISIONS
•►••••••."V 15EAL
it
•
• • CL
••
STA
E
+0y�• 1 i
�fit
MATTHEW S. OVE, P.E.
No. 66118
SEAL
,n I Shoot No.
3of3
°02
v
v &CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
°
Proposed
Inlet OPEN °
RISER
°
Temp. Drain
Rock Bags
& Gut
I I
I I
sod
° Rail
° Ditch
Sod—'f '
v v v
° PLAN
I' Min. Recommended
Post
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES n '-----""II
& Gutter
ELEVATION
SYNTHETIC BALES OR BALE
TYPE BARRIERS FOR PAVED DITCHES
Edge of Shoulder,
Grade Varies Woven Filter Fabric In Absence Of
Established Grass (Approx. 12'x127. ---i
° ° -.F.
Secure Edges By Entrenching And 1
O/ Grade, Length Varies ° Sandbags Extend Under Bags and Bales. Fabric I
Shall Meet The Requirements Of
5' Min. Section 985 Of The Standard
Specifications.
TO
r,
/ See Below For Protection Toe Of Slope PLAN
At Toe Of Slope Or Ditch Bottom, ° ° ° ° PLAN
SECTION AA Grade Varies
Note d I
Where the slope length exceeds 25 feet,
construct one row of bale barriers at 0%
longitudinal grade midway up the slope.
Construct two rows of bale barriers where
the slope length exceeds 50 feet_
ALONG FILL SLOPE
ELEVATION
50' On Centers (Typ.) ° �3
As Required ° Flow
° v
o
o
/r �►
PLAN PLAN
Natural
Ground Overlap Ends 6' In
Fill Slope Fill Slope
ELEVATION ELEVATION
TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND
SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE
AT TOE OF SLOPE
BARRIERS FOR FILL SLOPES
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
II
II II II II II II
1' Min. Recommended 1' Min. Recommended
Anchor Top Bales To Lower Bales With 2 Stakes Per Bale.
ELEVATION ELEVATION
T YPE II TYPE I
SYNTHETIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES
NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS
1. Type I and II Synthetic Barrier should be spaced in accordance with Chart 1, Sheet 1.
2. Bales shallbe trenched 3" to 4" and anchored with 2-1" x 2" (or 1" did.) x 4' wood
stakes. Stokes of other moterialor shape providing equivalent strength may be used if approved
by the Engineer. Stokes other than wood shallbe removed upon completion of the project.
J. Rails and posts shallbe 2" x 4" wood. Other materials providing equivlalent strength may be used if
approved by the Engineer.
4. Adjacent bales shollbe butted firmly together.
5. Where used in conjunction with silt fence, bales shallbe placed on the upstream side of the fence.
6. Boles to be paid for under the contract unit price for Synthetic Bales, LF. The unit price shollinclude
the cost of filter fabric for Type I and II Barriers. Sandbags shallbe paid for under the unit price
for Sandbagging, CY. Rock bags to be paid for under the contract unit price for Rock Bags, EA.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
EROSION CONTROL DETAILS
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
ATUS:
llr
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
AWING
I C-14 I
REVISION
d
Y
U
M
0
N
s
0
NN
C
C
v
a
0
v
8
a
a
t
i
N
L
a
I
\
N
NORTH
1/A-3
'06 �k6'
3 - REFLECTED CEILING PLAN
SCALE: 1 /4" = 1'-0" 40
NORTH
DESCRIPIONS
I
¢
N
SEAL
2/V
37'-4"
17f—Aff C,-411 A,—n" i ^'—wo
)01!!� Nh16'
1 - FLOOR PLAN
SCALE: 1 /4" = 1'-0"
NORTH
PROJECT INFORMATION
BUILDING CODE DATA
DESCRIPTION OF WORK
• CONSTRUCTION OF A NEW ONE STORY 605 S.F. MASONRY
ADDITION W/ STANDING SEAM METAL ROOF ON WOOD TRUSSES
OCCUPANCY CLASSIFICATION
ZONING
LAND USE
U — UTILITY AND MISCELLANEOUS
1ROOAC AGRICULTURAL
0110 SFR RURAL
• PARCEL ID. 24-25-21-0000-00200-0030
CONSTRUCTION TYPE
V—B
EXISTING BUILDING FLOOR AREA
PROP605
TOTTALOBUILDIINIG FLOORINGOOR A EAREA
N/A
SF
605 SF
BUILDING CODE CRITERIA
GENERAL BUILDING LIMITATIONS (B) 1 STORY — 5,500 SF
EXTERIOR LOAD BEARING WALLS
NON CONBUSTIBLE
APPLICABLE BUILDING CODES:
�t
OCCUPANCY LOAD
MAXIMUM TRAVEL DISTANCE
605 SF/300 = 2 PERSONS
300 FEET (W/O SPRINKLERS)
• FLORID UILDING CODE 2007 (W/ 2009
SUPPLEMEN
• FLORIDA MECHA AL CODE 2007
b -
�,'
\s°
NUMBER OF EXITS REQ'D
NUMBER OF EXITS PROVIDED
FEMA CODE
TWO
TWO
"X" OUTSIDE 100YR. AND 500YR. FLOOD PLANS
• NATIONAL ELECTRIC ODE NF
• FLA FIRE PREVENTI 2007
• 2007 IFE SAF CODE
• A ACCESSIBILITY CODE 007
MAXIMUM TRAVEL
MAX. DEAD END
EGRESS WIDTH PER
MINIMUM CORRIDOR /
NOTE: WITH ALL LOCAL AUTHORITY AMENDMENTS
AND LATEST SUPPLEMENTS
DISTANCE TO EXIT
CORRIDOR
PERSON SERVED
AISLE WIDTH
300 FEET
20 FEET
0.2/PERSON X 2
44 INCHES
CLASSIFICATION OF WORK
• FBC 0 — EW
CO STRUCTION
0.4 INCHES REQ'D
132 INCHES PROVIDED
MIN, CLEAR
OPENINGS OF EXIT
DOORS
MINIMUM
STAIR WIDTH
32 INCHES
N/A
v v ED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
F m CITY OF ZEPHYRHILLS
5335 8th Street
Zeph yrh it l s, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
FLOOR & ROOF PLANS
BUILDING DATA
KEYNOTES: (THIS SHT. ONLY)
01 4" THICK CONCRETE HOUSEKEEPING PAD
02 9" GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE
— SIMILAR TO GRAVEL DRIVEWAY ON SHEET C-13
STEEL SLEEVE FOR WATER LINES W/LINK SEAL.
03 COORDINATE SLEEVE DIAMETER W/PIPING
CONTRACTOR & LINK SEAL INSTALLER,
04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-1). REFER TO FAN SCHEDULE SHEET A-4.
05 CONCRETE WELL HEAD PEDESTAL
06 CONCRETE PAD
07 WELL HEAD
0 1'-4" SLEEVE THROUGH SLAB FOR
08 1'-0" FUTURE PIPING
09 6'-8"H SPLIT FACE CMU SCREEN WALL
10# DRY CHEMICAL ABC FIRE EXTINGUISHER,
10 WALL BRACKET, & 18"H X 4y2"W ACRYLIC ID
SIGN — GRAINGER #5TB42 (RED/WHITE)
11 CONTROL JOINT (5/A2)
12 3"x 4" ALUMINUM DOWNSPOUT & PRECAST
CONCRETE SPLASH BLOCK, TYP.
N 48"L X 26 GAUGE TAMCO ON —RIDGE
I
¢ 13 VENT (288 sq. in. NFA) PRE —PAINT TO
\ AMTCH STANDING SEAM METAL ROOF
14 CONCRETE PAD FOR ANTENNA
O5" X 5" ALUMINUM GUTTER W/
15 3" X 4" ALUMINUM DOWNSPOUTS
24" X 28" PAINTED T1-11 PLYWOOD
16 ACCESS HATCH ABOVE (COORDINATE W/
TRUSSES) — REFER TO 2/A-4
17 9%"W PRECAST CONCRETE COPING —
REFER TO KEYNOTE #12 ON SHEET A-2
18 METAL "Z" FLASHING
19 2X2 PAINTED CEDAR TRIM
%" PAINTED T1-11 PLYWOOD PANELS (4" O/C
20 GROOVES). REFER TO REFLECTED CEILING PLAN
(3/A-1) FOR PANEL LAYOUT
PETERSEN ALUM. CORP. 0.040" ALUMINUM
SNAP —CLAD- STANDING SEAM ROOF PANELS
21 INSTALL PER FL. APPROVAL #10277.1.
COLOR=SELECTED BY OWNER FROM MANUF.
STANDARD COLORS
22 OUTSIDE FACE OF CMU WALL BELOW, TYP
23 4"0 CONC. FILLED STEEL PIPE BOLLARD W/
PVC COVER (REFER TO DETAIL 6/A-2)
LA
Of
a
a
ROOM FINISH LEGEND:
(TYP. 8'-8" FINISHED CEILING HT.) U.N.O.
CEILING
0 = NONE
1 = PAINTED WOOD
WALLS
0 = CMU, PAINTED
FLOOR
0 = SEALED CONCRETE
1 = CONCRETE COATING
• ►•�1
SYMBOL KEY:
LOUVER KEY (SEE LOUVER
LV.1
SCHEDULE SHT A-4)
01
DOOR KEY (SEE DOOR SCHEDULE
SHT. A-4)
ROOM
NAME
ROOM NAME & NUMBER
100
01
NOTE KEY
1 /� A_�
ELEVATION KEY
SECTION KEY
6/A-3
5 A-3
—� DETAIL KEY
$ ELEVATION
8" REINFORCED SPLIT FACE CMU
EXTERIOR WALL
8" SPLIT FACE CMU SCREEN WALL
8" REINFORCED STANDARD CMU
INTERIOR WALL
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
JC3/JDC
DESIGNED
JDC
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
N/A
A-1
STATUS: REVISION
ISSUE FOR BID
KEYNOTES:
(THIS SHT. ONLY)
Z/A-4
3 - EAST E LEVATI O N
SCALE: 1/4" = 1'-0"
4 - WEST ELEVATION
SCALE: 1/4" = 1'-0"
v n -r
SEAL
SEAL
CONC. CAP
6" DIA. STL. PIPE BOLLARD
FILLED WITH 3000 PSI CONC.
(PAINTED YELLOW)
I
a
3000 PSI CONC
6 - BOLLARD DETAIL
SCALE: 1 /2" = V-0-
v
v &CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
1 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2 - NORTH ELEVATION
SCALE: 1/4" = 1'-0"
1/4" END PL
1/A-A
1/A-4
1 /A-^
1/A-4
CONTINUOUS HORIZONTAL
REINFORCING
30# FELT BOND BREAK
iK
COMPRESSIBLE FILLER AND
SEALANT BOTH SIDES
VERT. BAR (MATCH WALL
REINF.) CTR. IN CELL & FULL
HT. OF WALL (TYP. EA. SIDE OF
JT.) GROUT FILL CELLS. EMBED
IN FOOTING 8" AND SECURE W/
HY150 INJECTION ADHESIVE OR
APPROVED EQUAL.
AIR
NOMWINIM
WEATHER — TIGHT
COMPRESSIBLE MATERIAL
BACKER ROD AND SEALANT
5 - CONTROL JOINT (CI) DETAIL
SCALE: 1" = 1'-0"
CITY OF ZEPHYRHILLS
etI
o 5335 8th Street
=zi Zephyrhills, FL 33542
v Phone: (813)780-0000
01 4" THICK CONCRETE EQUIPMENT PAD
02 REINFORCED CONC. SLAB ON 6 MIL POLY
VAPOR BARRIER, W/BROOM FINISH
PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP-CLADO
STANDING SEAM ROOF PANELS INSTALL PER FL.
03 APPROVAL #10277.1. COLOR=SELECTED BY OWNER FROM
MANUF. STANDARD COLORS
04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-1). REFER TO FAN SCHEDULE SHEET A-2.
If
05 48 L X 26 GAUGE TAMCO ON —RIDGE VENT (288 sq. In.
NFA) PRE —PAINT TO AMTCH STANDING SEAM METAL ROOF
06 3"X 4" ALUMINUM DOWNSPOUT
07 8" SPLIT FACE CMU
08 8" SPLIT FACE CMU LINTEL, TYP.
09 6'-8"H SPLIT FACE CMU SCREEN WALL
10 CONCRETE PAD
11 CONTROL JOINT (5/A-2)
9 5/8" PRECAST COPING BY MODERN PRECAST (866-466-1374)
12 PROVIDE STRAIGHT, CORNERS & END PIECES. OWNER TO SLECET
FROM MANUF. STANDARD COLORS
13 4"0 CONC, FILLED STEEL PIPE BOLLARD W/
PVC COVER (REFER TO DETAIL 6/A-2)
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
EXTERIOR ELEVATIONS
GROSS AREA OF ATTIC
605 SQUARE FEET
1/150 OF GROSS ROOF AREA
4 SQUARE FEET (576 SQ. IN.)
REQUIRED RIDGE VENT
288 SQ. IN.
REQUIRED SOFFIT VENT
288 SQ. IN.
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
DESIGNED
GCF
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
1 /4"=1'-0"
VERTICAL:
N/A
STATUS: REVISION
ISSUE FOR BID
DESCRIPTIONS
REMSIONS
11 F D. CHRISTIE, M.A.
No, AR0016722
www.mckimcreed.com
3 - WALL SECTION
SCALE: 1" = 1'-0"
SEAL
SEAL
I - BUILDING SECTION
SCALE: 1/2" = 1'-0"
2 - BUILDING SECTION
SCALE: 1 /2" = 1'-0"
.4
4e�0`�NTM&CMEED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
1' CITY OF ZEPHYRHILLS
IS L 5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
BUILDING & WALL SECTIONS
KEYNOTES: (THIS SHT. ONLY)
01 4" THICK CONCRETE EQUIPMENT PAD
REINFORCED CONC. SLAB ON 6 MIL POLY VAPOR
02 BARRIER, W/BROOM FINISH
PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP —CLAD TM
STANDING SEAM ROOF PANELS INSTALL PER FL. APPROVAL
03 #10277.1. COLOR=SELECTED BY OWNER FROM MANUF.
STANDARD COLORS. REFER TO SPECIFICATION 07410 —
PREFORMED METAL STANDING SEAM ROOFING ON SHEET A-4.
04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-1). REFER TO FAN SCHEDULE SHEET A-2,
48"L X 26 GAUGE TAMCO ON —RIDGE
05 VENT (288 sq. in. NFA) PRE —PAINT TO
MATCH STANDING SEAM METAL ROOF
06 3"X 4" ALUMINUM DOWNSPOUT
07 PRE—ENGINEERED WOOD TRUSS
08 1'-4" SLEEVE THROUGH SLAB FOR 1'-0" FUTURE PIPING
09 8'-0"H SPLIT FACE CMU SCREEN WALL
10 10# ABC FIRE EXTINGUISHER (WALL MOUNTED) & ID SIGN
11 CONTROL JOINT (A2)
95/s" PRECAST COPING BY MODERN PRECAST
12 (866-466-1374) PROVIDE STRAIGHT, CORNERS & END
PIECES. OWNER TO SELECT FROM MANUF. STANDARD COLORS
43 PAC —CLAD .032 ALUMINUM DRIP EDGE —MATCH ROOF PANEL
COLOR
14 PAC —CLAD .032 ALUMINUM WRAPPED 2X6 PRESSURE
TREATED FASCIA BOARD —MATCH ROOF PANEL COLOR
PETERSEN ALUM. CORP. .032" ALUMINUM PAC-850, HALF
15 VENTED SOFFIT PANEL SYSTEM. INSTALL PER FL.
APPROVAL #4483. COLOR=WHITE
16 METAL "Z" FLASHING
17 2 X 2 PAINTED CEDAR TRIM
%" PAINTED T1-11 PLYWOOD PANELS (4" O/C GROOVES).
18 REFER TO REFLECTED CEILING PLAN (3/A-1) FOR PANEL
LAYOUT
19 APA RATED W EXTERIOR PLYWOOD SHEATHING — GRADE
B—C & 3 , SPAN RATING
20 W.R. GRACE "ICE & WATER SHIELD"- UNDERLAYMENT
OR APPROVED EQUAL
21 GROUT FILLED CELLS
22 SPLIT FACE CMU LINTEL —REFER TO STRUCTURAL DRAWINGS
23 2 X 4 SOLID WOOD BLOCKING, TYP. @ PANEL JOINTS
24 BLOK—FLASH®, REFER TO SPECIFICATION SECTION
07280 — CMU DRAINAGE SYSTEM ON SHEET A-4
25 DRAINAGE MAT, REFER TO SPECIFICATION SECTION
07280 — CMU DRAINAGE SYSTEM ON SHEET A-4
SYMBOL KEY:
LV.1 LOUVER KEY (SEE LOUVER SCHEDULE SHT. A-4)
W1 WINDOW ABOVE KEY (SEE WINDOW DETAILS SHT. A-4)
01 DOOR KEY (SEE DOOR SCHEDULE SHT. A-4)
ROOM
NAME ROOM NAME & NUMBER
106
01 NOTE KEY
A�—1ELEVATION KEY
1 /�
SECTION KEY
6/A-2
5 A-2
I:fDETAIL KEY
ELEVATION
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
JC3/JDC
DESIGNED
JDC
CHECKED
JSL
PROD. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
N/A
A-3
STATUS: REVISION
ISSUE FOR BID
REVISIONS
JOHN D. CHRISTIE, A.I.A.
No. AR0016722
www.mckimcreed.com
SECTION 06100-ROUGH CARPENTRY
1.0 GENERAL
1.1 SCOPE
A. WORK INCLUDED IN THIS SECTION INCLUDES THE FURNISHING OF
LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR AND
INCIDENTAL TO THE COMPLETION OF ALL ROUGH CARPENTRY
THROUGHOUT THE ENTIRE BUILDING, AS SHOWN ON THE DRAWINGS
AND AS CALLED FOR IN THESE SPECIFICATIONS.
1.2 QUALITY ASSURANCE
A. FIT CARPENTRY TO OTHER WORK: SCRIBE AND COPE AS REQUIRED
FOR ACCURATE FIT, CORRELATE LOCATION OF FURRING, NAILING,
BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW PROPER
ATTACHMENT OF OTHER WORK.
B. FACTORY -MARK EACH PIECE OF LUMBER AND PLYWOOD TO IDENTIFY
THE TYPE, GRADE, AGENCY PROVIDING THE INSPECTION SERVICE, THE
PRODUCING MILL AND OTHER QUALITIES AS SPECIFIED HEREIN.
C. COMPLY WITH REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS
OTHERWISE INDICATED:
1. U.S. DEPARTMENT OF COMMERCE
a. "AMERICAN SOFTWOOD LUMBER STANDARD" (PS 20)
b. "NATIONAL GRADING RULE FOR DIMENSION LUMBER" OF THE
AMERICAN LUMBER STANDARDS COMMITTEE (PS 20)
C. "SOFTWOOD PLYWOOD/CONSTRUCTION AND INDUSTRIAL" (PS
166)
2. AMERICAN WOOD PRESERVERS INSTITUTE
a. AWPI LP-2
b. AWPI C-20B
3. NATIONAL FOREST PRODUCTS ASSOCIATION
a. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
(1977)
b. MANUAL FOR HOUSE FRAMING (1977).
2 PRODUCTS
2.1 GENERAL
A. FOR A LUMBER STANDARD, FOR EACH USE, COMPLY WITH THE
"AMERICAN SOFTWOOD LUMBER STANDARD" PS 20 BY THE U.S. DEPT.
OF COMMERCE. NOMINAL SIZES ARE SHOWN OR SPECIFIED: PROVIDE
ACTUAL SIZES COMPLYING WITH THE MINIMUM SIZE REQUIREMENTS OF
PS 20 FOR THE MOISTURE CONTENT SPECIFIED FOR EACH USE.
1. PROVIDE DRESSED LUMBER S4S, UNLESS OTHERWISE SHOWN OR
SPECIFIED.
2. PROVIDE SEASONED LUMBER WITH 19% MAXIMUM MOISTURE
CONTENT AT TIME OF DRESSING AND COMPLYING WITH DRY SIZE
REQUIREMENTS OF PS 20, UNLESS OTHERWISE SPECIFIED,
B. WHERE WOOD FRAMING FROM 2" TO 5" (BUT NOT INCLUDING 5" IN
NOMINAL THICKNESS AND 2" OR MORE IN NOMINAL WIDTH) IS SHOWN
OR SCHEDULE; PROVIDE LUMBER COMPLYING WITH GRADING RULES
WHICH CONFORM TO THE REQUIREMENTS OF THE "NATIONAL GRADING
RULE FOR DIMENSION LUMBER" OF THE AMERICAN LUMBER STANDARDS
COMMITTEE ESTABLISHED UNDER PS 20.
1. FOR LIGHT FRAMING (2" TO 4" THICK AND 2" TO 4" WIDE),
PROVIDE CONSTRUCTION GRADE.
C. WHERE LUMBER LESS THAN 2" IN NOMINAL THICKNESS AND 2" OR
MORE IN NOMINAL WIDTH IS SHOWN OR SPECIFIED, PROVIDE BOARDS
COMPLYING WITH DRY SIZE REQUIREMENTS OF PS 20.
D. WHERE BOARDS WILL BE CONCEALED BY OTHER WORK, PROVIDE THE
FOLLOWING:
1. MOISTURE CONTENT 19% MAXIMUM, MARK BOARDS "S-DRY".
SPECIES AND GRADE: PROVIDE SOUTHERN PINE (SP1B) NO. 2
BOARDS.
E. FOR A PLYWOOD STANDARD, FOR EACH USE, COMPLY WITH THE
REQUIREMENTS FOR "SOFTWOOD PLYWOOD/CONSTRUCTION AND
INDUSTRIAL" PS 1 66 BY THE U.S. DEPT. OF COMMERCE.
1. EXPOSED PLYWOOD: WHERE PLYWOOD WILL BE EXPOSED IN THE
FINISHED WORK, PROVIDE AS SPECIFIED FOR THE TYPE OF
EXPOSURE AND FINISH SHOWN OR SCHEDULED, AS FOLLOWS:
1, CONCEALED PLYWOOD: WHERE PLYWOOD WILL BE CONCEALED BY
OTHER WORK, PROVIDE INTERIOR TYPE PLYWOOD C-D PLUGGED
GRADE, UNLESS OTHERWISE SPECIFIED. PLYWOOD FOR ROOF DECK
AND SIDING TO RECEIVE METAL ROOFING AND SIDING: GRADE C-C
EXTERIOR INDEX NUMBER 48/24.
a. FOR BACKING PANELS FOR ELECTRICAL OR TELEPHONE
EQUIPMENT, PROVIDE FIRE -RETARDANT TREATED STANDARD
GRADE PLYWOOD WITH EXTERIOR GLUE.
F. FOR ANCHORAGE AND FASTENING MATERIALS FOR EACH USE, SELECT
PROPER TYPE, SIZE, MATERIAL AND FINISH COMPLYING WITH THE
APPLICABLE SPECIFICATION AND DETAILS.
G. WHERE LUMBER OR PLYWOOD IS INDICATED AS "TREATED" COMPLY
WITH THE APPLICABLE REQUIREMENTS OF THE AMERICAN WOOD
PRESERVERS INSTITUTE (AWPI). MARK EACH TREATED ITEM TO
COMPLY WITH THE AWPI QUALITY MARK REQUIREMENTS FOR THE
SPECIFIED REQUIREMENTS.
1. PRESSURE TREAT ABOVE GROUND ITEMS WITH WATERBOURNE
PRESERVATIVES COMPLYING WITH AWPI LP-2. OSMOSE K-33 AT
0.45 PCF RETENTION OR WOLMAN CCA AT 0.75 PCF RETENTION.
AFTER TREATMENT, KILN -DRY TO A MAXIMUM MOISTURE CONTENT
OF 15%. TREAT INDICATED ITEMS AND THE FOLLOWING:
a. WOOD, NAILERS, BLOCKING, STRIPPING, AND SIMILAR MEMBERS
IN CONNECTION WITH ROOFING, VAPOR BARRIERS AND
WATERPROOFING.
3.0 EXECUTION
3.1 INSTALLATION
A. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING
AND FASTENING AS SHOWN AND AS REQUIRED BY RECOGNIZED
STANDARDS.
B. SET CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES,
WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED.
C. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE SHOWN OR
SPECIFIED. USE FINISHING NAILS FOR FINISH WORK. SELECT
FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE
OPPOSITE SIDE WILL BE EXPOSED.
D. FOR EXTERIOR INSTALLATIONS, USE HOT -DIP GALVANIZED OR
STAINLESS FASTENERS.
E. WOOD NAILERS AND BLOCKING:
1. ATTACH TO SUBSTRATES SECURELY WITH ANCHOR BOLTS AND
OTHER ATTACHMENT DEVICES.
F. SET WOOD FRAMING ACCURATELY TO REQUIRED LINES AND LEVELS.
PROVIDING FRAMING MEMBERS OF SIZES AND ON SPACINGS SHOWN,
CUT, JOIN AND TIGHTLY FIT FRAMING AROUND OTHER WORK.
END OF SECTION
SECTON 07280 - CMU DRAINAGE SYSTEM
(1.59 MM) WITH (7.94) PERIMETER FLANGE, WITH A WEEP SPOUT
THE GROUTED CORE. REMOVE BRIDGE AND CROSS -BED THE WEBS
OPENING AND A 45 DEGREES DRIP EDGE THAT EXTENDS 1.0 INCHES
ADJACENT TO THE CORE TO BE GROUTED MAKING SURE TO OVERLAP
1.0 GENERAL
(25.4 MM) FROM THE OUTER FLANGE FOR 12" WALL SYSTEM.
THE FLANGE. THIS WILL PREVENT GROUT FROM SPREADING BEYOND THE.
1.1 SUMMARY
B
INTEGRATED WEB SPACER/BRIDGE UNIT IS A HIGH DENSITY
INTENDED CORE.
A. FURNISHING AND INSTALLING COMPLETE SINGLE WYTHE CONCRETE
POLYETHYLENE .0625 INCH THICK (1.59 MM) THAT OVERLAPPED THE
E.
UTILIZE STANDARD MORTAR SPREADING TECHNIQUES WITH MORTAR
MASONRY DRAINAGE SYSTEM.
ADJACENT PAN AND EXTENDS FROM FACE SHELL TO FACE SHELL.
LAPPED, FIRST OVER THE INNER AND SECOND OVER THE OUTER
1.2 REFERENCES
BRIDGE IS REMOVABLE FOR CORNER INSTALLATION.
FLANGES OF THE PAN UNITS. THIS WILL STABILIZE THE UNITS DURING
A. APPLICABLE REQUIREMENTS OF THE LATEST ISSUE OF CONSTRUCTION
C.
DRAINAGE MATTE IS AN OPEN WEAVE POLYESTER MESH (7X16 INCH)
INSTALLATION AND LATER HELP DIVERT MOISTURE INTO THE PAN.
INDUSTRY CODES, STANDARDS AND SPECIFICATIONS REFERENCED HEREIN
F.
REDUCE CLOGGING FROM MORTAR AND GROUT DROPPINGS BY
APPLY TO WORK OF THIS SECTION.
INSTALLED IN EACH CMU CELL ABOVE THE PAN.
INSTALLING THE 7 X 16 INCH POLYESTER MESH DRAINAGE MATTES INTO
1. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK NOTES.
3.0 EXECUTION
3.1 PREPARATION
THE CORE CAVITY ABOVE THE PANS WHICH WILL SUSPEND MORTAR
1.4 SUBMITTALS
A.
VERIFY ITEMS PROVIDED BY OTHER SECTIONS OF WORK ARE PROPERLY
DROPPINGS IN THE CORE ALLOWING MOISTURE TO FLOW DOWN THE
A. PRODUCT DATA: CATALOG CUTS, INSTALLATION DETAILS AND
LOCATED.
INSIDE FACE OF THE BLOCK AND INTO THE PAN.
SPECIFICATIONS FOR ALL MATERIALS.
3.2 INSTALLATION OF DRAINAGE SYSTEM
G.
TOOL ALL HEAD AND BED JOINTS AND REMOVE ANY OBSTRUCTION FROM
B. SAMPLES: OF DRAINAGE PANS WITH DRAINAGE MATTES INCLUDED.
1.5 DELIVERY, STORAGE, AND HANDLING
A.
LAY THE COURSE(S) OF BLOCK BELOW THE DESIRED FLASHING LEVEL
H.
THE WEEP SPOUTS.
INSTALL BUG GUARDS PROVIDED WITH SYSTEM BY INSERTING ONE INTO
A. DELIVER PRODUCTS TO SITE, AND STORE AND PROTECT UNDER
UNTIL ABOVE GRADE.
EACH WEEP SPOUT.
PROVISIONS OF SECTION ENTITLED MATERIALS AND EQUIPMENT.
B.
INSTALL PANS BY PLACING TWO UNITS ON EACH BLOCK OR EVENLY
3.3 PROTECTION
2.0 PRODUCTS
ALONG A FORMED CONCRETE FOUNDATION OR SLAB. THE DRIP EDGE
A.
PROTECT FINISHED WORK.
2.1 MANUFACTURER
(WEEP SPOUT) ON THE PAN SHOULD EXTEND SLIGHTLY BEYOND THE
B.
PROVIDE PROTECTION WITHOUT DAMAGING COMPLETED WORK.
A. CMU DRAINAGE SYSTEM BASIS OF DESIGN
FACE OF THE CMU, A MOLDED REFERENCE LIP ON THE BOTTOM OF THE
3.4 INSTALL AT THE FOLLOWING LOCATIONS
1. BLOK FLASH® AS MANUFACTURED BY MORTAR NET® USA, GARY, IN,
PAN SHOULD REST AGAINST THE EDGE OF THE BLOCK OR SLAB.
A.
ABOVE ALL INTERMEDIATE BOND BEAMS.
TELEPHONE: (800)664-6638;
C.
SPAN THE CONTINUOUS ROW OF PANS WITH ATTACHED WEB
B.
ABOVE ALL DOOR AND OTHER LINTELS ABOVE OPENINGS IN MASONRY.
2. OR APPROVED EQUAL
SPACERS/BRIDGE UNITS DESIGNED TO DIVERT WATER TO THE ADJOINING
C.
ABOVE GROUTED CMU AT TOP OF FLOOR SLAB.
2.2 DRAINAGE SYSTEM
PANS.
END OF
SECTION
A. PAN IS A HIGH DENSITY POLYETHYLENE COMPOSITION .0625 INCH THICK
D.
IF THE WALLS ARE REINFORCED, ELIMINATE THE PAN AND BRIDGE AT
SECTION 07410 - PREFORMED METAL STANDING SEAM ROOFING
PACKAGE METAL ROOF PANELS FOR PROTECTION DURING
TOP OF EACH ELEVATION TO CLOSE ENDS OF THE PANELS. METAL
TRANSPORTATION AND HANDLING.
CLOSURES TO BE MADE IN THE SAME MATERIAL AND FINISH AS FACE
PART 1 - GENERAL
B.
UNLOAD, STORE AND ERECT METAL ROOF PANELS IN A MANNER TO
SHEET.
1.1 DESCRIPTION OF WORK
PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE.
G.
FASTENERS: FASTENERS SHALL BE OF TYPE, MATERIAL, SIZE,
A. THIS SECTION COVERS THE PRE -FINISHED, PRE -FABRICATED
C.
STACK METAL ROOF PANELS ON PLATFORMS OR PALLETS, COVERED
CORROSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES
ARCHITECTURAL STANDING SEAM ROOF SYSTEM. ALL METAL TRIM,
WITH SUITABLE WEATHERTIGHT AND VENTILATED COVERING. STORE METAL
REQUIRED TO FASTEN MISCELLANEOUS FRAMING MEMBERS TO
ACCESSORIES, FASTENERS, AND SEALANTS INDICATED ON THE DRAWINGS
ROOF PANELS TO ENSURE DRYNESS. DO NOT STORE METAL ROOF
SUBSTRATES.
AS PART OF THIS SECTION.
PANELS IN CONTACT WITH OTHER MATERIALS THAT MIGHT CAUSE
H.
SUBSTRATE SHALL BE PLYWOOD
1.2 QUALITY ASSURANCE
STAINING, DENTING OR OTHER SURFACE DAMAGE.
I.
ROOFING UNDERLAYMENT
A. MANUFACTURER AND ERECTOR SHALL DEMONSTRATE EXPERIENCE OF A
D.
PROTECT STRIPPABLE PROTECTIVE COATING ON ANY METAL COATED
J.
ON ALL SURFACES TO BE COVERED WITH ROOFING MATERIAL, FURNISH
MINIMUM OF FIVE (5) YEARS IN THIS TYPE OF PROJECT.
PRODUCT FROM EXPOSURE TO SUNLIGHT AND HIGH HUMIDITY, EXCEPT
AND INSTALL A 40 MIL "PEEL & STICK MEMBRANE", REQUIRED AS
B. PANELS SHALL BE FACTORY -PRODUCED ONLY. NO PORTABLE,
TO THE EXTENT NECESSARY FOR MATERIAL INSTALLATION.
OUTLINED BY METAL PANEL MANUFACTURER. MEMBRANE TO BE A
INSTALLER -OWNED OR INSTALLER -RENTED MACHINES WILL BE
1.9 PROJECT CONDITIONS
MINIMUM OF 40 MIL THICKNESS, SMOOTH, NON -GRANULAR, BY ONE OF
PERMITTED.
A.
WEATHER LIMITATIONS: PROCEED WITH INSTALLATION ONLY WHEN
THE FOLLOWING MANUFACTURERS:
1.3 SUBSTITUTIONS
EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT METAL ROOF
1. W.R GRACE "ICE & WATER SHIELD"
A. THE MATERIAL, PRODUCTS AND EQUIPMENT SPECIFIED IN THIS SECTION
PANEL WORK TO BE PERFORMED.
2. CARLISLE CCW WIP 300HT
ESTABLISH A STANDARD FOR REQUIRED FUNCTION, DIMENSION,
B.
FIELD MEASUREMENTS: VERIFY ACTUAL DIMENSIONS OF CONSTRUCTION
3. MFM CORP "WIND & WATER SHIELD"
APPEARANCE AND QUALITY TO BE MET BY ANY PROPOSED
CONTIGUOUS WITH METAL ROOF PANELS BY FIELD MEASUREMENTS
K.
UNDERLAYMENT SHALL BE LAID IN HORIZONTAL LAYERS WITH JOINTS
SUBSTITUTION.
BEFORE FABRICATION.
LAPPED TOWARD THE EAVES A MINIMUM OF 6", AND WELL SECURED
1.4 SYSTEM DESCRIPTION
1.1000ORDINATION
ALONG LAPS AND AT ENDS AS NECESSARY TO PROPERLY HOLD THE
A. MATERIAL TO COMPLY WITH:
A.
COORDINATE METAL ROOF PANELS WITH RAIN DRAINAGE WORK,
FELT IN PLACE. ALL UNDERLAYMENT SHALL BE PRESERVED UNBROKEN
1. ASTM B209 STANDARD SPECIFICATION FOR ALUMINUM AND
FLASHING, TRIM AND OTHER ADJOINING WORK TO PROVIDE A
AND WHOLE.
ALUMINUM -ALLOY SHEET AND PLATE
LEAK -PROOF, SECURE AND NONCORROSIVE INSTALLATION.
L.
ICE AND WATER SHIELD SHALL LAP ALL HIPS AND RIDGES AT LEAST 12"
1.5 ROOF SYSTEM PERFORMANCE TESTING
PART 2
2.1 PANEL
-PRODUCTS
DESIGN
TO FORM DOUBLE THICKNESS AND SHALL BE LAPPED 6" OVER THE
A. ROOF SYSTEM SHALL BE DESIGNED TO MEET FLORIDA BUILDING CODE
WIND LOAD REQUIREMENTS.
A.
GENERAL: PROVIDE FACTORY -FORMED METAL ROOF PANELS DESIGNED
METAL OF ANY VALLEY OR BUILT-IN GUTTERS AND SHALL BE INSTALLED
B. PANELS TO MEET:
TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE
MA
L L MANUFACTURER TO
AS REQUIRED BY THE STANDING SEAM EAM MA PANE
1. WATER PENETRATION: WHEN TESTED PER ASTM E-283/1680 AND
EDGES OF ADJACENT PANELS WITH JOINT TYPE INDICATED AND
ATTAIN THE DESIRED 20 YEAR WEIGHWARRANTY.
ASTM E-331 1646 THERE SHALL BE NO UNCONTROLLED WATER
/
MECHANICALLY ATTACHING PANELS TO SUPPORTS USING CONCEALED
M.
SEALANTS:
1. PROVIDE TWO-PART POLYSULFIDE CLASS B NON -SAG TYPE FOR
PENETRATION OR AIR INFILTRATION THROUGH THE PANEL JOINTS.
CLIPS IN SIDE LAPS. INCLUDE CLIPS, CLEATS, PRESSURE PLATES AND
VERTICAL AND HORIZONTAL JOINTS OR
2. ROOF SYSTEM SHALL BE DESIGNED TO MEET A UL CLASS 90 WIND
ACCESSORIES REQUIRED FOR A WEATHERTIGHT INSTALLATION.
2. ONE PART POLYSULFIDE NOT CONTAINING PITCH OR PHENOLIC
UPLIFT IN ACCORDANCE WITH UL STANDARD 580 AND PANEL
B.
ROOF PANELS SHALL BE SNAP CLAD STANDING SEAM IN 12" WIDTHS
EXTENDERS OR
SYSTEM SHALL BE ASTM 1592 TESTED AND APPROVED
WITH 1 3/4" HIGH SEAM.
3. EXTERIOR GRADE SILICONE SEALANT RECOMMENDED BY ROOFING
3. UL 2218 - IMPACT RESISTANCE RATED.
C.
PANELS TO BE PRODUCED WITH FACTORY SUPPLIED HOT MELT MASTIC
MANUFACTURER OR
1.6 WARRANTIES
IN THE SEAMS.
4. ONE PART NON -SAG, GUN GRADE EXTERIOR TYPE POLYURETHANE
A. WEATHERTIGHT WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH
D.
PANELS TO BE PRODUCED SMOOTH - FACTORY STANDARD.
RECOMMENDED BY THE ROOFING MANUFACTURER.
MANUFACTURER AGREES TO REPAIR OR REPLACE STANDING SEAM
E.
PANELS TO BE DESIGNED FOR ATTACHMENT WITH CONCEALED FASTENER
2,4 FABRICATION
METAL ROOF PANEL ASSEMBLIES THAT FAIL TO REMAIN WEATHERTIGHT,
CLIPS, SPACED AS REQUIRED BY THE MANUFACTURER TO PROVIDE FOR
A.
COMPLY WITH DIMENSIONS, PROFILE LIMITATIONS, GAUGES AND
INCLUDING LEAKS, WITHIN SPECIFIED WARRANTY PERIOD.
BOTH POSITIVE AND NEGATIVE DESIGN LOADS, WHILE ALLOWING FOR THE
FABRICATION DETAILS SHOWN AND IF NOT SHOWN, PROVIDE
B. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION
EXPANSION AND CONTRACTION OF THE ENTIRE ROOF SYSTEM RESULTING
MANUFACTURER'S STANDARD PRODUCT FABRICATION.
C. FINISH WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH
FROM VARIATIONS IN TEMPERATURE.
B.
FABRICATE COMPONENTS OF THE SYSTEM IN FACTORY, READY FOR FIELD
MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE STANDING SEAM
F.
FORMING: USE CONTINUOUS END ROLLING METHOD. NO END LAPS ON
ASSEMBLY.
METAL ROOF PANELS THAT SHOW EVIDENCE OF DETERIORATION OF
PANELS. NO PORTABLE ROLL FORMING MACHINES WILL BE PERMITTED ON
C.
APPLY SPECIFIED FINISHES IN CONFORMANCE WITH MANUFACTURER'S
FACTORY -APPLIED FINISH WITHIN SPECIFIED WARRANTY PERIOD.
THIS PROJECT; NO INSTALLER -OWNED OR INSTALLER -RENTED MACHINES
WILL BE PERMITTED. IT IS THE INTENT OF THE ARCHITECT TO PROVIDE
STANDARD, AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
D. EXPOSED PANELS FINISH - DETERIORATION INCLUDES THE FOLLOWING:
FACTORY -MANUFACTURED PANEL SYSTEMS ONLY FOR THIS PROJECT.
PART 3 - EXECUTION
1. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED
2.2 ACCEPTABLE MANUFACTURERS
3.1 INSPECTION
ACCORDING TO ASTM D 2244
2. CHALKING IN EXCESS OF A NO. 8 RATING WHEN TESTED ACCORDING
A.
THIS PROJECT IS DETAILED AROUND THE ROOFING PRODUCT OF
A.
EXAMINE ALIGNMENT OF STRUCTURAL STEEL AND RELATED SUPPORTS,
TO ASTM D 4214
PETERSEN ALUMINUM CORPORATION PETERSEN ALUMINUM CORP,
PRIMARY AND SECONDARY ROOF FRAMING, SOLID ROOF SHEATHING,
3. CRACKING, CHECKING, PEELING OR FAILURE OF PAINT TO ADHERE TO
ACWORTH, GA, 800-272-4482, SNAP CLAD.
PRIOR TO INSTALLATION.
A BARE METAL.
2.3 MATERIALS AND FINISHES
B.
PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS
E. APPLICATOR SHALL FURNISH WRITTEN WARRANTY FOR A TWO (2) YEAR
A.
PREFORMED ROOFING PANELS SHALL BE FABRICATED OF .040 ALUMINUM
HAVE BEEN CORRECTED.
3.2 FASTENERS
PERIOD FROM DATE OF SUBSTANTIAL COMPLETION OF BUILDING
B.
C.
COLOR SHALL BE *STANDARD PAC -CLAD FINISH
FINISH SHALL BE KYNAR 500 OR HYLAR 5000 FLUOROCARBON COATING
A.
SECURE UNITS TO SUPPORTS
COVERING REPAIRS REQUIRED TO MAINTAIN ROOF AND FLASHINGS IN
WITH A TOP SIDE FILM THICKNESS OF 0.70 TO 0.90 MIL OVER A 0.25
B.
PLACE FASTENERS AS INDICATED IN MANUFACTURER'S STANDARDS.
WATERTIGHT CONDITION.
TO 0.3 MIL PRIME COAT TO PROVIDE A TOTAL DRY FILM THICKNESS OF
3.3 INSTALLATION
1.7 SUBMITTALS
0.95 TO 1.25 MIL, TO MEET AAMA 621. BOTTOM SIDE SHALL BE COATED
A.
PANELS SHALL BE INSTALLED PLUMB AND TRUE IN A PROPER
A. PROVIDE FINISH SAMPLES OF ALL COLORS SPECIFIED.
WITH A PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL
ALIGNMENT AND IN RELATION TO THE STRUCTURAL FRAMING. THE
B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION LAYOUTS OF
CONFORM TO ALL TESTS FOR ADHESIONS, FLEXIBILITY AND LONGEVITY
ERECTOR MUST HAVE AT LEAST FIVE YEARS SUCCESSFUL EXPERIENCE
METAL ROOF PANELS, METAL SOFFIT PANELS, DETAILS OF EDGE
AS SPECIFIED BY KYNAR 500 OR HYLAR 5000 FINISH SUPPLIER.
WITH SIMILAR APPLICATIONS.
CONDITIONS, SIDE -SEAM JOINTS, PANEL PROFILES, CORNERS,
D.
IF STRIPPABLE COATING TO BE APPLIED ON THE PRE -FINISHED PANELS
B.
INSTALL METAL PANELS, FASTENERS, TRIM AND RELATED SEALANTS IN
ANCHORAGES, TRIM, FLASHINGS, CLOSURES AND ACCESSORIES, AND
TO THE TOP SIDE TO PROTECT THE FINISH DURING FABRICATION,
ACCORDANCE WITH APPROVED SHOP DRAWINGS AND AS MAY BE
SPECIAL DETAILS. DISTINGUISH BETWEEN FACTORY AND
SHIPPING AND HANDLING, FILM SHALL BE REMOVED BEFORE
REQUIRED FOR A WEATHER -TIGHT INSTALLATION.
FIELD -ASSEMBLED WORK
INSTALLATION.
C.
REMOVE ALL STRIPPABLE COATING AND PROVIDE A DRY -WIPE DOWN
C. COORDINATION DRAWINGS: ROOF PLANS, DRAWN TO SCALE, ON WHICH
E.
TRIM: TRIM SHALL BE FABRICATED OF THE SAME MATERIAL AND FINISH
CLEANING OF THE PANELS AS THEY ARE ERECTED.
THE FOLLOWING ARE SHOWN AND COORDINATED WITH EACH OTHER,
TO MATCH THE PROFILE, AND WILL BE PRESS BROKEN IN LENGTHS OF
3.4 DAMAGED
MATERIAL
BASE DON INPUT FROM INSTALLER OF THE ITEMS INVOLVED:
10 TO 12 FEET. TRIM SHALL BE FORMED ONLY BY THE MANUFACTURER
A.
UPON DETERMINATION OF RESPONSIBILITY, REPAIR OR REPLACE
1. ROOF PANELS AND ATTACHMENTS
OF THEIR APPROVED DEALER. TRIM TO BE ERECTED IN OVERLAPPED
DAMAGED METAL PANELS AND TRIM TO THE SATISFACTION OF THE
2. BRACINGS AND SUPPORTS
CONDITION. USE LAP STRIPS ONLY AS INDICATED ON DRAWINGS. MITER
ARCHITECT AND OWNER.
1.8 DELIVERY, STORAGE AND HANDLING
CONDITIONS SHALL BE FACTORY WELDED MATERIAL TO MATCH THE
END OF SECTION
A. DELIVER COMPONENTS, SHEETS, METAL ROOF PANELS AND OTHER
SHEETING.
MANUFACTURED ITEMS SO AS NOT TO BE DAMAGED OR DEFORMED.
F.
CLOSURES: USE COMPOSITION OR METAL PROFILED CLOSURES AT THE
h_
•
v
e NFM&CMED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
WWW.mckimcreed.com
LOUVER SCHEDULE
MARK
MANUFACTURER
MODEL NUMBER
LOUVER SIZE (WxH)
FREE AREA
MATERIAL
FL APPROVAL N0.
NOTES
LV-1
RUSKIN
ELC6375DXD
5'-4" x 2'-0"
44%
ALUMINUM
12232.1
1-6
NOTES:
1. PROVIDE FACTORY SLEEVE(S) AND DAMPERS FOR ALL LOUVERS
2. INSTALL LOUVER AT HEIGHT AS DESIGNATED ON ARCHITECURAL DRAWINGS
3. LOUVER TO BE PROVIDED WITH FACTORY INSECT SCREEN
4. LOUVER FINISH SHALL BE KYNAR - COLOR SELECTED BY OWNER
5. PROVIDE FACTORY SUBMITTAL FOR SLEEVE SIZES TO GENERAL CONTRACTOR FOR COORDINATION PURPOSES PRIOR TO CONSTRUCTION
6. PROVIDE HAND QUADRANT FOR CLOSURE OF LOUVER DAMPER(S)
FAN SCHEDULE
MARK
MANUFACTURER
MODEL #
SPACE
TYPE
C.F.M.
R.P.M.
SONES
S.P.
MAX.WATTS
H.P.
VOLTS
PHASE
NOTES
EF-1
COOK ACWD
10OW15DH
MECHANICAL ROOM
WALL EXHAUST
650
1550
9.6
.25
159
1 8
120V
1 P
1-3
EF-1
COOK ACWD
110OW15DH
CHEMICAL ROOM
IWALL EXHAUSTI
650
11550
9.6
.25
159
1 8
1 120V
1 P
1-3
NOTES:
1. PROVIDE BACKDRAFT DAMPER
2. FACTORY PLUG DISCONNECT
3. PROVIDE LINE -VOLTAGE THERMOSTAT SET AT 80 DEGREES F. OR PER OWNER
DOOR AND FRAME SCHEDULE
DOOR
FRAME
FL.
DOOR
UL
APPROVAL
REMARKS
SIZE
DETAILS *
N0.
LABEL
MANUFACTURER
MODEL #
MAT'L.
TYPE
GLAZING
MAT'L.
TYPE
SDET
#
WIDTH
HGT.
M.O.
THK.
HEAD
JAMB
SILL
01
N/A
SPECIAL-LITE, INC
SL-17
PR. S-2"
7'-2"
6'-8" x
7'-4"
1 3/4"
FRP
D1
LAM
ALUM
F1
-T
H-1
J-1
S-1
HW-1
9875.2
02
N/A
SPECIAL-LITE, IN
SL-17
3'-0"
7'-2"
3'-4" x
7'-4"
1 3/4"
FRP
D1
N/A
ALUM
F1
H-1
J-1
S-1
HW-2
9875.1
MATERIAL LEGEND
HARDWARE SETS (ALL FINISHES STAINLESS STEEL UNO)
LAM = 5/16" OLD CASTLE STORM GLASS (1/8"
HW-1
(BY DOOR MANUF.)
HW-2 (BY DOOR MANUF.)
ANNEALED GLASS, 0.070" STORM GLASS PVB
INTERLAYER, 1 /8" ANNEALED GLASS)
2
CONTINUOUS GEAR HINGE SL-11HD
1 CONTINUOUS GEAR HINGE SL-11 HD
ALUM = ALUMINUM
2
3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D
1 3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D
FRP = FIBERGLASS REINFORCED PLASTIC
1
MULLION: VON DUPRIN REMOVABLE MULLION 4954
1 CLOSER: DORMA TS93-5PTHO ANSI 689
HM
STL
= HOLLOW METAL
= STEEL (GALVANIZED)
2
CLOSERS: DORMA TS93-5PTHO ANSI 689
1 THRESHOLD: SPECIAL-LITE THRS-4
1
THRESHOLD: SPECIAL-LITE THRS-4
1 SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR
N/A = NOT APPLICABLE
2
SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR
DRAINAGE
MAT
BLOK-FLASH®
SPLIT FACE
CMU
SEALANT
(TYP)
SPLIT FACE
CMU
SEALANT
(TYP)
HEAD (H-1)
JAMB (J-1)
8" CMU
SEE STRUCT. FOR
LINTEL REINF.
8" CMU LINTEL
SEALANT
(TYP)
SEALANT
(TYP)
SEE STRUCT,
FOR REINF.
MASONRY
ANCHORS PER
MANUF. FL
APPROVAL
INSTRUCTIONS, TYP
THRESHOLD SET v'
IN SEALANT
0
Ill e.4
FIN. CONC.
FLOOR
o
e.
a
SILL (S-1)
TYP. EXTERIOR DOOR
SEALANT
(TYP)
3 - HEAD, JAMB & SILL DETAILS
SCALE: 1 1 /2" = V-0"
HEAD (H-2)
JAMB (J-2)
SILL (S-2)
TYP. LOUVER
CITY OF ZEPHYRH I LLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
SEE STRUCT. FOR
LINTEL REINF. N
8" CMU LINTEL 11
ALUM. ANGLES AND
FASTENERS PER MANUF.
FL PRODUCT APPROVAL
INSTALLATION
INSTRUCTIONS, TYP.
SEE STRUCT.
FOR REINF.
ANOD. ALUM.
CONTINUOUS FRAME
W/ MITERED & WELDED
CORNERS W/ S.S.
SCREWS ® 24" O.C.
1 1 /2" X 1 1 /2" X 1 /8"
ALUM. CLIP ANGLE, 24"
O/C & 6" FROM ENDS.
ATT. TO LOUVER W/2-#10
TEK SCREWS PER CLIP.
(NIRC)
FASTENER (NIRC)
ALUM. SILL FLASHING
BY LOUVER MANUF. -
MATCH LOUVER FINISH
PAINTED CMU (TYP)
6'-4"
00
C
TYPE D1
2„ 2„
CV
CV
I
i�
TYPE F1
3' 0"
CV ` cV
I I
i� 11
TYPE D2
2" 2"
3'-0"
Cv
I
i�
TYPE F2
1 - DOOR & FRAME TYPES
SCALE: 1 /4" = V-0"
2 - ATTIC ACCESS DETAIL
SCALE: 1 1 /2" = V-0"
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
BUILDING DATA & NOTES
ENGINEERED
TRUSS
IOOD FRAMING
TED T1-11
'OOD CEILING
TED 1 x3 WOOD
n,,-,TED T1-11
PLYWOOD ACCESS
HATCH PANEL
DATE:
JAN 2012
MCE PROJ. #
4584-0003
DRAWN
JC3/JDC
DESIGNED
JDC
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
STATUS: REVISION
ISSUE FOR BID
GENERAL NOTES:
1.0 GENERAL
1.1 ALL WORK IS TO BE PERFORMED IN A GOOD,
WORKMANLIKE AND PROFESSIONAL MANNER.
1.2 ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE
WITH THE REQUIREMENTS OF THE FLORIDA STATE BUILDING
CODE, LATEST EDITION, OR LOCAL BUILDING CODE
REQUIREMENTS IF MORE STRINGENT.
1.3 THESE DRAWINGS DO NOT SHOW PROVISIONS FOR SAFETY
DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO PROVIDE THE REQUIRED BRACING,
SHORING, AND SAFETY DEVICES THROUGHOUT THE
CONSTRUCTION OF THIS PROJECT.
2.0 COORDINATION
2.1 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION
WITH AND COORDINATED WITH GENERAL, ARCHITECTURAL,
CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS AND OTHER
CONTRACT DOCUMENTS.
2.2 COORDINATE THE EXACT SIZE AND LOCATION OF ALL
SLEEVES AND OPENINGS THROUGH SLABS AND WALLS w/
GENERAL, ARCHITECTURAL, CIVIL, ELECTRICAL AND
MECHANICAL DRAWINGS AND OTHER CONTRACT DOCUMENTS.
2.3 ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND
THOSE SHOWN ON THESE DRAWINGS ARE TO BE BROUGHT TO
THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE
CONSTRUCTION WORK PROCEEDS, INCLUDING ORDERING AND
FABRICATING MATERIALS.
2.4 INDEPENDENT TESTING OF MATERIALS SHALL BE
PROVIDED AS DEFINED IN PROJECT SPECIFICATIONS. IN
GENERAL THIS PROJECT INVOLVES THE FOLLOWING:
A. CONCRETE.
2.5 IF COORDINATION OF INFORMATION PRESENTED ON
DRAWINGS CONFLICTS w/ THE PROJECT SPECIFICATIONS, THE
DRAWINGS WILL TAKE PRECEDENCE.
2.6 IN GENERAL CALL -OUTS ARE FOR NEW CONSTRUCTION
U.N.O.. EXISTING CONSTRUCTION CALL -OUTS, ELEVATIONS
AND DIMENSIONS OF EXISTING STRUCTURES ARE BASED ON
EXISTING RECORD DRAWINGS PROVIDED TO McKim & Creed.
THE (*) SYMBOL ON INDIVIDUAL FACILITY "STRUCTURAL"
DRAWINGS INDICATES EXISTING CONSTRUCTION CALL -OUTS,
CONDITIONS, ELEVATIONS AND DIMENSIONS TO BE FIELD
VERIFIED BY THE GENERAL CONTRACTOR U.N.O. PRIOR TO
CONSTRUCTION, INCLUDING ORDERING & FABRICATING
MATERIALS. RECORD DRAWINGS PROVIDED BY THE CITY OF
ZEPHYR HILLS UTILIZED INCLUDES:
A. NONE UTILIZED.
3.0 FOUNDATIONS
3.1 DESIGN ALLOWABLE SOIL BEARING PRESSURE - 2,500
PSF IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL
REPORT AS PREPARED BY MC SQUARED, INC. (PROJECT No.
T051005.078 DATED JANUARY, 2011). THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING THIS VALUE PRIOR TO
FOUNDATION CONSTRUCTION. IN AREAS WHERE THE SOIL
DOES NOT YIELD THIS BEARING STRESS VALUE, ADJUSTMENT
IN THE SLAB DEPTHS AND FOUNDATION DIMENSION MAY BE
MADE BY THE ENGINEER BEFORE WORK PROCEEDS.
CONTRACTOR IS RESPONSIBLE FOR PERFORMING ANY SUCH
ADJUSTMENTS.
3.2 PREPARE THE EXISTING SUBGRADE IN ACCORDANCE w/
THE PROJECT GEOTECHNICAL REPORT AS PREPARED BY MC
SQUARED, INC. (PROJECT No. T051005.078, DATED JANUARY,
2011). IN THE EVENT UNUSUAL SOIL CONDITIONS ARE
UNCOVERED, INCLUDING CONDITIONS THAT DEVIATE FROM
THOSE DESCRIBED IN THE PROJECT GEOTECHNICAL REPORT,
NOTIFY THE OWNER AND ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION FOR INSTRUCTIONS HOW TO PROCEED.
ADJUSTMENT IN THE SLAB DEPTHS AND GENERAL
FOUNDATION CONSTRUCTION MAY BE MADE BY THE ENGINEER
BEFORE WORK PROCEEDS. CONTRACTOR IS RESPONSIBLE
FOR PERFORMING ANY SUCH ADJUSTMENTS.
3.3 ALL FILL BELOW FOUNDATIONS SHALL BE SELECT
MATERIAL FREE FROM ROOTS, TRASH WOOD SCRAPS, AND
OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT
EXCEEDING THE RECOMMENDATIONS OF THE PROJECT
GEOTECHNICAL REPORT AS PREPARED BY MC SQUARED, INC.
(PROJECT No. T051005.078, DATED JANUARY, 2011).
3.4 SLAB ELEVATIONS SHALL NOT BE RAISED OR LOWERED
WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.
3.5 ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED
BEFORE PLACEMENT OF CONCRETE. NO CONCRETE OR
CONCRETE FILL SHALL BE PLACED IN STANDING WATER.
WATER ACCUMULATION EXCEEDING 1 INCH SHALL BE PUMPED
OUT.
3.6 SLAB AND FOOTING EXCAVATIONS AND FORMS SHALL BE
REVIEWED BY AN OWNER'S CONSTRUCTION REPRESENTATIVE
PRIOR TO PLACEMENT OF CONCRETE.
3.7 ALL SLABS AND FOOTINGS SHALL BE CENTERED UNDER
THE SUPPORTING MEMBER UNLESS NOTED OTHERWISE.
3.8 CONSTRUCTION JOINTS IN SLABS, WALLS AND FOOTINGS
SHALL BE MADE AT LOCATIONS SHOWN ON DRAWINGS.
3.9 ANCHOR BOLTS SHALL BE SET BY MEANS OF TEMPLATE.
"FLOATING" ANCHOR BOLTS INTO PLACE IS PROHIBITED.
3.10 CONTRACTOR IS TO VERIFY THE ELEVATION AND
LOCATION OF ALL EXISTING AND PROPOSED UTILITIES PRIOR
TO CONSTRUCTION. ANY "KNOWN" UTILITY LINES DAMAGED
WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. IF
ANY "UNKNOWN" UTILITY LINES ARE ENCOUNTERED WHEN
EXCAVATING THE CONTRACTOR IS TO CEASE ALL EXCAVATION
ACTIVITY UNTIL THE ENGINEER AND OWNER ARE NOTIFIED
AND INSTRUCTIONS ARE PROVIDED ABOUT HOW TO PROCEED.
3.11 THE CONTRACTOR SHALL OBTAIN THE OWNER'S
PERMISSION BEFORE ENCASING OR BACK FILLING AROUND
ANY EXISTING UNDERGROUND STRUCTURE, PIPING,
ELECTRICAL, OR OTHER UNDERGROUND WORK.
4.0 REINFORCING STEEL
4.1 BARS SHALL BE ROLLED FROM NEW BILLET -STEEL OF
DOMESTIC MANUFACTURE CONFORMING TO "STANDARD
SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL
BARS FOR CONCRETE REINFORCEMENT," ASTM A 615, GRADE
60 AND SUPPLEMENTARY REQUIREMENT S-1.
4.2 DETAIL AND FABRICATE REINFORCING STEEL IN
ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE "ACI
DETAILING MANUAL," LATEST PUBLICATION.
4.3 REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY
THE OWNER'S CONSTRUCTION REPRESENTATIVE PRIOR TO
PLACEMENT OF CONCRETE. IN GENERAL "CLR" DISTANCES
FOR CONCRETE COVER ARE PROVIDED ON THE DRAWINGS IN
THE SECTIONS & DETAILS. FOR SECTIONS & DETAILS w/OUT
CONCRETE COVER FOR REINFORCING BARS REFERENCE THE
PROJECTS SPECIFICATIONS,
4.4 WELDED WIRE FABRIC SHALL CONFORM TO "STANDARD
SPECIFICATION FOR WELDED STEFL WIRE FABRIC FOR
CONCRETE REINFORCEMENT," ASTM A-185.
4.5 WHERE WELDED WIRE FABRIC IS REQUIRED IN
SLABS -ON -GRADE PLACE AT CENTER OF SLABS -ON -GRADE
UNLESS NOTED OTHERWISE.
4.6 PROVIDE BARS AT CORNERS AND INTERSECTIONS OF
SLAB THK'D T/D EDGES, AT CORNERS AND INTERSECTIONS
OF FOOTINGS. CORNER BARS SHALL BE OF THE SAME
NUMBER AND SIZE AS LONGITUDINAL BARS, U.N.O. ON THE
DRAWINGS.
4.7 FABRICATE CONTINUOUS BARS IN SLABS, WALLS AND
FOOTINGS TO THE LONGEST PRACTICABLE LENGTHS.
4.8 REINFORCING STEEL SHALL NOT BE BENT AFTER BEING
PARTIALLY EMBEDDED IN HARDENED CONCRETE.
4.9 BARS SHALL BE COLD BENT AND SHALL NOT BE HEATED
FOR ANY REASON.
4.10 REINFORCING BARS SHALL NOT BE WELDED UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
4.11 REFERENCE DRAWINGS FOR REQUIREMENTS FOR LAP
REINFORCING STEEL IN CONCRETE. IT IS ACCEPTABLE TO LAP
REINFORCING A MINIMUM 50 BAR DIAMETERS, UNLESS NOTED
OTHERWISE.
4.12 LAP SPLICED BARS IN CONCRETE ARE TO BE WIRE TIED.
5.0 CONCRETE
5.1 IN GENERAL CONCRETE SHALL DEVELOP 3,000 TO 4,000
psi MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.
REFERENCE "DESIGN CRITERIA" THIS DWG. & PROJECT
SPECIFICATIONS, FOR APPLICATION & SPECIFIC CONCRETE MIX
DESIGN REQUIREMENTS.
5.2 CONCRETE WORK SHALL CONFORM TO "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 & TO
CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING
CONCRETE STRUCTURES", ACI 350 (LATEST EDITIONS).
5.3 PLACE 1/2 INCH EXPANSION JOINT MATERIAL BETWEEN
EDGES OF SLABS AND VERTICAL SURFACES UNLESS NOTED
OTHERWISE.
5.4 PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS,
FOOTINGS AND WALLS AT LOCATIONS SHOWN ON THE
DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT
(30) FEET MAXIMUM U.N.O.. GENERAL CONTRACTOR IS TO
PROVIDE CONSTRUCTION JOINT LAYOUT PLAN PER THE
PROJECT SPECIFICATIONS PRIOR TO CONSTRUCTION,
INCLUDING ORDERING & FABRICIATING MATERIALS.
5.5 CHAMFER EXPOSED EDGES OF CONCRETE 3/4 INCH,
UNLESS NOTED OTHERWISE.
5.6 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
CURING OF ALL CONCRETE. CURING METHODS SHALL
CONFORM TO "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", ACI 318, "CODE REQUIREMENTS FOR
ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" ACI
350 AND "STANDARD PRACTICE FOR CURING CONCRETE," ACI
308, LATEST EDITIONS.
5.7 UNLESS NOTED OTHERWISE DOWELS SHALL BE THE SAME
NUMBER AND SIZE AS THE LARGEST VERTICAL/HORIZONTAL
BAR TO WHICH THEY ARE SPLICED.
5.8 REFERENCE PROJECT SPECIFICATIONS FOR REQUIRED
FINISHES.
5.9 CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR
APPROVAL TO OWNER PRIOR TO FABRICATION. DO NOT
FABRICATE REINFORCING PRIOR TO RECEIPT OF APPROVED
SHOP DRAWINGS.
5.10 CONCRETE MIXES TO BE REVIEWED BY THE OWNER'S
CONSTRUCTION REPRESENTATIVE PRIOR TO PLACEMENT OF
CONCRETE. COMPRESSIVE STRENGTH TEST CYLINDERS TO BE
REVIEWED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE
THROUGHOUT CONCRETE CONSTRUCTION OF THE PROJECT.
5.11 CONCRETE ACCESSORIES AS FOLLOWS:
a.) PREFORMED WATERSTOPS SHALL BE PVC IN
ACCORDANCE w/ THE PROJECT SPECIFICATIONS.
b.) EXPANSIVE WATERSTOPS MAY BE ADEKA ULTRA
SEAL TYPE MC-2010M OR AN APPROVED EQUAL.
THE WATERSTOP CAN BE ADHERED TO THE
CONCRETE w/ 3M-2141 BONDING ADHESIVE OR
NAILED IN PLACE USING 1.5 INCH CONCRETE NAILS
SPACED (3) TO (6) INCHES APART.
c.) CAULK/SEALANT - SONOLASTIC (2) PART
POLYSULFIDE.
d.) BONDING AGENT - SHALL BE STRUCTURAL EPDXY
ADHESIVE CONFORMING TO ASTM C-881 TYPE I
AND II, GRADE 2, CLASS B AND C WITH A MINIMUM
BOND STRENGTH OF 1900 PSI.
1.) SIKA ARMATEC 110 EpoCem OR AN APPROVED
EQUAL.
( / SEAL
a eE 0l 1
6.1 PROVIDE NON -SHRINK GROUT UNDER ALL COLUMN BASE
PLATES AND BEAM BEARING PLATES AND ELSEWHERE AS
INDICATED ON DRAWINGS. NON -SHRINK GROUT SHALL
CONFORM TO ASTM C 1107.
6.2 GROUT SHALL BE NON-METALLIC AND NON -STAINING
AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi.
7.0 MASONRY
7.1 CONCRETE MASONRY UNITS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM C 90. UNITS ARE TO BE NORMAL
WEIGHT UNLESS NOTED OTHERWISE.
7.2 REQUIRED COMPRESSIVE STRENGTH OF MASONRY
ASSEMBLAGE, f'm, IS 1900 psi (MINIMUM), UNLESS NOTED
OTHERWISE ON THE DRAWINGS.
7.3 MORTAR SHALL CONFORM TO THE REQUIREMENTS OF
ASTM C 270 AND SHALL BE TYPE S WITH PORTLAND
CEMENT (ASTM C 150), MASONRY SAND (ASTM C 144) AND
HYDRATED LIME (ASTM C 207). CALCIUM CHLORIDE IS
PROHIBITED.
7.4 GROUT FILL FOR HOLLOW MASONRY UNITS SHALL HAVE A
28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND SHALL
BE NORMAL WEIGHT PEA -GRAVEL CONCRETE.
7.5 JOINT REINFORCING: "TRUSS" TYPE OR "LADDER" TYPE
REFERENCE PROJECT SPECIFICATIONS AND DRAWINGS.
7.6 JOINT ANCHORS: REFERENCE PROJECT SPECIFICATIONS.
7.7 WALL TO COLUMN TIES: REFERENCE PROJECT
SPECIFICATIONS.
7.8 MASONRY CONSTRUCTION INCLUDING GROUT FILL,
MORTAR AND HORIZONTAL & VERTICAL REINFORCING TO BE
REVIEWED BY THE THE OWNER'S CONSTRUCTION
REPRESENTATIVE THROUGHOUT MASONRY & CONCRETE
CONSTRUCTION OF THE PROJECT.
&0 STRUCTURAL STEEL
8.1 STEEL SHALL CONFORM TO "STANDARD SPECIFICATION
FOR STRUCTURAL STEEL," ASTM A-36 (Fy=36 ksi) FOR
ANGLES, PLATES AND CHANNEL SECTIONS. WIDE FLANGE
SECTIONS SHALL CONFORM TO ASTM A-572 (Fy=50ksi).
HOLLOW STEEL SECTIONS (HSS) SHALL CONFORM TO ASTM
A500, GRADE B (Fy=46 ksi). STEEL PIPE SHALL CONFORM
TO ASTM A-53, GRADE B, (Fy=35 ksi).
8..2 STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR
THE DESi'GN, FABRICATION AND ERECTION OF STRUCTURAL
STEEL BUILDINGS", OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION, INC., (LATEST EDITION), INCLUDING ALL
SUPPLEMENTS AND THE "CODE OF STANDARD PRACTICE FOR
STEEL BUILDINGS AND BRIDGES", (LATEST EDITION).
8.3 CONNECTION BOLTS SHALL BE 3/4 INCH DIAMETER
CONFORMING TO "STANDARD SPECIFICATION FOR
HIGH -STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS",
ASTM A-325, UNLESS NOTED OTHERWISE CONNECTIONS ARE
BEARING TYPE WITH THREADS EXCLUDED FROM SHEAR
PLAN ES- (A-325x).
8.4 WELDING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE AMERICAN WELDING SOCIETY AWS D1.1
"STRUCTURAL WELDING CODE". WELDING SHALL BE
PERFORMED BY CERTIFIED PERSONNEL WHO HAVE BEEN
PREVIOUSLY QUALIFIED BY TEST PRESCRIBED IN THE AWS
"STRUCTURAL WELDING CODE". ELECTRODES SHALL CONFORM
TO AWS 5.5, E70XX.
8.5 STEEL LINTELS FOR MASONRY CONSTRUCTION SHALL
BEAR (8) INCHES MINIMUM ON THE MASONRY U.N.O..
8.6 THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE
TEMPORARY BRACING, SHORING, AND GUYING OF STEEL
FRAMING AGAINST WIND, CONSTRUCTION LOADS, AND OTHER
TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER
REQUIRED FOR THE SAFE SUPPORT OF THE FRAMING.
8.7 ALL COPES, BLOCKS, CUTS, CUT-OFFS AND OTHER
CUTTING OF STRUCTURAL STEEL MEMBERS SHALL HAVE ALL
RE-ENTRANT CORNERS SHAPED, AND NOTCH FREE TO A
RADIUS OF 1 /2 INCH MINIMUM. THE FILLET AND ITS
CONTIGUOUS CUTS SHALL MEET WITHOUT OFFSET OR CUTTING
PAST THE POINT OF TANGENCY.
8.8. ANCHOR BOLTS SHALL BE ASTM F-1554 OR A-36
HEADED OR NON -HEADED AS INDICATED ON THE DRAWINGS.
NON -HEADED SHALL HAVE HOOKS AS REQUIRED BY THE
DRAWINGS. PROVIDE TWO (2) NUTS AND WASHERS WITH
EACH ANCHOR BOLT AT COLUMNS UNLESS NOTED
OTHERWISE.
8.9 OVERSIZED AND SLOTTED HOLES SHALL NOT BE USED
FOR BOLTED CONNECTIONS EXCEPT AT LOCATIONS NOTED ON
THE DRAWINGS.
8.10 SPLICING OF STRUCTURAL STEEL MEMBERS IS
PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL
ENGINEER, AS TO LOCATION & TYPE OF SPLICE. ANY
MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON
THE APPROVED SHOP DRAWINGS SHALL BE REPLACED.
8.11 PRE -GROUTING BASE PLATES IS PROHIBITED.
8.12 ALL HOLES IN STRUCTURAL STEEL ARE TO BE PUNCHED
OR DRILLED. FLAME CUTTING OF STEEL IS STRICTLY
PROHIBITED.
8.13 ALL DESIGN, DETAILING, FABRICATION, COATING AND
ERECTION SHALL BE IN ACCORDANCE w/ THE LATEST
EDITION OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION.
8.14 STRUCTURAL STEEL ERECTION SHALL BE REVIEWED BY
THE OWNER'S CONSTRUCTION REPRESENTATIVE.
8.15 IN GENERAL SHOP CONNECTIONS SHALL BE EITHER
WELDED AND BOLTED AND FIELD CONNECTIONS SHALL BE
BOLTED UNLESS NOTED OTHERWISE.
SEAL 1
8.16 FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR OWNER/ENGINEER APPROVAL PRIOR TO
FABRICATION. ALL SHOP DRAWINGS MAY BE EXPEDITED IF
THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOTES,
AND INSTRUCTIONS, SHOWN ON THE DRAWINGS.
8.17 ALL GALVANIZED MATERIALS THAT ARE FIELD CUT,
FIELD WELDED OR DAMAGED IN SURFACE FINISH SHALL BE
CLEANED AND RE -COATED AS CALLED OUT IN THE PROJECT
SPECIFICATIONS.
9.0 ALUMINUM
9.1 ALUMINUM FABRICATION SHALL BE IN CONFORMANCE
WITH THE ALUMINUM ASSOCIATION, INC. "SPECIFICATIONS
FOR ALUMINUM STRUCTURES".
9.2 UNLESS NOTED OTHERWISE, MATERIALS SHALL BE:
a. PLATE & SHEET - ASTM B209; 6061-T6, 6061-T651
ALLOY.
b. EXTRUDED SHAPES - ASTM B221; 6061-T6, 6061-T651
ALLOY. PIPE SECTIONS ARE SCHEDULE 40 U.N.O..
c. CASTINGS - ASTM B108; 214 ALLOY.
d. BOLTS - ASTM A193; GRADE B8 OR, ASTM 276; TYPE
316 STAINLESS STEEL.
e. NUTS - ASTM A194; GRADE M, OR ASTM 276; TYPE 316
STAINLESS STEEL.
9.3 ALUMINUM SHALL BE SEPARATED FROM DIRECT CONTACT
WITH OTHER MATERIALS (STEEL, CONCRETE, ETC.) BY
PRESSURE SENSITIVE TAPE, BITUMASTIC COATING, OR OTHER
PROTECTIVE METHOD SUBMITTED BY THE CONTRACTOR AND
APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE.
9.4 CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4"
DIAMETER STAINLESS STEEL BOLTS.
9.5 WELDING ALUMINUM SHALL CONFORM TO AWS A5.10 &
THE REQUIREMENTS OF THE ALUMINUM ASSOCIATIONS
"ALUMINUM DESIGN MANUAL" (LATEST EDITION)
TABLE 7.1-1 FOR WELD FILLERS FOR WROUGHT ALLOYS.
9.6 PRE -GROUTING BASE PLATES IS NOT PERMITTED.
9.7 ALL HOLES IN ALUMINUM ARE TO BE PUNCHED OR
DRILLED. FLAME CUTTING OF STEEL IS STRICTLY PROHIBITED.
9.8 FABRICATOR/CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR OWNER/ENGINEER APPROVAL PRIOR TO
FABRICATION. ALL SHOP DRAWINGS MAY BE EXPEDITED IF
THE FABRICATOR ADHERES CLOSELY TO THE DETAILS, NOTES,
AND INSTRUCTIONS, SHOWN ON THE DRAWINGS.
9.9 REFERENCE PROJECT SPECIFICATIONS AND DRAWINGS FOR
HANDRAIL/GUARDRAIL REQUIREMENTS..
10.0 PRE-ENGINEERED TIMBER TRUSSES
10.1 TRUSS FABRICATOR SHALL FURNISH TRUSS LAYOUT,
SHOP DRAWINGS, ENGINEERING DESIGN COMPUTATIONS,
CONNECTION DETAILS, TOP & BOTTOM CHORD BRIDGING &
BRACING REQUIREMENTS FOR TRUSSES ON THE TRUSS
LAYOUT PLAN, ALL INCLUDING THE SEAL OF AN ENGINEER
REGISTERED IN THE STATE OF FLORIDA. NOTE THE
ENGINEER's SEAL, ACCOMPANIED BY THE ENGINEER's
SIGNATURE & DATE CERTIFIES THE TRUSS DESIGN WORK
ADHERES TO THESE SPECIFIED REQUIREMENTS IN ADDITION
TO THE LATEST REVISION OF THE FLORIDA BUILDING CODE
(FBC).
10.2 SHOP DRAWINGS ARE TO BE SUPPLIED TO OWNERS
REPRESENTATIVE AND SHALL BE SUBMITTED TO THE ENGINEER
FOR REVIEW PRIOR TO FABRICATION (INCLUDING ORDERING
OF MATERIALS) & ERECTION. THE SHOP DRAWINGS SHALL
INCLUDE TRUSS DESIGN IN ADDITION TO:
a.) CHORD & WEB MEMBER LAYOUTS AND SIZES.
b.) TRUSS HORZ. & VERT. TOP & BOTTOM CHORD
BRIDGING AND BRACING MEMBER LAYOUTS AND
SIZES.
c.) CALL OUT OF ALL INDIVIDUAL TRUSS CONNECTORS.
CONNECTORS TO MANUFACTURED BY SIMPSON
STRONG -TIE OR AN APPROVED EQUAL.
d.) CALL OUT ALL OF THE TRUSS METAL PLATE
CHORD/WEB CONNECTORS USED TO FABRICATE THE
TRUSSES.
e.) CALL OUT REQUIRED HORIZONTAL AND VERTICAL
LOADING COMPONENTS & REACTIONS DUE TO
APPLICABLE GRAVITY DEAD, COLLATERAL AND LIVE
LOADS, WIND, SNOW AND SEISMIC LOADING.
10.3 REFERENCE DRAWINGS FOR REQUIREMENTS TO ANCHOR
THE TRUSSES TO THE STRUCTURE.
10.4 PRE -MANUFACTURED ROOF TRUSSES ARE TO BE
CONSTRUCTED OF 2x TIMBER FRAMING & SHALL ADHERE TO
THE FOLLOWING:
a. ROOF TRUSS DESIGN LOADS ARE THE FOLLOWING:
TOP CHORD DEAD LOAD = 15 psf
TOP CHORD LIVE LOAD = 20 psf
BOTTOM CHORD DEAD LOAD = 15 psf
BOTTOM CHORD LIVE LOAD = 20 psf
WIND LOADS: FLORIDA BUILDING CODE CHAPTER 16 &
ASCE 7.
LOAD DURATION FACTOR 1.15
10.5 ALL WOOD MEMBERS SHALL BEAR THE IDENTIFICATION
GRADE AS CALLED FOR IN THE FABRICATOR's SEALED
ENGINEERED DESIGN CALCULATIONS & SHOP DRAWINGS.
10.6 PROVIDE THE REQ'D CAMBER IN EACH ROOF TRUSS SO
THAT THE DEAD LOAD & LIVE LOAD DEFLECTION SHALL BE
THE SAME IN ALL PLANES.
10.7 THE ERECTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE BRACING TO RESIST ALL FBC LOAD CASES
POSSIBLY ENCOUNTERED DURING ERECTION.
10.8 THE ERECTOR SHALL INSTALL ALL TOP & BOTTOM
CHORD BRIDGING AND TRUSS BRACING AS CALLED OUT IN
THE FABRICATOR's SEALED ENGINEERED DESIGN CALCULATIONS
& SHOP DRAWINGS. COORDINATE w/ THE GC RESPONSIBILITY
OF INSTALLING THE TOP & BOTTOM CHORD
BRACING/BLOCKING.
e`11-,MqqM&CREED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
DESIGN LOADS:
LIVE LOAD:
ROOF:
10.9. TRUSS CONNECTORS AND TRUSS ANCHOR TIES SHALL SNOW:
BE GALVANIZED & MANUFACTURED BY "SIMPSON STRONG SEISMIC:
TIE". TRUSS CONNECTORS AND ANCHORS AS CALLED OUT ON WIND: ZONE:
BOTH THE
SHOP AND STRUCTURAL DRAWINGS MAY
BE
REVISED BY THE ENGINEER OF RECORD
(E.O.R.) THIS
DRAWING DURING THE SHOP DRAWING REVIEW PHASE.
CONNECTORS AND ANCHOR TIES SHOWN
ARE BASED UPON
ESTIMATED
UPLIFT REACTIONS THAT WILL
BE VERIFIED BY THE
E.O.R. IT IS RECOMMENDED THE GC DO
NOT ORDER
TRUSS
CONNECTORS UNTIL THE "FINAL" ROOF
FRAMING SHOP
DRAWINGS
HAVE BEEN APPROVED. REVISED TRUSS
CONNECTORS WILL BE AT NO ADDITIONAL COST TO
THE
OWNER OR
THE ENGINEER OF RECORD
(THIS DRAWING).
10.10. MAXIMUM TRUSS SPACING AS INDICATED ON
THE
APPROVED
SHOP DRAWINGS.
11.0 ABBREVIATIONS
11.1 THE FOLLOWING
LIST OF ABBREVIATIONS IS NOT
INTENDED TO REPRESENT ALL THOSE USED ON THE
DRAWINGS,
BUT TO SUPPLEMENT THE MORE
COMMON
ABBREVIATIONS USED.
ADD'L =
ADDITIONAL
JT. =
JOINT
AL =
ALUMINUM
L.P. =
LOW POINT
ARCH. =
ARCHITECTURAL
MAS. =
MASONRY
BD. =
BOARD
MAT'L. =
MATERIAL
BLDG. =
BUILDING
MFG. =
MANUFACTURER
BILK. =
BLOCK
MIN. =
MINIMUM
BM. =
BEAM
M.O. =
MAS. OPNG.
B.O. =
BOTTOM OF
MTL. =
METAL
BRG. =
BEARING
NOM. =
NOMINAL
BTM. =
BOTTOM
N.S. =
NEAR SIDE
C.I.P.
CAST -IN -PLACE
N.T.S. =
NOT TO SCALE
CLR. =
CLEAR
O.C. =
ON CENTER
CMU =
CONC. MASONRY UNIT
O/F =
OUTSIDE FACE
CONC. =
CONCRETE
O/H =
OVERHANG
CONN. =
CONNECTION
0/0 =
OUT TO OUT
CON ST.=
CONSTRUCTION
OPNG. =
OPENING
CONT. =
CONTINUOUS
OPNG's=
OPENINGS
COORD.=
COORDINATE
ORIENT=
ORIENTATION
CTR. =
CENTER
PLCS. =
PLACES
CTR'D. =
CENTERED
P.T. =
PRESSURE TREATED
DIR. =
DIRECTION
REF. =
REFERENCE
DWG. =
DRAWING
REINF. =
REINFORCING
DWGS. =
DRAWINGS
REQ'D. =
REQUIRED
DWG's =
DRAWINGS
SIM. =
SIMILAR
DWL. =
DOWEL
SL. =
SLOPED
DWL's =
DOWELS
SPA. =
SPACED
EA. =
EACH
SPECS. =
SPECIFICATIONS
EL =
ELEVATION
STD. =
STANDARD
E.O. =
EDGE OF
STL. =
STEEL
EQ. =
EQUAL
T&B =
TOP & BOTTOM
EQUIP. =
EQUIPMENT
T/D =
TURN DOWN
EXIST. =
EXISTING
THK. =
THICK
EXP. =
EXPANSION
THK'D =
THICKENED
EXTR. =
EXTERIOR
T.O. =
TOP OF
FDN. =
FOUNDATION
TYP. =
TYPICAL
FRMG. =
FRAMING
U.N.O. =
UNLESS NOTED OTHERWISE
F.S. =
FAR SIDE
VERT. =
VERTICAL
FT. =
FEET
W.P. =
WORK POINT
FTG. =
FOOTING
W.W.F. =
WELDED WIRE FABRIC
H.P. =
HIGH POINT
I/F =
INSIDE FACE
INFO. =
INFORMATION
INTR. =
INTERIOR
CITY OF ZEPHYRHILLS
300 PSF
20 PSF
NA, IMPORTANCE FACTOR (Is): NA
NA, IMPORTANCE FACTOR (le): NA
120 mi/hr, EXPOSURE C, CATEGORY III, IMPORTANCE FACTOR (Iw): 1.15
FLORIDA BUILDING CODE (FBC) 2007 & ASCE 7-05 WIND DESIGN:
CALCULATED
WIND BASE
SHEARS:
Vx = 8
k Vy = 8 k
COMPONENTS
& CLADDING
WIND
PRESSURES:
ROOF:
ZONE
1 =
18.03
PSF
&
-28.68
PSF
ZONE
2
= 18.03
PSF
&
-49.97
PSF
ZONE
3
= 18.03
PSF
&
-73.81
PSF
WALLS:
ZONE
4
= 31.34
PSF
&
-34.00
PSF
ZONE
5
= 31.34
PSF
&
-41.99
PSF
DESIGN CRITERIA:
CONCRETE 28 DAY COMPRESSIVE STRENGTH:
SLAB -ON -GRADE:
EQUIPMENT PADS:
WALLS OF LIQUID CONTAINMENT STUCTURES (LCS):
SLABS OF LCS:
FOOTINGS:
BELOW GRADE & RETAINING WALLS:
SIDEWALK:
REINFORCING STEEL:
WELDED WIRE FABRIC:
STRUCTURAL STEEL:
ALUMINUM:
BOLTS SHALL BE 3/4"0 ASTM A325 OR
TYPE 316 S.S.:
ANCHOR BOLTS SHALL BE 3/4"0 ASTM F-1554 OR
ASTM A-36 (STEEL); TYPE 316 S.S. (ALUMINUM):
STEEL ELECTRODES SHALL CONFORM TO:
ALUMINUM WELD FILLERS ALLOYS SHALL
CONFORM TO:
SOIL BEARING CAPACITY:
LEGEND:
ENLARGED PLAN AREA,
DETAIL
*6]2,L41111111,if,1 1us , ICiW.-wom,I
BRICK VENEER
CONC. WALL, PAD, ETC.
GROUT
GRATING
DETAIL OR SECTION
NUMBER/SHOWN ON SHEET
PROJECT NORTH
ELEVATION DATUM
NORTH
_
STEP IN FOOTING ELEVATION =
1*
ELEVATION NUMBER/SHOWN
ON SHEET
f'c =
4,000 psi
f'c =
3,000 psi
f'c =
NA psi
f'c =
NA psi
f'c =
4,000 psi
f'c =
NA psi
f'c =
3,000 psi
ASTM
A615, GRADE 60
ASTM
A185
REF.
STRUCTURAL
NOTE 8.1
REF.
STRUCTURAL
NOTE 9.2
REF.
STRUCTURAL
NOTES
8.3 & 9.2.d
REF.
STRUCTURAL
NOTE 8.8
AWS 5.5 E70XX
AWS A5.10 (REF. STRUCTURAL NOTE 9.5)
REF. STRUCTURAL NOTE 3.1
ELEVATIONS X'-X" (Y.YY') = X'-X" = DISTANCE TO/FROM FACILITY REFERENCE EL 0'-0"
Y.YY' = EQUIVALENT SITE EL VERTICAL DATUM
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
STRUCTURAL GENERAL NOTES, DESIGN
LOADS, DESIGN CRITERIA AND LEGEND
DATE:
JANUARY 2012
MCE PROJ. #
4584-0003
DRAWN
WFB
DESIGNED
WFB
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
S1
STATUS: REVISION
ISSUE FOR BID
d
REVISIONS A
MLLIAM F. BAND, P.E.
No. 6"783$
www.mckimcreed.com
,)a'_sg" fn /n rnmr, )
-r -»
c
2
c
c
c
a
c I
C,
C
u
(0/0 CMU)
4'-0" (REF. ARCH.
DWG's)
4'-0"
6'-8"
Of
Q
8" SLAB -ON -GRADE REINF. w/
E.O. C.I.P. REINF.
(TYP,)
CONC. FTG.
2'-0" 4'-8"
li
#4 BARS SPA. ® 8" O.C. EA. WAY
WELL
v
(COD MID -DEPTH OF SLAB)
7.S2
» 4'-5
T.O. CONC.
FTG.
2.S2 [REF. NOTES 1, 3, 5 & 7]
9S2
EL -0'-8"
(146.83')
I
--
--
----
cV
REF. NOTE 8
LO
N
_ _ - - - - - ----------------,
PIPE SLEEVE
I
T.O. CONC. PAD (L.P.)
EL-O'-0j" (147.46')
��
I cNn WELL
_
oo
-,
c>
,� °
I
.. ..
�j
I
I 8.S2
I
r
T.O. CONC. SLAB
I
I
O
o
EL 0'-0" (147.50')
[TYP. U.N.O.]
T.O. CONC. PAD H.P.
EL 0'-0" (147.50') I
f •7
^
z
I
S\ LI-
I
PIPE SLEEVE
LN
-S-2
.
.Z
00
---------------F----------------J
(TYP.)
T.O. CONC. PAD (L.P.)
O\
o
-- - - - - - - -
---------------
-
EL-O'-0j" (147.46')
3.S2
00
N
T.O. CONC. PAD L.P.
N
co .. _�
I
I
EL -0'-1" (147.42')
o
I
8" CMU WALL (TYP. U.N.O.)
00
I
ICD
o
REF. NOTE 6
I
I
I
I
E.O. C.I.P. REINF. CONC.
T.O. CONC. PAD
SLAB -ON -GRADE THK'D T/D
EL 0'-4" (147.83')
I
4.S2
T.O. CONC. PAD H.P. ((TYP,)
lv"lg
& O/F CMU WALL ABOVE
L
EL 0'-0" (147.50') (
-- -------- -
- --(TYP.)
--------- - - - --�
1
2.S2
_
E.O. C.I.P. REINF. CONC.
00
`-'
L--�-
------
"ENTRY PAD"
SLAB -ON -GRADE THK'D T/D
(TYP. EA. ENTRY DOOR)
5.S2 (TYP.)
T.O. CONC.
PAD (L.P.)
6" SLAB -ON -GRADE REINF.
EL-0'-0j" (147.45')
MID -DEPTH DEPTH OF SLAB (TYP.)
8'-6"
9'-8"
8'-6"
NOTES 1, 2 & 3]
.In[REF.
26'-8" (0/0 CONC.)
6'-O"
1 - PLAN - PUMP STATION FOUNDATION
SCALE: 1 /4" = 1'-0"
FOUNDATION PLAN NOTES. NORTH
1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S
SLAB -ON -GRADE T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. CONT." CHAMFER ®PERIMETER OF
REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION.
2. GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (f) REFERENCE CIVIL DRAWINGS (3) OPEN SIDES OF PAD
FOR ADDITIONAL INFORMATION. (TYP. EA. PAD)
3. PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT
GEOTECHNICAL REPORT. INTR. SLAB -ON -GRADE
4. PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL, (REF. PLAN)
ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO
REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT L T.O. CONC. PAD
EITHER SHOWN OR NOT SHOWN. Y EL 0'-4" (147.83')
5. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF [REF. PLAN]
ANCHORING EQUIPMENT TO THE P.S. FOUNDATION SLAB.
6 C I P REINFORCED CONCRETE SUPPORT SLAB/FOOTING FOR ANTENNA TOWER BOTH THE LT.O. CONC. SLAB
#4 BARS SPA. ® 10" O.C. EA. WAY
COD MID -DEPTH OF THE PAD
#3 DOWELS w/ STD. 90' HOOK
SPA. ® 1'-8" O.C. EA. WAY,
ANCHOR TO SLAB w/ HILTI
HY150 INJECTION ADHESIVE &
EMBED 2j" (MIN.) IN TO THE
SLAB -ON -GRADE
ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED BY OTHERS.
Y EL 0'-0" (147.50')
REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
[REF. PLAN] a
°
7. REFERENCE ARCH. DWG's & PROJECT SPECIFICATIONS FOR BELOW SLAB -ON -GRADE
VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER CALL NOT SHOWN ON "S"-DWG.
D D D
D D D
C''°
z
-OUTS
�� t"
n
a
SECTIONS & DETAILS FOR CLARITY.
8. C.I.P. REINFFORCED CONCRETE AT EXISTING WELL HEAD.
L`
LAYER OF #57 STONE
00
9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA.
COMPACTED TYP
( ) [ .]
6 - SECTION - TYP. E.O. FUTURE TANK HOUSEKEEPING PAD
S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = 1'-0"
GROUT & NEOPRENE GASKET CASING & WELL HEAD ASSEMBLY
ASSEMBLY (REF. MECH. DWG's) CE PW"_8"
CAULK & SEAL (CONT.)
r � VERT. CHAMFER
;» ^I 1 A.Irr!'1 _� I "SPLITFACE" CMU WALL (TYP. EA. CORNER)
� WALL � WALL
VERT. WALL REINF. & DWL.'s CTR'D IN WALL
VERT. WALL REINF. & DWL.'s CTR'D IN WALL CMU REINF. w/ #4 BARS 8" (SHOWN OFFSET FOR CLARITY)
8" "SPLITFACE" CMU REINF. w/ ;i; (SHOWN OFFSET FOR CLARITY) SPA. ®2'-0" O.C.
#4 BARS 0 SPA. 4'-0" O.C. '.:
(GROUT FILL CELLS w/ REINF.) #4 DOWEL w/ STD. 90' HOOK, (GROUT FILL CELLS w/ RELNF.) #4 DOWEL w/ STD. 90' HOOK,
SPA. ® 4'-0" O.C., SPLICE SPA. ®2'-0" O.C., SPLICE
2
2'-0" (MIN.)
'-0" (MIN.)
ALTERNATE HOOK DIR. _
SLAB REINF. w/ 90' HOOK ® 2s-Ovv^ EVERY OTHER DWL. 2'-0" ao z
THK'D T/D (TIE TO BTM. REINF.)';. z (SPLICE LENGTH) a
[TYP. EA. END] (SPLICE LENGTH) a #4 BARS SPA. ® 1'-4' O.C. [TYP.] a..
INTR. SLAB -ON -GRADE INTR. SLAB -ON -GRADE w
(REF. PLAN)
T.O. CONC. SLAB T.O. CONC. SLAB (REF. PLAN)
EL 0'-0" (147.50') ° . a
PLAN] [REF
[REF. PLAN] _ . ° a
�� ° a a
b °
O O
2
1
LAYER OF #57 STONE �R LAYER OF #57 STONE
(COMPACTED) G (COMPACTED) [TYP.]
#4 "Z"-BARS SPA. ® V-4" O.C. SIDE SLOPE (TYP. N.S. & F.S.)
3 CLR. ...
(TYP.) 1 f-O" (2) CONT. #5 BARS 2'_O" (CONT. #5 BARS
(EQ. SPA.) (EE Q. SPA.)
2 - SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D 3 - SECTION - INTR. WALL FTG.
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
WALL
P.S. EXTR. CMU WALL
EXTR. GRADE 4" THK. EXP. JT. MAT'L (BEYOND)
(FULL WIDTH OF ENTRY PAD) [TYP.]
SLAB -ON -GRADE ENTRY PAD
SLAB -ON -GRADE ENTRY PAD #4 "STRAIGHT" BAR DWL's 2'-0" LONG & (REF. PLAN) [TYP.]
(REF. PLAN) [TYP.] SPA. ®1 -0 O.C. (EMBED 1 -0 IN SLAB) 00 CONT. 0" CHAMFER
�,
^ (TYP. ®E.O. SLAB NOT ADJACENT
SL. `"I [GREASE ENTRY PAD E.O. BAR] J Ste' TO P.S. SLAB OR SCREEN WALL)
(NOT SHOWN FOR CLARITY) INTR. SLAB -ON -GRADE
a (NOT SHOWN FOR CLARITY)
[REF. PLAN] (REF. PLAN) T.O. CONC. SLAB [REF. PLAN]
T.O. CONC. SLAB H v EL VARIES
EL VARIES z-t�7X-x-x-z-x, ° (REF. PLAN) `O ° X o
(REF. PLAN
) I D7 °. a 4 /\(\ n M° M n r 21
� I
LAYER OF #57 STONE i�
(COMPACTED) LAYER OF #57 STONE WW.F. REINF. COD MID -DEPTH 3" CLR.
(COMPACTED) OF SLAB (TYP) �� (2) CONT. #4 BARS
REF. SECTION 5.S2 FOR LAYER OF #57 STONE 8 (WRAP W.W.F. AROUND NOSING
ADD'L SLAB -ON -GRADE P.S. SLAB -ON -GRADE THK'D T/D (COMPACTED) BAR &TIE TO BTM. BAR)
ENTRY PAD INFO (REF. SECTION 2.S2)
4 - SECTION - TYP. E.O. SLAB THK'D T/D / ENTRY PAD 5 - SECTION - TYP. E.O. ENTRY PAD THK'D T/D
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O"
#4 DOWELS
w/ STD. 90' HOOK
8" "SPLITFACE" CMU WALL
SPA.
® 2'-0" O.C.
REINF.
w/ #4 BARS SPA. CAD
2'-0" O.C.
(ALTERNATE HOOK DIR.
EVERY
OTHER BAR)
GROUT
FILL ALL REINF. CELLS
[SPLICE 2'-0" (MIN.)
w/
WALL REINF]
(FULL
WALL HT.)
T.O. STONE
(5) CONT. #4 BARS
EQ. SPACED
EL -0'-1" (147.42')
[N.S.]
(T&B)
EL -0'-6" (147.00')
[F.S.]
#4 BARS SPA. 0
8" O.C.
(T&B)
T.O. CONC. FTG.
EL -0'-8" (146.83')
[REF. PLAN]
•
a •
a.
----
a
a .
_
•
a
•
3" CLR.
j ..
(TYP.)
4'-0"
viv i. 4 �.nr�mr�R °\i (REF. PLAN) I #5 DOWELS EQ. SPA. ®6" O.C.
(TYP. ALL AROUND) _ [REF. 7.S2 FOR WALL REiNF.]
(7 EA. FACE)
[TYP. EA. WALL]
------- / �r tea\ WELL CASING (24"0 (MAX.))T.O. CONC. - - --- #5 DOWELS w/ STD. 90' HOOKS °' 4
EL 2'-0" (149.50') SPA. CAD 6" O.C. ; [REF. MECH. DWG's]
-� #5 TIES SPA. 06" O.C. CASING &WELL HEAD ASSEMBLY
REF. PLAN & 7.S2 FOR 3 CLR. a INSTALL IN FTG. AS SHOWN) I t
GRAVEL REQ s (TYP.) (TYP.) ( 'o
[REF. DETAIL 10.S21 /'
"PERIMETER" TIES
CMU WALL FTG. SPA. ®6" O.C.
(REF. 7.S2 FOR REINF. (T&B)] °
[TYP EA WALL FTG ] #5 CORNER TIES
4
SPA. ® 6" O.C.
(2) #5 BARS EA. SIDE OF 3" CLR. (135- BAR BEND EA. END)
WELL CASING (EQ. SPA.) v ^
[T&B] (TYP.)
E.O. WALL FTG. BEYOND -/+- WELL CASING ASSEMBLY M v 3'-6"
(TYP.) (REF. MECH. DWG's)
9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CONC. 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES
SCALE: 1/2" = 1'-0" 1 SCALE: 1/2" = 1'-0"
l� �EAL
WILLIAM F. BAND, P.E.
No. 67838
v
v McM&CMED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
7 - SECTION - THRU SCREEN WALL FTG.
SCALE: 3/4" = 1'-0"
CITY OF ZEPHYRHILLS
440 (TYP.)
2" CLR. (TYP.)
E.O. SLAB SPLICE LENGTH NOTES:
V-7"
( ) 1. PLACE EXTRA BARS OF THE SAME SIZE AS
[TYP.] THE INTERRUPTED BARS AT EACH SIDE OF
OPENINGS. QUANTITY OF EXTRA BARS AT
EACH SIDE SHALL EQUAL HALF THE
QUANTITY OF INTERRUPTED BARS, EXCEPT
REF. NOTES 1, 4 & 5 WHERE NOTED OTHERWISE. PROVIDE ONE
(TYP.) DIAGONAL BAR EACH SIDE OF OPENING,
oo SIZE TO BE EQUAL TO MAIN REINFORCING.
- OPNG. (TYP. EA. FACE).
2. 0 SYMBOL = BAR DIAMETERS.
REF. NOTE 3 3. WHERE BAR IS INTERRUPTED BY A CONC.
E.O. SLAB (TYP,) EDGE BEND BAR PARALLEL TO THE
SLAB EDGE & PROVIDE BAR LEG LENGTH
AS SHOWN.
PRIMARY SLAB REINF. 4. SPACE THE ADD'L BARS CAD j THE REQ'D
NOT SHOWN FOR BAR SPACING.
CLARITY 5. DIMENSIONS SHOWN FOR BAR LENGTHS ARE
TYP. FOR ALL ADD'L STRAIGHT & DIAGONAL
OPNG. BARS AROUND THE OPNG.
8 - DETAIL -ADD'L SLAB REINF. AROUND PIPE SLEEVE
SCALE: 3/8" = 1'-0"
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELLHOUSE FOUNDATION PLAN,
SECTIONS AND DETAILS
DATE:
JANUARY 2012
MCE PROJ. #
4584-0003
DRAWN
WFB
DESIGNED
WFB
CHECKED
WFB
PROD. MGR.
MSL
1 SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
NA
S2
STATUS: REMSION
ISSUE FOR BID
co
i
1'-4" O/H
(REF. NOTE 9)
NOTES 5 & 10
1'-4"
(TYP.)
o
0
z
.-.
w
a-
26'-8" (0/0 CMU)
4'-0" 2'-0" 2'-0" 2'-0" 4,-0" 2,-0" 2,-0" 2'-0" 4,-O"
REF. NOTE 6
5.S3
■� ■�■+ L2
k cJ, - -- <
'-4' 4'
��
M.O.)
2. S3
(TYP.) C J N D1
00 5
I
o [REF. NOTE 12]
Z m o 15 t 4� ��Q1
j 2.S3 0 0 12
v (TYP.) ■k o (RI �E)
o �;� x.'�x ,z
L.. o00 ? r ESL
AL GUTTER i14 Of Q D1
hom
N (REF. ARCH. DWG's) ®� �,Z, J J 5
G 12
EXHAUST FAN N N
LU En
BELOW ? o a
�I (REF. ARCH. DWG's) I 1 % of a U � f
o [TYP. 2 PLCS.] , _ N w o 0 D1 a v7 c3
"L1" (SIM.) 1 Z" D 2 = m = m m 2
o o z�
[REF. NOTE 121 `V U3 0 f� of D o N
OL T.O. CMU WALL o o >_ 4.S3 0 >_ o f 5
EL 8'-8" (156.17') w °° w 0004
[TYP. U.N.O.] 0 N (TYP.) N 0 m
PRE-ENGINEERED
TIMBER ROOF TRUSS
(TYP.) 43 NS3
[REF. NOTES 2 & 31 (TYP.)
m
CJ"
II
L1
L2
�- E.O. ROOF
(TYP.)
TRUSS TIES TO CMU
WALL (TYP.)
[REF. NOTE 111
10'-0" 6'-8" 10'-0"
26'-8" (0/0 CMU)
40 0! eg; b �h,
1 - PLAN - ROOF FRAMING
SCALE: 1 /4" = 1'-0"
ROOF FRAMING PLAN NOTES. NORTH
1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S SLAB -ON -GRADE
T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. REFERENCE CIVIL DWG's FOR
ADDITIONAL INFORMATION.
2. IN GENERAL TRUSS TYPE & TRUSS LAYOUTS SHOWN FOR CLARITY ONLY. FINAL TRUSS LAYOUT,
TRUSS TYPE INCLUDING BOTTOM & TOP CHORD SIZES, AND WEB CONFIGURATION BY THE TRUSS
MFG. & TRUSS DESIGN ENGINEER OF RECORD. SECTION & DETAILS ON THESE DRAWINGS DEPICTING
BOTTOM & TOP CHORDS & WEB CONFIGURATIONS ARE FOR INFORMATION PURPOSES ONLY.
3. PRE-ENGINEERED ROOF TRUSSES ARE TO BE CONSTRUCTED OF 2x TIMBER SECTIONS.
REFERENCE STRUCTURAL GENERAL NOTES 10.1 TO 10.9 FOR ADDITIONAL INFORMATION.
4. INTERIOR CMU WALL TO BE UTILIZED AS INTERIOR LOAD BRG. WALL FOR THE GIRDER & RIDGE
TRUSSES.
5. MONO SLOPE JACK TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES @ 2'-0" O.C..
6. RIDGE TRUSSES (BY TRUSS MFG.) = 2 EQUAL SPACES ® 2'-0" O.C..
7. " , '-- " SYMBOL ON PLAN INDICATES SPAN DIRECTION OF THE ROOF DECK.
DECKING IS J" THK. PLYWOOD. REFERENCE ARCH. DWG's FOR ADDITIONAL INFORMATION.
8. ATTACH THE PLYWOOD ROOF DECK TO PRE -MANUFACTURED ROOF TRUSS FRAMING USING
A PATTERN OF 10d NAILS SPA. AT 4" O.C. OF THE ROOF BOUNDARY & A PATTERN OF 10d NAILS
SPA. AT 6" O.C. ALONG PLYWOOD PANEL JOINTS & AT INTERMEDIATE SUPPORT POINTS BETWEEN
THE PANEL JOINTS. NAILS SHALL HAVE A 1 4" (MIN.) PENETRATION IN TO THE TRUSS TOP CHORDS.
9. O/H DIMENSION FROM O/F CMU TO E.O. ROOF U.N.O.. REFERENCE ARCHITECTURAL &
STRUCTURAL PLANS, SECTIONS & DETAILS FOR ADDITIONAL INFORMATION.
10. THE MONO SLOPE JACK TRUSS LAYOUT DIMENSIONS ON THE NORTH END OF THE ROOF ARE
TYPICAL FOR THE SOUTH END OF THE ROOF U.N.O..
11. TRUSS CMU WALL CONN. & TIES:
GIRDER TRUSSES(2-PLY): .................... META16 w/ TSS ® TRUSS ENDS & MGT ® TRUSS CENTER.
PRE -ATTACH TSS BARRIER w/ 6d NAILS.
RIDGE TRUSSES (1-PLY): ...................... HM9KT ® TRUSS ENDS & HGAM10KTA CAD TRUSS CENTER.
HIP STEPDOWN TRUSSES (1-PLY):....... HGAM10KTA ® TRUSS ENDS & TRUSS CENTER.
JACK TRUSSES (1-PLY): ....................... HM9KT.
TRUSS / TRUSS CONN.: ........................ TO BE PROVIDED BY THE TRUSS MFG. E.O.R..
12. THE "LI" LINTELS FOR THE EXHAUST FANS ARE BELOW THE T.O. THE CMU WALL & THE CONT.
8%8" BOND BM. ® THE T.O. CMU WALL. THE (2) #4 BARS IN THE CELL ABOVE THE "L1" LINTEL
DETAIL PROVIDED IN DETAIL 4.S3 ARE NOT REQUIRED AT THIS LOCATION.
13. REFERENCE ARCHITECTURAL, ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR
LOCATIONS & INFO REGARDING ROOF OR WALL PENETRATIONS, PIPING & MISCELLANEOUS
EQUIPMENT EITHER SHOWN OR NOT SHOWN.
14. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF ANCHORING
EQUIPMENT TO CMU WALLS.
15. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA.
16. REFERENCE FOUNDATION PLAN NOTES DRAWING S2 FOR ADDITIONAL INFORMATION.
WILLIAM F. BAND, P--E.
No. 67838
_ 10'- 8"
(0/0 CMU)
(REF. NOTES 5 & 10)
4'-0" 6'-8"
(0/0 CMU
O/F EXTR. CMU WALL
BELOW (TYP.)
8" INTR. CMU WALL BELOW
(REF. NOTE 4)
EXP JT. MAT'L FULL WALL HT. REINF. BARS (VERT.) ® (3)
® PUMP STA./SCREEN WALL CELLS & DOWEL/SPLICE
(CAULK & SEAL EA. SIDE OF JT.) REINF. INTO FDN.
E.O. PRE -CAST CONC. COPING (MATCH WALL REINF. U.N.O.)
® T.O. WALL (REF. ARCH.
DWG's FOR ADD'L INFO) [TYP.]
T.O. CMU SCREEN WALL)
EL 6'-8" (154.17')
[TYP. U.N.O.]
REF. NOTES 7 & 8 (TYP.)
REF. DETAIL 4.S3 FOR MAS.
OPNG. LINTEL REQ.'s (TYP.)
MAS. WALL CONTROL JT.
(REF. = ARCH. DWG's)
[TYP. 5 PLCS.]
STANDING SEAM MTL. ROOF PANELS
& UNDERLAYMENT SYSTEM
(REF. ARCH. DWG's)
" THK. WOOD DECK SHEATHING
(REF. PLAN)
2x TIMBER PRE-ENGINEERED TRUSS
(BY OTHERS) [REF. PLAN]
INSTALL MOISTURE BARRIER BELOW THE
TRUSS BTM. CHORD
(CHORD. w/ TIE ASSEMBLIES AS REQ'D.) - o
[TYP. EA. TRUSS]
SEAL
T.O. CMU WALL
EL 8'-8" (156.1
[REF. PLAN]
8" "SPLITFACE" CMU EXTR. WALL
(REF. DWG. S2 FOR REINF.)
[CONC. FILL ALL CELLS w/ REINF.]
[ TYP. N. S. & F. S. ]
SEAL
REINF. BARS (VERT.) 0 (3)
CELLS & DOWEL/SPLICE
REINF. INTO FDN.
(MATCH WALL REINF. U.N.O.)
BEGIN WALL VERT. BAR
SPA. (REF. PLAN)
I
of TX' T`H � CONCRETE FILL ALL �� _:� METAL ANCHORS 2'-0"x1 1 /2"
m CELLS w/ REINF. x 1 /4" THK. (2" TABS EA. END)
�_: (TYP.) SPA. ® 4'-0" O.C. (VERT.)
[OFFSET AS REQ'D]
a IL
L LL CONCRETE FILL ALL CELLS
3 m 3 w/ REINF. (TYP.)
mV) MV)
a@ CORNER(S) @ INTERSECTION(S)
2 - DETAIL - PLAN VIEW TYP. CMU WALL REINF.
SCALE: 1" = 1'-0"
GROUT FILL CMU BOND. BM's GROUT FILL CMU BOND. BM.
T.O. CMU WALL
EL 8'-8" (156.17') REINF. FROM THE 8"x8" BOND BM.
[REF. PLAN] @ T.O. CMU WALLS ALLOWED
INSTALLED TO RUN CONT. THROUGH
8%8" CONT. BOND BM. ® T.O. CMU THE 12" BOND BM.
WALLS REINF. w/ (2) #4 BARS ;..... ... (REINF. CAD B.O. CELL)
(® B.O. CELL)
8"x8" BOND BM. V-4%8" BOND BM.
(2) CONT. #4 BARS"---(2) CONT. #5 BARS
L1 L2
4 - DETAIL - SECTION VIEW TYP. CMU WALL LINTEL BM. REINF.
SCALE: 3/4" = 1'-0"
RIDGE VENT
(REF. ARCH. DWG's)
12
5 ,
ROOF & TRUSS
WALL
.I
12
f 1,7�-
- 15
-TRUSS CHORD/WEB CONN. [Cs
(BY OTHERS) [TYP.]
TRUSS TIES NOT SHOWN FOR CLARITY
(REF. FRMG. PLAN NOTE 11)
2x TIMBER TRUSS T&B CHORDS CONT. 8" CMU BOND BM. REINF.
& WEB (BY OTHERS) w/ (2) #4 BARS (TYP. EA. WALL)
[REF. FRMG. PLAN NOTE 2] 8" CMU INTR. WALL
EXTEND VERT. WALL REINF. (REF. DWG. S2 FOR REINF.)
IN TO BOND BM. (TYP.) 4" -- [CONC. FILL ALL CELLS w/ REINF.]
22'-8" (0/0 CMU) [REF. PLAN]
5 - SECTION - THRU RIDGE TRUSS ROOF FRMG. & T.O. CMU BRG. WALLS
SCALE: 1 /2" = V-0"
.5802 Ehrlich Road, Suite .506
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
CITY OF ZEPHYRHILLS I
V-4" O/H (TYP.)
EXTEND REINF. 1'-4" INSTALL BOND BM.
(TYP. EA. END) (MIN.) ® T.O. & B.O.
LOUVER & WINDOW
OPNGS. EXTEND
BOND BM. & REINF.
VERT. REINF. ® E.O. - - - - - - SIM. TO T.O. OPNG.
OPNG. MATCH VERT._`,� [
I I (SHOWN)
WALL REINF.
(2 BAR EA. CELL)
i
MAS. OPNG.
® DOOR OPNGS. ANCHOR VERT. DOOR/WINDOW/LOUVER FRAME
REINF. TO SLAB- ON- GRADE/FTG. (REF. ARCH. DWG. SCHEDULES
w/ DOWELS w/ 90' HOOK, AS REQ'D)
SPLICE DOWEL VERT. LEG 3'-1"
(MIN.) w/ WALL REINF.
ELEVATION VIEW
3 - DETAIL - TYP. CMU WALL REINF. @ MAS. OPNG.'s
SCALE: 1 /2" = 1'-0"
[REF. PLAN]
=� AL GUTTER
(REF. ARCH. DWG's)
\- CONT. 2x P.T. FASCIA BD.
(REF. ARCH. DWG's)
AL SOFFIT PANEL SYSTEM
(REF. ARCH. DWG's)
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELLHOUSE ROOF FRAMING PLAN,
SECTIONS AND DETAILS
DATE:
JANUARY 2012
MCE PROJ. #
4584-0003
DRAWN
WFB
DESIGNED
WFB
CHECKED
JSL
PROJ. MGR.
MSL
4
HORIZONTAL:
AS NOTED
VERTICAL:
NA
S3
STATUS: REVISION
ISSUE FOR BID
W
REV.NO.
14'-0"
1 /2" HDPE SAMPLE
24" DIP AND
1 /2" HDPE
— — — — — — — — — — —
INSTALLED
BY OTHERS
12" x 1" SERVICE SADDLE
WITH 1" GATE VALVE
Cq ^
z
I
O �
—2
HDPE _I
WATER LINE
(200 PSI)
2'-0"
WALL FAN
LOCATED NEAR CEILING
(MIN) 10'-8"
WELL SERVICE AIR VALVE
RAW WATER SAMPLE PORT
HYDRANT CAP SAMPLING
TAP STOCK No. ME-50387,
4" 900 BEND USABLUEBOOK PG 1385 (TYP)
WITH 316 SS SCREEN 1'x1' PAD
4" 90' BEND 1"-316 SS 90+ BEND 1 /2" CHLORINE EX. WELL #11 WELL HEAD
/2" 90' BEND WITH 316 SS SCREEN WITH 316 SS SCREEN ANALYZER DRAIN
WITH SCREEN N:1437703.95
7'-0" N 6" NEOPRENE EXP. E:602832.28
— — — — — — — — — — — — — — — — — — — — — — —
JO
m LINK SEAL INT EX. WELL #12 WELL HEAD
4" SURGE RELIEF 6" SPOOL PIECE 8"X6" ECC RED N:1437690.98
o VALVE W/SAMPLE PORT E:605850.33
CONC. PAD 8" 90"
N POLYPHOSPHATE BEND
FEED POINT
-\ 'T
ARV 4 GV SODIUM
HYPOCHLORITE 6 PROPELLER I
FEED POINT METER
m m I --I- - - - -/J/- -F-471.29-6"
0
N 6" CV
(2) 12" 90' I
I --I
BEND M I 3'-6" MIN. 5'-0" MIN. cv
" " 00 ( SST OIL FILLED I
12 x6 REDUCER PRESSURE GAUGE
U
6" GV 2" SCH 80 PVC
UNDER SLAB CHLORINE
6"x4" TEE W/ LONG SWEEPS ANALYZER
4" GV (SEE NOTE 8)
6"x4" TEE
HOSE BIBB ELECTRICAL PANELS
& RACK SEE E SHEETS
�OQF, I PCP1 01 (PCP201)
• 5�
I
� ANTENNA L
� 4'x4' � 1" PVC WATER LINE �
(BY OTHERS) \�p,� CHEMICAL PUMP
SEE SHEET C SAMPLE LINE
SEE ' \<" (SEE NOTE 4)
STORAGE TANK
(SEE NOTE 1)
WELL FAN
EXHAUST
NEAR FLOOR
F.
6
me
go
t
10
a
TA F 'tom•
MATTHEW .9V1UVP,P.E.
No. 66118
s
EYEWASH
STATION
1/2' POLYiUBE
FEED LINE
CHEMICAL PUMP
5'x7' CONC. (SEE NOTE 3)
EQUIPMENT
PAD
CHEMICAL ROOM
WELL HOUSE MECHANICAL PLAN
12" 0 1' 2' 3' 4' 5'
1 /2" = 1'-0"
41A & CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
Q6v
O
Av
1/2" POLYTUBE
FEED LINE
5'x7' CONC.
EQUIPMENT
PAD
1 /2" EXP. JOINT
6'-8" DOUBLE DOORS
10'x5' PAD
CITY OF ZEPHYRH I LLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
a+
SEE WALL
PENETRATION
DETAIL I
tV
4'x4' PAD
1 /2" EXP. JOINT
HOSE BIBB
& RACK
LINK SEAL
LOUVER
STORAGE TANK
(SEE NOTE 2)
CONCRETE
WELL HEAD
PEDESTAL
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL HOUSE PLAN
TYPICAL OF 2
A/M-2
BACKUP
POWER
CONNECTION
NOTES:
1. 12.5% SODIUM HYPOCHLORITE TO BE STORED
IN A 500 GALLON DOUBLE WALLED STORAGE
TANK TO BE SUPPLIED AND INSTALLED BY
ODYSSEY MFG.
2. POLYPHOSPHATE TO BE STORED IN A 100
GALLON DOUBLE WALLED STORAGE TANK TO
BE SUPPLIED & INSTALLED BY ODYSSEY MFG.
3. 12.5% SODIUM HYPOCHLORITE CHEMICAL.
FEED SYSTEM TO BE SUPPLIED AND
INSTALLED ON SHELF BY ODYSSEY; SHELF
SUPPLIED AND INSTALLED BY CONTRACTOR.
4. 12.5% POLYPHOSPHATE CHEMICAL. FEED
SYSTEM TO BE SUPPLIED AND INSTALLED ON
SHELF BY ODYSSEY; SHELF SUPPLIED AND
INSTALLED BY CONTRACTOR.
5. ALL ABOVE GROUND PIPE AND FITTINGS 4"
AND GREATER SHALL BE FLANGED DUCTILE
IRON.
6. ALL ABOVE GROUND VALVES 4" AND
GREATER SHALL BE FLANGED.
7. ALL BELOW GROUND PIPE, FITTINGS AND
VALVES 4" AND GREATER SHALL HAVE
RESTRAINED JOINTS ON THE WELL HOUSE
SITE.
8. CHEMICAL FEED LINES SHALL BE 1 /2"
POLYTUBE SUPPLIED BY THE CONTRACTOR.
THE POLYTUBING SHALL BE INSTALLED IN 2"
SCH 80 PVC UNDER SLAB. THE 2" SCH 80
PVC CONTAINMENT PIPE SHALL BE BROUGHT
3" ABOVE THE SLAB WITH A 2" CAP AND
1 /2" TAP. (TYP)
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
1 /2" = 1'-o"
VERTICAL:
NA
DRAWING NUMBER
M-1
STATUS: REVISION
ISSUE FOR BID
6" RESTRAINED FLANGE
ADAPTER
WELL SERVICE
LINK SEAL
24"x12" MJ DI REDUCER
1 /2" HDPE SAMPLE LINE
4" FL 90'
4"GV
6"x4" FL TEE
SECTION BZM-1
SCALE:3/4" = 1'-0"
C
LL REMSIONS—
'*-- 12" DIP
12"x1" SERVICE SADDLE
WITH 1" GATE VALVE
1 "-316 SS
1"-316 SS
BALL VALVE
1 "-316 SS
PIPE
1" NPT
CONNECTION
6" DIP
-.111,111,110
HE AL
�'�` �. ` 1,1 �ji • • � his
� sue. 0�, ♦r
nA
MATTHEW �Fj
No. 66118
12" 90' BEND
WELL SERVICE
AIR VALVE
SECTION C M-1
SCALE:3/4" = 1'-0"
SEAL)
v
vNTM&CMED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
0�a4 2 s;L9]'iI
WITH 1 /2" TAP
2" SCH. 80 PVC PIPE
SECTION A M-1
SCALE:1 /2" = 1'-0"
CITY OF ZEPHYRH I LLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
NOTES:
1.
ALL ABOVE GROUND
PIPE AND FITTINGS
4" AND GREATER SHALL
BE FLANGED DUCTILE
IRON.
2.
ALL ABOVE GROUND
VALVES 4" AND GREATER
SHALL BE FLANGED.
3.
ALL BELOW GROUND
PIPE, FITTINGS AND
VALVES 4" AND GREATER
ON THE WELL HOUSE
SITE SHALL HAVE
RESTRAINED JOINTS.
4.
1 /2" POLY TUBE FROM INJECTION POINT
TO PUMP DISCHARGE
SHALL BE PROVIDED
BY CONTRACTOR.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL HOUSE SECTIONS
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
lid
M-2
STATUS: REVISION
ISSUE FOR BID
SC
CONT
5/8" 316 SS
RUBBER GASKE
316 SS FOUNDATION PLATE
EL. 150.00 47
EL. 148.00 48
10.19" O.D.
DISCHARGE PIPE
- 55 EL. 151.25
40
45 56 EL. 147.00
6" No. 57 STONE
16" O.D. 43 �+
8.625" O.D. 39
POWER CABLE SHALL BE
SECURED TO PIPE COLUMN 57 EL. 67.00
BY 316 SS STRAPS
(1 EVERY 10 FT.)
SAND
SAND Ez
- 58 EL. 65.00
-L79 . 5 EL. 55.00
SAND/LIMESTONE INTERFACE
52
EL. 45.00 51
EL. 5.00 53 /
JHrt I Y NUUM Ur- I Al
LEGEND
18 27"x27"x5/8" 316 SS BASEPLATE
19 2"x15/16" BOLT HOLE (TYPx4)
20 8" SCH 40 316 SS 90' BEND
2� 1.25" DIA. FNPT WELDOLET (TYPx4)
�3 8"X6" FL D.I. ECC. REDUCER
® 316 SS EYEBOLT
�5 27"x27"x1/4" NEOPRENE RUBBER GASKET
26 3/4"x9" 316 SS EXPANSION ANCHOR
27 316 SS WASHER & NUT
2�8 8" SCH 40 316 SS PIPE (WELDED TO PLATE)
29 8" SCH 40 316 SS CERTA—LOK DROP PIPE ADAPTER
30 27% 27"x 5/8" 316 SS FOUNDATION PLATE
31 1 /4" 316 SS ROUND STOCK SAFETY HOOK
32 3/8" 316 SS SAFETY CABLE TO PUMP
33 SUBMERSIBLE PUMP
34 8"-316 SS DROP PIPE ADAPTER
35 1.25" — 316 SS AIR VENT (SEE DETAIL THIS SHEET)
37 8" 316 SS CHECK VALVE (FNPTxFNPT)
38 8" CERTA—LOK PVC COUPLING O.D.
39 8" CERTA—LOK SCH. 80 PVC DROP PIPE O.D.
40 30"x3O" CONCRETE PAD
41 FL DI TEE
42 A53 GRADE B STEEL SURFICIAL CASING 24" O.D.
43 A53 GRADE B STEEL WELL CASING PIPE O.D.
44 GROUT
45 #57 STONE AND MIRAFI
46 OPEN BOREHOLE
47 CONCRETE PUMP PAD ELEVATION
48 CONCRETE SLAB ELEVATION
50 8"-316 THREADED PIPE (MNPTxMNPT)
51 PUMP INTAKE ELEV.
52 SURFICIAL CASING BOTTOM ELEV.
53 WELL CASING BOTTOM ELEV
54 ELECTRIC MOTOR 7.5" O.D.
55 8" DISCHARGE PIPE q ELEVATION
56 EXISTING GROUND ELEVATION
57 STATIC WATER ELEVATION
58 PUMPING WATER ELEVATION
59 NEW PRESSURE TRANSDUCER & CABLE LEVEL SENSOR ELEV.
60 OPEN BOREHOLE I.D.
61 SUBMERSIBLE PUMP 10" O.D.
62 WELL BOTTOM ELEV.
63 316 SS LEVELING NUT
64 3/4" GROUT
65 A53 GRADE B STEEL INTERMEDIATE CASING 16" O.D.
66 INTERMEDIATE CASING BOTTOM ELEV.
LO
CV
0
0
C5
--�{ 3.75"
1.25" SCH. 5S 316 SS
180' LONG RADIUS RETURN
316 SS INSECT SCREEN
1.25" SCH. 5S 316 SS STEEL PIPE
1.66" O.D.
1.25" MALE NPT
AIR VENT DETAIL
NOT TO SCALE
`WELL PER SITE PLAN.
E i
xt0- •�
•
3'C l
MATTHEW S. LOVE, P.E.
No. 66118
LIMESTONE
SEAJ
SEE WELL PUMP CONNECTION DETAIL, THIS SHEET
LIMESTONE
62 EL. (—) 513.00
WELL No. 11
VERTICAL SECTION
NOT TO SCALE
2" OBSERVATION PIPE
PLAN
NTS
v
4e�NCIADI4&CMED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
EL. 144.00 47
EL. 142.00 48
10.19" O.D.
12.75" O.D.
8.625" O.D.
POWER CABLE SHALL BE
SECURED TO PIPE COLUMN
BY 316 SS STRAPS
(1 EVERY 10 FT.)
SAND
SAND/LIMESTONE INTERFACE
EL. 36.00 66
EL. 16.00 51
EL. (—)2..00 53 /
LIMESTONE
OF WELL CASING
AND DISI
CHAM
SEE STRUCT
FOR DE
DISCHARGE PIPE
55 EL. 145.25
40
45 56 EL. 141.00
6" No. 57 STONE
52 EL. 81.00
5 EL. 63.50
I
!� SAND
58 EL. 36.00
59
EL. 26.00
_ - -
SEE WELL PUMP CONNECTION
DETAIL, THIS SHEET
LIMESTONE
12" I.D.
62 EL. (—) 456.00
WELL No. 12
VERTICAL SECTION
NOT TO SCALE
SECTION
DISCHARGE HEAD ASSEMBLY
NTS
{ CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
WELL SCHEDULE
WELL NUMBER
WELL 11
WELL 12
COLUMN/DISCHARGE
PIPE SIZE
8"
8"
ABOVE GROUND
PIPE SIZE
6"
6"
TRANSMISSION
MAIN SIZE
12"
12"
FINISHED FLOOR
ELEVATION
148.00'
142.00'
PUMP MODEL
1ORJLC
10RJLC
STAGES
3
3
IMPELLER DIAMETER
5.94"
5.94"
DESIGN GPM
1,000
1,000
DESIGN TDH
305'
305'
RPM
3.520
3,520
MOTOR (HP)
100
100
MOTOR DIAMETER
8"
8"
VOLTAGE
460
460
2" NPT TAP
1/2"-316 SS THREADED PIF E
1/2"-316 SS
BALL VALVE
1/2"-316 SS 90'
BEND WITH SMOOTH
NOSE
SAMPLE PORT
NTS
STEEL WELL CAS
8.625" O.D
10.19" O.D.
NELL PUMP CONNECTION DETAIL
-1/2" = 1'-0"
S BASEPLATE, 90° BEND, FLANGE, PIPE,
ADAPTER, LIFTING HOOK AND SAFETY HOOK SHALL BE
iGETHER TO FORM ONE DISCHARGE HEAD ASSEMBLY.
HREADED PORTION OF DROP PIPE ADAPTER AND
�CH. 40 316 SS PIPE.
�TING TOP SURFACE OF CONCRETE PUMP PAD SMOOTH AND LEVEL
I -UK INS I ALLATION OF THE FOUNDATION PLATE,BASEPLATE AND RUBBER
GASKET,
PLACE GROUT ON THE CONCRETE PUMP PAD TO FORM A SMOOTH LEVEL
SURFACE FOR THE FOUNDATION PLATE.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL DETAILS 1
DATE:
FEBRUARY 2012
MCE PROD.
# 4584-0003
DRAWN
BFN
DESIGNED
MSL
CHECKED
JSL
PROJ. MGR.
MSL
HORIZONTAL:
NA
VERTICAL:
NA
STATUS: REVISION
ISSUE FOR BID
2" STEEL OBSERVAT
PIPE (ROTATED 90• FOR CLARI
(TYP
WELD T(
I" CAP
THREADED)
cIr-fl TI nAI
WELL PUMP PAD 2" OBSERVATION PIPE DETAIL
NTS
V IZ AWWA caUU rVU rirt
O 12"x1/2" NYLON —COATED DUCTILE TRON SERVICE SADDLE
WITH 304 L STAINLESS STEEL DOUBLE STRAPS
O 1/2" CORPORATION STOP
@ 1/2" C901, DR9 HDPE PIPE
1/2" SAMPLE POINT CONNECTION DETAIL
NTS
NS
•
� � 8 ;fir
AX OF,
MATTHEW S. LOVE, P.E.
No. 66118
SEAL
SECTION
WELL PUMP PAD STEEL REINFORCING
NTS
1� 1 It UUL,11LG IMUN rirr
0 12"x 1" NYLON —COATED DUCTILE TRON SERVICE SADDLE
WITH 304 L STAINLESS STEEL DOUBLE STRAPS
3O 1" GATE VALVE
@ 1" HDPE WATER LINE (200 PSI)
WELL HOUSE POTABLE WATER CONNECTION DETAIL
NTS
v
v UFMIIIIII&CMED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
MECH. EQUIP. 6" (MIN.)
(REF. PLAN) ANCHOR [E.O. CONC. TO ANCHOR U
2" (CLR.)
CONT. J" CHAMFER [TYP.]
(TYP. AROUND PERIMETER OF PAD) ,
I N
CONT. #4 NOSING BARS
(TYP. AROUND PERIMETER OF PAD)
MECH. EQUIP. SUPPT. PAD
REINF. w/ 4x4-W2.9xW2.9 W.W.F.
(WRAP AROUND & TIE TO VERT.
LEG OF DOWEL AS SHOWN)
21
Iiiii I 11ill
I _
Y
m
#4 DOWELS w/ STD. 90• HOOK J
SPA. @ 1'-0" O.C., ANCHOR II 0-
TO SLAB w/ HILTI HY150 LL
INJECTION ADHESIVE EMBED ry
4j" (MIN.) IN
SLAB -ON -GRADE
TYPICAL MECHANICAL EQUIPMENT BASE PAD
NTS
1/2- SCH. 40 PVC TO PUMP
STATION EXTERIOR
CITY OF ZEPHYRH I LLS
` 5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
3/4" BALL �
3/4" N
_EASE
AIR RELEASE VALVE @ PIPE
NTS
ADED BRASS
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
MECHANICAL DETAILS 4
3
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
BFN
DESIGNED
MSL
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M-4
STATUS: REVISION
ISSUE FOR BID
FUNCTION SYMBOL SCHEDULE
LINE CODES
MISCELLANEOUS SYMBOLS
VALVE OPERATION NOTATION
FIRST LETTER
SUCCEEDING —LETTERS
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT
FUNCTION
MODIFIER
A
Analysis
Alarm
B
Burner, Combustion
Programmer
C
Conductivity
(Electrical)
Control,
Closed
D
Density or
Specific Gravity
Differential
E
Voltage
Sensor (Primary
Element)
Eduction
F
Flow Rate
Ratio (Fraction)
G
Gaging
Glass,
Viewing Device
H
Hand
High
Current (Electrical)
Indicate
J
Power
Scan
K
Time, Time Schedule
Control Station
L
Level
Light (Pilot)
Low
M
Motor
Middle,
Intermediate
N
Vibration
Igniter
0
Operation
Offset
Orifice, Restriction
Open
P
Pressure, Vacuum
Point (Test)
Connection
Q
Quantity, Event
Integrate, Totalize
Integrate
R
Radiation
Record, Print
Regulate
S
Speed, Frequency
Safety
Switch
T
Temperature
Transmit
U
Multivariable
Trend
Multifunction
Multifunction
Multifunction
V
Viscosity
Vacuum
Valve, Damper,
Louver, Gate
W
Weight, Force,
Torque
Well
X
Unclassified
Unclassified
Unclassified
Unclassified
Y
Relay, Compute,
Convert
Z
Position
Final
Control
Element
Drive, Actuator,
Unclassified
Final Control
Element
SINGLE FUNCTION
REVA0.
BASIC SYMBOLS
MULTIPLE FUNCTION
OR
00
FIELD MOUNTED INSTRUMENT OR DEVICE
OR
�
FRONT OF PANEL MOUNTED INSTRUMENT ON UCP
OR MCC, VFD
OR
�
REAR OF PANEL MOUNTED INSTRUMENT ON UCP
OR MCC, VFD
OR
�
FRONT OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL
OR
REAR OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL
OR
�
PLC AND/OR COMPUTER SOFTWARE COMPONENT (OPERATOR
ACCESSIBLE UNDER NORMAL CONDITIONS)
OR
PLC AND/OR COMPUTER GENERATED COMPONENT (NOT OPERATOR
ACCESSIBLE UNDER NORMAL CONDITIONS)
ELECTRICAL SIGNAL
PROCESS OR MECH.
PNEUMATIC
CAPILLARY
HYDRAULIC
TELEPHONE
— ( NO ELECTRICAL CONNECTION
L I —
ELECTRICAL CONNECTIONS
(INDICATED BY DOTS)
FO FIBER OPTIC
VALVES, PUMPS & METERS
FLAME ARRESTOR
CSC PINCH VALVE
�Q GATE
NEEDLE
ICI BUTTERFLY
BALL OR ROTARY
D� GLOBE
10 PLUG OR COCK
� DIAPHRAGM
� CHECK
DIAPHRAGM CHECK
CONTROL VALVE
POSITIONER
PRESSURE REGULATING VALVE
BACKPRESSURE REGULATING VALVE
PISTON OPERATED
S=SOLENOID OPERATED
M=MOTOR OPERATED
P=PNEUMATIC OPERATED
Y DRAIN
�Yr Y=WEIR GATE
L T=SLIDE SLUICE GATE
1=STOP LOG
(I
BLIND FLANGE
PULSATION DAMPENER
PRESSURE RELIEF OR SAFETY
3—WAY
4—WAY
TELESCOPING
REDUCER
�p
HOSE CONNECTION
� WAFER/CHECK VALVE
� ARV AIR RELEASE VALVE
�AVV3 AIR VACUUM RELEASE VALVE
ELECTRIC MOTOR
IIIORIFICE/ANNUBAR
��••� AIR DIFFUSER
LIQUID DIFFUSER
v
v &CUED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
HEAT TRACED PROCESS
LINE OR EQUIPMENT
MATCHLINE
PROCESS LINE OR ELECTRICAL
SHEET> SIGNAL CONTINUATION TO/FROM
SHEET NUMBER INDICATED
==ME* CONTINUATION ON SAME SHEET
CONTINUATION ON FACILITIES
NOT SHOWN ON DRAWINGS
E CAPACITANCE METER
REGULATOR/FILTER
SUBMERSIBLE PUMP
MAG MAGNETIC METER (INLINE/INSERT)
US SONIC METER
VENTURI OR FLOW TUBE
FTI PROPELLER OR TURBINE METER
F� ROTAMETER
PROGRESSING CAVITY PUMP
CENTRIFUGAL PUMP
POSITIVE DISPLACEMENT PUMP
1!r
DIAPHRAGM OR METERING PUMP
EDUCTOR
STRAINER
DIAPHRAGM ISOLATOR
ZE-1 HORN
GRADUATED (CAL—CYL)
MEASURING
CYLINDER
CYLINDER HYDRAULIC OR
PNEUMATIC
�-{ LATERAL WYE
RUPTURE DISK
RESTRAINED
FLEX CONN.
FLEX CONN.
FILTER AIR/WATER
CENTRIFUGAL BLOWER
POSITIVE DISPLACEMENT BLOWER
MANUAL BAR RACK
VERTICAL TURBINE PUMP
SUBMERSIBLE AERATOR/MIXER
(ELECTRIC MOTOR DRIVEN)
III UNION
PURGE CONNECTION
OS
SAMPLE POINT
OI
INTERLOCK
X�
MULTIPLY
DIVIDE
HIGH SELECT
LOW SELECT
�
SQUARE ROOT
�
SUM (ALGEBRAIC)
f
SPECIAL FUNCTION
R+B RATIO PLUS BIAS
dL/dt RATE OF RISE (LEVEL)
EQUIPMENT NOTATION
B = BLOWER OR FAN
E = ENGINE
G = GENERATOR
F = FILTER
GS = GRINDER/SCREEN
K = COMPRESSOR
H = HOIST
ME = MECHANICAL
EQUIPMENT
MX = MIXER
P = PUMP
R = HEAT EXCHANGER
T = TANK OR SUMP
VALVE DESIGNATIONS
HV = HAND VALVE
FCV = FLOW CONTROL VALVE (MODULATING)
PCV = PRESSURE CONTROL VALVE
LCV = LEVEL CONTROL VALVE
FV = FLOW VALVE (NON —MODULATING)
MV = MUD VALVE
TV = TELESCOPING VALVE
CV = CHECK VALVE
INSTRUMENT TAG NOTATION
FIC 0 1 01 A
QUANTITY SUFFIX
INSTRUMENT NUMBER
PLANT/PROCESS AREA
ISA INSTRUMENT FUNCTION
5�-- STATUS
THIS SYMBOL INDICATES THE
FOLLOWING INSTRUMENTATION
UCP/
PLC & HMI
oA LCP oA
xxx xxx V=FAIL
IF APPLICABLE KY VALVE
UCP/ LxxxATIMER
oL LCP F—OLI t_
xxx xxx V=OPEN
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
GRAPHICS PANEL
FAULT OA A
xxx
RUN ORR
LCP/
oL oL READY OL G
xxx xxx V=CLOSED xxx
V=VALVE
EFC =
ELECTRIC
FAIL CLOSE
AFC
= AIR FAIL
CLOSE
EFO
= ELECTRIC
FAIL OPEN
AFO
= AIR FAIL
OPEN
AFS
= AIR FAIL
STATIC
EFS =
ELECTRIC
FAIL STATIC
CONTROLLER NOTATION
PV = PROCESS VARIABLE INPUT
SP = SET POINT INPUT
C = CONTROL OUTPUT
HAND
SWITCH NOTATION
HOA =
HAND —OFF —AUTO
S/S =
START/STOP
SEL =
SELECTOR
O/C =
OPEN/CLOSE
0/0 =
ON/OFF
LOS =
LOCKOUT —START
D/S =
DUTY/STANDBY
FOS =
FAST —OFF —SLOW
OAC =
OPEN —AUTO —CLOSE
ROF =
REVERSE —OFF —FORWARD
ROL =
RAISE —OFF —LOWER
F/R =
FORWARD/REVERSE
LOR =
LOCAL —OFF —REMOTE
SAR =
SILENCE —AUTO —RESET
MISCELLANEOUS NOTATIONS
S/D =
SHUTDOWN
O/R =
OVERRIDE
MCC =
MOTOR CONTROL CENTER
VFD =
VARIABLE FREQUENCY DRIVE
UCP =
UNIT CONTROL PANEL
LCP =
LOCAL CONTROL PANEL
ES =
ELECTRICAL SUPPLY (120VAC)
O =
FUTURE MOTORIZED
IS =
INLET SILENCER
DS =
DISCHARGE SILENCER
SEQ =
SEQUENCER/ALTERNATOR
AST =
ABOVE —GROUND STORAGE TANK
LOC =
LOCAL
ETM =
ELAPSED TIME METER
REM =
REMOTE
POS =
POSITION
RTU =
REMOTE TELEMETRY UNIT
RVSS =
REDUCED VOLTAGE SOLID STATE
STARTER
TYPICAL FOR ❑M
(IF NOT OTHERWISE ILLUSTRATED ON DWGS)
S
M = M xxx PLC
(_Z_Sc
xxx
(\-Z�SO S
xxx
M = M XX PLC
PLC & HMI
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
P&ID LEGEND
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
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3802 Ehrlich Road, Suite 306
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www.mckimcreed.com
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Phone: (813)780-0000
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PRODUCTION WELL 11 P&D
DISTRIBUTION
GV-1046
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EYEWASH STA110N
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
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CITY OF ZEPHYRHILLS
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Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
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DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
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SEAL
SEAL
GENERAL ELECTRICAL SYMBOLS
_ CONDUIT HOMERUN TO EQUIPMENT SHOWN. LINE TYPE DESIGNATES
LP-3 CONCEALED, EXPOSED, ETC. NUMBERS/TEXT DESIGNATE HOMERUN
EQUIPMENT (I.E. PANEL BOARD CIRCUIT NUMBER).
GENERAL CONDUIT RUN CONCEALED IN FURRED WALLS AND CEILINGS,
EXPOSED ELSEWHERE UNLESS OTHERWISE NOTED OR SPECIFIED.
CONCEALED CONDUIT IN FLOOR SLAB, UNDERGROUND, ETC.
-- — — -- - EXISTING CABLE OR CONDUIT
CONDUIT TURNED DOWN
CONDUIT TURNED UP
E
SITE ELECTRICAL
-- -- — — - E
- EXISTING SITE ELECTRICAL
T
SITE TELEPHONE
- - - - ---- . + -- - ---- --- --...r -- ---.
-- -- EXISTING SITE TELEPHONE
OHE
OVERHEAD ELECTRICAL UTILITY
OHT
OVERHEAD TELEPHONE UTILITY
UGE
UNDERGROUND ELECTRICAL UTILITY
UGT
UNDERGROUND TELEPHONE UTILITY
G
SITE GROUND
-
---- EXISTING SITE GROUND
LIMIT SWITCH
LP
LIGHTING PROTECTION
QT
THERMOSTAT
PULL BOX, SIZE PER NEC UNLESS OTHERWISE NOTED
JUNCTION BOX, SIZE PER NEC UNLESS OTHERWISE NOTED
O
ELECTRICAL EQUIPMENT CONNECTION (HARDWIRED)
GROUND ROD
0
STOP/START PUSH-BUTTON STATION
LOCAL/REMOTE OR LOCK -OUT -STOP STATION
R OPERATION INDICATION PANEL LIGHT
® FUSE
°1 CIRCUIT BREAKER (80% CURRENT RATED UNLESS OTHERWISE NOTED)
0
s
MOTOR (HP=RATED HORSEPOWER)
DISCONNECT SWITCH. TOP NUMBER DENOTES FUSE SIZE
(NF=NON-FUSED). BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT
3R
NUMBER DENOTES NEMA ENCLOSURE RATING.
$�--
CIRCUIT BREAKER. TOP NUMBER DENOTES TRIP. BOTTOM NUMBER
DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE
C B
3R
RATING.
COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH OR
MOTOR CIRCUIT PROTECTOR. LEFT NUMBER DENOTES NEMA STARTER
2
�
3R
SIZE. TOP NUMBER DENOTES FUSE SIZE OR MCP. BOTTOM NUMBER
DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE.
FULL VOLTAGE NON -REVERSING MOTOR STARTER. LEFT NUMBER
3
FVNR
DENOTES NEMA STARTER SIZE.
EdREDUCED VOLTAGE SOLID-STATE MOTOR STARTER.
EdVARIABLE FREQUENCY MOTOR CONTROLLER.
a
$ LIGHTING CONTROL SWITCH:
4 €LOWERCASE LETTER) - CONTROL SWITCHING
M - MOTOR RATED SWITCH 3 - THREE-WAY SWITCHING
D - DIMMER CONTROL 4 - FOUR-WAY SWITCHING
OS - OCCUPANCY SENSOR
OUTLETS: NUMBER DENOTES PANEL BOARD CIRCUIT FOR POWER OUTLETS. IF SHOWN,
LOWERCASE LETTER DENOTES CONTROL SWITCHING FOR POWER OUTLETS.
q)
SIMPLEX RECEPTACLE.
V
VOICE (PHONE) OUTLET.
DUPLEX RECEPTACLE.
0
DATA OUTLET.
r
QUADRAPLEX RECEPTACLE.
Q
VOICE/DATA COMBINATION OUTLET.
LIGHTING SYMBOLS
Al a
LIGHT FIXTURES (VARIOUS TYPES) - UPPERCASE LETTER DENOTES
LP-1
FIXTURE TYPE, REFER TO LIGHTING SCHEDULE OR NOTES. NUMBER
® Y�! ❑
�t •
DENOTES LIGHTING PANEL CIRCUIT. LOWERCASE LETTER DENOTES
CONTROL SWITCH. DUAL SWITCHING INDICATED BY PAIRS OF
0
LOWERCASE LETTERS. "NL" DENOTES NIGHT LIGHT, CIRCUIT AHEAD
OF CONTROL SWITCHES.
p 4p
EMERGENCY LIGHT - BATTERY EQUIPPED EMERGENCY LIGHT, CIRCUIT
I_J
AHEAD OF CONTROL SWITCHES. ADDITIONAL FIXTURE HEADS MAY BE
SHOWN CONNECTED TO UNIT. IF SHOWN, UPPERCASE LETTER
DENOTES FIXTURE TYPE, REFER TO LIGHTING SCHEDULE OR NOTES.
NUMBER DENOTES LIGHTING PANEL CIRCUIT.
®
PHOTOELECTRIC CONTROL DEVICE
LC
LIGHTING CONTACTOR
v v &CRIED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
TYPICAL ABBREVIATIONS
A, AMP
AMPERE
AFD
ADJUSTABLE FREQUENCY DRIVE
AFG
ABOVE FINISHED GRADE
AIT
ANALYTICAL INDICATION TRANSMITTER
AHU
AIR HANDLING UNIT
AIC
AMPERE INTERRUPTING CAPACITY
AL
ALUMINUM
ATS
AUTOMATIC TRANSFER SWITCH
BKR
BREAKER
C
CONDUIT
CAB
CABINET
CAT
CATALOG
CL
CHLORINE
CB
CIRCUIT BREAKER
CCTV
CLOSED CIRCUIT TELEVISION
CKT
CIRCUIT
CLG
CEILING
CID
CONTROL PANEL
CR
CONTROL RELAY, CORROSION RESISTANT
CS
CONTROL SWITCH
CV
CONTROL VALVE
CT
CURRENT TRANSFORMER
CU
COPPER
EF
EXHAUST FAN
EMER
EMERGENCY
EMT
ELECTRICAL METALLIC TUBING
ENCL
ENCLOSURE
EQUIP
EQUIPMENT
EWC
ELECTRIC WATER COOLER
EWH
ELECTRIC WATER HEATER
EPRF
EXPLOSION PROOF
FA
FIRE ALARM
FAAP
FIRE ALARM ANNUNCIATOR PANEL
FACP
FIRE ALARM CONTROL PANEL
FBO
FURNISHED BY OTHERS
FLA
FULL .LOAD AMPS
FVNR
FULL VOLTAGE NON -REVERSING STARTER
FLOUR
FLUORESCENT
FLR
FLOOR
FMC
FLEXIBLE METALLIC CONDUIT
FWE
FURNISHED WITH EQUIPMENT
GEN
GENERATOR
G, GND
GROUND
GFIC
GROUND FAULT CIRCUIT INTERRUPTER
HH
HANDHOLE
HID
HIGH INTENSITY DISCHARGE
HOA
HAND -OFF -AUTO
HP
HORSE POWER
HPF
HIGH POWER FACTOR
HPS
HIGH PRESSURE SODIUM
HTR
HEATER
HV
HIGH VOLTAGE
Hz
HERTZ
IMC
INTERMEDIATE METALLIC CONDUIT (GALVANIZED)
INCAND
INCANDESCENT
JB
JUNCTION BOX
k
THOUSAND
kCMIL
THOUSAND CIRCULAR MILLS
kA
KILOVOLT AMPERE
kW
KILOWATTS
kWH
KILOWATT-HOURS
LED
LIGHT -EMITTING DIODE
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
LFNC
LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT
LIT
LEVEL INDICATION TRANSMITTER
LP
LIGHTING PANEL, LIGHT POLE
LTG
LIGHTING
MCB
MAIN CIRCUIT BREAKER
MCC
MOTOR CONTROL CENTER
MCP
MOTOR CIRCUIT PROTECTOR
MDP
MAIN DISTRIBUTION PANEL
MFR
MANUFACTURER
MH
MANHOLE
MLO
MAIN LUGS ONLY
MSB
MAIN SWITCHBOARD
MTD
MOUNTED/MOUNTING
MTS
MANUAL TRANSFER SWITCH
MV
MEDIUM VOLTAGE
NEC
NATIONAL ELECTRIC CODE
N, NEU
NEUTRAL
NA
NOT APPLICABLE
NC
NORMALLY CLOSE
NO
NORMALLY OPEN
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
P
POLE
PA
PUBLIC ADDRESS
PB
PULL BOX, PUSH-BUTTON
PCP
PUMP CONTROL PANEL
PF
POWER FACTOR
�, PH
PHASE
PIT
PRESSURE INDICATION TRANSMITTER
PLC
PROGRAMMABLE LOGIC CONTROLLER
PNL
PANEL
PP
POWER PANEL, POWER POLE
PT
POTENTIAL TRANSFORMER
PWR
POWER
RECEP
RECEPTACLE
RVSS
REDUCED VOLTAGE SOFT STARTER
REQ
REQUIRED
RM
ROOM
RMC
RIGID METAL CONDUIT (GALVANIZED)
RTU
REMOTE TELEMETRY UNIT
SCADA
SUPERVISORY CONTROL AND DATA ACQUISITION
SCR
DC MOTOR DRIVE
SH
SHEET
SPEC
SPECIFICATION
SS
SELECTOR SWITCH
SST.
STAINLESS STEEL
STP
SHIELDED TWISTED PAIR
SW
SWITCH
SWBD
SWITCHBOARD
SWGR
SWITCH GEAR
TEL
TELEPHONE
TVSS
TRANSIENT VOLTAGE SURGE SUPPRESSER
TYP
TYPICAL
UG
UNDERGROUND
UH
UNIT HEATER
UON
UNLESS OTHERWISE NOTED
UTIL
UTILITY
UTP
UNSHIELDED TWISTED PAIR
V
VOLTS
VFD
VARIABLE FREQUENCY DRIVE
W
WIRE, WATT
WH
WATT-HOUR
WP
WEATHERPROOF
XFMR
TRANSFORMER
CITY OF ZEPHYRHILLS
GENERAL NOTES
1. THE CONTRACTOR SHALL REFERENCE ALL SPECIFICATIONS AND CONTRACT DRAWINGS FOR
ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES PRIOR TO COMMENCING WORK.
2. THE GENERAL NOTES STATED ON THIS DRAWING ARE APPLICABLE TO ALL ELECTRICAL WORK
UNLESS NOTED OTHERWISE.
3. THE ELECTRICAL WORK SHALL COMPLY WITH THE CURRENT NEC, NESC AND LOCAL CODES
INCLUDING OWNERS STANDARDS AND REQUIREMENTS.
4. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NECA-1 2006:
(STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION).
5. THE SCHEDULING AND DURATION OF ANY SHUTDOWN OF ANY PLANT PROCESS FOR THE
REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SHALL BE
COORDINATED IN ADVANCE WITH THE ENGINEER AND OWNER.
6. ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED FOR THIS PROJECT.
7. ADDITIONAL SYMBOLS NOT SHOWN ON THIS DRAWING MAY BE SHOWN ELSEWHERE ON THE
ELECTRICAL DRAWINGS.
8. ALL 480V SUPPLIED ELECTRICAL EQUIPMENT SHALL HAVE A MINIMUM RATING OF 25K AIC.
9. THE ELECTRICAL DRAWINGS SHOW MAJOR CONDUIT AND CABLE REQUIREMENTS. REFERENCE
ALL EQUIPMENT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
10. THE CONTRACTOR SHALL PROVIDE ELECTRICAL EQUIPMENT WHICH MEETS THE SPACE
REQUIREMENTS. ALL EQUIPMENT SHALL BE INSTALLED SO THAT ALL CODE -REQUIRED AND
MANUFACTURER -RECOMMENDED CLEARANCES ARE MAINTAINED. ALL INSTALLATIONS SHALL
COMPLY WITH NEC 110-26.
11. ALL CONDUCTOR AMPACITIES ARE BASED ON 75'C RATING. THE CONTRACTOR IS RESPONSIBLE
FOR INCREASING THE CONDUCTOR SIZE AS NECESSARY TO MEET THE REQUIREMENTS OF NEC
110-14(C) WHERE TERMINATIONS ARE NOT LISTED AND LABELED FOR USE AT 75-C. THIS
REQUIREMENT APPLIES TO TERMINATIONS IN BOTH NEW AND EXISTING EQUIPMENT TO WHICH
TERMINATIONS ARE MADE AS PART OF THIS CONTRACT.
12. NO SPLICES OR JUNCTIONS TO FEEDER CONDUCTORS OR CABLES SHALL BE MADE WITHOUT
PRIOR APPROVAL OF THE ENGINEER.
13. THE CONTRACTOR SHALL PROVIDE PERMANENT IDENI1RCATION AT BOTH ENDS OF POWER,
CONTROL AND DATA WIRING PER SPECIFICATIONS.
14. CONDUITS SHALL RUN PARALLEL TO LANDSCAPE, MECHANICAL OR STRUCTURAL FEATURES AND
THE BENDS SHALL BE MADE BY LARGE RADIUS CONDUIT FITTINGS. MOST CONDUIT LAYOUTS
ARE NOT AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROPOSE LOGICAL GROUPINGS,
MARSHALLING AND ROUTING OF CONDUITS AND WIRING FOR APPROVAL BY ENGINEER PRIOR
TO INSTALLATION.
15. ALL EXPOSED CONDUIT SHALL BE PVC COATED GALVANIZED STEEL CONDUIT UNLESS
OTHERWISE NOTED OR SHOWN. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO
ARCHITECTURAL AND/OR STRUCTURAL FEATURES UTILIZING CONCENTRIC BENDS AND CONDUIT
FITTINGS.
16. CONDUITS INSTALLED BELOW GRADE SHALL BE DIRECT BURIED DUCTBANK. DUCTBANKS SHALL
CROSS PROCESS PIPING AT 90' ANGLE WHERE POSSIBLE.
17. THE CONTRACTOR SHALL INSTALL CONDUITS AS REQUIRED FOR DIRECT CONNECTION TO
EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS TO ALL EQUIPMENT AND IN ACCORDANCE WITH
THE EQUIPMENT SPECIFICATIONS.
18. THE QUANTITY AND SIZE OF WIRES AND CONDUITS ARE BASED UPON SELECTED STANDARD
COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS WITH PRIOR APPROVAL BY THE
ENGINEER AND WITHOUT ADDITIONAL COST TO THE CONTRACT MAY BE MADE BY THE
CONTRACTOR TO ACCOMMODATE ELECTRICAL EQUIPMENT.
19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL
CONNECTION OF ALL EQUIPMENT INSTALLED OR MODIFIED AS PART OF THIS CONTRACT.
20. THE CONTRACTOR SHALL PROVIDE ALL PULL BOXES, TERMINAL BOXES AND JUNCTION BOXES
AS REQUIRED FOR THE INSTALLATION OF WIRING IN ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS THOUGH BOXES MAY NOT BE INDICATED ON THE DRAWINGS.
21. CONDUIT AND WIRING FOR LIGHTING, RECEPTACLES AND OTHER SINGLE PHASE POWERED
DEVICES ARE GENERALLY NOT SHOWN BUT SHALL BE PROVIDED AS REQUIRED FOR
CONTRACTUAL COMPLIANCE. MULTI -PHASE CIRCUITS SHALL BE PROVIDED WITH DEDICATED
NEUTRAL CONDUCTOR.
22. THE CONTRACTOR SHALL VERIFY AND CONFIRM THE LOCATION OF ALL MOISTURE AND
HAZARDOUS AREA CONDUIT SEALS.
23. ALL SPARE CONDUITS SHALL BE CAPPED AND SHALL INCLUDE 200# TEST POLYPROPYLENE
PULL STRING.
24. STRUT -CHANNEL SHALL NOT BE BENT, DRILLED, CUT OR OTHERWISE MODIFIED TO PRODUCE
FITTINGS, BRACES OR BRACKETS FOR CONDUIT AND EQUIPMENT SUPPORTS.
25. MANUFACTURED STRUT -CHANNEL BRACES, BRACKETS, FITTINGS OR POST BASES SHALL BE
PROVIDED AND INSTALLED WITH ASSOCIATED HARDWARE AND FASTENERS FOR CONDUIT AND
EQUIPMENT SUPPORTS.
26. THE CONTRACTOR SHALL PROVIDE AND INSTALL CONCRETE EMBEDDED LEVELING CHANNEL
SUPPORTS FOR FLOOR MOUNTED EQUIPMENT INCLUDING AUXILIARY SUPPORTS FOR
SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, CONTROL PANELS, ETC., AS REQUIRED.
27. STRUCTURAL MEMBERS SHALL NOT BE DRILLED, CUT, WELDED OR OTHERWISE MODIFIED
WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD.
28. ALL RECEPTACLES SHALL BE GROUND FAULT CURRENT INTERRUPTING (GFCI) RECEPTACLES:
A. SHALL BE RATED FOR 20A AT 120V WITH LED POWER INDICATOR
B. INSTALLED OUTDOORS OR IN PROCESS AREAS, ALL RECEPTACLES SHALL BE
WEATHER PROOF, CORROSION RESISTANT, AND SHALL BE INDIVIDUAL GFCI
DEVICES.
TYPICAL DEVICE MOUNTING HEIGHTS
RECEPTACLES (INTERIOR PROCESS AREAS)
RECEPTACLES (EXTERIOR PROCESS AREAS)
LIGHT SWITCHES
NOTE: DIMENSIONS ARE TO DEVICE TOP UNLESS NOTED OTHERWISE.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
GENERAL NOTES, SYMBOLS.
AND LEGENDS
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
BMW
DESIGNED
BMW
CHECKED
ALA
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
24"AFF
48" AFF
48" AFF
E1
STATUS: REVISION
ISSUE FOR BID
DESCRIPTIONS
•
ARTHUR L. ANCHORS, P.E.
No. 3980 �
www.mckimcreed.com
OHw
REV.NO.
M
�i
BOND GROUNDING
TO FENCE POST AT
EACH CORNER. BOND FENCE
FABRIC TO GROUND RING
8' BLACK PVC COATED
CHAIN LINK FENCE
1 SEAL
t
-y -Zdtz
ARTHUR L. .ANCHORS, P.E.
No. 39804
ANTENNA 10
SEE SHEET M-2
FOR PIPING DETAILS
G G G
! BOND TO WELL
>r CASING PIPE IN I
2 PLACES 5/8*00'111— GROUND ROD
f I
...�cy,
}i, 4 —.� #1/0 GROUND RING
IT 1I 1 rv_
} LPORTABLE OCATION GENERATOR
t
k I
c
V-6
i — GROUND ROD, i
TEST WELL -' I
f
G G 1 G I
t ;
/
BOND EACH GATE TO
6 DOUBLE SWING GATE
! a FENCE w/FLEXIBLE
i GROUND STRAP
I
4#3/0, YC
ELECTRICAL
SERVICE
3
0
WJ
9
Q
i
I
i
10' 0 10' 10'
MEN ME
SCALE: 1 "=10' (Horiz.)
KEYNOTES:
ODFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX
CABLE, ANTENNA GROUND, AND ANTENNA SHALL BE SUPPLIED AND
INSTALLED BY THE OWNER. CONTRACTOR SHALL INSTALL ALL CONDUIT TO
THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER, CONTROL
AND SIGNAL WIRE AS SHOWN TO THE DFS RTU
I
i
peg I
I
Rvi—fw\ _.. 08W__._..__._ _—�_ aNW _ ._._- CfilY---_---- oHat oFdW ' qi
v�1VIIQM&CREED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com J
CITY OF ZEPHYRHILLS I
wj
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL No. 11 ELECTRICAL SITE PLAN
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROD. MGR.
MSL
SCALE
HORIZONTAL:
1"=10'
VERTICAL:
NA
E2
STATUS: REVISION
L ISSUE FOR BID
A
--X----X----:n ---X-
-- - fNftY qiW —
a
fA
I BOND GROUNDING
ITO FENCE POST AT
EACH CORNER. BOND FENCE
FABRIC TO GROUND RING
{ i
SEE SHEET M-1
FOR PIPING DETAILS
I--x-----x------x----x-----x-----x---—x----x-----x------x--
a c c c BOND TO WELL
ANTENNA 10
X CASING PIPE IN
2 PLACES 5/8"x30'L GROUND ROD
1 0 GROUND RING
' ( I
a__
PORTABLE GENERATOR
LOCATION
III , I
8' LACK PVC COATED ! I !! c '
(CHAIN LINK FENCE
I i GROUND ROD
` TEST WELL I
j l I
� t i
i
I
I ! 3
i t I c ! c
I
I I I U J 6' DOUBLE SWING GATE
I
BOND EACH GATE TO
I I I FENCE w/FLEXIBLEh i
GROUND STRAP
I
I
I I
f I
i
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I I I I 4#3/0, 3"C ILK
I
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---X---,— ;----—?;----k----X----X----X—--X----X----X_---�X----a:-- —X--a. i`.--------n=—= i —g-- -- — — — X X — -- X — — — --- X \\— — —X------X----X— -- — — — — --------X--- ---- —
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SEAL
41�.2AtZ
ARTHUR L. ANCHORS; P.E.
No. 3980,4
I3
44
v ED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
kMW
CITY OF ZEPHYRHILLS
N.
M
1
10' 0 10' 20'
SCALE: 1 "=10' (Horiz.)
KEYNOTES:
ODFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX
CABLE, ANTENNA GROUND, AND ANTENNA SHALL BE SUPPLIED AND
INSTALLED BY THE OWNER. CONTRACTOR SHALL INSTALL ALL CONDUIT TO
THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER, CONTROL
AND SIGNAL WIRE AS SHOWN TO THE DFS RTU
--X----X----X----X----X----X----X----X---
X—
f-n.'W
piW
orlW
G!i'W
ONW
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL No. 12 ELECTRICAL SITE PLAN
DATE:
IN
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
1"=10'
VERTICAL:
NA
E3
STATUS: REASION
ISSUE FOR BID
UTILITY SERVICE
480/277VAC, 3f, 4 WIRE
OVERHEAD UTILITY O O TRANSFORMER BANK
METER BASE/
C.T. CABINET
AS REQUIRED
4-#3/0, 3"C
O2 #1
BOND TO WELL CASING
5/8" X 20' COPPER
GROUND ROD (TYP.)
4-#3/0, 3"C
n
200 AMP NEMA 12 WIREWAY
DOUBLE THROW SWITCH
F 3R SOLID NEUTRAL
S.E. LABEL SO N NEMA 3R
L 3-#3/0, #4G, 3"C L 3-#3/0, #4G, 3"C
4#2, 1 #6G, 1.5"C
® 11
RTU ANTENNA TOWER GROUND BACK-UP
POWER CONNECTION
TYPICAL WELL PUMP SINGLE LINE DIAGRAM
SCALE: N.T.S.
SOLID STATE
SOFT STARTER
PCP-101
3-#3/0, #3G, 3"C " (PCP-201)
3-#3/0, #4G, 3 C
D WPGFI
LP-2
_
_,
4
I WPGFI
CHEMICAL PUMP CONNECTION DETAIL
SCALE: N.T.S.
LP-2
I �
RTU-11 (RTU-12)
100) `2
WELL
PUMP
3-#8, #8G, 3/4"C
3-#10, #10G, 3/4"C
15kVA
480V 3�
120/208V, 3�
4-#8, #8G, 1 "C
16 o--L6 01 TVSS
120/208V 3�, 4W
PANELBOARD 'LP'
1-�
14
LP-7
LP-6 I F1 •"
I TFF�N
F1 V g F1 2 3 4 6
LP-2 T
WPGFI - - L
-
LP-3 - _ - LP-5
IN
_- WPGFI 1. WPGFI
(D I-RTU-11 (RTU-12)
t
7
F1 -
8# 4, 3/4"C I
LP-8 �' RTU- (RTU-12) 2#18 TSP, 3/4"C RTU-11 (RTU-12)�
r, ` LP-3 LP-5
FAN
i
F-2
a
WPGFI F-2�
LP-4_ ® E RTU-11 (RTU-12)
iI
i, G G �--
W .` LP-11
TYPICAL WELL PUMP BUILDING POWER PLAN
SCALE: 3/8" = 1'
i SEAL
ARTHUR L APICHORS, P.E.
No. 39804
WELL PUMP
PCP-101 PCP-201
SOFT STARTER
,�,R�U�N
` U
CONTACTS FOR
FUTURE USE
�RUN
RUN
II--
FAIL
H
AUTO MODE
II --
RUN COMMAND
0-
INTRUSION
I i--
FLOW METER
FIT-103(203)
CL2 ANALYZER
AIT-105(205)
POLYSULFATE
FEED SYSTEM
SODIUM HYPOCHLORITE
FEED SYSTEM
EYEWASH STATION
FLOW
12#14, 1#14G, 3/4"C
�-1#18 TSP, 3/4"C
L 1#18 TSP, 3/4"C
L1#18 TSP, 3/4"C
L1#18 TSP, 3/4"C
L2#14, 1 #14G, 3/4"C
DFS RTU
RTU-11 (RTU-1
RTU CONTROL, PROCESS SIGNAL CONNECTIONS
SCALE: N.T.S.
\JAI
�
_ Y i
1 - _ ,- y.
y
15
r�
TO
RTU (RTU-12) ' WELL PUMP STATION
WPGFI ;
LP-13--__.__
i,
12 I LP-11 ;
WPGFI
-- -------- LP-2
F1
LP-9
LP-4 WPGFI
G
PROVIDE 2 POLE SWITCH TO
OPERATE F-2 WHEN LIGHTS ARE ON
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
c�
-G
1-#1/OG COPPER
GROUND RING
I
5/8" X 30' COPPER
GROUND ROD (TYP.)
WELL PUMP BUILDING
ELEC EQUIPMENT LEGEND:
O
METER BASE/C.T. CABINET
O
MAIN DISCONNECT
O3
DOUBLE THROW SWITCH
®
TRANSFORMER DISCONNECT
O
15kVA TRANSFORMER
O6
120/208V 3f, 4 WIRE
PANELBOARD 'LP'
O7
MOTOR STARTER DISCONNECT
®
SOLID STATE SOFT STARTER (PCP-201)
O9
RTU-1 1 (RTU-12)
10
NEMA 12 WIREWAY (LOCATED OVERHEAD)
11
BACK-UP POWER CONNECTION, LEVITON OR PASS & SEAMORE
4100R9W, PS410OR9W
12
CL2 ANALYZER
13
EYEWASH STATION
w
CITY OF ZEPHYRHILLS
120V FROM 'LP'
ANTENNA
COAX CABLE
2"C
Fy-ANTENNA
AND
45 FOOT TOWER
ASSEMBLY WITH MAST
L 2# 14, 1 # 14G, 3/4"C
L2#14, 1#14G, 3/4"C
4#14, 1#14G, 3/4"C
WELL HOUSE FRONT
DOOR INTRUSION
DETECTOR
SIDE DOOR
INTRUSION DETECTOR
SIDE DOOR
INTRUSION DETECTOR
NOTES:
1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NEC, NESC AND LOCAL CODES INCLUDING
OWNERS STANDARDS AND REQUIREMENTS.
2. CONDUIT ASSOCIATED WITH THE WELL PUMP BUILDING SHALL BE AS FOLLOWS UNLESS
OTHERWISE NOTED:
2.1. CONDUIT RUN INSIDE WELL PUMP BUILDING: RIGID PVC COATED GALVANIZED STEEL RUN
EXPOSED
2.2. BELOW GRADE CONDUIT. DIRECT BURIED SCH. 80 PVC CONDUIT (PROVIDE MIN. 12"
SEPARATION BETWEEN TOP OF CONDUIT AND BOTTOM OF BUILDING FLOOR SLAB)
3. ALL RECEPTACLES SHALL BE MOUNTED A MIN. 48" AFF UNLESS OTHERWISE NOTED.
ALL RECEPTACLES SHALL BE INDIVIDUAL GFI RATED DEVICES.
4. CONDUCTORS SHALL BE XHHW-2 STRANDED COPPER UNLESS OTHERWISE NOTED.
5. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC WELD TYPE UNLESS OTHERWISE NOTED.
6. ALL PANELS, JUNCTION BOXES, DISCONNECTS, ETC. SHALL BE ARRANGED TO HAVE BOTTOM
CONDUIT ENTRY ONLY.
7. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR FINAL ELECTRICAL ARRANGEMENT FOR BOXES,
CONDUITS AND ENCLOSURES FOR FINAL APPROVAL.
KEYNOTES:
O1 CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY TO PROVIDE ALL WORK REQUIRED FOR
CONNECTION OF ELECTRICAL UTILITY SERVICES. CONTRACTOR SHALL PAY UTILITY FEES FOR
TEMPORARY POWER CONNECTION REQUIRED FOR CONSTRUCTION PER THE GENERAL
REQUIREMENTS. OWNER SHALL PAY UTILITY FEES ASSOCIATED WITH THE PERMANENT UTILITY
CONNECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE
INSTALLATION WITH UTILITY AND ENSURING INSTALLATION SCHEDULE SATISFIES CONTRACTOR'S
START UP REQUIREMENTS. TRANSFORMER BANK AND PRIMARY CABLE ARE TO BE SUPPLIED AND
INSTALLED BY ELECTRIC UTILITY. CONTRACTOR SHALL PURCHASE METER BASE AND C.T. CABINET
FROM UTILITY AS REQUIRED AND COORDINATE INSTALLATION OF THIS EQUIPMENT WITH THE
UTILITY.
O UNDERGROUND ELECTRICAL SERVICE FROM UTILITY SERVICE POINT TO UTILITY METER AS SHOWN
ON THE SITE PLAN BY CONTRACTOR. ELECTRICAL SERVICE SHALL BE INSTALLED IN DIRECT
BURIED SCH. 80 CONDUIT.
O3 DFS (DATA FLOW SYSTEMS) RTU, ANTENNA TOWER, TOWER BASE, COAX CABLE, ANTENNA
GROUND, AND ANTENNA SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. CONTRACTOR
SHALL INSTALL ALL CONDUIT TO THE RTU AS SHOWN. CONTRACTOR SHALL INSTALL ALL POWER,
CONTROL AND SIGNAL WIRE AS SHOWN TO THE DFS RTU
® INTRUSION SWITCH FOR INTRUSION ALARM. ROUTE 2#14 1" CONDUIT TO DFS PANEL.
O WIREWAY SHALL BE LOCATED TO ALLOW BOTTOM CONDUIT ENTRY TO ALL PANELS.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
TYPICAL WELL PUMP BUILDING
SINGLE LINE DIAGRAM AND
ELECTRICAL POWER PLAN
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROJ. MGR.
MSL
14
HORIZONTAL:
NA
VERTICAL:
NA
E4 I
STATUS: REVISION
ISSUE FOR BID
L
ENCLOSURE: NEMA: 1 G MOUNTING: SURFACE MAIN: 50AMP MB Z MLO ❑
PANEL: LP VOLTS: 120/208V, 3 PHASE, 4 WIRE NEUTRAL: 100% ® 200% ❑
LOCATION: WELL PUMP BUILDING BRACING: 22,000A FULLY RATED FEED: BOTTOM
LOAD SERVED
LOAD (KVA)
BREAKER
BRANCH CIRCUIT
CONDUIT & WIRING
CKT
PH
CKT
BRANCH CIRCUIT
CONDUIT & WIRING
BREAKER
LOAD (KVA)
LOAD SERVED
FA
F B
C
AMP
POLE
AMP
POLE
A
BJRECEPTICLES
WELL PUMP RTU PANEL
0.25
20
1
2#12, 1#12G, 0.75"C
1
A
2
2#12, 1#12G, 0.75"C
20
1
1.08
RECEPTICLES - PUMP ROOM
CHEMICAL FEED PUMP
0.10
15
1
2#12, 1#12G, 0.75"C
3
B
4
2#12, 1#12G, 0.75"C
20
1
0772
- CHEMICAL ROOM
CHEMICAL FEED PUMP
0.10
15
1
2#12, 1#12G, 0.75"C
5
C
6
2#12, 1#12G, 0.75"C
20
1
11SIM
1 0.25
0.25
PUMP ROOM EXHAUST FAN
PUMP ROOM LIGHTING
0.41
20
1
2#12, 1#12G, 0.75"C
7
A
8
2#12, 1#12G, 0.75"C
20
1
CHEMICAL ROOM EXHAUST FAN
CHEMICAL ROOM LIGHTING
0.34
20
1
2#12, 1#12G, 0.75"C
9
B
10
-
20
1
ff=
0.00
E
SPARE BREAKER
EXTERIOR BUILDING LIGHTING
0.10
0.52
20
1 1'
2#12, 1 #12G, 0.75"C
11
C
12
-
20
1
1111IBM
0.00
SPARE BREAKER
CL2 ANALYZER
20
1 1
2#12, 1#12G, 0.75"C
13
A
14
-
20
1
1 0.00
NffjjjffMSPARE
BREAKER
SPARE BREAKER
0.00
20
1
-
15
B
16
-
20
1
0.00
SPARE BREAKER
SPARE BREAKER
0.00
20
1
-
17
C
18
-
20
1
0.00
SPARE BREAKER
SPARE BREAKER
0.00
20
1
-
19
A
20
0.00
SPARE BREAKER
SPARE BREAKER
0.00
20
1
-
21
B
22
30
3
0.00
SPARE BREAKER
SPARE BREAKER
gagggrAlgigM
0.00
1 20
1
-
23
C
24
WEEK=0.00
SPARE BREAKER
TOTAL(S):
1 0.76
1 0.44
1 0.62
1
1 1.33
1 0.72
1 0.25
TOTAL BUS A LOAD: 2.09 KVA
TOTAL BUS B LOAD: 1.16 KVA
TOTAL CONNECTED KVA: 4.12 TOTAL BUS C LOAD: 0.87 KVA
SCHEDULE NOTES:
1. ALL BUSSES SHALL BE PLATED COPPER.
2. ALL BREAKERS SHALL BE BOLT ON AND FULLY RATED .
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
LAMP DATA
BALLAST
VOLTS
MOUNTING
MANUFACTURER
CATALOG/SERIES NO.
REMARKS
NO.
TYPE
NO.
TYPE
WATTS
F1
ENCLOSED NON-METAUC
FLORESCENT FIXTURE
2
32W T8
1
ELECTRONIC
120
63
SURFACE
LITHONIA
HOLOPHANE
DAYBRITE
VRI-2-32-PCL-MVOLT-GEB
CONTROLUME SERIES
V2 SERIES
FIXTURE SHALL BE NON-METALIC WITH GASKETED
POLYCARBONATE LENS.
E1
EMERGENCY FIXTURE
2
8W HALOGEN
120
20
WALL MOUNT
(1 ABOVE DOOR)
LITHONIA
ELT632CNY
W1
WALLPACK
1
10OW
HPS
1
MAGNETIC HPF
120
130
WALL MOUNT
(8 AFG)
LITHONIA
HOLOPHANE
DAYBRITE
TWH SERIES
W4 SERIES
WLM SERIES
FIXTURE SHALL HAVE GLASS LENS AND
INDIVIDUAL FIXTURE PHOTOCELL CONTROL
LIGHTING
FIXTURE SCHEDULE NOTES:
1. REFER TO SPECIFICATION SECTION 16500 FOR ADDITIONAL REQUIREMENTS
2. POLES AND REQUIRED MOUNTING HARDWARE SHALL BE FURNISHED AND INSTALLED FOR ALL POLE MOUNTED FIXTURES.
POLES SHALL MEET 140 MPH WIND LOAD RATING. REFER TO DETAIL ON DRAWING E-108 FOR ADDITIONAL REQUIREMENTS.
3. CATALOG/SERIES NUMBERS ARE SUBJECT TO CHANGE FROM MANUFACTURER
SEAL
12" MAX.
24" MIN.
v
v &CMED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
PVC COATED RIGID CONDUIT
FINISHED FLOOR/GRADE 6" MIN PVC COATED
RIGID GALVANIZED STEEL
2" MIN.
PROVIDE 2" MIN. SEPARATION
BETWEEN ALL CONDUITS
2" MIN.
CONCRETE SLAB
AS APPLICABLE
SCH80 PVC BELOW
BELOW GRADE DIRECT BURIED SCH. 80
PVC CONDUIT REFER TO DUCTBANK
DETAIL FOR ADDITIONAL REQUIREMENTS
TYP. CONDUIT TRANSITION DETAIL
SCALE: N.T.S.
FINISHED GRADE
6" MIN. WARNING TAPE
COMPACTED FILL
DO NOT TAMP DIRECTLY OVER CONDUITS
WITH LESS THAN 12" FILL
—0 0 C
PVC SCH-80 CONDUIT SIZE
AND QUANTITY AS REQUIRED
SELECT COMPACTED BACKFILL CONTAINING NO
MATERIALS OR STONE LARGER THAN 3/4"
DIRECT BURIED DUCTBANK
SCALE: N.T.S.
CITY OF ZEPHYRHILLS
GROUNDING RING TYPE 'TA' EXOTHERMIC
CONDUCTOR WELD MOLD
GROUNDING
TAP CONDUCTOR --"�
EXOTHERMIC WELD 'TA' CONNECTION
SCALE: N.T.S.
CU-CLAD GROUND ROD
TYPE 'GT' EXOTHERMIC
WELD MOLD
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'GT' CONNECTION
SCALE: N.T.S.
REBAR SIZE AS -REQUIRED
TYPE 'RR' EXOTHERMIC
WELD MOLD
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'RR' CONNECTION
SCALE: N.T.S.
TYPE 'RC'
EXOTHERMIC WELD MOLD
REBAR
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'RC' CONNECTION
SCALE: N.T.S.
18"
24" MIN.
11"x18" CONCRETE BOX
WITH TRAFFIC RATED COVER
AND OPEN BOTTOM
FINISHED GRADE
MECHANICAL CONNECTION
U 6" MIN.
#57 CRUSHED STONE
BARE COPPER GROUND
GROUND ROD TEST WELL
SCALE: N.T.S.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
ELECTRICAL DETAILS
CU-CLAD GROUND ROD
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
BMW
DESIGNED
BMW
CHECKED
ALA
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
E5
JATUS: REVISION
ISSUE FOR BID
DATE
AR i°H0' i _: 'AN'0iORS. P.E.
No. 39804 -----
www.mckimcreed.com