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PRODUCTION WELLS No. 11 AND No. 12
VICINITY MAP
WELL SITE IMPROVEMENTS
CITY WORK AUTHORIZATION NUMBER: 1 O�04
ISSUE FOR BID
JANUARY 2012
I
CITY OF ZEPHYRHILLS
LOCATION MAP
Sections-24, 25 Township 25, Range 21
MqKIN4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
Matthew S. Love P.E.
Mckim & Creed Project b
Submitted By
Date Submitted
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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.
I REMO.
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 SIR 54
WESLEY CHAPEL, FIL 33543
(813)862-0522 EXT. 84263
DIGITAL COMMUNITY NETWORKS
PAUL DANA CLARK
3555 PORTER LAKE DRIVE, UNIT 110
SARASOTE, FIL 34240
(941)378-5200
VERIZON FLORIDA INC
MR. DAVID WYNNS
1909 US HWY 301 NORTH
TAMPA FLORIDA 33619
(813) 627-8343
WITHILACCOCHEE 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.
VIE, SEAL
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MATTWeV4jjjJVI1W,"P.E.
No. 66118
SEAL
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44 �N4qKW&O�XED
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 i PLAN AND PROFILE STA 188+28 TO STA 106+8a
6 2 PLAN AND PROFILE STA 186+88 TO STA 112+6&
6 3 PLAN AND PROFILE STA 112+60 TO STA 119+2&
6 4 PLAN ANB PROFILE STA 119+20 TO STA 125+ Ba
6 5 PLAN ANB PROFILE STA 125+80 TO STA 132+ 4-&
6 6 PLAN AND PROFILE STA 132+40 TO STA 135+1 &
6 7. PLAN AND PROFILE STA 199+82 TE) STA 206+
6 8 PLAN AND PROFILE STA 286+48 TO STA 2 13 + - E8 11 "Br-
6 9 PLAN AND PROFILE STA 213+00 TO STA 21 S+E)+
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
F,
DATE:
- I
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
C
GENERAL ABBREVIATIONS
PIPING ABBREVIATIONS
LEGEND
@. AT LN. LANE ARV AIR RELEASE VALVE EXISTING PROPOSED
ABW AUTOMATIC BACKWASH LP LIGHT POLE BFV BUTTERFLY VALVE
A/C AIR CONDITIONER UNIT LS LICENSED SURVEYOR BV BALL VALVE TELECOMMUNICATION BOX
AC ACRES MAS MASONRY Co CLEANOUT
AC ASPALTIC CONCRETE MAX. MAXIMUM Cv CHECK VALVE MAIL BOX
ABD ABANDONED MCC MOTOR CONTROL CENTER D. 1. DUCTILE IRON a00 WATERLINE BLOW —OFF
AL./ALUIV. ALUMINUM MIES MITERED END SECTION DIA DIAMETER
ANCH. ANCHOR MG MILLION GALLONS D. 1. P. DUCTILE IRON PIPE WATERLINE SERVICE
APPROX. APPROXIMATE MIES MILLION GALLONS PER DAY FHA FIRE HYDRANT ASSEMBLY
BLDG. BUILDING MHW MEAN HIGH WATER FL FLANGED POWER POLE
BM. BEAM MON. MONUMENT GV GATE VALVE
BOT./BOTT. BOTTOM NG NATURAL GROUND HB HOSE BIBB CABLE TELEVISION BOX
(C) CALCULATED DATA N. T. S. NOT TO SCALE HDPE HIGH DENSITY POLYETHYLENE
C CHANNEL NO. NUMBER MH MANHOLE LIGHT POLE
C. CONDUIT NP NORMAL POOL Mi MECHANICAL JOINT DECIDUOUS TREES UNLESS OTHWISE NOTED
C. B. CATCH BASIN 0 DIAMETER/PHASE PE PLAIN END
CCR CERTIFIED CORNER RECORD O/A OVERALL PS PUMP STATION TREE DRIPLINE
CHKR CHECKERED OPING. OPENING PV PLUG VALVE
CIR. CIRCLE OR OFFICIAL RECORDS BOOK PVC POLYVINYLCHLORIDE - - ----- 6 PIPE 12" OR LARGER (ABOVE GROUND)
CLIF CHAIN LINK FENCE (P) PLAT BOOK RED. REDUCER 11 ......... ............. ............. ............. .............
PIPE 12" OR LARGER (UNDERGROUND)
CENTERLINE PCCP PRE —STRESSED CONCRETE PIPE SCH SCHECULE
CMP CORRUGATED METAL PIPE PG PAGE Ss. STAINLESS STEEL PIPE SMALLER THAN 12" (ABOVE GROUND)
COL. COLUMN PLCS. PLACES TBIR TO BE REMOVED
CONN. CONN ECTOR/CONNECTION PILS PROFESSIONAL LAND SURVEYOR UE UNDERGROUND ELECTRIC PIPE SMALLER THAN 12" (UNDERGROUND)
CONC. CONCRETE POB POINT OF BEGINNING
COR CORNER POC POINT OF COMMENCEMENT GATE VALVE
CPB CONDOMINIUM PLAT BOOK POT POTABLE
C/T CURB TIE PIP POWER POLE BUTTERFLY VALVE
cu. COPPER PRM PERMANENT REFERENCE MONUMENT io I BALL VALVE 10 1
(D) DEED DATA PROP. PROPOSED
A
D. DEEP/DRAIN PSM PROFESSIONAL SURVEYOR & MAPPER PLUG VALVE
DID DEED BOOK P/T PAVEMENT TIE REDUCER >
DBL. DOUBLE P. V. PLUG VALVE >
DHW. DESIGN HIGH WATER PVMT PAVEMENT MANHOLE
DISCH. DISCHARGE PW POTABLE WATER OM.H.
DN. DOWN R. RADIUS/RISER/RELAY 0-i CATCH BASIN 0 C.B.
DRWY DRIVEWAY RCP REINFORCED CONCRETE PIPE
E. W. EACH WAY REF. REFERENCED TOP OR TOE OFBANK
EA. EACH REINF. R E I N FO R C E D /R E I N FOR Cl N G PIPING, STRUCTURES OR EQUIPMENT TO BE REMOVED
ECMP ELLIPTICAL CORRUGATED METAL PIPE REQ'D REQUIRED
EL./ELEV. ELEVATION RESTR. RESTRAINED
ELEC. ELECTRICAL CONDUIT RLS REGISTERED LAND SURVEYOR CONTOURS 26-
EP EDGE OF PAVEMENT RW; R/W RIGHT—OF—WAY FENCELINE — — — X — — — — X — — — — X_ —
ERCIP ELLIPTICAL REINFORCED CONCRETE PIPE SAN. SANITARY
ETC. AND SO FORTH SEC. SECTION
EXIST. EXISTING SCL SINGLE
EXP. EXPANSION SHW SEASONAL HIGH WATER
(F) FIELD DATA SIR SET IRON ROD J" LB 6113
FCM FOUND CONCRETE MONUMENT SNID SET NAIL & DISC LB 6113
FDOT FLORIDA DEPARTMENT OF TRANSPORTATION SPIRK SPRINKLER
FF FINISHED FLOOR SQ. SQUARE
FIR FOUND IRON ROD SN. SIGN
FIND FOUND NAIL & DISC SIR STATE ROAD SECTION DESIGNATION.
FOP FOUND OPEN PIPE SSMH SANITARY SEWER MANHOLE SHEET WHERE
FPP FOUND PINCHED PIPE S/T SIDEWALK TIE SECTION NAME SECTION IS SHOWN
FRRS FOUND RAILROAD SPIKE STL. STEEL (LETTER ONLY, NO NUMBER)
F/T FENCE TI E STY STORY /I
FT. FOOT S/W; SWK SIDEWALK 7.21
FTG. 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
I N. INCH WIF WOOD FENCE
INV. INVERT W/L WATER LINE
IP IRON PIPE W. L. WATER LEVEL
I R 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
REVISIONS
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MATTHEW S. LOVE, P.E.
No. 66118
SEAL)
4
6 1�6
Nf IM\4& CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. mckim creed. com
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
ABBREVIATION, SYMBOLS AND LEGENDS
r
DATE:
_11�
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QIES
DESIGNED
MSIL
CHECKED
JSL
PROJ. MGR.
MSL
%Z
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
NA
G-2
3TATLIS: REMSION
ISSUE FOR BID
I I I , I � I I I i r i , A.11, t. E 9 1 1. 11,11,14 1, � Al 'I � , d I , � �i 111 � � I I I . __n___T --- I I
1 _ •�tl SEAL
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MA JJ% .E.
N0. 66 ��
SEAL
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3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com J
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
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
DRAWING NUMBER
G-3
STATUS: REVISION
ISSUE FOR BID
.1
746 10' 0 10 20P
N M M M M
SCALE: 1"=10' (Hori
CONRECT-M 1/2* HDPE SAMPLE
STA 105+00, 121' Lr
INSTALLED BY OTHERS
CONNECT TO 12' PVC WM INSTALLED BY OTHERS
N: 14377 06.87
STA. 105+00. 115' LT E: 602799.37
24"x12*REDUCER STA 105+05, 118' LT
67.3'
9 r4RAVEL NTH MIRAFI AS COMfACTED SUBGRADE.
SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-13
0--di 13 13 0 C3 13 13 El 13 13 0 17 IS-\"
F
k
24* PVC
10.09
N%1-
183 BLACKPVC
...... ....... - - - - - - 20.
17-1 .......... "TH 3 STRAND BARBED WtR\E TOP TURNED OUT
COATED CHAIN LINK FENCE
(SEE DETAILF
5.0'
SEE SHEETM-1
FOR WELL HOUSE PLAN
FINISH FLOOR
ELEV. 148.00
kSEE NOIL 2)
52.
ANTENNA PORTABLE GENERATOR
7.gg TION
N: 1437684.20
E: 602826.04 716
MOVE TREE
211i& STA 105+32, 96' LT
0
1W
Al
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E3
R",
1/2- HDPE WATER LINE 2e PVC
—10.0'
5K"N' 1>'Q
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SAMPLE P01147
R15.00
Ow am
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IVIATTHM#9#11MVV��.E.
No. 66118
SEAL)
44
URM4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. mckim creed. com
12' DOUBLE SWING GATE
NOTES:
1
THE 24" PVC WATER MAIN AND 1/2- HDPE SAMPLE LINE
SHALL BE INSTALLED BY OTHERS TO STA 105+00.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
IMPROVEMENTS ON THE WELL HOUSE SITE NTH THE
FOLLOWING EXCEP11ONS: 2e PVC WATER MAIN FROM
RICHLAND ROAD TO STA 105+00, 1/2* HDPE SAMPLE LINE "N"
FROM SAMPLE POINT TO STA 105+00, THE ANTENNA
REMOVE TREE
N-1
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 NTH 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 ANCILLA,�IES.
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. 11 SITE PLAN
F,
DATE:
—IN
FEBRUARY 2012
IVICE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. IVIGR.
MSL
V%
-1
SCALE
HORIZONTAL:
in = 10,
VERTICAL:
NA
C-1 0
3TATUS: REMSION
ISSUE FOR BID
I — - --------- - -T-FFF—, —I __—F I ; i
Ljz� A 11 j, V, F txlay.Wt"J�J.'. � I I I I
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152.7"
RICH�AND ROAD (DIRT)
........................................................... ...............
LL- REV11SIONS
42 . . . . . . . . . .
CONNECT TO 1/2" HDPE SAMPLE
STA 135+1 9/i 27' LT
INSTALLED�BY OTHERS
CONNECT TO 120 PVC WM INSTALLED BY OTHERS
STA. 135+18. 121' LT N: 1437693.90
24-*x12" REDUC�;/ V E: 605817.42
STA 135+23. 124' LT
24" PVC 67.3' go GRAVEL NTH MIRAFI AS COMPACTED SUBGRADE.
SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-13
FA
12' DOUBLE �,SWING GATE
SAMPLE POINT
13
6' BLACK PVC COATED CHffl� LINK FENCE
WITH 3 STRAND BARBED/#IRE TOP TURNED OUT
(SEE DETAIQ X,
PORTABLE GENERATO�
LOCATION
.23
09
50, 101, LT
%
X.
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 NTH THE
FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM
RICHLAND ROAD TO STA 135+00, 1/2" HDPE SAMPLE LINE
FROM SAMPLE POINT TO STA 135+00, THE ANTENNA
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 %RES 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 141.0.
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,
CONCRETE PAD AND ALL OTHER ANCILLARIES.
10' 0 10' 20'
1 0 M M w w
M M M M M
SCALE: 1"=10' (Horiz.)
— — — ---------- . ...........
"p --- - ----- -- - X . . .. .... .... ..... . . X . .... .. . X . . . ..... ..... ----- X ..... ---- ----- ----- X ----- ----- — ----- X ----- ----- --- - ---- X
A
A,
k***,�NIqQM&CREED
444
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
. . . . . .......... .
F, N
DATE: FEBRUARY 2012
MCE PROJ. # 4584-0003
DRAWN QES
DESIGNED BTN
CHECKED JSIL
PROJ. MGR. MSL
K.—I
CHW
__ . .... . . . ...... 140-
. .......................................................
HORIZONTAL:
1" = 10'
VERTICAL:
NA
NG N
IC-11
'STATUS: REMSION
ISSUE FOR BID
-IFI-11 1. F-Fil I i I T_
111,1J. 44111 � " - ___ I — -1 —, � —1 _F__T__F__F_
ILL _'. I =,I I I I I �' .1 �' �1 P_ j � 11. 1 � !
__ __T [F -1 1--- I i T_ ___1_T - __T_ — —
02
12*
MIN.
SST SCREEN
AND BANDS
4x4 WWF
12"
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
#57 WHITE ROCK
SST SCREEN
AND BANDS
.. . . ..... e
gx
�5" N .... ......
A\Z
xm
R
X
�'4
.............
3\ "y
a
s� ffiklle
N, N
N
FINISHED GRADE
4x4 WWF
M A T E R I 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
Vp SHORT NIPPLE, S.S.
9
4
2" x 90' ELBOW, S.S.
10
1 2
12" 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
2" CORPORATION BRASS
15
2
1-1/2" PIPE, PVC, LENGTH AS REQUIRED
16
1 1
1-1/2" x 90' ELBOW, PVC
17
1 1
ICONCRETE SLAB AROUND ENCLOSURE
18
1 1
1#57 WHITE STONE
W
�q
3:--
V)
w3r.
W
X0
0<
MCL
�!w
J W
5�x
z
z10
< 0
0
z
Ld
IL
0
Uj
Of
L
F
I
L
VALVE EXTENSION RODS
PIPE RESTRAINT LENGTHS IN FEET
COMMON FITTINGS
SWING GATE SWING GATE
6' CLEAR OPENING 6' CLEAR OPENING
BARBED WRE ARM 3 STIR. BARBED WIRE-71
TURNED OUT 2 STRAND LINE WIRE TWISTED
—\. 1W/ 4 PT. BARBS 3- O.C. 1-5/8- DIA. TOP RAIL
4" GATE POST -;
1/4"x3/4"
STRETCHER
BAR
xa
2N
38-2"
TYP
2'
61-0.
CHAIN LINK FABRIC
(9 GA) 2- MESH
GROUND LINE
60
DIA.
M A T E R I A L S
ITEM
DESCRIPTION
TYPE
BLACK PVC COATED CHAIN LINK
HEIGHT
a,
FABRIC
9 GAUGE
POST
2-1/2' DIA. - .085 WALL THICKNE
TOP RAILS
1-5/8- DIA. - .080 WALL THICKNESS (MINIMUM)
GATE
(2) 8'H x 6'W SWING iW-E W7-2.375" DIA. - .085 WALL
THICKNESS (MINIMUM)
FRAMEWORK (LOCATED AS INDICATED ON METER
SPEC. SHEET)
FORK TYPE - PADLOCK COMPATIBLE
3 STRANDS OF BARBED WIRE FACING OUT
WATER MAINS - TEST PRESSURE 150 PSI
FITTING TYPE
CONCRETE VALVE f
WITH I.D. TAG
11-1/4'
22-1/20
450
900
DEAD END
FINAL GRADE
2'-0" SQUARE
4"
2v
41
81
20'
45'
CONC. PAD.
all
3000 PSI
6"x6" W1.4xW1.4
611
3'
6'
12'
28'
63'
id, W4�
4* THICK
exO.00,C BLUE
LU
811
4'
7'
15,
36'
82'
fj
(2) INSULATED (12 GAUGE)
POLYETHYLENE
r1j
A.W.G. SOLID OR STRANDED
MAGNETIC LOCATION TAPE
C/)
10"
4v
91
18'
43'
98'
7
COPPER TRACER WIRE TRENCH WIDTH
LLI
(COLOR CODED PER
APPLICATION
MIN. 1' + PIPE O.D.
NATURAL GROUND OR
2:
12"
51
10,
21'
50'
116'
TAPED EVENLY. 4�)
MAX. 2' + PIPE 0.
FINISHED GRADE PER
PLANS
a -
1
6'
13'
261
63'
148'
2011
7'
15'
31'
76'
179'
VALVE TYPE
WATER
q
NOTE 1
24"
91
17'
36'
87'
1 208'
k
WATER, SEWER,
REUSE, ETC.
30"
MIN.
INITIAL BACKFILL
FORCE MAINS TEST PRESSURE 100 PSI
MANUFACTURER
(NOTE 2)
FITTING TYPE
G.V.
UNDISTURBED
I
NOTE-
BEDDING, HAUNICHING, AND
11-1/40
22-1/2'
45'
90,
DEAD END
. .... .. 1:
SOIL
INITIAL BACKFILL LAYERS
UNDISTURBED
EARTH
CLOW
HAUNCHING
SHALL NOT EXCEED 6' OF
4"
11
31
6'
13'
30'
SIZE
BRASS MARKER W/
(NOTE 3)
LOOSE THICKNESS BEFORE
VALVE TYPE, SIZE AND
BEING COMPACTED TO A
6"
2
4'
81
19,
42'
27 TURNS
TURNS TO OPEN
NUMBER OF TURNS
DENSITY OF NOT LESS THAN
lOOX (AASH TO T99) TO A
Lu
N
811
2'
51
10,
24'
55'
LT. TO OPEN
RIGHT OR LEFT TO OPEN
POINT 11' ABOVE THE PIPE (OR
-
U)
re
BEDDING
AS STATED IN THE PROJECT
10,1
31
6'
12'
29'
66'
(NOTE 3)
SPECF1CA-nONS)
W
9:
1211
3'
7'
14'
34'
77'
OPENING DIRECTION
NOTES;
0-
16"
4'
81
18,
42'
99,
1. G-INCH LAYERS AT 1100% MAX. DENSITY PER AASHTO
T99 UNDER PAVEMENT, OR MAX
I
I
12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND.
20"
5'
10,
21'
1 50.
119,
TYPICAL CONCRETE VALVE PAD
2. CLASS 1, 11 OR III SOILS.
24"
6'
11,
24'
58'
139'
5
3. CLASS I OR 11 SOILS (NOT A COMBINATION)
RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING
POLYETHYELENE AND PVC
PIPE
ALONG THE PIPE IN BOTH DIRECTIONS (EXCEPT DEAD ENDS).
6
TRENCH DETAIL
RESTRAINED JOINT TABLE NOTES;
exO.00e BLUE
1. BASED ON DIPRA FOR DIP TYPE 3 SAND
VALVE BOX PAD
FINISH GRADE
(2) INSULATED (12 GAUGE)
POLYETHYLENE
MAGNETIC LOCATION TAPE
COMMON FITTINGS SILT, 3' COVER, 150 PRESSURE. FOR PVC,
SEE DETAIL
4- MIN. (TYP)
A.W.G. SOLID OR STRANDIIED TRENCH WIDTH
MULTIPLY TABLEVALUES BY 1.5.
COPPER TRACER WIRE
MIN. 1' + PIPE O.D.
NATURAL GROUND OR
(COLOR CODED PER APPLICATION
2' + PIPE O.D
FINISHED GRADE PER
PIPE RESTRAINT LENGTHS IN FEET
M A T E R I A L S
TAPED EVENLY. 4')
PLANS
TEES (BRANCH SIDE)
2-12G -NN
Tracer
I
I
ITEM
QUANT.
DESCRIPTION
wires
CAST IRON SLIP TYPE VALVE BOX
..
WATER MAINS - TEST PRESSURE 150 PSI
4* PVC—,X
30- MIN.1 � '..
�': �: � I ., :� - �'::1:::' , ..'
1, 2
NOTE 1
BRANCH SIZE
2
3
)K
6" PIPE, P.V.C. (DR-18)
1
BOX, VALVE SLIP TYPE
3'-0" MIN. COVER
lo
18" Pvc
120
INITIAL BACKFILL LAYERS
3"
OR AS SPECIFIED
. . . . . . . . . . . . .
SHALL NOT EXCEED 5' OF
3"
6'
14'
30'
5
1
HYDRANT TEE, ANCHORING, M.J.
LOOSE THICKNESS BEFORE
6
6" RESTRAINER GLAND (MEGALUG)
BEING COMPACTED TO A
DENSITY OF NOT LESS THAN
4"
2'
ill
28'
44'
7
VALVE EXTENSION ROD, AS NECESSARY (3' MAX. BELOW GRADE)
M.J. GATE VALVE, NTH RESTRAINED
1OOX (AASHTO T99) TO A
LU
6"
1,
2'
22'
40'
52'
JOINTS ON EACH SIDE OF VALVE
POINT V ABOVE THE PIPIE�
MAIN
TRENCH BOTTOM
SHALL BE HAND
NOTE 2)
z
811
11
16'
35'
48'
62'
FIRE HYDRANT
EXCAVATEMD TO
5
10"
1
1
10,
30'
44'
58'
83'
—
—
CLEAR PIPE BEL
UNDISTURBED SaL
0�
12"
1,
11
3'
25'
40'
55,
80'
103'
—
PERPENDICULAR TO THE MAIN
NOTM
1. S-INCH LAYERS AT 100% MAX DENSITY PER AASHTO T99 UNDER PAVEMENT. OR MAX
16"
1,
11
1.
I
14'
I 31'
48'
75'
98'
119,
12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL
UNDER NATURAL GROUND.
20"
1,
1'
1 1-
2'
1 22'
40'
1 69'
94'
116
Z CLASS 1, 11 OR III SOILS.
24"
1,
l'
I V
1-
1 11'
31'
1 63'
89'
ill -
NOTE:
UNDISTURBED EARTH PUSH —ON JOINT
3. MASS I OR 11 SOILS (NOT A COMBINA11ION)
OPERATING NUT TO BE WITHIN 12" OF GROUND
DUCTILE IRON PIPE
RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE TEE ALONG THE
LEVEL MEN COVER EXCEEDS 4'-0" (TYP. ALL
BRANCH FOR THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF RESTRAINED PIPE
VALVES) NTH AN
EXTENSION AND CENTERING DISK.
TRENCH DETAIL
MUST
BE INSTALLED
ON BOTH RUNS OF THE TEE. MEGALUG TYPE RESTRAINERS ARE
VALVE BOX DETAIL
SLIP TYPE
REQUIRED
ON
ALL JOINTS.
RESTRAINED JOINT TABLE
TEES (BRANCH SIDE)
mc W
eAL�
r44r$ OF
10.
MATTHEWS. LOVE, P.E.
No. 66118
I
A
44$�MFM4&CMED
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
DETAILS 1
M^C'r Cr0A0A'nf%k1
I" MAX.
CONCRETE SETTING
F, N
DATE: FEBRUARY 2012
MCE PROJ. # 4584-0003
DRAWN IDES
DESIGNED BTN
CHECKED JSL
PROJ. MGR. MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
,7
6'-0'
11
C-1 21
'STATUS' REVISION
ISSUE FOR BID
--F- I �' , 1 11 ill FF'- , -
Tf
wo
PIPE SADDLE SUPPORT
(GRINNEL) - STAINLESS
I PIPE SUPPORT ADJUSTER
AS REQUIRED (GRINNEL) - STAINLESS
SCH 40 THREADED
STEEL PIPE - STAINLESS
1-1/8" BOLT HOLES
FOR 1" BOLT - STAINLESS
(TYP x 4)
14"xl 4"xl /2"
STEEL PLATE STAINLESS
L
4
ADJUSTABLE PIPE SUPPORT
12$0
31-0"
(MAX)
T_ 1
300"
1 /.�
1" VAC. BREAKER
POT. WATER ONLY
1" HOSE BIBB
(TYP.) SEE DET.
1" BRASS SPRAY NOZZLE
1" SUPPLY
LINE
HOSE RACK ALL
3/16" AL. PLATE
a
WM
3"
50 LF OF 1"0 WHITE L_
WASHDOWN HOSE BY AMAZON
CHICAGO, IL.
710
SAFETY CHAIN 1/2" NTP INLET CONNECTION
(LIMIT CHAIN) SPRING LOADED BALL
CHECK VALVE
SS RESTRAINT HOOK
PACKING NUT
W/ 300 SERIES O-RING
SOLUTIONS TUBE ADAPTER
1" NTP BRASS CORPORATION STOP
, PROCESS PIPE
1 /3 0 -J \— 1/2" SOLUTIONS TUBE
MANUFACTURED BY
SAFE-T-FLO
CHEMICAL INJECTION DETAIL
PROVIDE ALARM SYSTEM CONSISTING
EXP. ANCHOR RACK TO OF FLOW SWITCH AND CONTACTS FOR
CMU WALL AS SHOWN SUPPLY 1-1/4" REMOTE ALARM.
(TYP) NATIONAL
PIPE THREAD
HOSE RACK
1" NPT UNION
1" NPT MALE TO 1" HOSE
THREADED ADAPTER (SEE RIGHT)
BRASS ADAPTER
it IPAI I VAI Vr'
1"0 BALL VALVE MODEL-B-6000 wn-:zr7 r
- BY WATTS. FURNISH 1 " HOSE CONN. (FEMALE)
W/ S.S. BALL, STEM, HANDLE & NUT 1- HOSE THREAD (MALE)
1" ANTI -SIPHON VACUUM BREAKER THREADS INTO 1" VALVE
T
(POTABLE WATER ONLY) OTHERWISE (VERIFY TAP 0 VALVE 1" NPT)
USE 90* BEND
REVISIONS
STAINLESS STEEL
SHOWER HEAD
2" BALL VALVE
HOSE BIBB
3/4" GALVANIZED
2" GALVANIZED
2" CORPORATION
TAPPING SADDLE
RESTRAINED 2" TAPPED PLUG
END CONNECTION
STAINLESS STEEL
OIL FILLED
PRESSURE
GAUGE
CURB STOP LESS CHECK
MANUFACTURED BY FORD WITH LOCK WING AND
COMPRESSION INLET
THREADED CORPORATION STOP
2" 90* ELL STOP
MANUFACTURED BY FORD
POTABLE WATER SERVICE TUBING
TAP AT 45* ANGLE DRISC
DRISCOPIPE 5100 OR ENDOT/YARDLEY
B L
LUE JET, SDR 9, 3408 POLYETHYLENE
TOP CONNEC11ON
SADDLE
SADDLE SHALL HAVE DOUBLE
STAINLESS STEEL STRAPS
WITH EPDXY COATED
DUCTILE IRON BODY.
z x
POTABLE
WATER MAIN
POTABLE WATER CHLORINATION
BRACE
DIAPHRAGM
OR SNUBBER
SIGN
SEE PLAN FOR WIDTH
TUBE DIAMETER AS
SUPPLY 1-1/4"
REQUIRED FOR GAUGE
NATIONAL
EMERGENCY
EQ.
PIPE THREAD
PULL HANDLE
WALL
STAINLESS STEEL
EYEWASH
PETCOCK
MATCH
0
EXIST
0
NPT TAP INTO PIPE
GRADE
BRACE
PUSH PLATE
TE 1-1 /4"
.......... ...................
.... .................... .......
NATIONAL
PUMP
......................... ........... ........... . . .. ......................
..... .. ... ....... .. ...................................... ..............................
................................................... ................ .. -
.. .................... .. ..... . ............................ ....... .... ... ...........
PIPE THREAD
MIRAFII
FOOT PEDAL
a 14E W
SEAL
IMATTHEW S. LOVE, P.E.
No. 66118
SEALI
A
414
4 �NFI<11\4&0�XED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
DETAILS 2
DATE:
FEBRUARY 2012
MICE PROJ.
# 4584-0003
DRAWN
QES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
INA
� C-131
'STATUS: REMSION
ISSUE FOR BID
1 7 , I i� "i '' ifl� " 111;,, ;1 1 � !� T9_ , - I _- I T_ - ___ T___T -I
Side walk
o 0
Rail
Pavt.-
Sod
rl
A
5
4
q)
CL
60:i
2
I
NOTE: Spacings shown in this chart are based on having the ground line at the
upstream barrier at the some elevation as the overflow of the downstream barrier
as hown above. Spacings should be adjusted based on actuolsite performance.
Use 0 f
Type I&
Type
TypeIll
11
�-Consid�r
Ternp�
—Y
50 100 150 200 250 J00 J50 400
Spacing (In Feet)
CHAR T I
RECOMMENDED SPACING FOR SYNTHETIC BALES OR BALE TYPE BARRIERS AND TYPE III SILT FENCE
Limits Of Construction
Sod Silt Barrier
1. 50' Mox.__6=50'Mcx. .1
7/7
Sod Ditch Bottom Inlet
Median Ditch
0' (Typ.)
1-50- 7-- Silt Barrier
ax 5 n, =-mA—fx,. Ditch
Cross Drain
=11111o.
7/7 7771! —7;7
50' Max. - 50' Max. t Barrier
\-Endwall
Sod-l-� I Limits Of Construction
DITCH INSTALLATIONS AT DRAINAGE STRUCTURES
Principle Post Position
(Canted 20' Toward Flow) DotionolPost Positions
Principle Post Position
Post Options: Post Options: (Canted 20' Toward Flow)
Softwood 2!11,7" Dia. Poultry Mesh (20 Ga. Min.)
Softwood 2"x4" JptionalPost Positions Softwood 4" Dic. Or Type A Fence Fabric -0.,
Hardwood IV2 " x IY2 Softwood 4"x4" (Index No. 801 & Section 550
Steell.3J lbs.Ift, -a Hardwood J" Dia. FOOT Spec.)
Steell.33 lbs.Ift. Min.
10' Max.
6'Max. (In Conformance With Poultry Mesh
Filter Fabric Or Type A
Sec. 985 FDOT Spec.) Fence Fabric
Cc iec Filter Fabric
1-7
-PO
Silt Flo w
Filter Fabric (In Conformancel
k 7ji z I Filter Fabric
With Sec. 985 FOOT Spec.)
/L
— — — — — — — — - LF — — — — — 4-/ 6 1 1 Silt Flow
CO I H I
EL E VA TION TYPE III SILT FENCE SEC TION I H I
j Li Li
EL E VA TION SEC TION
1 1 r'c 1 011-
�11L I �If�U V1 VLU�UVIF
Around Ditch Bottom Inlets
SIL T FENCE APPL ICA TIONS
Post Post
Place The End Post Df One Fence Behind
The End Post Of The Other Fence As Shown.
Rotote 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 Flop.
MUM:: 33
PL AN 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 loads are anticipated. Suggested use 5. Silt Fence to be paid for under the contract unit price for Staked Silt Fence, (LF).
is where fillslope is 1-2 or steeper and length of slope exceeds 25 feet. Avoid use where
the detained water may back into trovellanes or off the right of way.
J. Do not construct silt fences across permanent flowing watercourses. Silt fences ore to be
at upland locations and turbidity barriers used at permanent bodies of water. TEMPORARYEROSIONAND SEDIMENT CONTROL
SEAL
3;
0
Jui
4f�
ifloiL
MATTHEWS. LOVE, P.E.
No. 66118
S1
� I Sheet No.
bO 300
I d Ig.
162
A
A WAI
44 �NFIM4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckimcreed.com
Inle t
Temp, Drain
Rock Boas
OPEN
RISER Ditch Ditch
0
Curb & Gutter
Curb & Gutter Sod--� coz
7071( PLAN
I'Min. Recommended
'%"Rock Bags Post
I F I I I j I
PAR TIAL INLET COMPL E TED INLET DITCH BOTTOM INLET
PRO TEC TION AROUND INLETS OR SIA41L AR S TRUC TURES
EL E VA TION
S YN THE TIC BAL ES OR BAL E
TYPE BARRIERS FOR PA VED DITCHES
JAEdge of Shoulder,
Grade Varies Woven Filter Fabric In Absence Df
Established Gross (Approx. 12'x129. — — — — —
IT— Secure Edges By Entrenching And
0/ Grade, Length Varies Sondbcgs Extend Under Bogs and Bales. Fabric
Shal/Meet The Requirements Of
Section 985 Of The Standard
5'Min. Specifications.
dz
Toe Of Slope PLAN
Or Ditch Bottom, PLAN
Grade Varies
SEC TION AA
No te: A I
A
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.
AL ONG FIL L SL OPE
--T
EL E VA TION
II , I , , I . 1*
--50'Gn Centers (7yo.)
As Required (n Flo
PLAN PLAN
Natural Overlap Ends 6'Min
Ground
Fill Slop e Fill Slope
IZ4 4't
EL E VA TION EL E VA TION
To BE USED WHERE THE NA TURAL GROUND TO BE USED WHERE THE NA TURAL 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
1'Min. Recommended Vtvfin. Recommended
Anchor Top Bales To Lower Bales With 2 Stakes Per Bale.
EL E VA TION EL E VA TION
T YPE 11 T YPE I
S YN THE TIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES
NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS
1. Type I and 11 Synthetic Barrier should be spaced in accordance with Chart 1, Sheet 1.
2. Bales shallbe trenched J" to 4" and anchored with 2-1" x 2" eor 1" dic.) x 4' wood
stakes. Stakes of other materialor shape providing equivalent strength may be used if approved
by the Engineer. Stakes other than wood shallbe removed upon completion of the project.
J. Rails and posts shallbe 2" x 4" wood. Other materials providing equivlolent 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 shollbe placed on the upstream side of the fence.
6. Bales to be paid for under the contract unit price for Synthetic Bales, LF. The unit price shallinclude
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
F,
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
QIES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
I SCALE I
HORIZONTAL:
N A
VERTICAL:
NA
I C-141
rSTATUS: REMSION I
ISSUE FOR BID 0
C'4
EL
M
CL
NORTH
1/A-3
3 - REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
NORTH
DESCRIPTIONS
REVISIONS
777'
SEAL
JOHN D. CHRISTIE, AJ.A.
No. ARGO15722
C'4
SEAL)
00
C-4
04
N
2/A-2
N��
1 7*-40P
121-Opp
----- --- --------------------------- 1 /A-3
61.i"
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50-4_" 40-Ot'
112
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1 11
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4'- 6 " .- 3'-6$' _ 2'- 8'p
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MECHANICAL
07
ROOM
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00
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06
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--- - - ------------
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00
3P-6's
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C-7
5' 6
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1
7'�O"
3'-8"
-
P0
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777�7
X
7
0
CHEMICAL
ROOM
16
1-11
N
R
=0
N
A
n 1j
4'-0"
1 - FLOOR PLAN
SCALE: 1/4" = 1'-0"
V-61)
i01-opp
NORTH
2 6'— 8"
0*
ml/=A "-3 010/ A -S2"**
10'-0"
23
4P-Opp
PROJECT INFORMATION
BUILDING CODE DATA
DESCRIPTION OF WORK
• CONSTRUCTION OF A NEW ONE STORY 605 S.F.
MASONRY
OCCUPANCY CLASSIFICATION
U — UTILITY AND MISCELLANEOUS
ADDITION W1 STANDING SEAM METAL ROOF ON
WOOD TRUSSES
ZONING
1ROOAC AGRICULTURAL
LANDUSE
0110 SFR RURAL
• PARCEL ID. 24-25-21-0000-00200-0030
CONSTRUCTION TYPE
V—B
EXISTING BUILDING FLOOR AREA
PROPOSED BUILDING FLOOR AREA
N/A
605 SIF
BUILDING CODE CRITERIA
TOTAL BUILDING FLOOR AREA
605 SIF
GENERAL BUILDING LIMITATIONS (B) 1 STORY — 5,500 SIF
EXTERIOR LOAD BEARING WALLS
NON CONBUSTIBLE
OCCUPANCY LOAD
605 SF/300 = 2 PERSONS
APPLIC
,,ZBLE BUILDING CODES:
MAXIMUM TRAVEL DISTANCE
300 FEET (W/O SPRINKLERS)
FLO BUILDING CODE 200 (W/ 2009
NUMBER OF EXITS REQ'D
NUMBER OF EXITS PROVIDED
TWO
TWO
SUPPLEM
FEMA CODE
"X" OUTSIDE 100YR. AND 500YR. FLOOD PLANS
FLORIDA MEC CAL E 2007
NATIONAL ELECTRI DE NFPA 70
FLA FIRE PREVENT IN DE 2007
2007 NFPA 101 11 SAF CODE
FLORIDA ACC SIBI ITY CODE 07
MAXIMUM TRAVEL
MAX. DEAD END
EGRESS WIDTH PER
MINIMUM CORRIDOR
NOTE: Wil H ALL LOCAL AUTHORITY AME MENTS
DISTANCE TO EXIT
CORRIDOR
PERSON SERVED
AISLE WIDTH
AND /AT SUPPLEMENTS
,,�L/ATEST
300 FEET
20 FEET
0.2/PERSON X 2
44 INCHES
CLASSIF N OF WORK
0.4 INCHES REQ'D
MIN. CLEAR
OPENINGS OF EXIT
MINIMUM
STAIR WIDTH
132 INCHES PROVIDED
FBC 007 NEW
CON ION
DOORS
F_ 32 INCHES
N/A
4,
4 4*
4:* -, � NFM & CREED
3802 Ehrlich Road, Suite 306
Tampa, FIL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www, rn ckim creed. com
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FIL 33542
Phone: (813)780-0000
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
FLOOR & ROOF PLANS
BUILDING DATA
KEYNOTES: (THIS SHT. ONLY)
4" THICK CONCRETE HOUSEKEEPING PAD
9" GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE
- SIMILAR TO GRAVEL DRIVEWAY ON SHEET C-13
STEEL SLEEVE FOR WATER LINES W/LINK SEAL.
COORDINATE SLEEVE DIAMETER W/PIPING
CONTRACTOR & LINK SEAL INSTALLER,
WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-11). REFER TO FAN SCHEDULE SHEET A-4.
CONCRETE WELL HEAD PEDESTAL
CONCRETE PAD
WELL HEAD
1'-4" SLEEVE THROUGH SLAB FOR
1'-0" FUTURE PIPING
6'-8"H SPLIT FACE CMU SCREEN WALL
10# DRY CHEMICAL ABC FIRE EXTINGUISHER,
WALL BRACKET, & 18"H X 4)�"W ACRYLIC ID
SIGN - GRAINGER #5TB42 (RED/WHITE)
CONTROL JOINT (5/A2)
Yx 4" ALUMINUM DOWNSPOUT & PRECAST
CONCRETE SPLASH BLOCK, TYP.
48"L X 26 GAUGE TAMCO ON -RIDGE
VENT (288 sq. in. NFA) PRE -PAINT TO
AMTCH STANDING SEAM METAL ROOF
CONCRETE PAD FOR ANTENNA
5" X 5" ALUMINUM GUTTER W/
3" X 4" ALUMINUM DOWNSPOUTS
24" X 28" PAINTED T11-11 PLYWOOD
ACCESS HATCH ABOVE (COORDINATE W/
TRUSSES) - REFER TO 2/A-4
9%"W PRECAST CONCRETE COPING -
REFER TO KEYNOTE #12 ON SHEET A-2
METAL "Z" FLASHING
2X2 PAINTED CEDAR TRIM
%" PAINTED T11-111 PLYWOOD PANELS (4" O/C
GROOVES). REFER TO REFLECTED CEILING PLAN
(3/A-1) FOR PANEL LAYOUT
PETERSEN ALUM. CORP. 0.040" ALUMINUM
SNAP -CLAD 7M STANDING SEAM ROOF PANELS
INSTALL PER FL. APPROVAL #10277.1.
COLOR=SELECTED BY OWNER FROM MANUF.
STANDARD COLORS
OUTSIDE FACE OF CMU WALL BELOW, TYP
4"0 CONC. FILLED STEEL PIPE BOLLARD W/
PVC COVER (REFER TO DETAIL 6/A-2)
ROOM FINISH LEGEND:
L
(TYP. 8'-8" FINISHED CEILING HT.) U.N.O.
v = 114 v 114 r_
1 = PAINTED WOOD
WALLS
0 = CMU, PAINTED
FLOOR
0 = SEALED CONCRETE
1 = CONCRETE COATING
BASE
0 = NONE
SYMBOL KEY:
LOUVER KEY (SEE LOUVER
SCHEDULE SHT A-4)
DOOR KEY (SEE DOOR SCHEDULE
SHT. A-4)
ROOM
NAME
ROOM NAME & NUMBER
Fl-b-b -1
9
NOTE KEY
10 0X0A �-2
ELEVATION KEY
SECTION KEY
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
r
DATE:
_1*1
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
3TATUS: REVISION
ISSUE FOR BID
N
�2
C'
114
N
0
N
:E
L
DESCRIPTIONS
LL REVISIONS
2/A-4
3 - EAST ELEVATION
SCALE: 1/4" = 1'-0"
4 - WEST ELEVATION
SCALE: 1/4" = 1'-0"
L_ / r1i _r
SEAL)
JnN D,'CHRISTIE, Alk
No. AR0016722
SEAL)
KI/I r' A M
k-
6" DIA. STIL. PIPI
FILLED WITH 300
(PAINTED YELLOV
R
_�r)r)n PCZI r,
I I -
MIN. D�.
6 - BOLLARD DETAIL
SCALE: 1/2" = V-0"
4
NTM&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EBOD06691
www.mckimr,reed.com
1 - SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2 - NORTH ELEVATION
SCALE: 1/4" = 1p-Opp
1/4" END PL
1 IA -A
1/A-4
I IA -A
1/A-4
CONTINUOUS HORIZONTAL
REINFORCING
30# FELT BOND BREAK
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.
WWWW"WWW"M
N
a
0F w WE
I
�_�WEATHER - TIGHT
COMPRESSIBLE MATERIAL
BACKER ROD AND SEALANT
5 - CONTROL JOINT (CJ) DETAIL
SCALE: 1" = 1'-0"
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
KEYNOTES: (THIS SHT. ONLY)
4" THICK CONCRETE EQUIPMENT PAD
REINFORCED CONIC. 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.
APPROVAL #10277.1. COLOR=SELECTED BY OWNER FROM
MANUF. STANDARD COLORS
WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-1). REFER TO FAN SCHEDULE SHEET A-2.
48"L X 26 GAUGE TAMCO ON -RIDGE VENT (288 sq. in.
NFA) PRE -PAINT TO AMTCH STANDING SEAM METAL ROOF
�g YX 4" ALUMINUM DOWNSPOUT
8' SPLIT FACE CMU
8" SPLIT FACE CMU LINTEL, TYP.
�9 6'-8"H SPLIT FACE CMU SCREEN WALL
�5 CONCRETE PAD
U1 CONTROL JOINT (5/A-2)
9 5/8" PRECAST COPING BY MODERN PRECAST (866-466-1374)
PROVIDE STRAIGHT, CORNERS & END PIECES. OWNER TO SLECET
FROM MANUF. STANDARD COLORS
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.
F,
DATE:
-%4
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
DESIGNED
GCF
CHECKED
JSL
PROJ. IVIGR.
MSL
SCALE
HORIZONTAL:
1/4"=V-0"
VERTICAL:
N/A
A-2
tTATUS: REVISION
ISSUE FOR BID 0
F 7_1 T11 z" F I
t
N
Ln
�2
0
-N,
0
3 - WALL SECTION
SCALE: 1" = V-0"
k
SEAL)
SEAL)
1 - BUILDING SECTION
SCALE: 1/2" = V-0"
2 - BUILDING SECTION
SCALE: 1/2" = V-0"
46
4e4**,�NVIDDIIIIIIIII&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
CITY OF ZEPHYRHILLS
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)
4" THICK CONCRETE EQUIPMENT PAD
REINFORCED CONC. SLAB ON 6 MIL POLY VAPOR
\�� BARRIER, W/BROOM FINISH
PETERSEN ALUM. CORP. 0.040" ALUMINUM SNAP —CLAD —
STANDING SEAM ROOF PANELS INSTALL PER FL. APPROVAL
#10277.1. COLOR=SELECTED BY OWNER FROM MANUF.
STANDARD COLORS. REFER TO SPECIFICATION 07410 —
PREFORMED METAL STANDING SEAM ROOFING ON SHEET A-4.
WALL MOUNTED CENTRIFUGAL EXHAUST FAN
(EF-1). REFER TO FAN SCHEDULE SHEET A-2.
48"L X 26 GAUGE TAMCO ON —RIDGE
VENT (288 sq. in. NFA) PRE —PAINT TO
MATCH STANDING SEAM METAL ROOF
YX 4" ALUMINUM DOWNSPOUT
PRE—ENGINEERED WOOD TRUSS
�g V-4" SLEEVE THROUGH SLAB FOR V-0" FUTURE PIPING
8'—O"H SPLIT FACE CMU SCREEN WALL
10# ABC FIRE EXTINGUISHER (WALL MOUNTED) & ID SIGN
CONTROL JOINT (A2)
9%" PRECAST COPING BY MODERN PRECAST
(866-466-1374) PROVIDE STRAIGHT, CORNERS & END
PIECES. OWNER TO SELECT FROM MANUF. STANDARD COLORS
Al—,\ PAC —CLAD .032 ALUMINUM DRIP EDGE —MATCH ROOF PANEL
COLOR
PAC —CLAD .032 ALUMINUM WRAPPED 2X6 PRESSURE
TREATED FASCIA BOARD —MATCH ROOF PANEL COLOR
PETERSEN ALUM. CORP. .032" ALUMINUM PAC-850, HALF
VENTED SOFFIT PANEL SYSTEM. INSTALL PER FL.
APPROVAL #4483. COLOR=WHITE
METAL "Z" FLASHING
2 X 2 PAINTED CEDAR TRIM
%" PAINTED T1-11 PLYWOOD PANELS (4" O/C GROOVES).
REFER TO REFLECTED CEILING PLAN (3/A-1) FOR PANEL
LAYOUT
APA RATED V EXTERIOR PLYWOOD SHEATHING — GRADE
B—C & 3�16 SPAN RATING
W.R. GRACE "ICE & WATER SHIELD T. UNDERLAYMENT
OR APPROVED EQUAL
GROUT FILLED CELLS
SPLIT FACE CMU LINTEL —REFER TO STRUCTURAL DRAWINGS
2 X 4 SOLID WOOD BLOCKING, TYP. 0 PANEL JOINTS
BLOK—FLASH@, REFER TO SPECIFICATION SECTION
07280 — CMU DRAINAGE SYSTEM ON SHEET A-4
DRAINAGE MAT, REFER TO SPECIFICATION SECTION
07280 — CMU DRAINAGE SYSTEM ON SHEET A-4
SYMBOL KEY:
<� LOUVER KEY (SEE LOUVER SCHEDULE SHT. A-4)
8 WINDOW ABOVE KEY (SEE WINDOW DETAILS SHT. A-4)
0 DOOR KEY (SEE DOOR SCHEDULE SHT. A-4)
ROOM
NAME ROOM NAME & NUMBER
F1 _bb J
NOTE KEY
#*1Z A �—1 ELEVATION KEY
SECTION KEY
DETAIL KEY
ELEVATION
F
DATE:
_01�
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
JC3/JDC
DESIGNED
JDC
CHECKED
JSL
RROJ. MGR.
MSL
%
j
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
N/A
�_G
A-3
STATUS: REVISION
ISSUE FOR BID
I RUM.
6GKN D. CHRISTIE, A.I.A.
No. AR0016722
www. m ckim creed. com
Tr
j:7TTn _'T __ I I __F_ I _T I F _1 T� th'', il A I �[ I i ___2
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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 /CON STRU CTI ON 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 FIR
AMING (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 NTH AWPI LP-2. OSMOSE K-33 AT
0.45 PCIF RETENTION OR WOLMAN CCA AT 0.75 PCIF 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
THE CORE CAVITY ABOVE THE PANS WHICH WILL SUSPEND MORTAR
1.4 SUBMITTALS
3.1 PREPARATION
DROPPINGS IN THE CORE ALLOWING MOISTURE TO FLOW DOWN THE
A. PRODUCT DATA: CATALOG CUTS, INSTALLATION DETAILS AND
A.
VERIFY ITEMS PROVIDED BY OTHER SECTIONS OF WORK ARE PROPERLY
INSIDE FACE OF THE BLOCK AND INTO THE PAN.
SPECIFICATIONS FOR ALL MATERIALS.
LOCATED.
G.
TOOL ALL HEAD AND BED JOINTS AND REMOVE ANY OBSTRUCTION FROM
B. SAMPLES: OF DRAINAGE PANS WITH DRAINAGE MATTES INCLUDED.
3.2 INSTALLATION OF DRAINAGE SYSTEM
THE WEEP SPOUTS.
1.5 DELIVERY, STORAGE, AND HANDLING
A.
LAY THE COURSE(S) OF BLOCK BELOW THE DESIRED FLASHING LEVEL
H.
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.
1.
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
- PRODUCTS
TO FORM DOUBLE THICKNESS AND SHALL BE LAPPED 6'p OVER THE
A. ROOF SYSTEM SHALL BE DESIGNED TO MEET FLORIDA BUILDING CODE
2.1 PANEL
DESIGN
METAL OF ANY VALLEY OR BUILT-IN GUTTERS AND SHALL BE INSTALLED
WIND LOAD REQUIREMENTS.
A.
GENERAL: PROVIDE FACTORY -FORMED METAL ROOF PANELS DESIGNED
B. PANELS TO MEET:
TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE
AS REQUIRED BY THE STANDING SEAM PANEL MANUFACTURER TO
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 WEATHERTIGHTNESS WARRANTY.
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 MANUFACTURIER'S
FACTORY -APPLIED FINISH WITHIN SPECIFIED WARRANTY PERIOD.
THIS PROJECT; NO INSTALLER -OWNED OR INSTALLER- RENTED MACHINES
STANDARD, AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
D. EXPOSED PANELS FINISH - DETERIORATION INCLUDES THE FOLLOWING:
WILL BE PERMITTED. IT IS THE INTENT OF THE ARCHITECT TO PROVIDE
1. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED
FACTORY- MAN UFACTU RED PANEL SYSTEMS ONLY FOR THIS PROJECT.
PART 3 - EXECUTION
ACCORDING TO ASTM D 2244
2.2 ACCEPTABLE MANUFACTURERS
3.1 INSPECTION
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
3.2 FASTENERS
HAVE BEEN CORRECTED.
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
4
M & C U E D
4;*P
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. rn ckim creed. com
LOUVER SCHEDULE
MARK
MANUFACTURER
MODEL NUMBER
LOUVER SIZE (WxH)
FREE AREA
MATERIAL
FL APPROVAL No.
NOTES
LV- 1
RUSKIN
ELC6375DXD
5y-41P x 2P-01P
44%
ALUMINUM
19232.1
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
1P
1-3
EF-1
COOK ACWD
10OW15DH
CHEMICAL ROOM
WALL EXHAUST
650
1550
9.6
.25
159
1/8
1 20V
1P
1
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
HDW
APPROVAL
REMARKS
SIZE
DETAILS
N 0.
LABEL
MANUFACTURER
MODEL #
MAT'L.
TYPE
GLAZING
MAT'L.
TYPE
SET
#
WIDTH
HGT.
M.O.
THK.
HEAD
JAMB
SI LL
N/A
SPECIAL-LITE, INC
SL-17
PR. S-21P
7P-20F
6'-8" x
7'-4"
1 3/4"
FRIP
D1
LAM
ALUM
F1
H-1
J-1
S-1
HW-1
9875.2
@
N/A
SPECIAL-LITE, INC
SL-17
S_0"
7'-2"
3'-4" x
7'-4"
1 3/4"
FRP
D1
N/A
ALUM
F-1
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-11HD
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 TS93-51PTHO ANSI 689
HM
STL
= HOLLOW METAL
= STEEL (GALVANIZED)
2
CLOSERS:DORMA TS93-5PTHO ANSI 689
1 THRESHOLD: SPECIAL-LITE THRS-4
PACKAGE 315CR
1
THRESHOLD: SPECIAL-LITE THRS-4
1 SPECIAL-LITE WEATHERSTRIPPING
N/A = NOT APPLICABLE
I
2
SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR
DRAINAGE
MAT
BLOK-FLASHO
SPLIT FACE
CMU
SEALANT
(TYP)
SPLIT FACE
CMU
SEALANT
(TYP)
a" CMU
SEE STRUCT. FOR
LINTEL REINF.
8" CMU LINTEL
SEALANT
(TYP)
�4
HEAD (H-1)
SEALANT
(TYP)
SEE STRUCT.
FOR REINF.
MASONRY
ANCHORS PER
MANUF. FIL
APPROVAL
INSTRUCTIONS, TYP.
JAMB (J-1)
SILL (S-1)
TYP. EXTERIOR DOOR
SEALANT
(TYP)
3 HEAD, JAMB & SILL DETAILS
SCALE: 1 1/2" 1'-0"
HEAD (H-2)
JAMB (J-2)
SILL (S-2)
TYP. LOUVER
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
SEE STRUCT. FOR
LINTEL REINF.
8" CMU LINTEL
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 0 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)
00
C14
10
TYPE D1
2?p 2"
N
TYPE F1
3'- 0"
C14 C14
TYPE D2
2" 2"
3P-Opp
C4
TYPE F2
TYPES
1 DOOR & FRAME
SCALE: 1/4" 1'-0"
2 ATTIC ACCESS DETAIL
SCALE: 1 1/2" 1'-0"
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
BUILDING DATA & NOTES
-ENGINEERED
TRUSS
�OOD FRAMING
TED T11-111
'OOID CEILING
TED 1 x3 WOOD
..�TED T11-11
PLYWOOD ACCESS
HATCHIPANEL
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
JC3/JDC
DESIGNED
JDC
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
3TATUS: REVISION
ISSUE FOR BID
I I Til [T' -r- FTU�TF
6i
0
C>
00
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 wl 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 STEEL 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 THWID 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 & FABRICATING 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:
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 11, GRADE 2, CLASS 8 AND C WITH A MINIMUM
BOND STRENGTH OF 1900 PSI.
1.) SIKA ARMATEC 110 EpoCem OR AN APPROVED
EQUAL.
REV. NO. DESCRIPTIONS DATE
V, REVISIONS i
___ I I qA_�Ik'
WILLIAM F BAND, P.E.
No, 67838
6.0 GROUT
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.
8.0 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 DESIGN, 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 �AVING 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
8.16 FABRI CATOR/CON TRACTOR 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 AWMINUM
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 FAB RI CATOR/CON TRACTOR 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 REVID 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.
41k
4 MC I
1#
'M
&CREED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
M
DESIGN LOADS:
LIVE LOAD:
ROOF:
10.9. TRUSS CONNECTORS AND TRUSS ANCHOR TIES SHALL SNO*
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
CONIC. MASONRY UNIT
O/F
OUTSIDE FACE
CONC.
CONCRETE
O/H
OVERHANG
CONN.
CONNECTION
0/0
OUT TO OUT
CONST.=
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
THIK.
THICK
EXP.
EXPANSION
THIK'D
THICKENED
EXTR.
EXTERIOR
T.O.
TOP OF
FDN.
FOUNDATION
TYP.
TYPICAL
FRMG.
FRAMING
U. N. 0.
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 111, IMPORTANCE FACTOR (1w): 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
ZONE3
= 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 STUICTURES (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
CONC. MASONRY BLOCK
BRICK VENEER
CONC. WALL, PAD, ETC.
GROUT
GRATING
DETAIL OR SECTION
NUMBER/SHOWN ON SHEET
PROJECT NORTH
ELEVATION DATUM
STEP IN FOOTING ELEVATION =
ELEVATION NUMBER/SHOWN
ON SHEET
'006 Nbl,
NORTH
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
ASTIM
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
F,
DATE:
-1*14
JANUARY 2012
MCE PROJ. #
4584-0003
DRAWN
WF8
ESIGNED
WFB
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
S1
3TATUS: REMSION
ISSUE FOR BID
01 1
171
0
z
0
L)
0
1�1
0
00
- I
C-4
N
0)
0
7:
Q
Ld
Uf
0
0
171
2
0
z
00
00
- I
0
9
INE:
I z 0-
0 0
Ln
F-
00 L__j
26'-8" (0/0 CONIC.), lot-81t
(0/0 CMU)
4'-0" (REF. ARCH. DWG's) 41-0s' 63-819
E.O. C.I.P. REINF. CONIC. FTG. 8" "SPLITFACE" CMU REINF. w/
8" SLAB -ON -GRADE REINF. w/ 49-801 (TYIP.) #4 BARS @ SPA. 4'-0" O.C.
#4 BARS SPA. 0 8" O.C. EA. WAY WELL--__--�5 (GROUT FILL CELLS w/ REINF.)
(0 MID -DEPTH OF SLAB) TS2 9.S2 4)-501 OLT.O. CONC. FTG.
2.S2 [REF. NOTES 1, 3, 5 & 7] 'f EL -0'-8" (146.83)
(TYP.)
117- SLAB REINF. w/ 90* HOOK @
THK'D T/D (TIE TO BTM. REINF.)
REF. NOTE 8 [TYP. EA. END]
LO
mew-;_ - - - - - - - - - - - - - - - - - - - - - --
OILT.O. CONC. PAD (L.P.) D T.O. CONIC. SLAB
f Tdq"
PIPE SLEEVE C14 `(EL 0'-0" (147.50')
EL -0'-04" (147.46') V) WELL bou
.1 [REF. PLAN]
CD 0 &
8.S2 1 0
T.O. CONIC. SLAB 17_1L 01
EL 0'-0" (147.50') 4T.O. CONC. PAD (H.P.
TYP. U I N.O.] `r EL 0'- 0" (1147.501 F
WALL
VERT. WALL REINF. & DWL.'s CTR'D IN WALL
(SHOWN OFFSET FOR CLARITY)
#4 DOWEL w/ STD. 90* HOOK,
SPA. 0 4'-0" O.C., SPLICE
2'-0" (MIN.)
20-011
(SPLICE LENGTH)
Do -Z
<
_j
INTR. SLAB -ON -GRADE
0-
(REF. PLAN)
Ll�
A
0
M2 04
4�
1 11 A \--LAYER OF#57 STONE
S
10 (COMPACTED)
PIPE SLEEVE
CNIi (3 0 #4 "Z"-BARS SPA. 0 V-4" O.C.
z 3" CLR.
I L - - - - - 0
- - - - - - - - - - - - - . . . . . . . . . . . . . . . . (TYP.) 0 (TYP.) (2) CONT. #5 BARS
1 0 __1 (EQ. SPA.)
T.O. CONIC. PAD (L.P.) 0
- --- - - - - - - - - - - --- - - - - - EL -C-01" (147.46')
co
3.S2 T 0. 1 2 SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D
OIL T. 0. CONIC. PAD (L.P.)
'-r E L - 0'- 1 " (1147.42') C-4
[)F7 -0 C-4 SCALE: 1/2" = V-0"
8" CMU WALL (TYP. U.N.O.)
REF. NOTE 6
OL T.O. CONC. PAD
'-r EL 0'- 4" (147.83') 4.S2 T.O. CONC. PAD (H.P.)
EL 0'-0" (147.50')
L I - - - - - - - - - - - -
F_
_j
V)
L_F - - - - -- - -
5.S2 (TYP.)
T T.O. CONIC. PAD (L.P.)
EL -0'-0j" (147.45')
91-8$$ a 1- 6'0
26'-8" (0/0 CONC.)
171
C14
V)
C-�
40 Aoonoo"�
1 - PLAN - PUMP STATION FOUNDATION
SCALE: 1/4" = V-0"
FOUNDATION PLAN NOTES: NORTH
mm
E.O. C.I.P. REINF. CONC.
SLAB -ON -GRADE THK'D T/D
& O/F CMU WALL ABOVE
(TYP.)
E.O. C.I.P. REINF. CONC.
"ENTRY PAD"
SLAB -ON -GRADE THK'D T/D
6" SLAB -ON -GRADE REINF.
w/ 6x6-W2.9xW2.9 W.W.F. @
MID -DEPTH OF SLAB (TYP.)
FREF. NOTES 1, 2 & 31
WALL
P.S. EXTR. CMU WALL
(pp-wwn)
WALL
VERT. WALL REINF. & DWL.'s CTR'D IN WALL
b
8" CMU REINF. w/ #4 BARS (SHOWN OFFSET FOR CLARITY)
SPA. 0 2'-0" O.C.
(GROUT FILL CELLS w/ REINF.)
#4 DOWEL w/ STD. 90* HOOK,
J.- SPA. @ 2'-0" O.C., SPLICE
2'-0" (MIN.)
ALTERNATE HOOK DIR 2'-Opt
EVERY OTHER DWL. 00 z
(SPLICE LENGTH) <
#4 BARS SPA. 0 V-4" O.C. [TYPj _j
T.O. CONIC. SLAB
(REF.
PLAN)
LIJ
EL 0'-0" (147.50')
[REF. PLAN]
4
rD
4
2
0
LAYER OF #57
(COMPACTED)
STONE
[TYP.]
v-0" 1'-o"
SIDE SLOPE
(TYP.
N. S. & F. S.)
2'- 0-
(3) CONT. #5
BARS
(EQ. SPA.)
3 - SECTION -
INTR. WALL FTG.
SCALE: 1/2" = V-0"
il.�16
EXTR. GRADE 4" THK. EXP. JT. MATL
(FULL WIDTH OF ENTRY PAD) [TYP.]
SLAB -ON -GRADE ENTRY PAD
#4 "STRAIGHT" BAR DWL's 2'-0" LONG &
(REF. PLAN) [TYP.] SPA. @ V-0" O.C. (EMBED 1'-0" IN SLAB) -
00 z
[GREASE ENTRY PAD E.O. BAR] <
SL. _j
(NOT SH_ �y) INTR. SLAB -ON -GRADE 0-
OWN FOR CLARITY)
ILL
[REF. PLAN] (REF. PLAN) Li
T.O. CONC. SLAB Of
'Y EL VARIES X--�sX-X-X-X_
(REF. PLAN) 0 oil
0
LAYER OF #57 STONE
(COMPACTED) LAYER OF #57STONE
(COMPACTED)
REF. SECTION 5.S2 FOR
ADD'L SLAB -ON -GRADE P.S. SLAB -ON -GRADE THK'D T/D
ENTRY PAD INFO (REF. SECTION 2.S2)
4 SECTION - TYP. E.O. SLAB THKD T/D / ENTRY PAD
SCALE: 1/2" = 1'-0"
#4 DOWELS
w/ STD. 90' HOOK
1.
REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S
SPA.
0 2'-0" O.C.
SLAB -ON -GRADE T.O. CONIC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29.
(ALTERNATE HOOK DIR.
EVERY
OTHER BAR)
REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION.
CONT. CHAMFER @ PERIMETER OF
'r
#4 BARS SPA. 0 10" O.C. EA. WAY
[SPLICE 2'-0" (MIN.)
w/
WALL REINF.]
2.
GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (±) REFERENCE CIVIL DRAWINGS
,D
(3) OPEN SIDES OF PAD
@ MID -DEPTH OF THE PAD
FOR ADDITIONAL INFORMATION.
(TYP. EA. PAD)
j4T.O. STONE
3.
PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT
#3 DOWELS wl STD. 90' HOOK
1"EL -0'-l" (147.42')
[N.S.]
GEOTECHNICAL REPORT.
INTR. SLAB -ON -GRADE
SPA. @ V-8" O.C. EA. WAY,
EL -0'-6" (147.00')
[F.S.]
4.
PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL,
(REF. PLAN)
ANCHOR TO SLAB wl HILTI
ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO
HY150 INJECTION ADHESIVE &
REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT
�,T.O. CONC. PAD
'V
EMBED 2j" (MIN.) IN TO THE
-LT.O. CONIC. FTG.
EITHER SHOWN OR NOT SHOWN.
EL 0'- 4" (147.83')
SLAB -ON -GRADE
7EL -0'-8" (146.83')
5.
REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF
[REF. PLAN]
[REF. PLAN]
ANCHORING EQUIPMENT TO THE P.S. FOUNDATION SLAB.
6.
C.I.P. REINFORCED CONCRETE SUPPORT SLAB/FOOTING FOR ANTENNA TOWER. BOTH THE
T.O. CONIC. SLAB
<
ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED BY OTHERS.
EL 0'- 0" (147.50')
1 2
REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
[REF. PLAN]
4
7.
REFERENCE ARCH. DWG's & PROJECT SPECIFICATIONS FOR BELOW SLAB -ON -GRADE
VAPOR BARRIER REQUIREMENTS, VAPOR BARRIER CALL -OUTS NOT SHOWN ON "S"-DWG.
1.)
ID ID
z
_j
00111111
EN
Ll
8" "SPLITFACE" CMU WALL
REINF. w/ #4 BARS SPA. @ 2'-0" O.C.
GROUT FILL ALL REINF. CELLS
(FULL WALL HT.)
(5) CONT. #4 BARS EQ. SPACED
(T&B)
#4 BARS SPA. @ 8" O.C.
(T&B)
4A
OC, L)E_I/-%IL,) FUr% kwLMRI1 1. ILL 3" CLR.
8. C.I.P. REINIFFORCED CONCRETE AT EXISTING WELL HEAD. W
9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. LAYER OF #57 STONE CO (TYP.) 4f-O"
(COMPACTED) [TYP.]
6 - SECTION - TYP. E.O. FUTURE TANK HOUSEKEEPING PAD 7 - SECTION - THRU SCREEN WALL FTG.
S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = V-0- SCALE: 3/4" = V-0"
UKUUI 6C INILU�'NLINIL
ASSEMBLY (REF. MECH.
GASKET
DWG's)
PIPE CAULK & SEAL (CONT.)
J" VERT. CHAMFER
CASING & WELL HEAD ASSEMBLY
CONT. J" CHAMFER
8" "SPLITFACE" CMU WALL (TYP. EA. CORNER)
(TYP. ALL AROUND)
(REF. PLAN)
#5 DOWELS EQ. SPA. @ 6 0. C.
[REF. TS2 FOR WALL REINF.]
(7 EA. FACE)
[TYP. EA. WALL]
,-�T.O. CONC.
'I'EL
#5 D OWELS w/ STD. 90' HOOKS
0)
4 <
-WELL CASING (24' -0 (MAX.))
2'-0" (149.50f)
SPA. @ 6 " 0. C.
REF. MECH. DWG s
REF. PLAN & TS2 FOR
3" CLR.
#5 TIES SPA. @ 6 " 0. C.
CASING & WELL HEAD ASSEMBLY
GRAVEL REQ's (TYP-)
(TYP.)
(INSTALL IN FTG. AS SHOWN)
[REF. DETAIL 10.S2]
#5 "PERIMETER" TIES
CMU WALL FTG.
SPA. @ 6" O.C.
(REF. 7.S2 FOR REINF. (T&B)l
[TYP. EA, WALL FTG.]
#5 "CORNER" TIES
SPA. @ 6" O.C.
(2) #5 BARS EA. SIDE OF
�T
(135- BAR BEND EA. END)
_j
WELL CASING (EQ. SPA.)
3 CLR.
FT&B1
(TYP.)
1 19-990
r
E.O. WALL FTG. BE) 01- WELL CASING ASSEMBLY 39- 6"
(TYP.) (REF. MECH. DWG's)
9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CON 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES
SCALE: 1/2" = 1$-O$s SCALE: 1/2" = ls-019
REV.NO., DESCRIP'nONS DATE
IQ REVISIONS
SEAL)
v
WILLIAM F. BAND, P,E.
No, 15/838 1
MCKW&CRIED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
7
w
_j
U M
SLAB -ON -GRADE ENTRY PAD
(REF. PLAN) [TYP.]
SL.
(NOT SHOWN FOR CLARITY)
[REF. PLAN]
T.O. CONIC. SLAB
EL VARIES
(REF. PLAN)
2L
CONT. J" CHAMFER
(TYP. 0 E.O. SLAB NOT ADJACENT
TO P.S. SLAB OR SCREEN WALL)
0
1_�,
_j
W.W.F. REINF. 0 MID -DEPTH 3" CLR. L\
OFSLAB
(TYP.) 8 2) CONT. #4 BARS
LAYER OF #57 STONE (WRAP W.W.F. AROUND NOSING
(COMPACTED) BAR & TIE TO BTM. BAR)
5 - SECTION - TYP. E.O. ENTRY PAD THK'D T/D
SCALE: 1/2" = V-0"
440 (TYP.)
E.O. SLAB 2" CLR. (TYP.) N OTES:
V-7" (SPLICE LENGTH) 1. PLACE EXTRA BARS OF THE SAME SIZE AS
[TYPj THE INTERRUPTED BARS AT EACH SIDE OF
OPENINGS. QUANTITY OF EXTRA BARS AT
EACH SIDE SHALL EQUAL HALF THE
REF. NOTES 1, 4 & 5 QUANTITY OF INTERRUPTED BARS, EXCEPT
WHERE NOTED OTHERWISE. PROVIDE ONE
(TYP.) DIAGONAL BAR EACH SIDE OF OPENING,
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 CONIC.
E.O. SLAB (TYP.) EDGE BEND BAR PARALLEL TO THE
SLAB EDGE & PROVIDE BAR LEG LENGTH
AS SHOWN.
PRIMARY SLAB REINF.-IX 4. SPACE THE ADDI BARS 0 j THE REQ'D
NOT SHOWN FOR BAR SPACING.
CLARITY 5. DIMENSIONS SHOWN I FOR BARLENGTHIS ARE
v I Tt-. FOR ALL ADD L STRAIGHT DIAGONAL
OPNG. BARS AROUND THE OPNG.
8 - DETAIL - ADD'L SLAB REINF. AROUND PIPE SLEEVE
SCALE: 3/81, = V-0tv
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELLHOUSE FOUNDATION PLAN,
SECTIONS AND DETAILS
F,
DATE:
JANUARY 2012
MCE PROJ. #
4584-0003
DRAWN
WFB
DESIGNED
WFB
CHECKED
WFB
ROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
NA
S2
'STATUS: REVISION
ISSUE FOR BID
C
0
M
di
7
0
D
0 __1
0
CID
C14
1'-4" O/H 26'-8" (0/0 CMU)
(REF. N TE 9)
(REF. NOTES 5 & 10) 4P-Olp 20-0`0 2#-Osp 20-01P 4P-Olp 29-01" 2'-Olp 2P-01" 4P-O)p
_1'REF. NOTE 61
111-41'
(TYP.)
LL -4 C� 5.S3
2.
(TYP.)
00
I "Ll" (SIM.)
-
0 71 [REF. NOTE 12]
0
z
2.S3
-
00 (TYP.)
AL GUTTER
(REF. ARCH. DWG's)
EXHAUST FAN
BELOW
00
I (REF. ARCH. DWG's)
'0
TYP. 2 PLCS.1
"Ll " (SIM.)
[REF. NOTE 121
T.O. CMU WALL
"r E L 8'- 8" (1156.17')
TYP. U. N. 0. ]
0
z n'
00
101-8"
(0/0 CMU)
(REF. NOTES 5 & 10)
41-Opp 6P-8p'
<7
L2
Ci
M. 0.)
ci
04
-
D1
Ci
5
L1
0' 15
0
SL._
Of Of 12
h=
(RIDGE)
0
L
00
0 0
I
(n I-
'N
=) _SL.
cy- V)
6= < D1
T(CAA
_j
51
<
(n
12
D1
3
Ln
(n
____ I
Uj bi
0 3:
V)
D
(A
D
-
0
_j a
LL_
LL_
-
0
Ln -
L____j
0 1- Ln
U-
co
D1
1�_
2 (n
(n LO
d
U_ L2
0
z :D
z
0 ly
M
Z
V)
Z
:D
04
M I-
U)
(n
3:
cif
U)
U3
U)
V)
Uj
=� 0
EL-
4.S3
0
0
Of
>_ bj
D 5
af
CL
Q-
bi
of
04
>- -
7
I-
5
M
M
Ci
V)
L2
V)
Ci
E.O. ROOF
PRE-ENGINEERED
TIMBER ROOF TRUSS (TYP.)
(TYP.) 403 �S3
[REF. NOTES 2 & 31 (TYP.) TRUSS TIES TO CMU
WALL (TYP.)
[REF. NOTE 11]
101-011 6'-8 11 101-011
(II
26'-8" (0/0 CMU)
1 PLAN - ROOF FRAMING
SCALE: 1/4" = l'-O"
NORTH
ROOF FRAMING PLAN NOTES:
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 BRIG. 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 11" (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 @ 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 "Ll" LINTELS FOR THE EXHAUST FANS ARE BELOW THE T.O. THE CMU WALL & THE CONT.
8"x8" BOND BM. @ THE T.O. cmu WALL. THE (2) #4 BARS IN THE CELL ABOVE THE "Ll" 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.
6*1
WILLIAM F. BAND, P.E.
No, 67838
(0/0 CMU
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.
(MATCH WALL REINF. U.N.O.)
E.O. PRE -CAST CONIC. COPING
@ T.O. WALL (REF. ARCH.
DWG's FOR ADD'L INFO) [TYP.]
CMU (SCREEN WALL)
/_�_�W-6'-8" (154.17')
TYP. U. N. 0.
D
-co
-----O/F EXTR. CMU WALL
BELOW (TYP.) 't
0
1_1
U-)
00
8" INTR. CMU WALL BELOW I
04
(REF. NOTE 4)
(0
REF. NOTES 7 & 8 (TYP.) C;
I -
-L0
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. DWGs)
THK. WOOD DECK SHEATHING
(REF. PLAN)
2x TIMBER PRE-ENGINEERED TRUSS
'U'
(BY OTHERS) [REF. PLAN]
INSTALL MOISTURE BARRIER BELOW THE
TRUSS BTM. CHORD
(COORD. wl TIE ASSEMBLIES AS REQ'D.)
[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.
BEGIN WALL VERT. BAR
SPA. (REF. PLAN)
_7 7RF_j_e::
I LN 1:
REINF. BARS (VERT.) @ (3)
CELLS & DOWEL/SPLICE
REINF. INTO FDN.
(MATCH WALL REINF. U.N.O.)
BEGIN WALL VERT. BAR
SPA. (REF. PLAN)
\-CONCRETE
vof-
w
FILL ALL
METAL ANCHORS 2'-O"xl 1/21'
<
M
CELLS w/ REINF.
<
M
X 1/4" THK. (2" TABS EA. END)
(TYP.)
SPA. @ 4'-0" O.C. (VERT.)
Ckf Z
Z
[OFFSET AS REQ'D1
Gj <
> _j
<
_j
CL
CL
_j
_j
_j
_j
_F7
\---CONCRETE FILL ALL CELLS
< Uj
< Uj
w/ REINF. (TYP.)
z z
LIJ 11- Lli 0-
M (A M Vn)
a CORNER(S) 0 INTERSECTION(S)
INI
2 DETAIL PLAN VIEW TYP. CMU WALL REINF.
SCALE: i I-011
GROUT FILL CMU BOND. BM's
TYP.
T.O. CMU WALL
EL 8'-8" (1156.17')
[REF. PLAN]
8"x8" CONT. BOND BM. @ T.O. CMU--__
WALLS REINF. w/ (2) #4BARS
(0 B. 0. CELL)
8%8" BOND BM.--,,,
(2) CONT. #4 BARS
r-Dn'IT FILL CMU BOND. BM.
REINF. FROM THE 8"x8" BOND BM.
@ T.O. CMU WALLS ALLOWED
INSTALLED TO RUN CONT. THROUGH
THE 12" BOND BM.
(REINF. 0 B.O. CELL)
1'-4"x8" BOND BM.
(2) CONT. #5 BARS
Ll L2
4 DETAIL - SECTION VIEW TYP. CMU WALL LINTEL BM. REINF.
SCALE: 3/411 = 13-009
ROOF & TRUSS
RIDGE VENT 61 WALL
(REF. ARCH. DWG's) I
TRUSS CHORD/WEB CONN. E:s
12 12 (BY OTHERS) [TYPj
5 5
TRUSS TIES NOT SHOWN FOR CLARITY
(REF. FRMG. PLAN NOTE 11)
LJ
CON T. 8" CMU E30ND BM. REINF.
2x TIMBER TRUSS T&B CHO�RDS (2) #4 BARS (TYP. EA. WALL)
& WEB (BY OTHERS)
[REF. FRMG. PLAN NOTE 21
8" CMU INTR. WALL
EXTEND VERT. WALL REINF. (REF. DWG. S2 FOR REINF.)
IN TO BOND BM. (TYP.) 4" 1 j.. [CONC. FILL ALL CELLS w/ REINF.1
22'-8" (0/0 CMU) [REF. PLAN]
5 - SECTION THRU RIDGE TRUSS ROOF FRMG. & T.O. CMU BRG. WALLS
SCALE: 1/2" l'-O"
A
MCFB4&C ED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckirn creed. com
CITY OF ZEPHYRHILLS I
1'-4" O/H (TYP.)
[REF. PLAN]
EXTEND REINF.
(TYP. EA. END
VERT. REINF. @ E.O.
WALL REINF.
OPING. MATCH VERT.
(2 BAR EA. CELL)
ly-40'
(MIN.)
- - -
MAS. OP
NG.
@ DOOR OPINGS. 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'-l"
(MIN.) w/ WALL REINF.
ELEVATION VIEW
INSTALL BOND BM.
@ T. 0. & B. 0.
LOUVER & WINDOW
OPNGS. EXTEND
BOND BM. & REINF.
SIM. TO T.O. OPNG.
(SH OWN)
3 DETAIL TYP. CMU WALL REINF. @ MAS. OPNG.'s
SCALE: 1/2" 1'-0"
_j AL GUTTER
(REFARCH. 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. MCR.
MSL
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
NA
ING NUM
S3
'STATUS: RE77ioN
ISSUE FOR BID
-T-F I -TR
F
SAMPLE LINE
SEE SHEET C-10/C-11
I
001%
Z
PLE
$—on
(200 PSI) 2 $—on I �
WALL FAN
LOCATED NEAR CEILING
ANTENNA
4'x4'
(BY OTHERS)
I
_3
LINK SEAL
STORAGE TANK
(SEE NOTE 1)
WELL FAN
EXHAUST
NEAR FLOOR
W "I#,* SEAL'
0"
44
SrATf -)yF
MATT
IL- No. 66118
1/2" 90- BEND
NTH SCREEN
259-4"
(MIN)
4" 90* BEND
WITH 316 SS SCREEN 1'xl' PAD
4" 900 BEND 1"-316 SS 90" BEND
WITH 316 SS SCREEN WITH 316 SS SCREEN
7 9-0"— 04
LINK SEAL
r
4" SURGE RELIEF 6" SPOOL PIECE
0 CONC. PAD VALVE W/SAMPLE PORT
_C4 Effr TT POLYPHOSPHATE
FEED POINT
4" GV SODIUM
ARV HYPOCHLORITE 6" PROPELLER
0
METER
FEED POINT
(2) 12" 90-
- BEND
0--%
04 12"x6" REDUCER
690 GV
6"x4" TEE
4" GV
6"x4" TEE
HOSE BIBB ELECTRICAL PANELS
& RACK SEE E SHEETS
PFG
%P,l
;r.
1 0,
—I
5'x7' CONC.
EQUIPMENT
PAD
UFT`—� Ill 1-lul
C*4 6" CV
Ll 3'— 6" M I N. 5'-0" MIN. N
Mj SST OIL FIL ED
PRESSURE GAUGE
0
2" SCH 80 PVC
UNDER SLAB CHLORINE
W/ LONG SWEEPS ANALYZER
(SEE NOTE 8)
PCP1 01 (PCP201)
1" PVC WATER LINE—"
CHEMICAL PUMP
(SEE NOTE 4)
\_ EYEWASH
STATION
1/2" POLYTUBE
FEED LINE
—CHEMICAL PUMP
(SEE NOTE 3)
CHEMICAL ROOM
WELL HOUSE MECHANICAL PLAN
12tt 0 11 29 3' 4' 5'
1/2" = 19-0"
,5buz Lririicn Kom twite )ub
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com i
14V
0q
1/2"POLYTUBE
FEED LINE
5'x7' CONC.
EQUIPMENT
PAD
\— 1/2" EXP. JOINT
6'-8" DOUBLE DOORS
1 O'x5' PAD
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
10 9 _8"
WELL SERVICE AIR VALVE
RAW WATER SAMPLE PORT
HYDRANT CAP SAMPLING
TAP STOCK No. ME-50387,
USABLUEBOOK PG 1385 (TYP)
1/2" CHLORINE
A 4
NALYZER DRAIN
16" NEOPRENE EXP.
JOINT
8 X6 ECC RED
8" 900
ki BEND
WALL'
V
MON
ETRLA..
(D
AIL
4'x4' PAD
1/2" EXP. JOINT
HOSE BIBB
& RACK
LINK SEAL
LOUVER
STORAGE TANK
(SEE NOTE 2)
N
CONCRETE
WELL HEAD
PEDESTAL
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL HOUSE PLAN
TYPICAL OF 2
EX. WELL #11 WELL HEAD
N: 1437703.95
E: 602832.28
EX. WELL #12 WELL HEAD
N: 1437690.98
E: 605850.33
A/M-2
0
BACKUP
POWER
CONNEC11ON
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 DUC11LE
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)
F" _�
DATE: FEBRUARY 2012
MCE PROJ. # 4584-0003
DRAWN GIES
DESIGNED 8TN
CHECKED JSL
PROJ. MGR. MSL
SCALE
HORIZONTAL:
1/2N = 1 1-0"
VERTICAL:
NA
7
I M-1 I
'STATUS: REIASION
I ISSUE FOR BID
-I-] I I � 11 1 - , i I - __ - /
6" RESTRAINED FLANGE
ADAPTER
LINK SEAL
24"x12" MJ DI REDUCER
—V24"DIP
2 ')A'
4" MJ DI 90* BEND
1/2" HDPE SAMPLE LINE
4" FL 90*
4"GV
6*x4" FL TEE
M
CD
LO
:11
SECTION QjM-1
SCALE: 3/4" = 1'-0-
REMSIONS
149-2"
r5 0-019
AIR RELEASE
VALVE
12" 90* BEND
LINK SEAL
" 12" DIP
12"xl" SERVICE SADDLE
WITH 1 " GATE VALVE
1"-316 SS
1"-316 SS
BALL VALVE
1 "-316 SS
PIPE
1" NPT
CONNEC11ON
6" DIP
o
0
19-4
ATE OF 4"
ON
MATTHEW S. LMI"P.E.
No, 66118
4" 900 BEND
12"x6"
REDUCER
6"x4* TEE
6"x4" TEE
WELL SERVICE
Al R VALVI
1" BV
SST OIL FILLED
4" GV PRESSURE GAUGE
SODIUM POLYPHOSPHATE
HYPOCHLORITE INJECTION POINT
INJECTION 6" PROPELLER 6" CV
POINT METER
I M -M I M r4 M , rn---jTK M I M
6" RESTRAINED-/
FLANGED ADAPTER
2" SCH. 80 PVC PIPE)
12" DIP
12" 900 BEND
WELL SERVICE
AIR VALVE
SECTION C /M-1
SCALE: 3/4" = 1'-0"
777'
SEAL
44 �NfIEDI4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
(4 1!!
PIPE a
SUPPORd (no
(TYP)
6" RESTRAINED
FLANGED ADAPTER
1/2- POLY TUBE
(200 PSI)
SEE NOTE 4
2" PVC CAP
WITH 1/2" TAP
2" SCH. 80 PVC PIPE
SECTION A - IM-1
SCALE: 1/2" = 1'—O�
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
6" D.I.P.
SAMPLE
PORT
8" NEOPRENE
EXP. JOINT
8" D.I.P.
8" SCH. 40,
316 SS 90- BEND
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
F,
DATE:
-I
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
OES
DESIGNED
BTN
CHECKED
JSL
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
AS SHOWN
VERTICAL:
INA
I M-2 I
'STATUS: REMSION
N.- ISSUE FOR BID ------- wo
(3)
0)
LO
SC
CONI
5/8" 316 SS
RUBBER GASKE
316 SS FOUNDATION PLATE
WAI-It I Y NUUK UL I AIL
3- = 1--0'
LEGEND_
27"x27"x5/8" 316 SS BASEPLATE
2"x15/16" BOLT HOLE (TYPx4)
8" SCH 40 316 SS 90* BEND
1.25" DIA. FNPT WELDOLET (TYPx4)
8"X6" FL D.I. ECC. REDUCER
316 SS EYEBOLT
27"x27"xl/4" NEOPRENE RUBBER GASKET
3/4"x9" 316 SS EXPANSION ANCHOR
316 SS WASHER & NUT
8" SCH 40 316 SS PIPE (WELDED TO PLATE)
8" SCH 40 316 SS CERTA-LOK DROP PIPE ADAPTER
27"x 27"x 5/8" 316 SS FOUNDATION PLATE
1/4" 316 SS ROUND STOCK SAFETY HOOK
3/8" 316 SS SAFETY CABLE TO PUMP
SUBMERSIBLE PUMP
8"-316 SS DROP PIPE ADAPTER
1.25" - 316 SS AIR VENT (SEE DETAIL THIS SHEET)
8" 316 SS CHECK VALVE (FNPTxFNPT)
@ 8" CERTA-LOK PVC COUPLING O.D.
8" CERTA-LOK SCH. 80 PVC DROP PIPE O.D.
30"x3O" CONCRETE PAD
FIL DI TEE
A53 GRADE B STEEL SURFICIAL CASING 24" O.D.
A53 GRADE B STEEL WELL CASING PIPE O.D.
GROUT
@ #57 STONE AND MIRAFI
OPEN BOREHOLE
CONCRETE PUMP PAD ELEVATION
CONCRETE SLAB ELEVATION
8"-316 THREADED PIPE (MNPTxMNPT)
PUMP INTAKE ELEV.
SURFICIAL CASING BOTTOM ELEV.
WELL CASING BOTTOM ELEV
ELECTRIC MOTOR 7.5" O.D.
8" DISCHARGE PIPE q ELEVATION
EXISTING GROUND ELEVATION
STATIC WATER ELEVATION
PUMPING WATER ELEVATION
NEW PRESSURE TRANSDUCER & CABLE LEVEL SENSOR ELEV,
OPEN BOREHOLE I.D.
@ SUBMERSIBLE PUMP 10" O.D.
WELL BOTTOM ELEV.
316 SS LEVELING NUT
3/4" GROUT
@ A53 GRADE B STEEL INTERMEDIATE CASING 16" O.D.
(@ INTERMEDIATE CASING BOTTOM ELEV.
--1 3.75" �--
1.25" SCH. 5S 316 SS
180* LONG RADIUS RETURN
Ln
r-
C�
316 SS INSECT SCREEN
CN
1.25" SCH. 5S 316 SS STEEL PIPE
1.66" O.D.
0 1.25" MALE NPT
U-)
C3
AIR VENT DETAIL
NOT TO SCALE
EL. 5.00 53
NOTE:
MIRROR WELL PER SITE PLAN.
LIMESTONE -,,
I
DISCHARGE PIPE
EL. 151.25
Q EL. 147.00
6" No. 57 STONE
POWER CABLE SHALL BE
N-4,53 E L. 8 1. 0 0
SECURED TO PIPE COLUMN
EL. 67.00 BY 316 SS STRAPS
EL. 63.50
Ez 4
(1 EVERY 10 FT.)
SAND
SAND
EL. 65.00
EL. 55.00
"N�- S A N D
EL. 36.00
EL. 26.00
SAND/LIMESTONE INTERFACE
.. ... ... ... ... ... ... .. --------- ------------- .......... .....
- - - - M.- - - -: :-_: -------
i . P,
N-441\
---m-,
SEE WELL PUMP CONNECTION DETAIL, THIS SHEET
LIMESTONE
16" I.D.
EL. (-) 513.00
WELL No. 11
VERTICAL SECTION
NOT TO SCALE
2" OBSERVATION PIPE
PLAN
NTS
4&
41 $4"�NWW&CMED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
EL. (-)2..Oo 53
5
LIMESTONE
q OF WELL CASING
AND DISCHARGE HEAD
SEE WELL PUMP CONNECTION
DETAIL, THIS SHEET
LIMESTONE
12" I.D.
�@ EL. (-) 456.00
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
1 ORJLC
10RJLC
STAGES
3
3
IMPELLER DIAMETER
5.94"
5.94"
DESIGN GPM
11000
1,000
DESIGN TDH
305'
30-951
RPM
3.520
3,520
MOTOR (HP)
100
100
MOTOR DIAMETER
8"
8-
VOLTAGE
460
460
n 1 n1mr-
.SAMPLE PORT
NTS
STEEL WELL CA�
8.625" O.D
WELL No. 12
VERTICAL SECTION 10.19" O.D.
NOT TO SCALE
NOTE 1
4"
18
CHAMFER 25
TYP. ��i
40-411
4,
z
M
SEE STRUCTURAL
FOR DETAILS
43
< A
- NOTE 2
4
SECTION
DISCHARGE HEAD ASSEMBLY
NTS
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
2" NPT TAP
1/2"-316 SS THREADED PIFE
1 /2"-316 SS
BALL VALVE
1/2"-316 SS 90*
BEND WITH SMOOTH
NOSE
WELL PUMP CONNECTION DETAIL
1-1/2' = 1'-0"
N OTES:
1. THE 316 SS BASEPLATE, 90' BEND, FLANGE, PIPE,
DROP PIPE ADAPTER, LIFTING HOOK AND SAFETY HOOK SHALL BE
WELDED TOGETHER TO FORM ONE DISCHARGE HEAD ASSEMBLY.
2. CUT OFF THREADED PORTION OF DROP PIPE ADAPTER AND
WELD TO SCH. 40 316 SS PIPE.
3. GRIND EXISTING TOP SURFACE OF CONCRETE PUMP PAD SMOOTH AND LEVEL
FOR INSTALLATION 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
F"
DATE:
-N
FEBRUARY 2012
IVICE PROJ.
# 4584-0003
DRAWN
BFN
DESIGNED
MSL
CHECKED
JSL
PROJ. IVIGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
IL L-j
I M-3 I
'STATUS: REASION
ISSUE FOR BID
2" STEEL OBSERVAT
PIPE (ROTATED 90' FOR CLARI
(TYP
WELD T(
!" CAP
THREADED)
SECTION
WELL PUMP PAD 2" OBSERVATION PIPE DETAIL
NTS
1z mvvvvm UZIUU rvL1 rlrr_
12"xl/2" NYLON -COATED DUCTILE TRON SERVICE SADDLE
WITH 304 L STAINLESS STEEL DOUBLE STRAPS
1/2" CORPORATION STOP
1/2" C901, DR9 HDPE PIPE
1/2" SAMPLE POINT CONNECTION DETAIL
NTS
#5 HOOK BARS
AT 6" O.C. VERT.
(ALL AROUND)
#5 0 6- O.0
HOR. (ALL AROUND)
SEAL
�7
f
I
SECTION
WELL PUMP PAD STEEL REINFORCING
NTS
14 LJULIlLr 1RUIN r-Irr-
12"X 1" NYLON -COATED DucTILE TRON SERVICE SADDLE
WITH 304 L STAINLESS STEEL DOUBLE STRAPS
1- GATE VALVE
1- HDPE WATER LINE (200 PSI)
WELL HOUSE POTABLE WATER CONNECTION DETAIL
NTS
4 *`�MFIAD,4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
MECH. EQUIP.
(REF. PLAN)
CONT. J" CHAMFER
(TYP. AROUND PERIMETER OF PAD)
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)
4 141H
< z
#4 DOWELS w/ STD. 90* HOOK -J <
U) _j
SPA. @ 1'-0" O.C., ANCHOR 0-
TO SLAB w/ HILTI HY150 LL .
INJECTION ADHESIVE EMBED 1- UJ
4j" (M I N.) I N
SLAB -ON -GRADE
TYPICAL MECHANICAL EQUIPMENT BASE PAD
NTS
1/2" SCH. 40 PVC TO PUMP
STATION EXTERIOR
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FIL 33542
Phone: (813)780-0000
3/4" BALL �
3/4- N
AIR RELEASE VALVE @ PIPE
NTS
'ASE
DIED BRASS
r.jo
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
MECHANICAL DETAILS 4
DATE:
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
BFN
DESIGNED
MsL
CHECKED
JSL
PROJ. MGR.
MSL
0 1110-14 F-3 I =
HORIZONTAL:
INA
VERTICAL:
NA
;TATUS: REVISION
ISSUE FOR BID
__F_F_L_1F,f1F_1F_F__V -[F---- ____
FUNCTION SYMBOL SCHEDULE
LINE CODES
To 16*101114 1 W, 3 W3 to] A &I & yd "M M IMS
VALVE OPERATION NOTATION
co
C4
V3
0
C3
co
t
0
0
0
00
FIRST LETTER
S UCCEEDI NG —LETTERS
MEASURED OR
INITIATING VARIABLE
MODIFIER
READOUT OR
PASSIVE FUNCTION
OUTPUT
FUNCTION
MODIFIER
A
Analysis
Alarm
B
1 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
I
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
BASIC SYMBOLS
SINGLE FUNCTION MULTIPLE FUNCTION
OR C (D 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
C) OR (DO 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)
77� S AL
SEAL 0 7
REV.NO. DESCRIPMONS DATE THOMAS E. ROBINSON JR.
REVISIONS P.E. No. 62976
ELECTRICA,� SIGNAL
PROCESS OR MECH.
# PNEUMATIC
X X CAPILLARY
SONIC OR R.F.
L L HYDRAULIC
TELEPHONE
I
NO ELECTRICAL CONNECTION
I I I —
ELECTRICAL CONNECTIONS
(INDICATED BY DOTS)
FO FIBER OPTIC
VALVES, PUMPS & METERS
FLAME ARRESTOR
PINCH VALVE
X GATE
NEEDLE
BUTTERFLY
C) BALL OR ROTARY
X GLOBE
PLUG OR COCK
DIAPHRAGM
CHECK
DIAPHRAGM CHECK
CONTROL VALVE
POSITIONER
PRESSURE REGULATING VALVE
BACKPIRESSURE REGULATING VALVE
PISTON OPERATED
S=SOLENOID OPERATED
M=MOTOR OPERATED
P=PNEUMATIC OPERATED
DRAIN
Y=WEIR GATE
T=SLIDE SLUICE GATE
I =STOP LOG
BLIND FLANGE
PULSATION DAMPENER
PRESSURE RELIEF OR SAFETY
N/1
V\j
3—WAY
117
V Ili
4—WAY
TELESCOPING
REDUCER
HOSE CONNECTION
WAFER/CHECK VALVE
ARV� AIR RELEASE VALVE
AVV AIR VACUUM RELEASE VALVE
ELECTRIC MOTOR
ORIFICE/ANNUBAR
AIR DIFFUSER
LIQUID DIFFUSER
A
'�NfKIIN4&CREED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.mckim creed. com
R R HEAT TRACED PROCESS
LINE OR EQUIPMENT
MATCHLINE
PROCESS LINE OR ELECTRICAL
SHEET> SIGNAL CONTINUATION TO/FROM
SHEET NUMBER INDICATED
====11111111110� CONTINUATION ON SAME SHEET
W�CONTINUATION ON FACILITIES
NOT SHOWN ON DRAWINGS
E CAPACITANCE METER
REGULATOR/FILTER
SUBMERSIBLE PUMP
MAGNETIC METER (INLINE/INSERT)
SONIC METER
VENTURI OR FLOW TUBE
FF PROPELLER OR TURBINE METER
ROTAMETER
PROGRESSING CAVITY PUMP
CENTRIFUGAL PUMP
POSITIVE DISPLACEMENT PUMP
DIAPHRAGM OR METERING PUMP
EDUCTOR
STRAINER
DIAPHRAGM ISOLATOR
H
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)
UNION
PURGE CONNECTION
SAMPLE POINT
INTERLOCK
MULTIPLY
DIVIDE
F>—]
HIGH SELECT
F<—]
LOW SELECT
SQUARE ROOT
SUM (ALGEBRAIC)
J'
SPECIAL FUNCTION
R+B
RATIO PLUS BIAS
dL/df
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
&= STATUS
THIS SYMBOL INDICATES THE
FOLLOWING INSTRUMENTATION
GRAPHICS PANEL
FAULI roA_� A
AAA
V
AA
V=FAIL
IF APPLICABLE KY VALVE
UCP xxx TIMER
OL LC P _0L4z:j RUN R
xxx IV=OPEN
CITY OF ZEPHYRHILLS
5335 8th Street
Zephyrhills, FL 33542
Phone: (813)780-0000
UCP PLC & HMI
LCP 7�O7A
_1d — —
UCP/
RE�D�y��CL G
V=CLOSED
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 INPU`T
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 =
SI LENCE—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 (1 20VAC)
0 =
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 [q
(IF NOT OTHERWISE ILLUSTRATED ON DWGS)
PRODUCTION WELLS
No. 11 AND No. 12
WELL S-ITE IMPROVEMENTS
at 11191 a 4: (e] 2 re 111
S
(Z_S_C�
Xxx
(z S �O
xxx
HS
XXX
PLC & HMI
r
DATE:
_1*1
FEBRUARY 2012
MCE PROJ.
# 4584-0003
DRAWN
EEB
DESIGNED
EEB
CHECKED
TER
PROJ. MGR.
MSL
%�7_
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HORIZONTAL:
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VERTICAL:
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11
;TATUS: REVISION
ISSUE FOR BID
M
-1- 1 IF - - 1 11
C
HMI (MAINTENANCE SHOP)
EsC A =DA PROVIDED BY OTHERS
M =1
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C
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REMSIONS
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POLYPHOSPHATE
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103
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102 FE
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,5bUZ Lhrlich Hood, ItSuite 5Ub
Tampa, FIL 33624
Phone: (813)549-3740, Fax- (813)549-3744
EB0006691
www. m ckirn creed. com
" FIL D.I.P
VEN T
SODIUM
HYPOCHLORITE
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CITY OF ZEPHYRHILLS
5335 8th Street
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Phone: (813)780-0000
T
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PRODUCTION WELL 11 P&D
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DATE:
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FEBRUARY 2012
MICE PROJ.
# 4584-0003
DRAWN
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DESIGNED
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CHECKED
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PROJ, MGR.
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HORIZONTAL:
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VERTICAL:
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STATUS: REVISION
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INTRUSION INTRUSION
ALARM
RTU
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INTRUSION
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201
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.11 rl n 1 M
WELL PUMP
VENT
POLYPHOSPHATE
77"'
SEAL SEAL
RUM. DESCRIPTIONS DATE THOMAS E. ROBINSON JR.
REVISIONS P.E. No, 62976
FLOW PACING
1AQPLC PLC
0 1 AQ1
6" FIL D.I.P.
4 FIT
203
PE
202 FE
0
n2O 3
6-
INJ�-252 PO4
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�MCM&C-R-JEED
3802 Ehrlich Road, Suite 306
Tampa, FL 33624
Phone: (813)549-3740, Fax- (813)549-3744
EB0006691
www.m ckim creed. com
6" FIL D,I.P.
PLC
Z
LC L
K I D�9 D,
1A0 D 1 1
WELLHOUSE WELLHOUSE WELLHOUSE
SIDE FRONT FRONT
DOOR DOOR Sf 1 DOOR #2
INTRUSION INTRU ON INTRUSION
zSO zSO zSO
207
206 208
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2 0 5
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C12
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VENT
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SODIUM
HYPOCHLORITE
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
PRODUCTION WELL 12 P&ID
C12
AIT
ESI-0
205
ARV-2
AE
2 05
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y
EYLWAtild tiIA110IN
DATE:
FEBRUARY 2012
MCE PROJ.
4584-0003
DRAWN
EEB
DESIGNED
EEB
CHECKED
TER
PROJ. MGR.
MSL
I
DISTRIBUTION
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
STATUS: REVISION
ISSUE FOR BID
c�
REVAO. DESCRIFTIONS DATE
REMSIONS j
SEAL)
) - 13--2-6 1 L
ARTHUR L, ANCHORS, P.E.
No. 39804
SEAL)
I GENERAL ELECTRICAL SYMBOLS I
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
E
EXISTING SITE ELECTRICAL
T
SITE TELEPHONE
T
- - T
EXISTING SITE TELEPHONE
OHE
OVERHEAD ELECTRICAL UTILITY
OHT
OVERHEAD TELEPHONE UTILITY
UGE
UNDERGROUND ELECTRICAL UTILITY
UGT
UNDERGROUND TELEPHONE UTILITY
G
SITE GROUND
C
- - G
EXISTING SITE GROUND
@
LIMIT SWITCH
FLPI
LIGHTING PROTECTION
0
THERMOSTAT
PULL BOX, SIZE PER NEC UNLESS OTHERWISE NOTED
JUNCTION BOX, SIZE PER NEC UNLESS OTHERWISE NOTED
ELECTRICAL EQUIPMENT CONNECTION
(HARDWIRED)
GROUND ROD
STOP/START PUSH-BUTTON STATION
19
LOCAL/REMOTE OR LOCK -OUT -STOP
STATION
0
OPERATION INDICATION PANEL LIGHT
0
FUSE
CIRCUIT BREAKER (80% CURRENT RATED UNLESS OTHERWISE NOTED)
0
aMOTOR
(HP=RATED HORSEPOWER)
OA DISCONNECT SWITCH. TOP NUMBER DENOTES FUSE SIZE
n OF 3R (NF=NON-FUSED). BOTTOM NUMBER DENOTES FRAME SIZE. RIGHT
NUMBER DENOTES NEMA ENCLOSURE RATING.
OA CIRCUIT BREAKER. TOP NUMBER DENOTES TRIP. BOTTOM NUMBER
UOF DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE
h 3R RATING.
OA COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH OR
OF MOTOR CIRCUIT PROTECTOR. LEFT NUMBER DENOTES NEMA STARTER
2 "�7 3R SIZE. TOP NUMBER DENOTES FUSE SIZE OR MCP. BOTTOM NUMBER
L_^sn DENOTES FRAME SIZE. RIGHT NUMBER DENOTES NEMA ENCLOSURE.
FULL VOLTAGE NON -REVERSING MOTOR STARTER. LEFT NUMBER
3 DENOTES NEMA STARTER SIZE.
HREDUCED VOLTAGE SOLID-STATE MOTOR STARTER.
VARIABLE FREQUENCY MOTOR CONTROLLER.
a
$ LIGHTING CONTROL SWITCH:
4 ILOWERCASE LETTERI - 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.
(P SIMPLEX RECEPTACLE. VOICE (PHONE) OUTLET,
(P DUPLEX RECEPTACLE, V DATA OUTLET.
QUADRAPLEX RECEPTACLE. 7 VOICEIDATA COMBINATION OUTLET.
LIGHTING SYMBOLS '
Al a LIGHT FIXTURES (VARIOUS TYPES) - UPPERCASE LETTER DENOTES
LP- 1 FIXTURE TYPE, REFER TO LIGHTING SCHEDULI� OR NOTES. NUMBER
C] K DENOTES LIGHTING PANEL CIRCUIT. LOWERCASE LETTER DENOTES
CONTROL SWITCH. DUAL SWITCHING INDICATED BY PAIRS OF
LOWERCASE LETTERS. -NL- DENOTES NIGHT'(IGHT, CIRCUIT AHEAD
OF CONTROL SWITCHES.
V 4r::p EMERGENCY LIGHT - BATTERY EQUIPPED EMERGENCY LIGHT, CIRCUIT
AHEAD OF CONTROL SWITCHES. ADDITIONAL FIXTURE HEADS MAY BE
SHOWN CONNECTED TO UNIT. IF SHOWN, UPPERCASE LEITER
DENOTES FIXTURE TYPE, REFER TO LIGHTING SCHEDULE OR NOTES.
NUMBER DENOTES LIGHTING PANEL CIRCUIT.
Eg PHOTOELECTRIC CONTROL DEVICE
ED LIGHTING CONTACTOR
A
4" MCM& CREED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
TYPICAL ABBREVIATIONS
A, AM P
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
PID
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
LION
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
I GENERAL NOTES I
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
MAN U FACTURER- RECOM MENDED CLEARANCES ARE MAINTAINED. ALL INSTALLATIONS SHALL
COMPLY WITH NEC 110-26.
11. ALL CONDUCTOR AMPACITIES ARE BASED ON 75C 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 IDENTIFICATION 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
F,
DATE:
_1qN
FEBRUARY 2012
IVICE PROJ.
# 4584-0003
DRAWN
BMW
DESIGNED
BMW
CHECKED
ALA
PROJ. IVIGR.
MSL
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
24" AFF
48" AFF
48" AFF
C NUM
El
STATUS: RPOSION
ISSUE FOR BID
Q5
Cb
0
N
N
0
0
00
BOND GROUNDING
TO FENCE POST AT
EACH CORNER. BOND FENCE
FABRIC TO GROUND RING
ANTENNA(I>
SEE SHEET M-2
FOR PIPING DETAILS
X - - - - y - - - - y - - - - X- - y- - - -
G G G
BOND TO WELL
CASING PIPE: IN
2 PLACES > 5/8-001 GROUND ROD
11�4
T�4 #1/0 GROUND RING
LA > I <
0
EJ PORTABLE GENERATOR
LOCATION
GROUND ROD
TEST WELL
> I <
G G G
—X — — - — —X — — — — X — — — — X — — — — X — — X — — — — X — —
ox —:6' DOUBLE SWING GATE
BOND EACH GATE TO
FENCE w/FLEXIBLE
GROUND STRAP
_;u,
� qI__ 6-z- 6- A-
4#3/0, YC
ELECTRICAL 0
SERVICE
0"
C— OHW O�W 0.. '�w OHW �w 0Xw CH.
--- — — — — — — — — — — -- — --- — — — — — — — — — — --- =-- -- — — — — — — — — — — — — — —
01
RUM. DESCRIP'nONS DATE
1-. REVISIONS d
8' BLACK PVC COATED
CHAIN LINK FENCE
SEAL
A
?
AR 71-IUR L. ANCHORS, P.E.
I
No. 39F04
—I
MCM & CUED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www.m ckim creed. com
OHW
�w
CITY OF ZEPHYRHILLS I
u1w
0—
0H,
)Hw
10, 0 10, 10'
I E 0 E a N M E M M M
SCALE: 1"=10' (Horiz.)
KEYNOTES:
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 DIFS RTU
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
WELL No. 11 ELECTRICAL SITE PLAN
�w
F,
DATE:
—"N
FEBRUARY 2012
IVICE PROJ,
# 4584-0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
ill = 101
VERTICAL:
NA
G NJ
E2
J
'STATUS: REMSION I
I ISSUE FOR BID 0
a
I I A-1, 11 -A i
BOND GROUNDING
TO FENCE POST AT
1EACH CPRNER. BOND FENCE
FABRIC TO GROUND RING
SEE SHEET M-1
FOR PIPING DETAILS
—X—
X—X — — X— — — --X— — — —
G G
ANTE
ANTENNA
BOND TO WELL
CASING PIPE
IN
LI
- - - - - - - - - - - — —1
2PLACES
x�'
5/8"x3O'L GROUND ROD
I
.
==I_
G
F
/r
�v
T
X
#1/0 GROUND RING
r-M r --- I ED Ej
X
CD
0
PORTABLE GENERATOR
1:1
El
X
LOCATION
8' BLACK
PVC COATED
G
CHAIN LINK FE NCE
7_/G
GROUND ROD
X
TEST WELL
G
G
G
—X
— —
—X — — — — X — — — — X — — — — X--
X — — — —X—
—
6' DOUBLE SWING GATE
BOND EACH GATE TO
FENCE w/FLEXIBLE
GROUND STRAP
4#3/0, 3"C
ELECTRICAL
SERVICE
-T
X - - - - X- -:�7x-:� X - - - - X- - -
X- X- X--- X- X-
- - -
X-----X
X- ---
- - X- - - -
-=X
X- - --X - -
oHW oHW C" OHW
ww — oHw
oHw
DH�
oH. OHw oHw oH�
ww
01
RUM. DIESCRIP'110INIS DATE
REVISIONS
SEAL
ARTHUR L. ANCI�',ORS, P.E.
No. 398C4
—I
4
MCM&CREED
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. com
CITY OF ZEPHYRHILLS I
-X-
10, 0 10, 20'
im�mm6plm%m��� i :
SCALE: 1"=10' (Horiz,)
KEYNOTES:
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
A IGNAL WIRE AS SHOWN TO T E DFS RTU
X-- — — —X— — — — X— — X— — — —X— — — — X-- — — — X— — — — X— —
OHW GHW ()H, OHW OHW — �w ---I
PRODUCTION WELLS
No. 11 AN D No. 12
WELL SITE IMPROVEMENTS
WELL No. 12 ELECTRICAL SITE PLAN
r
DATE:
—IN
FEBRUARY 2012
MCE PROJ.
# 458A--0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROJ. MGR.
MSL
SCALE
HORIZONTAL:
1" = 10'
VERTICAL:
INA
rDRAWING N
I E3 j
'STATUS: REMSION N
I ISSUE FOR BID 0
Cb
"t
C�i
0
L2
UTI[
480/27-)
OVERHEAD UTILITY
TRANSFORMER BANK
METER BASE/
C.T. CABINET
AS REQUIRED
11, M
RTU ANTENNA TOWER GROUND BACK-UP WELL 120/208V 3�, 4W
POWER CONNECTION PUMP PANELBOARD 'LP'
TYPICAL WELL PUMP SINGLE LINE DIAGRAM
SCALE: N.T.S.
tL1
__LT 1j__ 11 1
Lf 0-1-1
PGFI F1
W
=�-'E
LP-2
RTU-11 (RTU-12)
G
LP-6
F N
F
�j
F1
E
2
�LP-2
IWPGFI
LP-1 I
CHEMICAL PUMP CONNECTION DETAIL
SCALE: N.T.S.
Q) WPGFI
LP-2
F
ri
LP-5
G-
14
LP-7
7
WPGFI WPGFI
RTU-11 (RTU-12)
@
F1
1 8j 4, 3/4-C E
RTU-11 (RTU-12) 2# 8 TSP, 3/4-C
LP-8
RTU-1 (RTU-12)
LP-3 I
FAN
F-2
G
I'll
F-2
WPGFI IRE-Z
LP-4 E RTU-11 (RTUI-1
E I
..............
;1w
G G
W LP-1 1
TYPICAL WELL PUMP BUILDING POWER PLAN
SCALE: 3/8" 1'
SEAL
-2-6 L
ARTHUF? L. ANCHORS, P.E.
No. 39804
F1
LP-2
3-#8, #8G, 3/4-C
3-#10, #10G, 3/4"C
4-#8, #8G, 1 'C
2
WELL PUMP
PCP-101 (PCP-201)
SOFT STARTER
RUN
H-1-h
CONTACTS FOR
RUN
FUTURE USE
Hib
RUN
H
FAIL
H
AUTO MODE
ii
RUN COMMAND
INTRUSION
I
FLOW METER
FIT- 103(203)
CL2 ANALYZER
AIT- 105(205)
POILYSULFATE
FEED SYSTEM
SODIUM HYPOCHLORITE
FEED SYSTEM
EYEWASH STATION
FLOW
12#14, 1#14G, 3/4-C
1#18 TSP, 3/4"C
1#18 TSP, 3/4"C
1#18 TSP, 3/4-C
1#18 TSP, 3/4"C
2#14, 1#14G, 3/4-C
DIFS RTU
RTU-11 (RTU-1
RTU CONTROL, PROCESS SIGNAL CONNECTIONS
SCALE: N.T.S.
---------- -
F I
R7 R
R 11
Li
L-4
@
/1/5 TO
RTU-11 (RTU-12) WELL PUMP STATION
WPGFI LE:::[
LP-13
LP-11
G
-#1/OG COPPER
GROUND RING
1
WPGFI 4�i
LP-2
5/8' X 30' COPPER
GROUND ROD (TYP.)
LP-5
WELL PUMP BUILDING
ELEC EQUIPMENT LEGEND:
METER BASE/C.T. CABINET
F1
MAIN DISCONNECT
DOUBLE THROW SWITCH
TRANSFORMER DISCONNECT
15kVA TRANSFORMER
120/208V 3�, 4 WIRE
PANELBOARD 'LP'
A 1�
MOTOR STARTER DISCONNECT
F1
SOLID STATE SOFT STARTER (PCP-201)
LP-9
RTU-11(RTU-12)
LP-4 WPGFI
NEMA 12 WIREWAY (LOCATED OVERHEAD)
BACK-UP POWER CONNECTION, LEVITON OR PASS & SEAMORE
ro
410OR9W, PS410OR9W
G
PROVIDE 2 POLE SWITCH TO
CL2 ANALYZER
OPERATE F-2 WHEN
LIGHTS ARE ON
EYEWASH STATION
5bU2 Ehrlich Hoad, tSuite 5Ub
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
www. m ckim creed. corn
CITY OF ZEPHYRHILLS I
(D
120V FROM 'LP'
ANTENNA
COAX CABLE
2"C
ANTENNA
AND
T Y_ 45 FOOT TOWER
ASSEMBLY WITH MAST
2#14, 1#14G, 3/4-C
2#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 GF] 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:
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.
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.
DIFS (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 11- CONDUIT TO DITS PANEL.
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
IVICE PROJ.
# 4584-0003
DRAWN
CJR
DESIGNED
ALA
CHECKED
ALA
PROJ. MGR.
MSL
ff
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
RAWING NUMBER-1
E4
'STATUS: REMSION
ISSUE FOR BID
----------
-7--TV
i I IrT 11 i 1 AVAh., 111;.i I i I!, ;iN I T i -7
PANEL: LP ENCLOSURE: NEMA: 1G MOUNTING: SURFACE MAIN: 50AMP MB Z MILO F1
VOLTS: 120/208V, 3 PHASE, 4 WIRE NEUTRAL: 100% Z 200% F-1
LOCATION: WELL PUMP BUILDING BRACING: 22,OOOA FULLY RATED FEED: BOTTOM
LOAD SERVED
LOAD (KVA)
BREAKER
BRANCH CIRCUIT
CONDUIT & WIRING
CKT
PH
CKT
BRANCH CIRCUIT
CONDUIT & WIRING
BREAKER
LOAD (KVA)
A B LOAD SERVED
A
B
C
AMP
POLE
AMP
POLE
WELL PUMP RTU PANEL
1 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
15
1
2#12, 1#12G, 0.75-C
3
B
4
2#12, 1#12G, 0.75-C
20
1
0.72
RECEPTICLES - 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
0.25 IPUMP ROOM EXHAUST FAN
PUMP ROOM LIGHTING
1 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
20
1
2#12, 1#12G, 0.75-C
9
B
10
-
20
1
0.00
- BREAKER
EXTERIOR BUILDING LIGHTING
0.52
20
1
2#12, 1#12G, 0.75-C
11
C
12
-
20
0.00 ISPARE BREAKER
CL2 ANALYZER
20
1
2#12, 1#12G, 0.75-C
13
A
14
-
20
1
PARE BREAKER
SPARE BREAKER
0.00
20
1
-
15
B
16
-
20
1
0.
PARE BREAKER
SPARE BREAKER
20
1
-
17
C
18
-
20
1
0 ISPARE BREAKER
SPARE BREAKER
20
1
-
19
A
20
SPARE BREAKER
SPARE BREAKER
0.00
20
1
-
21
B
22
1 30
3
SPARE BREAKER
SPARE BREAKER
0.00
20
1
-
23
C
24
.00 SPARE BREAKER
TOTAL(S):j
0.76
1 0.44
1 0.62
0.72
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
LAMP DATA
BALLAST
VOLTS
TYPE
DESCRIPTION
7��
MOUNTING
MANUFACTURER
CATALOG/SERIES NO.
REMARKS
NO.
TYPE
NO.
TYPE
WATTS
ENCLOSED NON-METALIC
120
LITHONIA
VRI-2-32-PCL-MVOLT-GEB
FIXTURE SHALL BE NON-METALIC WITH GASKETED
F1
FLORESCENT FIXTURE
2
32W T8
1
ELECTRONIC
SURFACE
HOLOPHANE
CONTROLUME SERIES
POLYCARBONATE LENS.
DAYBRITE
V2 SERIES
120
WALL MOUNT
El
EMERGENCY FIXTURE
2
8W HALOGEN
(11' ABOVE DOOR)
LITHONIA
ELT632CNY
20
100W
120
WALL MOUNT
LITHONIA
TWH SERIES
FIXTURE SHALL HAVE GLASS LENS AND
W1
WALLPACK
1
HPS
1
MAGNETIC HPF
130
(8' AFG)
HOLOPHANE
W4 SERIES
INDIVIDUAL FIXTURE PHOTOCELL CONTROL
I
I
I
1
DAYBRITE
WLM SERIES
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
SEAL
12" MAX.
24" MIN.
41��"�MCM&C_R_EED_
3802 Ehrlich Road, Suite 306
Tampa, Florida 33624
Phone: (813)549-3740, Fax: (813)549-3744
EB0006691
FINISHED FLOOR/GRADE
6" MIN
PVC COATED RIGID CONDUIT
PVC COATED
RIGID GALVANIZED STEEL
TYP. CONDUIT TRANSITION DETAIL
SCALE: N.T.S.
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
GROUNDING CONDUCTOR
EXOTHERMIC WELD 'RC' CONNECTION
FINISHED GRADE SCALE: N.T.S.
6" MIN. WARNING TAPE
COMPACTED FILL 111IN18" CONCRETE BOX
WITH TRAFFIC RATED COVER
AND OPEN BOTTOM
24" MIN.
PVC SCH-80 CONDUIT SIZE
BETWEEN ALL CONDUITS
AND QUANTITY AS REQUIRED
DIRECT BURIED DUCTBANK
SCALE: N.T.S. 7�
CITY OF ZEPHYRHILLS
SELECT COMPACTED BACKFILL CONTAINING NO
MATERIALS OR STONE LARGER THAN 3/4"
GROUND ROD TEST WELL
SCALE: N.T.S.
PRODUCTION WELLS
No. 11 AND No. 12
WELL SITE IMPROVEMENTS
ELECTRICAL DETAILS
-INISHED GRADE
AECHANICAL CONNECTION
6" MIN.
#57 CRUSHED STONE
BARE COPPER GROUND
CU-CLAD GROUND ROD
F,
DATE:
-*IN
FEBRUARY 2012
IVICE PROJ.
# 4584-0003
DRAWN
BMW
DESIGNED
BMW
CHECKED
ALA
PROJ. IVIGR.
MSJ
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
NG NUM
E5
;TATUS: REMSION
ISSUE FOR BID
I REV.NO.
ARTH.k.,R��. ANC�OFZS, P,E.
No. 39804
www. m ckim creed. corn
ii