Amphitheater Public Schools Mesa Verde Elementary School Site Improvements PROJECT NO: DATE: THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS. DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R REVISION SCHEDULE: MAY 2018 17.14.31 # DATE DESCRIPTION ISSUED TO DRAWN BY: CHECKED BY: KLINDT D. BRECKENRIDGE 1 A R I Z O N A D a t e S i g n e d . A . . S U . . . . . . . . . . . . . . . . . . R F I T E I C E C T A C T I C R A R E T S I G E R E T E D H N O . 7605 REGISTRATION EXPIRATION DATE: 3/31/2020 05 / 10 / 18 Cover Sheet MESA VERDE ELEMENTARY SCHOOL SITE IMPROVEMENTS Amphitheater Public Schools 100% Construction Documents May 2018 Job No. 17.14.31
Transcript
Amph
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MAY 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
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Cover Sheet
MESA VERDE ELEMENTARY SCHOOLSITE IMPROVEMENTSAmphitheater Public Schools
100% Construction DocumentsMay 2018
Job No. 17.14.31
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G1.0
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MAY 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
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Site Plan
0
Campus Site Plan1" = 30'-0" 30' 90'
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38
8
3
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1
9
4
2
SERV
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RO
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6
3
7
6
5
1
5
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MAY 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
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Demolition Plans
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Partial Site Plan1
1" = 20'-0" 60' 90'
0
West Canopy2
1/8" = 1'-0" 8' 24'0
East Canopy3
1/8" = 1'-0" 8' 24'
0
Building C Northeast Gate4
1/8" = 1'-0" 8' 24'
0
Playground5
1/8" = 1'-0" 8' 24'
0
Breezeway Drinking Fountain9
1/8" = 1'-0" 8' 24'
Demolition Keynotes
1
2
3
4
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6
7
REMOVE EXISTING FENCE AND SALVAGE TO OWNER.
8
9
0
Building C Southwest Gate6
1/8" = 1'-0" 8' 24'
0
MPR Drinking Fountain10
1/8" = 1'-0" 8' 24'
SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK.
SAWCUT AND REMOVE EXISTING CONCRETE CURB.
SAWCUT AND REMOVE EXISTING CONCRETE FOOTING.
REMOVE EXISTING DRINKING FOUNTAIN.
REMOVE AND SALVAGE EXISTING RAILING FOR RE-USE.
REMOVE EXISTING SOIL AND GRASS AS REQUIRED BY NEW WORK, DISPOSE OFAND COMPACT ONSITE AS DIRECTED BY OWNER.
SAWCUT AND REMOVE EXISTING ASPHALT PAVING AS REQUIRED FOR NEWWORK.
REMOVE AND SALVAGE EXISTING GATES FOR RE-USE.
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ADMINISTRATION
135'-8" F.V.
12
7'-0
" F.
V.
65'-8" F.V.
1 3 3
5
4
2
2
1
3
AS1.1 AS2.1
3
AS1.1 AS2.1
4
AS1.1 AS2.1
17
11'-0"
9'-0"
3'-0"
(E) 5'-8"
F.V
.
135°
6
7
G1
SERV
ICE
RO
AD
6'-0"
CLR
.
16'-0" CLR.
6'-0"
CLR
.
3'-0" 12'-8" F.V.CURB AGAINST THE CHAIN LINK FENCE
8'-0" EQ
.EQ
.
11
12
13
9
AS1.1 AS2.1
11
7
2
AS1.1 AS2.1
TYP.
G2
8
G3
16
(E) 5'-2"
F.V
.2'-6"
6'-0"2'-6"
F.V.
1:12
PROVIDE 1/4" X 1/4" GROOVES AT 2" O.C.
PERPENDICULAR TO THE DIRECTION OF
TRAVEL FULL LENGTH OF SIDEWALK
2'-0"
R7'-8"
9
6'-8"
VER
IFY W
/ S
LOPE
4'-0"
2'-6" 2'-6" F.V.
1:2
0
2'-0"
9
(E) W.I.
FENCE
(E) CONC.
SIDEWALK
20'-3"
1
AS1.1 AS2.1
14
10
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MAY 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
A R I Z O N A
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Enlarged Plans
0
Partial Site Plan1
1" = 20'-0" 60' 90'
0
West Canopy2
1/8" = 1'-0" 8' 24'
0
Building C Northeast Gate4
1/8" = 1'-0" 8' 24'
0
Playground5
1/8" = 1'-0" 8' 24' 0
Building C Southwest Gate6
1/8" = 1'-0" 8' 24'0
Building E South Gate7
1/8" = 1'-0" 8' 24'0
West Building Drinking Fountain8
1/8" = 1'-0" 8' 24'
0
Breezeway Drinking Fountain9
1/8" = 1'-0" 8' 24'
Construction Keynotes
1
CONCRETE VERTICAL CURB - TYPE 2 PER PC/COT SD 209 - PAINT.2
CONCRETE RAMP - PROVIDE 1/4" X 1/4" GROOVES AT 2" O.C.3
PAVEMENT STRIPING - 4" WIDE THERMOPLASTIC PAINT.
4
RE-USE EXISTING WROUGHT IRON GATE.
5
NEW 3'-4"W X 6'-0"H WROUGHT IRON GATE.
6
CONCRETE HEADER TO MATCH EXISTING.
7
4" CONCRETE SIDEWALK.
8
WROUGHT IRON FENCE, MATCH EXISTING.
9
PATCH ASPHALT PAVEMENT AS REQUIRED.
0
Ramp Detail-1/4" = 1'-0" 4' 12'
PATCH CONCRETE WHERE FENCE POST IS REMOVED, TYPICAL EACH LOCATION.10
RE-USE EXISTING RAILING, PROVIDE CONCRETE FOOTINGS.11
6" X 16" CONCRETE CURB.12
PLAYGROUND SAND, OVER-EX AS REQUIRED.13
0
East Canopy3
1/8" = 1'-0" 8' 24'
0
MPR Drinking Fountain10
1/8" = 1'-0" 8' 24'
EWC, SEE PLUMBING. FROM EXISTING TOGGLE SWITCH ON WALL LOCATION,EXTEND 2#12 AND 1#12 (BOND) IN WIREMOLD TO NEW 20A, DUPLEXRECEPTACLE FOR NEW EWC. MINIMIZE CORD LENGTH, VERIFY EXACT FOUNTAINHEIGHT PRIOR TO ANY INSTALLATION.
14
EWC, SEE PLUMBING. PROVIDE AND INSTALL NEW 20A, DUPLEX RECEPTACLE AT
EWC LOCATION. EXTEND 2#12 AND 1#12 (BOND) IN 3/4" CONDUIT AND
CONNECT TO 20/IP C/B IN NEAREST EXISTING 120 VOLT PANEL IN BLDG. (FIELD
VERIFY AND COMPLY).
15
EWC, SEE PLUMBING. USE EXISTING DUPLEX RECEPTACLE ON WALL CKT NBL/28
FOR NEW EWC. VERIFY EXISTING CIRCUIT USE, CONNECT RECEPTACLE TO
SEPARATE 20/IP CIRCUIT BREAKER IN PANEL IF CIRCUIT IS DEDICATED FOR OTHER
USE (FIELD VERIFY AND COMPLY). PROVIDE WP FLIP LID COVER AT RECEPTACLELOCATION.
16
STEEL CANOPY, SEE STRUCTURAL.17
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AS1.1
1'4''3'' =1'-0'' 0
Wrought Iron Gate Detail8
AS2.1AS2.1
WELD PICKETS TO T.S. TOP ANDBOTTOM
EXIT DEVICE
GATE FRAME BEYOND
PERFORATED METAL - WELD TOGATE FRAME AND T.S. - SPOTWELD @ 6" O.C.
1'4''3'' =1'-0'' 0
Wrought Iron Fence Detail5
AS2.1AS2.1
1"x1" STEEL PICKETS @ 5" O.C.
2"x2" RAIL
1'4''3'' =1'-0'' 0
Wrought Iron Gate Jamb7
AS2.1AS2.1
EXIT DEVICE
PERFORATED METAL, SEEELEVATION
TS 2x2x1/8 - INSTALLCENTERLINE AT CENTERLINE OFEXIT DEVICE
12x2x1/8 PL. LATCH GUARD,WELD TO GATE FRAME
HSS 4x4x1/8 SOLID GROUTED
PERFORATED METAL, SEEELEVATION
1'4''3'' =1'-0'' 0
Wrought Iron Gate Jamb6
AS2.1AS2.1
STEEL GATE
WELD HEAVY DUTY HINGES - 3MIN. PER JAMB AT EACH GATE
LEAF
HSS 4x4x1/8 SOLID GROUTED
EXISTING CMU WALL
3'-0"
A.F
.F.
CL
2"MIN.
2"MIN.
HSS 4x4x1/8 SOLID GROUTED
EXISTING CMU WALL
10'-0" O.C. MAX.
1/4'' =1'-0'' 0 4' 12'
Wrought Iron Fence1
AS1.1AS2.1
ELEVATION
6'-0
"
2"
3000 PSI CONCRETE FOOTINGIN GRADE, TYP., ALLOW
ADEQUATE TIME TO SET BEFOREINSTALLING FENCE
COMPONENTS
WELD POST TO 7x7x3/8 STEELPLATE, BOLT PLATE TO (E)
CONCRETE W/ (4) 1/4" x 3"EXPANSION ANCHORS
HSS 4x4x1/8 POST WITH CAP
1" x 1" STEEL PICKET @ 5" O.C.
2" x 2" HORIZONTAL RAIL TOPAND BOTTOM
NOTE:ALL PICKETS AND HORIZONTALRAILS TO BE 16 GA. STEEL W/SHOP PRIMED FINISH. TOP OFPICKETS TO HAVE SOLID CAPTERMINATION. LINE POSTS SHALLBE 11 GA. STEEL W/ SHOPPRIMED FINISH. POSTS SHALLHAVE FLAT METAL CAPS GLUEDIN PLACE. ALL STEEL FENCING TOBE FIELD PAINTED.
RAIL TO POST PICKET TO RAIL
TYP.3/16"
TYP.3/16"
1/4'' =1'-0'' 0 4' 12'
Wrought Iron Gate2
AS1.1AS2.1
PROVIDE PERFORATED METAL, 20 GA.1/16" ROUND ON 3/32" STAGGERED,
AT GATE AND 2'-0" MIN. AT ALL SIDES OFGATE WHERE FENCE CONTINUES
WELD POST TO 7x7x3/8 STEEL PLATE,BOLT PLATE TO (E) CONCRETE W/ (4)
1/4" x 3" EXPANSION ANCHORS
STEEL TUBE W/ LOCKSET CYLINDEROUTSIDE, EXIT DEVICE INSIDE. MOUNT AT
34" MIN AND 48' MAX. A.F.F.
4" x 4" GROUTED POST
8
AS2.1 AS2.1
6
AS2.1 AS2.1
7
AS2.1 AS2.1
6'-0
"
2"
1'-0"
2'-6
"
4"
03/4'' =1'-0'' 1' 4'
Sidewalk/Curb Detail3
AS1.1 AS2.1
03/4'' =1'-0'' 1' 4'
Sidewalk Detail4
AS1.1 AS2.1
1"
8"
8"
TOEDOWN AT ALL EXPOSEDSIDES
4" CONC. SIDEWALK
(E) CONC. SIDEWALK
1/2" BITUMINOUS JOINT FILLER
4" CONC. SIDEWALK -
PROVIDE 1/4" X 1/4"
GROOVES AT 2" O.C.
(E) CONC. SIDEWALK
1/2" BITUMINOUS JOINT FILLER
CONC. VERTICAL CURB - TYPE
2 PER PC/COT SD 209
#4 X 12" REBAR DOWELEPOXY GROUTED INTO (E)
CONC. @ 8'-0" O.C.
3'-0" 2'-0"
(E) ASPHALT PAVING
03/4'' =1'-0'' 1' 4'
Curb Detail9
AS1.1 AS2.1
6"
1'-4
"
4"
PLAYGROUND SAND
1'-0
"
CONC. CURB
GRASS FLUSH W/ CURB
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
MAY 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
KLINDT D.BRECKENRIDGE
1
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Details
Gate Hardware ScheduleHW SET: #1GGATE G1, G2, G3EACH TO HAVE:
QTY DESCRIPTION CATALOG NUMBER FIN MFR3 EA HINGE CI3850 603 SHUT IT1 EA EXIT DEVICE CD98NL-OP-WH 630 VON1 EA PULL VR910NL 630 IVE1 EA RIM CYLINDER 20-057 630 SCH1 EA MORT CYLINDER 26-091 (CD) 630 SCH2 EA FSIC CORE 23-030 626 SCH
BALANCE OF HARDWARE BY GATE SUPPLIER.
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AS2.1
Regi
ster
edPro
fess ional Engineer
(Structural)
I
ZONA, U . S . A.A
Date Signed. . . .R
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SCI No. 18-115S1 - 24 - 36X24
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Amphitheater Public Schools Mesa Verde Elementary School Site Improvements
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PROJECT NO:
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DATE:
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THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS.
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DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
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REVISION SCHEDULE:
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APRIL 2018
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17.14.31
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#
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DATE
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DESCRIPTION
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ISSUED TO
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DRAWN BY:
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CHECKED BY:
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MCMAHON
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JENNIFER M.
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55005
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5
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8
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18
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EXPIRES 9/30/2016
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6'-0"
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11"
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9'-0"
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9'-0"
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11"
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11"
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11"
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19'-10" - CENTERED ON EXISTING SLAB LIMITS
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FIELD VERIFY COLUMN PLACEMENT
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7'-10" CENTERED ON EXISTING SLAB LIMITS
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FIELD VERIFY COLUMN PLACEMENT
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HSS 8 X 4 X 3/16
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HSS 4 X 4 X 3/16
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HSS 4 X 4 X 3/16
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HSS 4 X 4 X 3/16
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%%UFRAMING KEYNOTES
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1
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1
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S3
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1'-0"
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8'-0"
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FRAMING PLAN
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SCALE 1/2" = 1'-0"
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FOUNDATION PLAN
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SCALE 1/2" = 1'-0"
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CONTINUOUS OVER COLUMNS
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HSS 8 X 4 X 3/16
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CONTINUOUS OVER COLUMNS
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1'-10"
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1'-10"
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1'-10"
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1'-10"
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1'-10"
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1'-10"
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1
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S3
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1
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S3
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EDGE OF DECK
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TYP
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2
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3" TYPE "N" METAL ROOF DECK - SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION
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CANTILEVER DECK BEYOND STRUCTURAL MEMBERS.
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3
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PROVIDE METAL FLASHING AT PERIMETER OF ROOF. FLASHING SHALL APPROXIMATELY MATCH EXISTING CONDITION AT CANOPIES ELSEWHERE ON CAMPUS.
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%%UROOF FRAMING PLAN NOTES
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1. VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND SITE SURVEY PRIOR TO START OF WORK. RESOLVE ANY DISCREPANCY WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 2. PROVIDE LOW SLOPE ROOF (1/4"/FT MINIMUM). COORDINATE ROOF SLOPE AND PROVIDE LOW SLOPE ROOF (1/4"/FT MINIMUM). COORDINATE ROOF SLOPE AND DRAINAGE WITH EXISTING CONDITIONS. REFER TO ARCHITECTURAL FOR ADDITIONAL INFORMATION. 3. NOMINAL TOP OF STEEL ELEVATION 8'-O" ABOVE FINISH GRADE AT EXTERIOR NOMINAL TOP OF STEEL ELEVATION 8'-O" ABOVE FINISH GRADE AT EXTERIOR SLAB. COORDINATE TOP OF STEEL ELEVATIONS WITH SLOPE OF ROOF.
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TYP
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1
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1
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2
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2
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2
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SIM
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1'-0"
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1'-0"
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1'-0"
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EXST BLDG
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1'-0"
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1'-0"
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1'-0"
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EXST BLDG
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%%UFOUNDATION KEYNOTES
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CONCRETE FOOTING AT NEW CANOPY COLUMNS. T.O. FOOTING SHALL MATCH TOP OF ADJACENT SLAB, TYP OF 6
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3
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COORDINATE PLACEMENT OF CANOPY WITH EXISTING BUILDING AND EXISTING SLABS-ON-GRADE
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COLUMN, HSS 4 X 4 X 3/16, EMBEDDED IN CONCRETE PER 1/S3, TYP OF 6
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1. LOCATE NEW CANOPY AS REQUIRED TO REPLACE FORMER CANOPY. LOCATE NEW CANOPY AS REQUIRED TO REPLACE FORMER CANOPY. CENTERLINE OF NEW CANOPY COLUMNS SHALL APPROXIMATELY MATCH CENTERLINE OLD CANOPY COLUMNS. 2. VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL DRAWINGS AND SITE SURVEY PRIOR TO START OF WORK. RESOLVE ANY DISCREPANCY WITH ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 3. FOR CLARITY, EXTERIOR SLABS AND SIDEWALKS MAY NOT BE SHOWN IN THEIR ENTIRETY. FOR EXACT DIMENSIONS, LOCATIONS, JOINTS & SCORE LINES - SEE ARCHITECTURAL DRAWINGS AND VERIFY EXISTING CONDITIONS IN FIELD 4. DEMOLITION NOTES: DEMOLITION NOTES: A. DEMO/REMOVE EXISTING FOOTINGS DEMO/REMOVE EXISTING FOOTINGS B. DEMO EXISTING SLAB AS REQUIRED FOR DEMO/REMOVAL OF EXISTING DEMO EXISTING SLAB AS REQUIRED FOR DEMO/REMOVAL OF EXISTING FOOTINGS AND INSTALLATION OF NEW FOOTINGS. C. UNLESS EXISTING CONDITIONS DICTATE OTHERWISE, EXTENT OF SLAB UNLESS EXISTING CONDITIONS DICTATE OTHERWISE, EXTENT OF SLAB DEMO/REMOVAL SHALL BE TO SLAB EDGES AND TO SLAB CONTROL/CONSTRUCTION JOINTS. 6. TOPS OF FOOTINGS SHALL MATCH EXISTING TOP OF ADJACENT SLAB TOPS OF FOOTINGS SHALL MATCH EXISTING TOP OF ADJACENT SLAB ELEVATIONS. VERIFY ELEVATIONS IN FIELD. 7. REPLACE SLABS ON GRADE TO SIMILAR LAYOUT AS EXST. PROVIDE REPLACE SLABS ON GRADE TO SIMILAR LAYOUT AS EXST. PROVIDE EXPANSION JOINT MATERIAL BETWEEN NEW AND EXST SLABS ON GRADE.
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%%UFOUNDATION PLAN NOTES
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4
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REPLACE DEMO'D SLAB WITH 4" CONCRETE SLAB-ON-GRADE WITH 6X6-W2.9XW2.9 W.W.F.
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4
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PLANS
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ROOF%%32FRAMING
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FOUNDATION%%32&
GENERAL STRUCTURAL NOTES
GENERAL
FOUNDATION AND EARTHWORK
CONCRETE
REINFORCING STEEL
”
“ ”
STRUCTURAL STEEL
“
STEEL DECKING
SHOP DRAWINGS (SUBMITTALS)
STATEMENT OF SPECIAL INSPECTION
Regi
ster
edPro
fess ional Engineer
(Structural)
I
ZONA, U . S . A.A
Date Signed. . . .R
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(TYPICAL UNLESS NOTED OTHERWISE) 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, WITH CITY OF TUCSON/PIMA COUNTY MODIFICATIONS. 2. DESIGN LOADS: DESIGN LOADS: LIVE LOADS: FLAT, SLOPED, CURVED ROOF 20 PSF 20 PSF DEAD LOADS: CANOPY ROOF 4 PSF 4 PSF WIND LOAD: IBC 2012/ASCE 7-10 RISK CATEGORY III ULTIMATE DESIGN WIND SPEED = 120 MPH (3 SECOND GUST) EXPOSURE B SEISMIC LOAD: IBC 2012/ASCE 7-10 RISK CATEGORY III IMPORTANCE FACTOR: Ie = 1.00 SITE CLASS D Sds = 0.287 Sd1 = 0.124 SEISMIC DESIGN CATEGORY B R = 3 Cs = Sds / (R/Ie) = 0.0956 V = CsW = 0.0956 W = 0.0956 * 900 LBS = 82 LBS 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMING FOR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO BEGINNING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. 5. REFER TO SITE PLAN AND ARCHITECTURAL DRAWINGS FOR REFER TO SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATION AND DETAILS OF SITE WORK ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE NO DIMENSION IS PROVIDED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 8. ESTABLISH AND VERIFY THE SIZE AND LOCATION OF ALL ESTABLISH AND VERIFY THE SIZE AND LOCATION OF ALL BLOCKOUTS, INSERTS, OPENINGS, CURBS, BASES AND PADS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADE, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 9. ALL DETAILS SHOWN APPLY WHETHER OR NOT SPECIFICALLY ALL DETAILS SHOWN APPLY WHETHER OR NOT SPECIFICALLY REFERENCED. 10. TYPICAL DETAILS ARE NOT CUT ON DRAWINGS, BUT APPLY TYPICAL DETAILS ARE NOT CUT ON DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 11. OPTIONS, IF INDICATED, ARE FOR THE CONTRACTOR'S OPTIONS, IF INDICATED, ARE FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES IF HE CHOOSES AN OPTION AND SHALL COORDINATE ALL THE DETAILS. 12. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN ARIZONA. 13. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, BACKFILL AND WIND.
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1. GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR DESIGN/REVIEW. 2. PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE IS 1500 PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE IS 1500 PSF AT 1'-6" MINIMUM BEARING DEPTH. 3. FOUNDATIONS SHALL BEAR UPON ENGINEERED FILL OR FOUNDATIONS SHALL BEAR UPON ENGINEERED FILL OR UNDISTURBED SOIL. EARTHWORK, EXISTING CONDITIONS, AND PRESUMED SOIL BEARING PRESSURES SHALL BE VERIFIED IN THE FIELD BY A REGISTERED GEOTECHNICAL ENGINEER. 4. ALL EXTERIOR FINISHED GRADES SHALL SLOPE TO DRAIN FROM ALL EXTERIOR FINISHED GRADES SHALL SLOPE TO DRAIN FROM STRUCTURE TO ELIMINATE WATER POOLS ADJACENT TO FOUNDATIONS. 5. ALL ABANDONED UTILITIES, FOOTINGS, ETC. THAT INTERFERES ALL ABANDONED UTILITIES, FOOTINGS, ETC. THAT INTERFERES WITH NEW CONSTRUCTION SHALL BE REMOVED. 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. 7. THE OWNER OR ARCHITECT SHALL SUBMIT A FINAL SET OF THE OWNER OR ARCHITECT SHALL SUBMIT A FINAL SET OF STRUCTURAL AND ARCHITECTURAL DRAWINGS TO THE GEOTECHNICAL ENGINEER FOR REVIEW PRIOR TO THE START OF CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO CONCRETE PLACEMENT.
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1. ALL CONCRETE SHALL BE READY MIXED CONFORMING TO ASTM ALL CONCRETE SHALL BE READY MIXED CONFORMING TO ASTM C-94. TYPE II PORTLAND CEMENT SHALL BE USED FOR ALL CONCRETE. THE FOLLOWING MINIMUM STRENGTH AT 28 DAYS SHALL BE ATTAINED. FOUNDATIONS 3000 PSI 3000 PSI SLABS ON GRADE, SIDEWALKS 4000 PSI 4000 PSI 2. THE FOLLOWING LATEST EDITIONS OF ACI STANDARDS OF THE FOLLOWING LATEST EDITIONS OF ACI STANDARDS OF RECOMMENDED PRACTICE SHALL APPLY TO ALL CONCRETE WORK. A. ACI 318 CODE REQUIREMENTS FOR REINFORCED ACI 318 CODE REQUIREMENTS FOR REINFORCED CONCRETE. B. ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 3. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD. SLUMP SHALL NOT BE MORE THAN 4 INCHES +/- 1.5 INCHES PRIOR TO THE ADDITION OF ADMIXTURES. ANY DEVIATIONS FROM THESE REQUIREMENTS SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER. 4. FLY ASH SHALL BE LIMITED TO 25 PERCENT OF CEMENTITIOUS FLY ASH SHALL BE LIMITED TO 25 PERCENT OF CEMENTITIOUS MATERIALS. 5. CONCRETE SHALL NOT BE DROPPED MORE THAN FOUR FEET CONCRETE SHALL NOT BE DROPPED MORE THAN FOUR FEET VERTICALLY. 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT SLABS ON GRADE 4 INCHES OR LESS IN THICKNESS, THEY NEED BE VIBRATED ONLY AT AREAS OF REINFORCEMENT, THICKENED AREAS AND ADJACENT TO PENETRATIONS. 7. CONCRETE FOOTINGS AND PADS MAY BE POURED AGAINST CONCRETE FOOTINGS AND PADS MAY BE POURED AGAINST NEAT EXCAVATIONS, PROVIDED PLAN DIMENSIONS ARE ADHERED TO. 8. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS, AND OTHER ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. 9. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE PRIOR TO PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. NOTIFY THE ARCHITECT IN ADVANCE OF NOTIFY THE ARCHITECT IN ADVANCE OF CONSTRUCTION OF CONDITIONS NOT SHOWN ON DRAWINGS. 10. PROVIDE 1/2 INCH PREFORMED JOINT FILLER WHERE EXTERIOR PROVIDE 1/2 INCH PREFORMED JOINT FILLER WHERE EXTERIOR SLAB ABUTS VERTICAL SURFACES, TYPICAL UNLESS NOTED OTHERWISE. 11. CONCRETE TESTING SHALL BE DONE IN CONFORMANCE WITH CONCRETE TESTING SHALL BE DONE IN CONFORMANCE WITH ACI-318 SECTION 5.6. 12. CONCRETE CURING SHALL BE PERFORMED IN CONFORMANCE CONCRETE CURING SHALL BE PERFORMED IN CONFORMANCE WITH ACI-318 SECTION 5.11. 13. NO CONSTRUCTION JOINTS (OTHER THAN THOSE SHOWN ON NO CONSTRUCTION JOINTS (OTHER THAN THOSE SHOWN ON DRAWINGS) SHALL BE INSTALLED WITHOUT APPROVAL OF THE ENGINEER. 14. CONTRACTOR SHALL SUBMIT MIX DESIGNS WITH CONTRACTOR SHALL SUBMIT MIX DESIGNS WITH CORRESPONDING PRIOR TEST RESULTS FOR EACH MIX DESIGN. THE USE/LOCATIONS FOR EACH CONCRETE MIX DESIGN SHALL BE CLEARLY IDENTIFIED.
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1. REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615, GRADE 60 FOR #3 REBAR AND LARGER UNLESS NOTED OTHERWISE. 2. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM SPECIFICATION A706. WELDING ELECTRODES FOR REINFORCING STEEL SHALL BE E90XX, UNLESS NOTED OTHERWISE. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 AND SHALL HAVE MINIMUM YIELD STRENGTH OF 65000 PSI. 4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE MINIMUM CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST EARTH - 3” CONCRETE TO BE IN CONTACT WITH EARTH OR WEATHER: BARS GREATER THAN #5 - 2" BARS #5 OR LESS - 1 1/2" CONCRETE NOT TO BE EXPOSED TO GROUND, WEATHER OR LIQUID: BEAMS AND COLUMNS - 1 1/2" SLABS, WALLS AND JOISTS - 3/4" SLABS, WALLS AND JOISTS - 3/4" 5. ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED, ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED, ANCHORED AND SUPPORTED BY CHAIRS, SPACERS, POSITIONERS OR HANGERS. 6. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS, STEMWALLS, WALLS AND BEAMS. 7. ALL REINFORCING IN CONCRETE SHALL BE CONTINUOUS OR ALL REINFORCING IN CONCRETE SHALL BE CONTINUOUS OR LAPPED AS PER ACI 318. IF SPLICING OF THE BARS IS REQUIRED, NO MORE THAN 50 PERCENT OF THE BARS SHALL BE SPLICED AT ONE LOCATION. ALL BAR SPLICE LOCATIONS AND DETAILS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 8. UNLESS NOTED OTHERWISE; LAP SPLICES IN CONCRETE BEAMS UNLESS NOTED OTHERWISE; LAP SPLICES IN CONCRETE BEAMS AND SLABS SHALL BE CLASS “B” TENSION LAP SPLICES PER B” TENSION LAP SPLICES PER TENSION LAP SPLICES PER LATEST EDITION OF ACI 318. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. 9. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN 6 INCHES OR THE SPACING OF CROSS WIRES PLUS 2 INCHES, WHICHEVER IS GREATEST.
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1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO ASTM A36 (FY = 36000 PSI), UNLESS NOTED OTHERWISE. ALL STRUCTURAL SQUARE OR RECTANGULAR TUBE SHAPES SHALL CONFORM TO ASTM A500, GRADE B (FY = 46000 PSI). 3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325-N. ALL UNFINISHED BOLTS (MACHINE BOLTS) AND NUTS SHALL CONFORM TO ASTM A307, GRADE A, (SIZES ARE SHOWN ON DRAWINGS). 4. ANCHOR BOLTS, PLAIN OR THREADED BARS AND ANCHORS ANCHOR BOLTS, PLAIN OR THREADED BARS AND ANCHORS SHALL CONFORM TO ASTM F1554, GRADE 36. 5. ALL HEADED STUDS SHALL CONFORM TO ASTM A108. ALL HEADED STUDS SHALL CONFORM TO ASTM A108. 6. ALL WELDING SHALL BE DONE IN CONFORMANCE WITH AWS ALL WELDING SHALL BE DONE IN CONFORMANCE WITH AWS (AMERICAN WELDING SOCIETY) STRUCTURAL WELDING CODE. 7. ALL WELDING ELECTRODES SHALL CONFORM TO ASTM A233 ALL WELDING ELECTRODES SHALL CONFORM TO ASTM A233 AND AWS A5.1, GRADE E-70XX. 8. THE STEEL FABRICATOR SHALL FURNISH ERECTION BOLTS, THE STEEL FABRICATOR SHALL FURNISH ERECTION BOLTS, CLIP ANGLES, AND TEMPORARY FASTENINGS REQUIRED FOR ERECTION. 9. COLUMN BASES AND SPLICED ENDS SHALL BE MILLED OR SAW COLUMN BASES AND SPLICED ENDS SHALL BE MILLED OR SAW CUT TO PROVIDE FULL BEARING. 10. MINIMUM BOLTED CONNECTION SHALL BE 2 BOLTS - UNLESS MINIMUM BOLTED CONNECTION SHALL BE 2 BOLTS - UNLESS SHOWN OR NOTED OTHERWISE. 11. BOLT HOLES SHALL BE 1/16 INCH LARGER IN DIAMETER THAN BOLT HOLES SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE BOLT, UNLESS NOTED OTHERWISE. 12. PRIMARY FIELD CONNECTIONS SHALL BE BOLTED, USING HEAVY PRIMARY FIELD CONNECTIONS SHALL BE BOLTED, USING HEAVY HEXAGON STRUCTURAL A325 BOLTS, FRICTION TYPE, WITH ONE HARDENED WASHER, UNLESS NOTED. BOLTED CONNECTIONS SHALL BE ASSEMBLED IN ACCORDANCE WITH “SPECIFICATIONS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS", LATEST REVISION. WELDED EQUIVALENT MAY BE SUBSTITUTED IF SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. 13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL PRIOR TO FABRICATION.
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1. ALL STEEL DECK AND ACCESSORIES SHALL BE ASTM A653 or ALL STEEL DECK AND ACCESSORIES SHALL BE ASTM A653 or ASTM A1063 STEEL, ZINC COATED (GALVANIZED) DESIGNATION G90. THE DECKING SHALL HAVE MINIMUM YIELD STRENGTH OF 50,000 PSI. 2. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.3 ``SPECIFICATION FOR WELDING SHEET METAL IN STRUCTURES" BY WELDERS EXPERIENCED IN LIGHT GAGE STEEL DECK WORK. ALL WELDING ELECTRODES SHALL BE E60XX. 3. THE FIRST SHEET OF STEEL DECK ADJACENT AND PARALLEL THE FIRST SHEET OF STEEL DECK ADJACENT AND PARALLEL TO WALLS, PERIMETER MEMBERS OR MEMBERS IDENTIFIED AS CHORD, COLLECTOR, OR DRAG MEMBERS (ON ONE OR BOTH SIDES AS APPLICABLE) SHALL BE FULL PANEL WIDTH SHEETS. 4. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2 MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2 INCHES. 5. DECKING UNITS SHALL BE CONTINUOUS OVER THREE OR MORE DECKING UNITS SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE FRAMING DOES NOT PERMIT. 6. STEEL DECK FOR USE AS COMPOSITE DECK WITH CONCRETE STEEL DECK FOR USE AS COMPOSITE DECK WITH CONCRETE SHALL HAVE DEFORMATIONS ADEQUATE TO PROVIDE STRUCTURAL BOND WITH THE CONCRETE. 7. PROVIDE FLASHING AND CLOSURE PLATES AT ENDS OF ALL PROVIDE FLASHING AND CLOSURE PLATES AT ENDS OF ALL UNITS. 8. DECK AT ROOF OF CANOPIES SHALL BE 3" DEEP, 32" WIDE, DECK AT ROOF OF CANOPIES SHALL BE 3" DEEP, 32" WIDE, 22 GAGE GALVANIZED STEEL N TYPE DECK (VERCO PLN3 OR EQUAL WITH A MINIMUM POSITIVE S=0.353 (IN3), NEGATIVE S=0.405 (IN3), AND I=0.721 (IN4) PER FOOT OF WIDTH). DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DECK SHALL BE ATTACHED FOR A MINIMUM DIAPHRAGM SHEAR CAPACITY OF 264 PLF USING THE FOLLOWING MINIMUM ATTACHMENTS: WELD DECK TO SUPPORTING MEMBERS WITH 5 - 5/8" DIAMETER PUDDLE WELDS PER SHEET AT ENDS, END LAPS, AND AT INTERMEDIATE SUPPORTS, AND AT 12" O.C. AT PERIMETER SUPPORTS AND OPENING EDGES RUNNING PARALLEL TO THE DECK. SIDE SEAM ATTACHMENTS SHALL BE #10 TEK SCREWS AT 24" O.C. - OR - OR - CONNECT DECK TO SUPPORTING MEMBERS WITH 5- #12 SELF TAPPING SCREWS WITH NEOPRENE WASHERS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE SUPPORTS, AND AT 12" O.C. AT PERIMETER SUPPORTS AND OPENING EDGES RUNNING PARALLEL TO THE DECK. SIDE SEAM ATTACHMENTS SHALL BE #10 SELF TAPPING SCREWS AT 24" O.C.
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1. SUBMITTAL REVIEW IS INTENDED ONLY AS AN AID TO THE SUBMITTAL REVIEW IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. 2. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY SHALL NOT BE CONSIDERED AS CHANGES TO THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED IN CONFORMANCE TO THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP THE CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS AS REVIEWED PRIOR TO SUBMITTAL. SHOP DRAWINGS SUBMITTED WITHOUT STAMP INDICATING REVIEW BY CONTRACTOR SHALL BE RETURNED UN-REVIEWED. 4. ALL SUBMITTALS SHALL STATE SPECIFICALLY THAT THEY HAVE ALL SUBMITTALS SHALL STATE SPECIFICALLY THAT THEY HAVE BEEN PREPARED BASED ON THESE DRAWINGS (IDENTIFIED BY PROJECT NAME, SHEET NUMBER AND DATE.) SUBMITTALS WITHOUT THIS STATED VERIFICATION SHALL BE RETURNED UN-REVIEWED. 5. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DOCUMENTS FOR RESUBMITTAL AS A SHOP DRAWING IS PROHIBITED. SHOP DRAWINGS PRODUCED IN THIS MANNER WILL BE REJECTED. 6. THE CONTRACTOR/MANUFACTURER/FABRICATOR SHALL FLAG THE CONTRACTOR/MANUFACTURER/FABRICATOR SHALL FLAG (CLOUD) ALL ITEMS NOT IN CONFORMANCE WITH CONTRACT DOCUMENTS. ANY CHANGES TO CONTRACT DOCUMENTS NOT FLAGGED OR CLOUDED BY SUBMITTING PARTIES SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED OTHERWISE. 7. THE ADEQUACY OF ENGINEERING DESIGN AND LAYOUT THE ADEQUACY OF ENGINEERING DESIGN AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE SUBMITTING PARTY. 8. THE ENGINEER HAS THE RIGHT TO APPROVE OR REJECT ANY THE ENGINEER HAS THE RIGHT TO APPROVE OR REJECT ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME INCLUDING AFTER SHOP DRAWING REVIEW. 9. VERIFY ALL DIMENSIONS WITH ARCHITECT.VERIFY ALL DIMENSIONS WITH ARCHITECT.
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THIS SPECIAL INSPECTION PROGRAM IS PROVIDED IN CONFORMANCE WITH IBC SECTIONS 1704 AND 1705 SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR CONTRACTOR FROM REQUESTING THE INSPECTIONS REQUIRED BY IBC SECTION 110. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER, THE ENGINEER OR ARCHITECT OF RECORD, OR AN AGENT OF THE OWNER, BUT NOT THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. 1. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING WORK: A. STEEL CONSTRUCTION STEEL CONSTRUCTION 1) WELDING WELDING 1) DETAILS DETAILS 2) HIGH-STRENGTH BOLTS HIGH-STRENGTH BOLTS B. CONCRETE CONCRETE SPECIAL INSPECTIONS OF CONCRETE SLABS SHALL SPECIFICALLY NOT ADDRESS VAPOR BARRIER NOT ADDRESS VAPOR BARRIER ADDRESS VAPOR BARRIER ADDRESS VAPOR BARRIER VAPOR BARRIER CONSIDERATIONS. C. SOILS SOILS 2. NAME OF SPECIAL INSPECTOR: FOR STRUCTURAL ITEMS ABOVE, NAME OF SPECIAL INSPECTOR: FOR STRUCTURAL ITEMS ABOVE, THE SPECIAL INSPECTOR SHALL BE, OR WORK UNDER THE DIRECT SUPERVISION OF, THE STRUCTURAL ENGINEER OF RECORD - STRUCTURAL CONCEPTS INC., PHONE NO. (520) 721-2324. FOR GEOTECHNICAL ITEMS ABOVE, THE SPECIAL INSPECTOR SHALL BE, OR WORK UNDER THE DIRECT SUPERVISION OF, THE GEOTECHNICAL ENGINEER OF RECORD. THE OWNER, AT HIS OPTION, MAY DESIGNATE AN ALTERNATE SPECIAL INSPECTOR, OBTAIN THE REQUIRED CERTIFICATE(S), AND MAKE THE NECESSARY NOTIFICATIONS TO ALL PARTIES INVOLVED. ALTERNATE SPECIAL INSPECTOR SHALL BE A LICENSED STRUCTURAL ENGINEER (OR A GEOTECHNICAL ENGINEER FOR GEOTECHNICAL ITEMS ONLY) OR AN ICC CERTIFIED SPECIAL INSPECTOR. 3. DUTIES OF SPECIAL INSPECTOR: OBSERVE FIELD CONDITIONS DUTIES OF SPECIAL INSPECTOR: OBSERVE FIELD CONDITIONS FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF UNCORRECTED, BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL. PREPARE FIELD REPORTS DAILY. FIELD REPORTS SHALL INDICATE, AS A MINIMUM, THE DATE, THE PORTION OF THE WORK THAT WAS INSPECTED, AND ANY UNCORRECTED DISCREPANCIES. UPON COMPLETION OF THE WORK, THE SPECIAL INSPECTION CERTIFICATE SHALL BE COMPLETED AND SEALED BY THE SUPERVISING ENGINEER AND SUBMITTED TO THE BUILDING OFFICIAL ALONG WITH COPIES OF THE FIELD REPORTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SPECIAL INSPECTOR AT LEAST ONE WORKING DAY IN ADVANCE TO SCHEDULE ANY SPECIAL INSPECTION.
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SCI No. 18-115S2 - 24 - 36X24
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CHECKED BY:
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DRAWN BY:
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PROJECT NO:
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DATE:
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THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS.
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DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
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REVISION SCHEDULE:
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APRIL 2018
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17.14.31
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#
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DATE
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DESCRIPTION
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ISSUED TO
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DRAWN BY:
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CHECKED BY:
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MCMAHON
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JENNIFER M.
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55005
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5
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8
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18
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EXPIRES 9/30/2016
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S-2
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NOTES
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STRUCTURAL
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GENERAL
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Amphitheater Public Schools Mesa Verde Elementary School Site Improvements
Regi
ster
edPro
fess ional Engineer
(Structural)
I
ZONA, U . S . A.A
Date Signed. . . .R
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3 1/2"
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1/8
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3/16
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GUSSET PLATE 3/16
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EACH SIDE
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FLASHING TO MATCH EXST CONDITIONS
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METAL ROOF DECK - SEE PLAN & GSN
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HSS BEAM - SEE PLAN
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AT ALL ENDS
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SCALE 1" = 1'-0"
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SECTION AT TYP COLUMN
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1
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18137S3
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1'-6" EMBED
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COL FTG
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COL FTG
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HSS BM - SEE PLAN
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3" CLR
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3" CLR
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4- #5 X
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SCI No. 18-115S3 - 24 - 36X24
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CHECKED BY:
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DRAWN BY:
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PROJECT NO:
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DATE:
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THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS / PLANNERS, OR DESIGNATED CONSULTANTS.
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DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R
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REVISION SCHEDULE:
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APRIL 2018
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17.14.31
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#
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DATE
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DESCRIPTION
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ISSUED TO
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DRAWN BY:
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CHECKED BY:
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MCMAHON
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JENNIFER M.
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55005
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5
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8
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18
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EXPIRES 9/30/2016
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%%130
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%%131
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ABBREVIATIONS
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ABOVE FINISH FLOOR
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SYMMETRICAL
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REBAR
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REINFORCING BAR
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D.L.
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DEAD LOAD
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FULL PENETRATION (WELD)
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HEADED STUD ANCHOR
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INTERIOR
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INSIDE DIAMETER
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INSIDE FACE
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JOINT
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HSA
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INT
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I.D.
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I.F.
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JT
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HEIGHT (DIMENSION)
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FRAMING
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HEIGHT (DIMENSION)
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HORIZONTAL
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HOOK
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GAGE
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GLUED-LAMINATED BEAM
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GENERAL STRUCTURAL NOTES
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GALVANIZED
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FOOT / FEET
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FOOTING
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HGT
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H
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HK
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HOR
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GSN
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GLB
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FRMG
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FTG
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F.P.
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GALV
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GA
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FT
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WORK POINT
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WELDED WIRE FABRIC
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WSCT
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W.W.F.
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WD
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W/O
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WP
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WAINSCOT
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WOOD
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WITHOUT
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TRANSVERSE
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TOP OF LEDGER
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TOP OF WALL
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TOP OF STEEL
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TOP OF PLATE
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TOP OF MASONRY
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WIDTH (DIMENSION)
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UNLESS NOTED OTHERWISE
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W/
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W
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U.N.O.
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TYP
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VERT
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WITH
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TYPICAL
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VERTICAL
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TRANS
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T.O.W.
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T.O.S.
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T.O.M.
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T.O.P.
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T.O.L.
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E.W.
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EACH WAY
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EXISTING
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FLOOR
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FOUNDATION
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EXCAVATE / EXCAVATION
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EXTERIOR
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FINISH FLOOR ELEVATION
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FACE OF
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FACE OF WALL
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FINISH GRADE
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EXPANSION
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EXISTING
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F.F.E.
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FLR
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FND
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F.G.
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F.O.
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F.O.W.
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(E)
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EXCAV
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EXST
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EXT
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EXP
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DETAIL
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DOWN
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DITTO
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EQUAL
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EQUIPMENT
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ELEVATION
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EACH FACE
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EXPANSION JOINT
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EDGE OF SLAB
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DRAWING(S)
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DEFLECTION
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E.F.
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E.O.S.
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E.J.
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EQ
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EQUIP
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EL
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DTL
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DN
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DO
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DWG(S)
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STEEL
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STL
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THICK(NESS)
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TONGUE & GROOVE
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TOP CHORD
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TOP & BOTTOM
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TOP OF FOOTING
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TOP OF DECK
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TOP OF BEAM
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TOTAL LOAD
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T.L.
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T.O.D.
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T.O.F.
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T.O.B.
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THK
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T.O.
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TOP OF
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T&B
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T&G
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T.C.
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SYM
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SQ
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SQUARE
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STAINLESS STEEL
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SPECIFICATION
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ROUGH SAWN
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REFERENCE
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REINFORCING STEEL
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SIMILAR
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SIM
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STA
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STD
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STIFF
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S.S.
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SPEC
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STATION
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STANDARD
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STIFFENER
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REQD
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REV
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RS
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REF
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REINF
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REQUIRED
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REVISION
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B.O.D.
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BOTTOM OF DECK
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MINIMUM
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MIN
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CONSTRUCTION (OR CONTROL) JOINT
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C.M.U.
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CONCRETE MASONRY UNIT
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COORDINATE
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DIAPHRAGM
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CENTER
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DOUBLE
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DEPTH (DIMENSION)
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DIAMETER
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CUBIC YARD
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CONTROL JOINT
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CONTINUOUS
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CONNECTION
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CONCRETE
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CTR
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DIAPH
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CY
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DBL
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DIA OR %%C
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D
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COORD
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CONN
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CONT
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CT.J.
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CONC
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BETWEEN
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BOTTOM
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BOTTOM OF FOOTING
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CUBIC FOOT
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BEARING
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CLEARANCE
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COLUMN
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CORRUGATED METAL PIPE
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CENTERLINE
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CAST-IN-PLACE
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C.I.P.
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C.J.
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C.M.P.
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CLR
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COL
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BTWN
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BOTT
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BRG
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CF
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B.O.F.
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OPPOSITE
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OPP
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REINFORCED CONCRETE PIPE
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OPEN WEB STEEL JOIST
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PRECAST CONCRETE
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PREFABRICATED
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POLYVINYL CHLORIDE (PIPE)
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POUNDS PER LINEAR FOOT
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POUNDS PER SQUARE FOOT
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POUNDS PER SQUARE INCH
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PREFAB
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PVC
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RCP
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R
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PSI
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PSF
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RADIUS
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PLWD
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PLF
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OWSJ
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P.C.
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PLATE
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PLYWOOD
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NOT IN CONTRACT
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NOT APPLICABLE
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NOT TO SCALE
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OUTSIDE FACE
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OUTSIDE DIAMETER
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NEW
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(N)
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O.D.
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OPNG
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O.F.
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OA
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O.C.
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OPENING
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OVERALL
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ON CENTER
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N/A
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N.I.C.
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N.T.S.
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MIR
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MTL
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MIRROR
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METAL
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APPROX
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APPROXIMATE
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BOTTOM CHORD
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BLOCKING
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BEAM
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BELOW FINISH FLOOR
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BITUMEN OR BITUMINOUS
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BUILDING
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BOTTOM OF
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BOTTOM OF BEAM
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ALL THREAD ROD
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BUILDING LINE
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ARCHITECTURAL
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B OR B.L.
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BLKG
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B.O.B.
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B.O.
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BLDG
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BM
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B.C.
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ARCH
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B.F.F.
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BIT
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ALUMINUM
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AGGREGATE BASE COURSE
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ALTERNATE
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ANCHOR BOLT
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ALUM
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A.B.
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A.B.C.
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A.F.F.
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ALT
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POUNDS
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LBS OR #
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LONGITUDINAL
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LINEAR FOOT
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MACHINE BOLT
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MECHANICAL
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LONG LEG HORIZONTAL
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LONG LEG VERTICAL
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MASONRY CONTROL JOINT
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MANUFACTURER('S)
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MATERIAL
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MAT'L
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M.C.J.
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MECH
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MFR('S)
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MAX
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M.B.
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MAXIMUM
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LLH
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LONG
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LLV
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L.F.
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L.L.
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LIVE LOAD
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KNOCKOUT (PANEL)
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LENGTH (DIMENSION)
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KIPS PER SQUARE INCH
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KIPS PER SQUARE FOOT
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KSF
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KSI
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L
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KO
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L
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S
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STEP IN FOOTING
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WATER SURFACE ELEVATION
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FIELD VERIFY
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F.V.
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FAR SIDE
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F.S.
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NEAR SIDE
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N.S.
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AT (MEASUREMENT)
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@
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ATR
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AZIMUTH
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AZ
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W.S.E.
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TOP OF CONCRETE
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T.O.C.
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HOLLOW STRUCTURAL STEEL
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HSS
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M.S.E.
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MECHANICALLY STABILIZED EARTH
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R.T.U.
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ROOF TOP UNIT (MECHANICAL)
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KIP (1000 POUNDS)
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K
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OVERHANG
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O.H.
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V.I.F.
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VERIFY IN FIELD
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SPIRAL-RIBBED PIPE
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SRP
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MASONRY
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MAS
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DOUGLAS FIR
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D.F.
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P.T.
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POST TENSION
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%%130 BM, COL & FTG
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%%131 3/8 X 8 X 0'-8"
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3/16
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HSS COL W/ CAP %%131 3/16, TOP
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3/16
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1
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1
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3 1/2"
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CAP %%131 3/16, TYP
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%%UNOTE
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SIMILAR AT INTERIOR COLUMN
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GUSSET PLATE
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TO COLUMN
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1'-6"
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1'-4"
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(3 BARS EACH FACE)
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#3 TIES @ 6" O.C.
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SEE PLAN
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EXST SLAB
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EXTENT OF SLAB DEMO SHALL BE TO EXST C.J. WHERE POSSIBLE
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PROVIDE E.J. AT SAWCUT OR EXST CONC FACE, TYP
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NEW SLAB ON-GRADE
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SEE PLAN
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EXST SLAB
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PROVIDE E.J. AT SAWCUT OR EXST CONC FACE, TYP
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NEW SLAB ON-GRADE
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S-3
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DETAILS
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STRUCTURAL
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ABBREVIATIONS%%32&
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Amphitheater Public Schools Mesa Verde Elementary School Site Improvements
Library
Administration
Multi Purpose
CLASSROOM
F
ADMINISTRATION
A
LIBRARY
B
CLASSROOM
C
CLASSROOM
F
CLASSROOM
F
CLASSROOM
C
CLASSROOM
C
MULTI-PURPOSE
D
BUILDING
E
CLASSROOM
F
SAGE STREET
SER
VIC
E
RO
AD
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
APRIL 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432
520/327-7611
Designers Mech: Plumb:
MECHANICAL ENGINEERING, L.L.C.
Project #:KGW KGW 18-150
Plumbing Site Plan
0
Plumbing Plan - Campus Site
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CHECKED BY:
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DRAWN BY:
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P1.0
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1" = 30'-0"
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30'
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90'
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PROVIDE NEW ELECTRIC WATER COOLER (P2)
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P2
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SEE SHEET P1.1 FOR WORK IN THIS AREA
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REMOVE EXISTING ELECTRIC WATER COOLER AND REPLACE WITH NEW P1. EXTEND WATER AND SEWER AS REQUIRED
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REMOVE EXISTING ELECTRIC WATER COOLER AND REPLACE WITH NEW P1. EXTEND WATER AND SEWER AS REQUIRED
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PLUMBING GENERAL NOTES 1. COORDINATE ALL WORK WITH ALL OTHER TRADES. EXACT ROUTING COORDINATE ALL WORK WITH ALL OTHER TRADES. EXACT ROUTING OF ALL PIPING SHALL BE CAREFULLY COORDINATED WITH ALL STRUCTURAL CONDITIONS. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING PIPING LOCATIONS, SIZES, INVERTS AND DIRECTION OF FLOW BEFORE THE START OF WORK. 3. PROVIDE REQUIRED DEMOLITION OF EXISTING PLUMBING EQUIPMENT, PROVIDE REQUIRED DEMOLITION OF EXISTING PLUMBING EQUIPMENT, FIXTURES, MATERIALS AND OTHER ITEMS WHICH ARE NOT TO BE REUSED IN NEW DESIGN. ALL ITEMS WHICH THE OWNER DOES NOT WISH TO SALVAGE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 4. ALL PLUMBING FIXTURES AND EQUIPMENT IDENTIFIED BY A "P" ALL PLUMBING FIXTURES AND EQUIPMENT IDENTIFIED BY A "P" NUMBER SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR, UNLESS NOTED OTHERWISE. SEE PLUMBING SCHEDULES. 5. OFFSET ALL PLUMBING VENTS AS REQUIRED INSURING MINIMUM OFFSET ALL PLUMBING VENTS AS REQUIRED INSURING MINIMUM 10'-0" CLEARANCE FROM ALL OUTSIDE AIR INTAKES. 6. ALL SEWER PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER ALL SEWER PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT UNLESS NOTED OTHERWISE.
UP
Amph
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Publ
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Sch
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Impr
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PROJECT NO:
DATE:
THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY
ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.
DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGEGROUP ARCHITECTS / PLANNERS. ANY REPRODUCTION
OR REUSE WITHOUT WRITTEN PERMISSION IS STRICTLYFORBIDDEN. R
REVISION SCHEDULE:
APRIL 2018
17.14.31
# DATE DESCRIPTION ISSUED TO
DRAWN BY:
CHECKED BY:
5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432
520/327-7611
Designers Mech: Plumb:
MECHANICAL ENGINEERING, L.L.C.
Project #:KGW KGW 18-150
Plumbing Plan
0
Plumbing Plan
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P2
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1/2"CW-CONNECT TO EXIST. 3/4" CW
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PROVIDE 1-1/2"V-CONNECT TO EXIST. VTR AT 3-COMP SINK
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1/2"CW DOWN IN WALL TO P2
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2"S-CONNECT TO EXIST. 2"S SAW-CUT AS REQ'D. PATCH AND MATCH EXISTING SURFACE AS REQ'D
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PLUMBING GENERAL REQUIREMENTS CODES: CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE SHALL COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE SHALL COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE COMPLY WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE WITH ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE ALL REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE REQUIREMENTS OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE OF THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE FOLLOWING CODES: INTERNATIONAL BUILDING CODE FOLLOWING CODES: INTERNATIONAL BUILDING CODE CODES: INTERNATIONAL BUILDING CODE CODES: INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE BUILDING CODE BUILDING CODE CODE CODE (2012 EDITION), INTERNATIONAL MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), EDITION), INTERNATIONAL MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), EDITION), INTERNATIONAL MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), INTERNATIONAL MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), INTERNATIONAL MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), MECHANICAL CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), INTERNATIONAL PLUMBING CODE (2012 EDITION), PLUMBING CODE (2012 EDITION), PLUMBING CODE (2012 EDITION), CODE (2012 EDITION), CODE (2012 EDITION), (2012 EDITION), (2012 EDITION), EDITION), EDITION), INTERNATIONAL FUEL GAS CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE FUEL GAS CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE FUEL GAS CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE GAS CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE GAS CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE CODE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE (2012 EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE EDITION), INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE INTERNATIONAL ENERGY CONSERVATION CODE (2012 EDITION) AND THE ENERGY CONSERVATION CODE (2012 EDITION) AND THE ENERGY CONSERVATION CODE (2012 EDITION) AND THE CONSERVATION CODE (2012 EDITION) AND THE CONSERVATION CODE (2012 EDITION) AND THE CODE (2012 EDITION) AND THE CODE (2012 EDITION) AND THE (2012 EDITION) AND THE (2012 EDITION) AND THE EDITION) AND THE EDITION) AND THE AND THE AND THE THE THE INTERNATIONAL FIRE CODE (2012 EDITION) AS AMENDED BY THE LOCAL GOVERNING AGENCY. GENERAL: THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, INCLUDE THE FURNISHING OF ALL MATERIALS, LABOR, THE FURNISHING OF ALL MATERIALS, LABOR, THE FURNISHING OF ALL MATERIALS, LABOR, FURNISHING OF ALL MATERIALS, LABOR, FURNISHING OF ALL MATERIALS, LABOR, OF ALL MATERIALS, LABOR, OF ALL MATERIALS, LABOR, ALL MATERIALS, LABOR, ALL MATERIALS, LABOR, MATERIALS, LABOR, MATERIALS, LABOR, LABOR, LABOR, TRANSPORTATION, TOOLS, PERMITS, FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE TOOLS, PERMITS, FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE TOOLS, PERMITS, FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE PERMITS, FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE PERMITS, FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE FEES, INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE INSPECTIONS, UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE UTILITIES AND INCIDENTALS NECESSARY FOR THE COMPLETE AND INCIDENTALS NECESSARY FOR THE COMPLETE AND INCIDENTALS NECESSARY FOR THE COMPLETE INCIDENTALS NECESSARY FOR THE COMPLETE INCIDENTALS NECESSARY FOR THE COMPLETE NECESSARY FOR THE COMPLETE NECESSARY FOR THE COMPLETE FOR THE COMPLETE FOR THE COMPLETE THE COMPLETE THE COMPLETE COMPLETE COMPLETE INSTALLATION OF ALL WORK REQUIRED BY THE CONTRACT DRAWINGS. DRAWINGS: THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY ARE DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY DIAGRAMMATIC IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY IN CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY CHARACTER AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY AND CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY CANNOT SHOW EVERY CONNECTION IN DETAIL OR EVERY SHOW EVERY CONNECTION IN DETAIL OR EVERY SHOW EVERY CONNECTION IN DETAIL OR EVERY EVERY CONNECTION IN DETAIL OR EVERY EVERY CONNECTION IN DETAIL OR EVERY CONNECTION IN DETAIL OR EVERY CONNECTION IN DETAIL OR EVERY IN DETAIL OR EVERY IN DETAIL OR EVERY DETAIL OR EVERY DETAIL OR EVERY OR EVERY OR EVERY EVERY EVERY PIPE IN ITS EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO IN ITS EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO IN ITS EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO ITS EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO ITS EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO EXACT LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO LOCATION. THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO THESE DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO DETAILS ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO ARE SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO SUBJECT TO THE REQUIREMENTS OF ORDINANCES AND ALSO TO THE REQUIREMENTS OF ORDINANCES AND ALSO TO THE REQUIREMENTS OF ORDINANCES AND ALSO THE REQUIREMENTS OF ORDINANCES AND ALSO THE REQUIREMENTS OF ORDINANCES AND ALSO REQUIREMENTS OF ORDINANCES AND ALSO REQUIREMENTS OF ORDINANCES AND ALSO OF ORDINANCES AND ALSO OF ORDINANCES AND ALSO ORDINANCES AND ALSO ORDINANCES AND ALSO AND ALSO AND ALSO ALSO ALSO STRUCTURAL AND ARCHITECTURAL CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH AND ARCHITECTURAL CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH AND ARCHITECTURAL CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH ARCHITECTURAL CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH ARCHITECTURAL CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH THE CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONTRACTOR SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH SHALL CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CAREFULLY INVESTIGATE STRUCTURAL AND FINISH INVESTIGATE STRUCTURAL AND FINISH INVESTIGATE STRUCTURAL AND FINISH STRUCTURAL AND FINISH STRUCTURAL AND FINISH AND FINISH AND FINISH FINISH FINISH CONDITIONS AND SHALL COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS AND SHALL COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS AND SHALL COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS SHALL COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS SHALL COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS COORDINATE WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS WITH THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS TO AVOID INTERFERENCE BETWEEN THE VARIOUS TO AVOID INTERFERENCE BETWEEN THE VARIOUS AVOID INTERFERENCE BETWEEN THE VARIOUS AVOID INTERFERENCE BETWEEN THE VARIOUS INTERFERENCE BETWEEN THE VARIOUS INTERFERENCE BETWEEN THE VARIOUS BETWEEN THE VARIOUS BETWEEN THE VARIOUS THE VARIOUS THE VARIOUS VARIOUS VARIOUS PHASES OF WORK. WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, OF WORK. WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, OF WORK. WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WORK. WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WORK. WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WORK SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, SHALL BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, BE LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, LAID OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, OUT SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, SO THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, THAT IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, IT WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, WILL BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, BE CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, CONCEALED IN FURRED CHASES OR ABOVE CEILINGS, IN FURRED CHASES OR ABOVE CEILINGS, IN FURRED CHASES OR ABOVE CEILINGS, FURRED CHASES OR ABOVE CEILINGS, FURRED CHASES OR ABOVE CEILINGS, CHASES OR ABOVE CEILINGS, CHASES OR ABOVE CEILINGS, OR ABOVE CEILINGS, OR ABOVE CEILINGS, ABOVE CEILINGS, ABOVE CEILINGS, CEILINGS, CEILINGS, ETC., IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL OF THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL THE BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL BUILDING, UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL UNLESS SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL SPECIFICALLY NOTED OR INDICATED TO BE EXPOSED. WORK SHALL NOTED OR INDICATED TO BE EXPOSED. WORK SHALL NOTED OR INDICATED TO BE EXPOSED. WORK SHALL OR INDICATED TO BE EXPOSED. WORK SHALL OR INDICATED TO BE EXPOSED. WORK SHALL INDICATED TO BE EXPOSED. WORK SHALL INDICATED TO BE EXPOSED. WORK SHALL TO BE EXPOSED. WORK SHALL TO BE EXPOSED. WORK SHALL BE EXPOSED. WORK SHALL BE EXPOSED. WORK SHALL EXPOSED. WORK SHALL EXPOSED. WORK SHALL WORK SHALL WORK SHALL WORK SHALL SHALL SHALL BE INSTALLED TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO INSTALLED TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO INSTALLED TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO AVOID CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO CRIPPLING OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO OF STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO MEMBERS. ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO ALL WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO WORK SHALL BE RUN PARALLEL OR PERPENDICULAR TO SHALL BE RUN PARALLEL OR PERPENDICULAR TO SHALL BE RUN PARALLEL OR PERPENDICULAR TO BE RUN PARALLEL OR PERPENDICULAR TO BE RUN PARALLEL OR PERPENDICULAR TO RUN PARALLEL OR PERPENDICULAR TO RUN PARALLEL OR PERPENDICULAR TO PARALLEL OR PERPENDICULAR TO PARALLEL OR PERPENDICULAR TO OR PERPENDICULAR TO OR PERPENDICULAR TO PERPENDICULAR TO PERPENDICULAR TO TO TO THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE OF THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE OF THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE BUILDING UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE UNLESS OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE OTHERWISE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE NOTED. THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE APPROXIMATE LOCATION OF EACH ITEM IS INDICATED ON THE LOCATION OF EACH ITEM IS INDICATED ON THE LOCATION OF EACH ITEM IS INDICATED ON THE OF EACH ITEM IS INDICATED ON THE OF EACH ITEM IS INDICATED ON THE EACH ITEM IS INDICATED ON THE EACH ITEM IS INDICATED ON THE ITEM IS INDICATED ON THE ITEM IS INDICATED ON THE IS INDICATED ON THE IS INDICATED ON THE INDICATED ON THE INDICATED ON THE ON THE ON THE THE THE DRAWINGS. THESE DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT THESE DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT THESE DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT THESE DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT DRAWINGS ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT ARE NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT NOT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT INTENDED TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT TO GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT GIVE COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT COMPLETE AND EXACT DETAILS IN REGARD TO LOCATION. EXACT AND EXACT DETAILS IN REGARD TO LOCATION. EXACT AND EXACT DETAILS IN REGARD TO LOCATION. EXACT EXACT DETAILS IN REGARD TO LOCATION. EXACT EXACT DETAILS IN REGARD TO LOCATION. EXACT DETAILS IN REGARD TO LOCATION. EXACT DETAILS IN REGARD TO LOCATION. EXACT IN REGARD TO LOCATION. EXACT IN REGARD TO LOCATION. EXACT REGARD TO LOCATION. EXACT REGARD TO LOCATION. EXACT TO LOCATION. EXACT TO LOCATION. EXACT LOCATION. EXACT LOCATION. EXACT EXACT EXACT EXACT LOCATIONS ARE TO BE DETERMINED BY ACTUAL MEASUREMENTS OF THE BUILDING. EQUIPMENT INSTALLATION: PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT INSTALLATION: PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT INSTALLATION: PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT AT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PROPER POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT POINTS TO PERMIT REMOVAL OF PIPE AND EQUIPMENT TO PERMIT REMOVAL OF PIPE AND EQUIPMENT TO PERMIT REMOVAL OF PIPE AND EQUIPMENT PERMIT REMOVAL OF PIPE AND EQUIPMENT PERMIT REMOVAL OF PIPE AND EQUIPMENT REMOVAL OF PIPE AND EQUIPMENT REMOVAL OF PIPE AND EQUIPMENT OF PIPE AND EQUIPMENT OF PIPE AND EQUIPMENT PIPE AND EQUIPMENT PIPE AND EQUIPMENT AND EQUIPMENT AND EQUIPMENT EQUIPMENT EQUIPMENT WITHOUT DAMAGE TO OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT DAMAGE TO OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT DAMAGE TO OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT TO OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT TO OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT OTHER PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT PARTS OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT OF THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT THE SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT SYSTEM. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT EQUIPMENT SHALL BE INSTALLED IN A MANNER TO PERMIT SHALL BE INSTALLED IN A MANNER TO PERMIT SHALL BE INSTALLED IN A MANNER TO PERMIT BE INSTALLED IN A MANNER TO PERMIT BE INSTALLED IN A MANNER TO PERMIT INSTALLED IN A MANNER TO PERMIT INSTALLED IN A MANNER TO PERMIT IN A MANNER TO PERMIT IN A MANNER TO PERMIT A MANNER TO PERMIT A MANNER TO PERMIT MANNER TO PERMIT MANNER TO PERMIT TO PERMIT TO PERMIT PERMIT PERMIT ACCESS TO PARTS REQUIRING SERVICE WITHOUT DISASSEMBLY OF OTHER EQUIPMENT. EXCAVATION AND BACKFILL: THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE AND BACKFILL: THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE AND BACKFILL: THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE BACKFILL: THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE BACKFILL: THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE SHALL PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE PROVIDE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF THE EXCAVATION REQUIRED FOR THE INSTALLATION OF THE EXCAVATION REQUIRED FOR THE INSTALLATION OF THE REQUIRED FOR THE INSTALLATION OF THE REQUIRED FOR THE INSTALLATION OF THE FOR THE INSTALLATION OF THE FOR THE INSTALLATION OF THE THE INSTALLATION OF THE THE INSTALLATION OF THE INSTALLATION OF THE INSTALLATION OF THE OF THE OF THE THE THE WORK. CONTRACTOR SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY CONTRACTOR SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY CONTRACTOR SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY CONTRACTOR SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY SHALL BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY BACKFILL, COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY COMPACT AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY AND REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY REPAIR CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY CONCRETE OR PAVING TO MATCH EXISTING FINISH AS CLOSELY OR PAVING TO MATCH EXISTING FINISH AS CLOSELY OR PAVING TO MATCH EXISTING FINISH AS CLOSELY PAVING TO MATCH EXISTING FINISH AS CLOSELY PAVING TO MATCH EXISTING FINISH AS CLOSELY TO MATCH EXISTING FINISH AS CLOSELY TO MATCH EXISTING FINISH AS CLOSELY MATCH EXISTING FINISH AS CLOSELY MATCH EXISTING FINISH AS CLOSELY EXISTING FINISH AS CLOSELY EXISTING FINISH AS CLOSELY FINISH AS CLOSELY FINISH AS CLOSELY AS CLOSELY AS CLOSELY CLOSELY CLOSELY AS POSSIBLE. EXISTING FACILITIES: LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR FACILITIES: LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR FACILITIES: LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR LOSS OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR DAMAGE TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR TO EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR EXISTING FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR FACILITY CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR BY THE CONTRACTOR SHALL BE REPAIRED OR BY THE CONTRACTOR SHALL BE REPAIRED OR THE CONTRACTOR SHALL BE REPAIRED OR THE CONTRACTOR SHALL BE REPAIRED OR CONTRACTOR SHALL BE REPAIRED OR CONTRACTOR SHALL BE REPAIRED OR SHALL BE REPAIRED OR SHALL BE REPAIRED OR BE REPAIRED OR BE REPAIRED OR REPAIRED OR REPAIRED OR OR OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL CONTRACTOR TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL TO THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL THE OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL OWNER'S SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL SATISFACTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL AT NO COST TO THE OWNER. THE CONTRACTOR SHALL AT NO COST TO THE OWNER. THE CONTRACTOR SHALL NO COST TO THE OWNER. THE CONTRACTOR SHALL NO COST TO THE OWNER. THE CONTRACTOR SHALL COST TO THE OWNER. THE CONTRACTOR SHALL COST TO THE OWNER. THE CONTRACTOR SHALL TO THE OWNER. THE CONTRACTOR SHALL TO THE OWNER. THE CONTRACTOR SHALL THE OWNER. THE CONTRACTOR SHALL THE OWNER. THE CONTRACTOR SHALL OWNER. THE CONTRACTOR SHALL OWNER. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL COORDINATE ALL WORK REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY ALL WORK REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY ALL WORK REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY WORK REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY WORK REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY REQUIRED IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY IN EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY EXISTING AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY AREAS WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY WITH THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY THE OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY OWNER AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY AND SHALL ARRANGE FOR ALL TEMPORARY UTILITY SHALL ARRANGE FOR ALL TEMPORARY UTILITY SHALL ARRANGE FOR ALL TEMPORARY UTILITY ARRANGE FOR ALL TEMPORARY UTILITY ARRANGE FOR ALL TEMPORARY UTILITY FOR ALL TEMPORARY UTILITY FOR ALL TEMPORARY UTILITY ALL TEMPORARY UTILITY ALL TEMPORARY UTILITY TEMPORARY UTILITY TEMPORARY UTILITY UTILITY UTILITY SERVICES, PROTECTION OF THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH PROTECTION OF THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH PROTECTION OF THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH OF THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH OF THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH THE FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH FACILITY AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH AND ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH ITS CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH CONTENTS, BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH BARRICADES, SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH SAFETY DEVICES, ETC., REQUIRED TO ACCOMPLISH DEVICES, ETC., REQUIRED TO ACCOMPLISH DEVICES, ETC., REQUIRED TO ACCOMPLISH ETC., REQUIRED TO ACCOMPLISH ETC., REQUIRED TO ACCOMPLISH REQUIRED TO ACCOMPLISH REQUIRED TO ACCOMPLISH TO ACCOMPLISH TO ACCOMPLISH ACCOMPLISH ACCOMPLISH THE WORK. THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE SHALL REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE REMOVE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE AND REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE REINSTALL EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE EXISTING CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE CONSTRUCTION IF REQUIRED TO ACCOMPLISH THE IF REQUIRED TO ACCOMPLISH THE IF REQUIRED TO ACCOMPLISH THE REQUIRED TO ACCOMPLISH THE REQUIRED TO ACCOMPLISH THE TO ACCOMPLISH THE TO ACCOMPLISH THE ACCOMPLISH THE ACCOMPLISH THE THE THE WORK. NOTIFY THE OWNER AT LEAST TWO DAYS IN ADVANCE OF ALL REQUIRED SERVICE OUTAGES.
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PLUMBING FIXTURE SCHEDULE
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MARK
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P1
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P2
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FIXTURE
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ELECTRIC
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WATER
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COOLER
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ELECTRIC
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WATER
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COOLER
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DESCRIPTION
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ELKAY #VRC8WSK NON-FILTERED,BARRIER FREE WATER COOLER WITH BOTTLE FILLING STATION
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8.0 GPH CAPACITY OF 50 DEG. WATER AT 90 DEG. AMBIENT TEMPERATURE
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370 WATTS, 120/1/60. PROVIDE "P" TRAP AND McGUIRE CHROME PLATED LOOSE
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KEY ANGLE STOP & SUPPLY. UNIT SHALL BE RATED FOR INDOOR/OUTDOOR USE.
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ELKAY #VRCTL8WSK NON-FILTERED, TWO STATION, BARRIER FREE WATER COOLER WITH BOTTLE
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FILLING STATION. 8.0 GPH CAPACITY OF 50 DEG. WATER AT 90 DEG. AMBIENT TEMPERATURE
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370 WATTS, 120/1/60. PROVIDE "P" TRAP AND McGUIRE CHROME PLATED LOOSE
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KEY ANGLE STOP & SUPPLY.
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TOTAL FIXTURE UNITS
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* PER 2012 IPC SECTION 604.1, THE WATER PIPE SIZE TO CONFORM TO AN ACCEPTED ENGINEERING PRACTICE.
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** FIXTURE SERVICE PIPE SIZE SHALL BE THE SIZE INDICATED WITH REDUCER (IF REQ'D) AS CLOSE TO FIXTURE CONNECTION AS POSSIBLE
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QTY
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2
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1
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WASTE
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FIXTURE UNITS
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FU
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0.5
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0.5
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TOTAL
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1
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0.5
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1.5
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WATER
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FIXTURE UNITS*
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FU
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0.5
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0.5
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TOTAL
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1
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0.5
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1.5
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CONNECTION SIZES (INCHES) **
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WASTE
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2
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2
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VENT
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1 1/2
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1 1/2
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HOT
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-
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-
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COLD
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1/2
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1/2
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SUBSTITUTIONS: EQUIPMENT OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR EQUIPMENT OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR EQUIPMENT OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR EQUIPMENT OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR OF EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR EQUAL QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR QUALITY TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR TO THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR THAT SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR SPECIFIED MAY BE SUBSTITUTED PROVIDED IT MEETS OR MAY BE SUBSTITUTED PROVIDED IT MEETS OR MAY BE SUBSTITUTED PROVIDED IT MEETS OR BE SUBSTITUTED PROVIDED IT MEETS OR BE SUBSTITUTED PROVIDED IT MEETS OR SUBSTITUTED PROVIDED IT MEETS OR SUBSTITUTED PROVIDED IT MEETS OR PROVIDED IT MEETS OR PROVIDED IT MEETS OR IT MEETS OR IT MEETS OR MEETS OR MEETS OR OR OR EXCEEDS THE CAPACITY SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE THE CAPACITY SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE THE CAPACITY SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE CAPACITY SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE CAPACITY SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE SCHEDULED, IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE IS OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE OF SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE SIMILAR CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE CONSTRUCTION, AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE AND WILL FIT IN THE SPACE ALLOTTED WITH AMPLE WILL FIT IN THE SPACE ALLOTTED WITH AMPLE WILL FIT IN THE SPACE ALLOTTED WITH AMPLE FIT IN THE SPACE ALLOTTED WITH AMPLE FIT IN THE SPACE ALLOTTED WITH AMPLE IN THE SPACE ALLOTTED WITH AMPLE IN THE SPACE ALLOTTED WITH AMPLE THE SPACE ALLOTTED WITH AMPLE THE SPACE ALLOTTED WITH AMPLE SPACE ALLOTTED WITH AMPLE SPACE ALLOTTED WITH AMPLE ALLOTTED WITH AMPLE ALLOTTED WITH AMPLE WITH AMPLE WITH AMPLE AMPLE AMPLE SERVICE CLEARANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES CLEARANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES CLEARANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES FOR THE COORDINATION WITH ALL OTHER TRADES FOR THE COORDINATION WITH ALL OTHER TRADES THE COORDINATION WITH ALL OTHER TRADES THE COORDINATION WITH ALL OTHER TRADES COORDINATION WITH ALL OTHER TRADES COORDINATION WITH ALL OTHER TRADES WITH ALL OTHER TRADES WITH ALL OTHER TRADES ALL OTHER TRADES ALL OTHER TRADES OTHER TRADES OTHER TRADES TRADES TRADES (SUCH AS ELECTRICAL AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE AS ELECTRICAL AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE AS ELECTRICAL AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE ELECTRICAL AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE ELECTRICAL AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE AND STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE STRUCTURAL) OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE OF ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE ANY PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE PRODUCT REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE REQUIRING A CHANGE IN THE WORK OF THAT TRADE. THE A CHANGE IN THE WORK OF THAT TRADE. THE A CHANGE IN THE WORK OF THAT TRADE. THE CHANGE IN THE WORK OF THAT TRADE. THE CHANGE IN THE WORK OF THAT TRADE. THE IN THE WORK OF THAT TRADE. THE IN THE WORK OF THAT TRADE. THE THE WORK OF THAT TRADE. THE THE WORK OF THAT TRADE. THE WORK OF THAT TRADE. THE WORK OF THAT TRADE. THE OF THAT TRADE. THE OF THAT TRADE. THE THAT TRADE. THE THAT TRADE. THE TRADE. THE TRADE. THE THE THE THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. SHALL ALSO BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. SHALL ALSO BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ALSO BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ALSO BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. BE RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. RESPONSIBLE FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. FOR ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ANY ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. ADDITIONAL COSTS ASSOCIATED WITH SUCH A CHANGE. COSTS ASSOCIATED WITH SUCH A CHANGE. COSTS ASSOCIATED WITH SUCH A CHANGE. ASSOCIATED WITH SUCH A CHANGE. ASSOCIATED WITH SUCH A CHANGE. WITH SUCH A CHANGE. WITH SUCH A CHANGE. SUCH A CHANGE. SUCH A CHANGE. A CHANGE. A CHANGE. CHANGE. CHANGE. MATERIALS OF CONSTRUCTION SHALL BE AS SPECIFIED. SUPPORTS, ANCHORS AND SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING ANCHORS AND SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING ANCHORS AND SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING AND SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING AND SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING SLEEVES: SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING SUPPORT HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING HORIZONTAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING WITH STEEL CLEVIS HANGERS AND VERTICAL PIPING STEEL CLEVIS HANGERS AND VERTICAL PIPING STEEL CLEVIS HANGERS AND VERTICAL PIPING CLEVIS HANGERS AND VERTICAL PIPING CLEVIS HANGERS AND VERTICAL PIPING HANGERS AND VERTICAL PIPING HANGERS AND VERTICAL PIPING AND VERTICAL PIPING AND VERTICAL PIPING VERTICAL PIPING VERTICAL PIPING PIPING PIPING WITH RISER CLAMPS. PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER RISER CLAMPS. PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER RISER CLAMPS. PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER CLAMPS. PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER CLAMPS. PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER PROVIDE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER PLATED HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER HANGERS AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER AND CLAMPS FOR COPPER PIPING OR WRAP THE COPPER CLAMPS FOR COPPER PIPING OR WRAP THE COPPER CLAMPS FOR COPPER PIPING OR WRAP THE COPPER FOR COPPER PIPING OR WRAP THE COPPER FOR COPPER PIPING OR WRAP THE COPPER COPPER PIPING OR WRAP THE COPPER COPPER PIPING OR WRAP THE COPPER PIPING OR WRAP THE COPPER PIPING OR WRAP THE COPPER OR WRAP THE COPPER OR WRAP THE COPPER WRAP THE COPPER WRAP THE COPPER THE COPPER THE COPPER COPPER COPPER PIPE AT HANGERS WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN AT HANGERS WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN AT HANGERS WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN HANGERS WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN HANGERS WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN WITH TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN TWO LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN LAYERS OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN OF PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN PVC TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN TAPE OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN OR EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN EQUIVALENT. HANGER SPACING AND ROD SIZE SHALL BE IN HANGER SPACING AND ROD SIZE SHALL BE IN HANGER SPACING AND ROD SIZE SHALL BE IN HANGER SPACING AND ROD SIZE SHALL BE IN SPACING AND ROD SIZE SHALL BE IN SPACING AND ROD SIZE SHALL BE IN AND ROD SIZE SHALL BE IN AND ROD SIZE SHALL BE IN ROD SIZE SHALL BE IN ROD SIZE SHALL BE IN SIZE SHALL BE IN SIZE SHALL BE IN SHALL BE IN SHALL BE IN BE IN BE IN IN IN ACCORDANCE WITH THE LOCAL CODE AND/OR ASHRAE STANDARDS. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DRAWINGS: PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DRAWINGS: PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR SHOP DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DRAWINGS AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR AND MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR MANUFACTURER'S DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DATA ON ALL PLUMBING FIXTURES AND TRIM FOR DATA ON ALL PLUMBING FIXTURES AND TRIM FOR ON ALL PLUMBING FIXTURES AND TRIM FOR ON ALL PLUMBING FIXTURES AND TRIM FOR ALL PLUMBING FIXTURES AND TRIM FOR ALL PLUMBING FIXTURES AND TRIM FOR PLUMBING FIXTURES AND TRIM FOR PLUMBING FIXTURES AND TRIM FOR FIXTURES AND TRIM FOR FIXTURES AND TRIM FOR AND TRIM FOR AND TRIM FOR TRIM FOR TRIM FOR FOR FOR APPROVAL. WARRANTY: PROVIDE TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS PROVIDE TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS PROVIDE TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS PROVIDE TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS TWO YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS YEAR WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS WARRANTY FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS FROM DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS DATE OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS OF FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS FINAL ACCEPTANCE ON ALL LABOR AND MATERIALS ACCEPTANCE ON ALL LABOR AND MATERIALS ACCEPTANCE ON ALL LABOR AND MATERIALS ON ALL LABOR AND MATERIALS ON ALL LABOR AND MATERIALS ALL LABOR AND MATERIALS ALL LABOR AND MATERIALS LABOR AND MATERIALS LABOR AND MATERIALS AND MATERIALS AND MATERIALS MATERIALS MATERIALS PROVIDED UNDER THIS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS UNDER THIS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS UNDER THIS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS THIS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS THIS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS CONTRACT. PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS PROVIDE AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS AN ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS ADDITIONAL FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS FIVE YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS YEAR WARRANTY ON THE MOTOR_COMPRESSOR UNITS WARRANTY ON THE MOTOR_COMPRESSOR UNITS WARRANTY ON THE MOTOR_COMPRESSOR UNITS ON THE MOTOR_COMPRESSOR UNITS ON THE MOTOR_COMPRESSOR UNITS THE MOTOR_COMPRESSOR UNITS THE MOTOR_COMPRESSOR UNITS MOTOR_COMPRESSOR UNITS MOTOR_COMPRESSOR UNITS UNITS UNITS FOR ALL AIR CONDITIONING OR HEAT PUMP EQUIPMENT AND WATER HEATERS. OPERATION AND MAINTENANCE MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING AND MAINTENANCE MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING AND MAINTENANCE MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING MAINTENANCE MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING MAINTENANCE MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING MANUAL: PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING PROVIDE A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING A COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING COMPLETE INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING INDEXED, BOUND MANUAL OF ALL EQUIPMENT REQUIRING BOUND MANUAL OF ALL EQUIPMENT REQUIRING BOUND MANUAL OF ALL EQUIPMENT REQUIRING MANUAL OF ALL EQUIPMENT REQUIRING MANUAL OF ALL EQUIPMENT REQUIRING OF ALL EQUIPMENT REQUIRING OF ALL EQUIPMENT REQUIRING ALL EQUIPMENT REQUIRING ALL EQUIPMENT REQUIRING EQUIPMENT REQUIRING EQUIPMENT REQUIRING REQUIRING REQUIRING MAINTENANCE. CLEAN_UP: CONTRACTOR SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CONTRACTOR SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CONTRACTOR SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CONTRACTOR SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY SHALL MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY MAINTAIN PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY PREMISES IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY IN CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CLEAN CONDITION AT END OF EACH DAY AND THOROUGHLY CONDITION AT END OF EACH DAY AND THOROUGHLY CONDITION AT END OF EACH DAY AND THOROUGHLY AT END OF EACH DAY AND THOROUGHLY AT END OF EACH DAY AND THOROUGHLY END OF EACH DAY AND THOROUGHLY END OF EACH DAY AND THOROUGHLY OF EACH DAY AND THOROUGHLY OF EACH DAY AND THOROUGHLY EACH DAY AND THOROUGHLY EACH DAY AND THOROUGHLY DAY AND THOROUGHLY DAY AND THOROUGHLY AND THOROUGHLY AND THOROUGHLY THOROUGHLY THOROUGHLY CLEAN_UP AT END OF CONSTRUCTION. PLUMBING: PIPING: SANITARY SOIL AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SANITARY SOIL AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SANITARY SOIL AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SOIL AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SOIL AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC VENT PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC PIPING SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SHALL BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC BE SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC SCHEDULE 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC 40 PVC PIPING WITH DWV FITTINGS AND LOW VOC PVC PIPING WITH DWV FITTINGS AND LOW VOC PVC PIPING WITH DWV FITTINGS AND LOW VOC PIPING WITH DWV FITTINGS AND LOW VOC PIPING WITH DWV FITTINGS AND LOW VOC WITH DWV FITTINGS AND LOW VOC WITH DWV FITTINGS AND LOW VOC DWV FITTINGS AND LOW VOC DWV FITTINGS AND LOW VOC FITTINGS AND LOW VOC FITTINGS AND LOW VOC AND LOW VOC AND LOW VOC LOW VOC LOW VOC VOC VOC SOLVENT JOINTS AS APPROVED BY CODE AGENCIES. DOMESTIC WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND GRADE SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND SHALL BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND BE TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND TYPE "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND "L" HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND HARD TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND TEMPER COPPER PIPE WITH WROUGHT FITTINGS AND COPPER PIPE WITH WROUGHT FITTINGS AND COPPER PIPE WITH WROUGHT FITTINGS AND PIPE WITH WROUGHT FITTINGS AND PIPE WITH WROUGHT FITTINGS AND WITH WROUGHT FITTINGS AND WITH WROUGHT FITTINGS AND WROUGHT FITTINGS AND WROUGHT FITTINGS AND FITTINGS AND FITTINGS AND AND AND 95_5 LEAD FREE SOLDER JOINTS.
AutoCAD SHX Text
EXECUTION: SLOPE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE SLOPE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE SLOPE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE SLOPE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE DRAINAGE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE PIPING INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE INSIDE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE AND OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE OUTSIDE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE OF BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE BUILDING IN ACCORDANCE WITH REQUIREMENTS OF THE IN ACCORDANCE WITH REQUIREMENTS OF THE IN ACCORDANCE WITH REQUIREMENTS OF THE ACCORDANCE WITH REQUIREMENTS OF THE ACCORDANCE WITH REQUIREMENTS OF THE WITH REQUIREMENTS OF THE WITH REQUIREMENTS OF THE REQUIREMENTS OF THE REQUIREMENTS OF THE OF THE OF THE THE THE GOVERNING PLUMBING CODES. ESTABLISH GRADE LINES WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND GRADE LINES WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND GRADE LINES WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND LINES WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND LINES WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND WITH SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND SURVEYOR'S LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND LEVEL. VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND VERIFY LOCATION OF SEWER TAPS BEFORE START OF WORK AND LOCATION OF SEWER TAPS BEFORE START OF WORK AND LOCATION OF SEWER TAPS BEFORE START OF WORK AND OF SEWER TAPS BEFORE START OF WORK AND OF SEWER TAPS BEFORE START OF WORK AND SEWER TAPS BEFORE START OF WORK AND SEWER TAPS BEFORE START OF WORK AND TAPS BEFORE START OF WORK AND TAPS BEFORE START OF WORK AND BEFORE START OF WORK AND BEFORE START OF WORK AND START OF WORK AND START OF WORK AND OF WORK AND OF WORK AND WORK AND WORK AND AND AND MAKE NECESSARY GRADE ADJUSTMENTS. DRAIN VENT LINES BACK TO SOIL LINES. INSTALL WATER PIPING TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WATER PIPING TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WATER PIPING TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER PIPING TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER PIPING TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER TO AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER AVOID CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER CONTACT WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WITH STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER STRUCTURE WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER WHEN POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER POSSIBLE TO PREVENT EXCESSIVE WATER HAMMER TO PREVENT EXCESSIVE WATER HAMMER TO PREVENT EXCESSIVE WATER HAMMER PREVENT EXCESSIVE WATER HAMMER PREVENT EXCESSIVE WATER HAMMER EXCESSIVE WATER HAMMER EXCESSIVE WATER HAMMER WATER HAMMER WATER HAMMER HAMMER HAMMER NOISE TRANSMISSION. ALL PIPING SHALL BE INSTALLED AT RIGHT ANGLES TO THE BUILDING LINES AND PLUMB. WRAP METALLIC PIPE IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT METALLIC PIPE IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT METALLIC PIPE IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT PIPE IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT PIPE IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT IN CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT CONTACT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT WITH CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT CONCRETE BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT BLOCK, SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT SLABS OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT OR STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT STUCCO WITH 10 MIL THICK PVC TAPE TO PREVENT WITH 10 MIL THICK PVC TAPE TO PREVENT WITH 10 MIL THICK PVC TAPE TO PREVENT 10 MIL THICK PVC TAPE TO PREVENT 10 MIL THICK PVC TAPE TO PREVENT MIL THICK PVC TAPE TO PREVENT MIL THICK PVC TAPE TO PREVENT THICK PVC TAPE TO PREVENT THICK PVC TAPE TO PREVENT PVC TAPE TO PREVENT PVC TAPE TO PREVENT TAPE TO PREVENT TAPE TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT CORROSION. FLUSH PIPING CLEAN WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR PIPING CLEAN WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR PIPING CLEAN WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR CLEAN WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR CLEAN WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR WITH WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR WATER AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR AFTER INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR INSTALLATION. DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR DISINFECT POTABLE WATER SYSTEM PER CODE, AWWA C651, OR POTABLE WATER SYSTEM PER CODE, AWWA C651, OR POTABLE WATER SYSTEM PER CODE, AWWA C651, OR WATER SYSTEM PER CODE, AWWA C651, OR WATER SYSTEM PER CODE, AWWA C651, OR SYSTEM PER CODE, AWWA C651, OR SYSTEM PER CODE, AWWA C651, OR PER CODE, AWWA C651, OR PER CODE, AWWA C651, OR CODE, AWWA C651, OR CODE, AWWA C651, OR AWWA C651, OR AWWA C651, OR C651, OR C651, OR OR OR AWWA C652 AND SUBMIT TEST RESULTS. TEST WATER PIPING AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, WATER PIPING AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, WATER PIPING AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PIPING AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PIPING AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, AT 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, 100 PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PSIG FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, FOR A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, A CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, CONTINUOUS PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, PERIOD OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, OF NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, NOT LESS THAN FOUR (4) HOURS. DURING THIS TIME, LESS THAN FOUR (4) HOURS. DURING THIS TIME, LESS THAN FOUR (4) HOURS. DURING THIS TIME, THAN FOUR (4) HOURS. DURING THIS TIME, THAN FOUR (4) HOURS. DURING THIS TIME, FOUR (4) HOURS. DURING THIS TIME, FOUR (4) HOURS. DURING THIS TIME, (4) HOURS. DURING THIS TIME, (4) HOURS. DURING THIS TIME, HOURS. DURING THIS TIME, HOURS. DURING THIS TIME, DURING THIS TIME, DURING THIS TIME, DURING THIS TIME, THIS TIME, THIS TIME, TIME, TIME, CAREFULLY INSPECT THE SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN INSPECT THE SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN INSPECT THE SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN THE SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN THE SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN SYSTEM FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN FOR LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN LEAKS. CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN CONTRACTOR SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN SHALL REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN REPAIR ALL LEAKS IF NECESSARY AND TEST AGAIN ALL LEAKS IF NECESSARY AND TEST AGAIN ALL LEAKS IF NECESSARY AND TEST AGAIN LEAKS IF NECESSARY AND TEST AGAIN LEAKS IF NECESSARY AND TEST AGAIN IF NECESSARY AND TEST AGAIN IF NECESSARY AND TEST AGAIN NECESSARY AND TEST AGAIN NECESSARY AND TEST AGAIN AND TEST AGAIN AND TEST AGAIN TEST AGAIN TEST AGAIN AGAIN AGAIN UNTIL NO LEAKAGE IS DETECTED. TEST SOIL, WASTE AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SOIL, WASTE AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SOIL, WASTE AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 WASTE AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 WASTE AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 AND VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 VENT SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SYSTEMS BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 BY PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 PLUGGING LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 LINES AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 AND FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 FILLING SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SYSTEMS WITH WATER TO A STATIC HEAD OF 10 SYSTEMS WITH WATER TO A STATIC HEAD OF 10 WITH WATER TO A STATIC HEAD OF 10 WITH WATER TO A STATIC HEAD OF 10 WATER TO A STATIC HEAD OF 10 WATER TO A STATIC HEAD OF 10 TO A STATIC HEAD OF 10 TO A STATIC HEAD OF 10 A STATIC HEAD OF 10 A STATIC HEAD OF 10 STATIC HEAD OF 10 STATIC HEAD OF 10 HEAD OF 10 HEAD OF 10 OF 10 OF 10 10 10 FEET OF WATER. OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, OF WATER. OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, OF WATER. OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, WATER. OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, WATER. OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, OBSERVE WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, WATER LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, LEVEL FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, FOR A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, A TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, TWO (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, (2) HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, HOUR PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, PERIOD. IF LEVEL IS LOWERED, INDICATING LEAKAGE, IF LEVEL IS LOWERED, INDICATING LEAKAGE, IF LEVEL IS LOWERED, INDICATING LEAKAGE, IF LEVEL IS LOWERED, INDICATING LEAKAGE, LEVEL IS LOWERED, INDICATING LEAKAGE, LEVEL IS LOWERED, INDICATING LEAKAGE, IS LOWERED, INDICATING LEAKAGE, IS LOWERED, INDICATING LEAKAGE, LOWERED, INDICATING LEAKAGE, LOWERED, INDICATING LEAKAGE, INDICATING LEAKAGE, INDICATING LEAKAGE, LEAKAGE, LEAKAGE, REPAIR LEAKS AND TEST AGAIN UNTIL NO FURTHER LEAKAGE IS DETECTED.
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