Central Park Restroom Building South Salt Lake City
2797 South 200 East South Salt Lake City, UT 84115
ADDENDUM 002 January 20, 2017
TO BID DOCUMENTS DATED 01/09/2016
For Central Park Restroom Building
CONTRACT DOCUMENTS
1. All contract documents have been updated to print legibly (see attached). 2. Restroom Building bid form has been modified (see attached). 3. Pavilion Bid Form has been modified (see attached).
CONSTRUCTION DOCUMENTS
1. C1.00 CIVIL SITE PLAN a. Delete “new meter”, connect to existing 1” meter. b. Add detail of connection from 1” water line to 1 ½” waterline. c. Add 6’ concrete path to Add Alternate No. 2 @ east end of basketball court. d. Increase width of walk @ south side of playground to 6’. e. Add note to all unfinished planters: “Planter areas to be excavated 6”
below grade, typ.” f. Revise irrigation sleeve locations. g. Broom finish concrete locations.
2. C1.01 CIVIL SITE DETAILS a. Add sheet
3. C2.00 CIVIL GRADING PLAN a. Add sheet
4. A5.01 DETAILS a. Add sheet
5. A5.02 DETAILS a. Add sheet
6. A6.00 DOOR SCHEDULE a. Add sheet
7. M2.00 MECHANICAL PLANS a. Add note for plumber to coordinate location of floor sink prior to pouring
slab. b. Grease interceptor connection revisions per plan.
BIDDING QUESTIONS Is the Subcontractor and Supplier Report due with bid package? Same question with the Agreement Document? Yes for both. Will you please post the attendance of the pre-bid meeting? See attached.
Central Park Restroom Building South Salt Lake City
2797 South 200 East South Salt Lake City, UT 84115
While reading Q&A section, I noticed reference to Addendum # 2 to be issued on 1/17. Addendum # 2 is not showing in BidSync Documents tab. Where can I find Addendum # 2? Addendum No. 2 will be issued on 1/20. ATTACHMENTS:
CONTRACT DOCUMENTS C1.00 CIVIL SITE PLAN C1.01 CIVIL SITE DETAILS C2.00 CIVIL GRADING PLAN A5.01 DETAILS A5.02 DETAILS A6.00 DOOR SCHEDULE M2.00 MECHANICAL PLANS
END OF DOCUMENT
CLAYBOURNE AVE.
20
0 E
AS
T
PROPERTY LINE
EXISTING
CENTRAL PARK
COMMUNITY CENTER
EXISTING
HEAD START
BUILDING
(E) PICKLE
BALL COURTS
(E) BASKETBALL COURTS
EXISTING WATERLINE
NEW 1 1/2" WATERLINE- CONNECT TO (E) 1" WATER METER.
INCREASE TO 1-1/3" SERVICE LINE AFTER METER
EXISTING 8" SANITARY SEWER
NEW 6" SANITARY SEWER - CONNECT
TO (E) 8" SANITARY SEWER MAIN
EXISTING WATER METER
(E) CONCRETE (E) ASPHALT - REMOVE AND REPLACE
AS PART OF ALT. 2
(E) TURF
1
16' - 0"
C1.00
2
RAMP PORTION OF SIDEWALK PER CODE TO
MATCH NEW PAD TO EXISTING SIDEWALK AS REQ.
1 - PLANTER AREAS TO BE EXCAVATED 6" BELOW GRADE TYP.
2 - CUT AND REPAIR SIDEWALK AS NEEDED FOR NEW
SEWER, WATER, AND ELECTRICAL LINES
3 - LANDSCAPING BY OWNER - TYP.
KEYNOTES
2
2
1
PROJECT SCOPE BOUNDARY
SITE LEGEND
ALT. NO.1 BOUNDARY
ALT. NO.2 BOUNDARY
SANITARY SEWER LINE
WATER LINE
4" IRRIGATION SLEEVE
NEW CONCRETE
- LIGHT BROOM FINISH
COORDINATE CONTROL
JOINTS W/ ARCHITECT
11
1
1
1
1
ADA RAMP
9' - 6" 11' - 0"
6' -
6"
6' -
0"
11' - 0"
5' - 0"
6' -
0"
11' - 6" 9' - 0"
9' -
6"
49
' - 0
"
3' -
6"
6' -
0"
6' - 6"
3
3
3
SHEET NUMBER
CARBON PROJECT NO.
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REVISION
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NO. DATE DESCRIPTION
ISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.R:\PROJECT FILES\12-1128\12-1128-014\REVIT\SSL CENTRAL PARK CC 2016_SITE.rvt
C1.00
CIVIL SITE PLAN
12-1128-014
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1" = 40'-0"
SITE PLAN1
NO. DATE DESCRIPTION
1 01/13/17 ADDENDUM 1
NOTE:
- ALL CIVIL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF THE LATEST ADDITION OF THE APWA MANUAL OF STANDARD SPECIFICATIONS
- FIELD VERIFY CONNECTION LOCATIONS WITH PUBLIC WORKS INSPECTOR
1
1/8" = 1'-0"
ENLARGED PLAN2
1
SECTION
SEWER LATERAL RELOCATION
1. INSPECTION:
A. Prior to installation, secure acceptance by ENGINEER for all pipe, fittings, and
couplings to be used.
B. Prior to backfilling, secure inspection of installation by ENGINEER. Give at least
24 hours notice.
2. INSTALLATION:
A. Provide agency approved wye or tee with appropriate donut. Verify whether
CONTRACTOR or agency is to install the wye.
B. Tape wrap pipe as required by soil conditions.
C. Do not install couplings under the obstruction.
D. Under the obstruction, loosely compact granular material or sand. Flowable fill
not allowed.
3. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA
Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift
thickness is 8 inches before compaction.
SEWER LATERAL CONNECTION - APWA PLAN NO. 431
NOTE: MATERIALS MUST BE APPROVED BY OWNER
TRENCH BACKFILL - APWA PLAN NO. 381
SECTION
PIPE ZONE BACKFILL
1. BACKFILL: Do not use sewer rock or recycled RAP aggregate in the pipe zone
without ENGINEER’s written approval.
A. Granular Fill Below Pipe Spring Line.
1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise
by pipe manufacturer. When using concrete, provide at least Class 2,000 per
APWA Section 03 30 04.
2) Install and compact backfill material per pipe manufacturer' recommendations.
3) Water jetting is not allowed in backfilling operation.
4) Submission of quality control compaction test result data developed for
haunching areas may be requested by ENGINEER at any time.
CONTRACTOR is to provide results of tests immediately upon request.
B. Granular Fill Above Pipe Spring Line.
1) Furnish 3/4 inch crushed aggregate base material, unless specified otherwise
by pipe manufacturer. Place in lifts not exceeding 8 inches before
compaction.
2) Water jetting is not allowed in backfilling operation.
3) Compact per APWA Section 31 23 26 to a modified proctor density of 95
percent or greater unless pipe manufacturer requires more stringent
installation.
C. Flowable Fill.
1) Provide and place controlled low strength material per APWA Section 31 05
15 if allowed by pipe manufacturer.
2) Prevent pipe flotation by installing in lifts and providing pipe restraints as
required by pipe manufacturer.
3) Reset pipe to line and grade if pipe "floats" out of position.
2. PIPE ZONE WIDTH: Provide width recommended by pipe manufacturer. Width of
pipe zone is measured at the pipe spring line and includes any necessary sheathing.
In trench box applications, follow manufacturer’s recommendations.
3. PIPE LOCATION: Install pipe in center of trench or no closer than 6 inches from wall
of pipe to wall of trench.
4. PEA GRAVEL: Pea gravel is not allowed in any part of the pipe zone.
5. FOUNDATION STABILIZATION: Use sewer rock of APWA Section 31 05 13.
Installation of stabilization-separation geotextile per APWA Section 31 05 19 will be
required to separate backfill material and native subgrade materials if sewer rock
cannot provide a working surface or to prevent soils migration.
PIPE ZONE BACKFILL - APWA PLAN NO. 382 3/4" AND 1" METER - APWA PLAN NO. 521
WATER SERVICE LINE - APWA PLAN NO. 541
NOTE: MATERIALS MUST BE APPROVED BY OWNER
Waterline loop
1. INSPECTION: Prior to backfilling trench excavation, secure inspection of installation
by ENGINEER.
2. BACKFILL: Provide and place per APWA Section 33 05 20. Compact per APWA
Section 31 23 26 to a modified proctor density of 95 percent or greater. Maximum lift
thickness is 8 inches before compaction.
3. PIPE: Match existing service. Bend pipe around obstruction.
4. THRUST BLOCKS: Not required for flange or welded pipe systems.
5. FITTINGS: Use copper to copper flare fittings or copper to iron pack joint coupling
with locking split clamp on iron pipe side and flare on copper side. All couplings to be
brass.
6. GREASE: Apply poly-fm grease to all buried metal surfaces. Wrap with 8 mil thick
polyethylene sheet and tape wrap.
7. STEEL SPOOL: Weld in place and provide slip on flange except when fitting in pipe
system could move. Epoxy line per AWWA C210, AWWA C213, and coated per
AWWA C208, or AWWA C214.
8. LOCATION: Loop water mains over top of sewer lines.
1
1
1
1
SHEET NUMBER
CARBON PROJECT NO.
SEAL
REVISION
PR
OJE
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NA
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NO. DATE DESCRIPTION
ISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.R:\PROJECT FILES\12-1128\12-1128-014\REVIT\SSL CENTRAL PARK CC 2016_SITE.rvt
C1.01
CIVIL SITE DETAILS
12-1128-014
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NO. DATE DESCRIPTION
1 01/13/17 ADDENDUM 1
---
UTILITY DETAILS1
COMPACTED SUB-GRADE
FINISH GRADE OF EXISTING
ASPHALT PARKING HELD
DOWN APPROX. 6" FROM
TOP OF CURB
EXISTING CONCRETE CURB
AGGREGATE BASE, 4" MIN. DEPTH
THE INSTALLATION OF THE
TOPSOIL AND LAWN SOD WILL BE
COMPLETED UNDER A SEPARATE
CONTRACT AND IS NOT INCLUDED
IN THIS SCOPE OF WORK
6'-0"
SCALE: 1/2"=1'-0"
IMPORTED TOPSOIL
NEW CONCRETE WALK - SEE
SPECIFICATIONS AND DETAILS
EXISTING GRADE HELD
DOWN APPROX. 12" FROM
TOP OF CURB - FIELD VERIFY
SHEET NUMBER
CARBON PROJECT NO.
SEAL
REVISION
PR
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CT
NA
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NO. DATE DESCRIPTION
ISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.R:\PROJECT FILES\12-1128\12-1128-014\REVIT\SSL CENTRAL PARK CC 2016_SITE.rvt
C2.00
CIVIL GRADING
AND DRAINAGE
PLAN
12-1128-014
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NO. DATE DESCRIPTION
1 01/13/17 ADDENDUM 1
SCALE: 1" =
NORTH
1/16" = 1'-0"
0 8' 16' 32' 48'
8610 SOUTH SANDY PARKWAY, SUITE 200
SANDY, UTAH 84070
(801) 255-7700
mcneilengineering.com
2 01/20/17 ADDENDUM 2
2
A3.02
4
1' - 6
"1'
- 6"
0' - 8
"0'
- 10"
2' - 0
"0'
- 10"
0' - 8
"
8' - 0
"
HSS, RE: STRUC.
TRIM, TO MATCH METAL WALL PANEL
CONT. BACKER ROD + SEALANT
PRECAST CONCRETE SINK, COLOR PER ARCHITECT, SUPPORTS AS NEEDED, COORDINATE W/PLUMBING REQUIREMENTS
STAINLESS STEEL SOAP / SANITIZING DISPENSER
1
1
45.0°45.0°
1 1/2"
0' - 3" 0' - 8" 0' - 6" 0' - 6"
HSS, RE: STRUC.
TRIM, TO MATCH METAL WALL PANEL
CONT. BACKER ROD + SEALANT
MASONRY WALL
1
STAINLESS STEEL COUNTERTOP
INDUSTRIAL STRENGTH BRACKETS COORDINATE SPACING W/ ARCHITECT
1
OH COILING DOOR
VARIES
BLOCKING AS REQ'D.
SHEET NUMBERCARBON PROJECT NO
SEAL
REVISION
PRO
JEC
T N
AME
#
NO. DATE DESCRIPTIONISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.
A5.01
DETAILS
PROJ #
S OU
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LAKE
CEN
TRAL
PAR
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DIN
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2797
S 2
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TH S
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LAKE
, UT
8411
5A5
.01
SCALE: 1 1/2" = 1'-0"2
OUTDOOR SINK
SCALE: 1 1/2" = 1'-0"3
INSIDE CORNER, TYP.
SCALE: 1 1/2" = 1'-0"4
COUNTERTOP DETAIL
NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2
2
T.O. WALL10' - 8"
2X4 WOOD FRAMING
2X2 WOOD NAILER, RE: RCP FOR PATTERN
TRANSLUCENT POLYCARBONATE SKYLIGHTS, MFR: AMERILUX
LEXAPANEL STANDING SEAM SYSTEM, OR EQ.
END CAP PER MFR.
22 GA. PRE-FINISHED METAL FLASHING
CLAMP PER MFR.
TGI JOIST BEYOND
1
FLASH INTO SKYLIGHT SYSTEM PER MFR.
BATTEN AND RAFTER PER POLYCARBONATE PANEL WIDTH
1
A5.02
2X4 WOOD FRAMING
TAPERED INSULATION
SHEATHING, RE: STRUC.
A5.02
4
TRANSLUCENT POLYCARBONATE SKYLIGHTS, MFR: AMERILUX
LEXAPANEL STANDING SEAM SYSTEM, OR EQ.
FULLY ADHERED ROOF MEMBRANE SYSTEM -
OVERLAP NAILER, TYP.
JOISTS, RE: STRUC.
2X2 WOOD NAILER, RE: RCP FOR PATTERN
POLYCARBONATE
FOAM SPACER AND FASTENER PER MFR.
CONT. CLIP
22 GA. PRE-FINISHED METAL FLASHING
BATTEN BEYOND PER MFR.
8" M
IN
END CAP PER MFR.
22 GA. PRE-FINISHED METAL FLASHING
CLAMP PER MFR.
PIPE
CONTINUOUS SEALANT
DRAW BAND
METAL HOOD
EXTEND ROOFING BOOT BENEATH HOOD
ROOFING SYSTEM
18"
MIN
.
MIN.
8"
TRANSLUCENT POLYCARBONATE -PREDRILLED, EXPOSED FASTENERS, MFR: AMERILUX LEXAN THERMOCLEAR 15, 8MM PANEL, OR EQ.
J-MOLD
2X2 NAILER BELOW JOISTS, COORDINATE SPACING W/ARCHITECT
TGI JOISTS PER STRUC.
WALL PER PLANS
T.O. WALL10' - 8"
B
MECHANICALLY FASTENED ROOF MEMBRANE SYSTEM
PRESSURE TREATED LEDGER
SHEATHING, RE: STRUC.
TAPERED INSULATION
CEILING PER SCHED.
1/4" BENT STEEL PLATE, GALVANIZED
COPING + WALL BEYOND
1' - 0
"0'
- 4"
4" M
IN
CONT. FLANGE, FASTENERS @4" O.C.
3"
FLASHING PER MFR.
CONT. SEALANT
8"
SHEET NUMBERCARBON PROJECT NO
SEAL
REVISION
PRO
JEC
T N
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#
NO. DATE DESCRIPTIONISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.
A5.02
DETAILS
PROJ #
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NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2
SCALE: 1 1/2" = 1'-0"1
SKYLIGHT SECTION 1
SCALE: 1 1/2" = 1'-0"3
SKYLIGHT SECTION 2, TYP.
SCALE: 1 1/2" = 1'-0"2
PIPE PENETRATION
SCALE: 3" = 1'-0"4
CEILING EDGE DETAILSCALE: 1 1/2" = 1'-0"
5SECONDARY DRAIN DETAIL, TYP.
2
GALVANIZED IMBED PLATE
0' - 0
3/8
"0'
- 1 1
/2"
HONED CMU
1/4" CONT. BENT/WELDED FRAME
CONTINUOUS HINGE
3/8" STEEL FRAME, GALVANIZED
1 3/8" 18 GA. CORRUGATED METAL DECK, WELD TO FRAME
INTERIOR
GROUTED CELL, TYP.RE: STRUC.
0' - 4"
0' - 1"0' - 2"
SHIM, CONT. BACKER ROD + SEALANT
GALVANIZE DOOR + FRAME ASSEMBLY AFTER FABRICATION, TYP.
11 GA. STEEL, WELD TO FRAME, GALVANIZE
DOOR AFTER FABRICATION
HSS HEADER PER STRUC.
CONTINUOUS GAP AROUND FRAME
CONCRETE SLAB, SLOPE TO EXTERIOR, POUR OVER CMU STEM WALL, TYP.
1/2"
CMU
INTERIOR
3/8" STEEL FRAME, GALVANIZED
1 3/8" 18 GA. CORRUGATED METAL DECK, WELD TO FRAME
SHIM, CONT. BACKER ROD + SEALANT
GALVANIZE DOOR + FRAME ASSEMBLY AFTER FABRICATION
CONCEALED CLOSER
1/4" CONT. BENT/WELDED FRAME
1
CONT. DRIP EDGE
SEE SCHEDULE
SE
E S
CH
ED
ULE
DOOR TYPE A(EXTERIOR)
DOOR TYPE A(INTERIOR)
DOOR TYPE B
SEE SCHEDULE
SE
E S
CH
ED
ULE
FRAME TYPE 1
1/4"
1/4"
SEE SCHEDULE
SE
E S
CH
ED
ULE
SEE SCHEDULE
SE
E S
CH
ED
ULE
SHEET NUMBERCARBON PROJECT NO
SEAL
REVISION
PRO
JEC
T N
AME
#
NO. DATE DESCRIPTIONISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.
A6.00
DOOR SCHEDULE
PROJ #
S OU
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LAKE
, UT
8411
5A6
.00
DOOR AND FRAME SCHEDULE
DOOR #
DOOR FRAME
HE
AD
/ S
ILL
DE
TA
IL
JAM
B D
ET
AIL
SIL
L D
ET
AIL
FIR
E R
AT
ING
(M
IN)
HA
RD
WA
RE
GR
OU
P
REMARKS DOOR #TY
PE
R.O
. WID
TH
R.O
. HE
IGH
T
TH
ICK
NE
SS
MA
TE
RIA
L
TY
PE
DE
PT
H
MA
TE
RIA
L
100 A 3' - 4" 7' - 0" 3" STEEL 1 2 1 100
101 A 3' - 4" 7' - 0" 3" 1 2 1 101
102 A 3' - 4" 7' - 0" 3" 1 2 1 102
103 A 3' - 4" 7' - 0" 3" 1 2 1 103
104 B 2' - 0" 7' - 0" 2" 104
105 A 3' - 4" 7' - 0" 3" 1 1 105
105 A 3' - 4" 7' - 0" 3" 1 2 1 105
106A A 3' - 4" 7' - 0" 3" 1 106A
106B A 3' - 4" 7' - 0" 3" 1 2 1 106B
Grand total: 9
SCALE: 3" = 1'-0"1
DETAIL_DOOR JAMB TYP.SCALE: 3" = 1'-0"
2DETAIL_DOOR HEAD / THRESHOLD TYP.
NO. DATE DESCRIPTION2 1/20/17 Addendum No. 2
DOOR HARDWARE:
HINGE: IVES CONTINUOUS PIN AND BARREL HINGE - PRIMED FINISHCLOSER: 2010 ALLEGION EXTERIOR GRADE CONCEALED CLOSER
LOCK: TRILOGY DL3500 ELECTRONIC MORTISE LOCK - BATTERY OPERATED
2
A B C
1
2
3
4
5
6
1 1/2" TYPE K COPPER
UNDERGROUND TIE
IN. SEE CIVIL DWGS.
1 1/2" BUILDING
SHUTOFF AND PRV BY
WATTS OR EQUAL.
HEAT TRACE AND
INSULATE RISER UP
TO SHUTOFF VALVE
WATER HEATER
ISOLATION VALVE
1 1/2"
1 1/2"
1 1/2"
ROUTE PIPING HIGH AND
TIGHT IN CEILING SPACE.
COORDINATE TO AVOID
CROSSING OVER SKYLIGHTS
OR IN FRONT OF LIGHTS.
3/4" CW 3/4" CW/HW
3/4" CW/HW
3/4" CW/HW
1" CW/ 3/4" HW
1" CW/HW
KS
HS
MS
WH
WC2
WC1
WC1
WC2
UR
LS
DF
DF
LS
TMV LOCATE TMV ABOVE HAND
SINK. TMV TEMPERED
WATER TO SERVE HOT SIDE
OF LAV SINK FAUCETS.
ET
HB
HB
3/4" CW
A B C
1
2
3
4
5
6
COTG
CO
2" VTR
2" VENT, TYP. ALL FIXTURES
3" VTR
3"
3"
ROUTE 3 COMPARTMENT
SINK DRAINS TO GREASE
INTERCEPTOR
GREASE INTERCEPTOR
DISCHARGE TO
DISCHARGE INDIRECTLY
TO FLOOR SINK. PROVIDE
1" AIR GAP ABOVE FLOOR
SINK RIM. COORDINATE
FLOOR SINK LOCATION
PRIOR TO POURING SLAB.
3"
FS
GI
KS
HS
MS
WH
WC2
WC1
WC1
WC2
UR
LS
DF
DF
3"
3"
3"
3" TIE INTO SANITARY
SEWER. SEE CIVIL DWGS.
PROVIDE AND VENT FLOW
CONTROL VALVE FOR GREASE
INTERCEPTOR PER MFG. 3"
A B C
1
2
3
4
5
6
2" PRIMARY ROOF DRAIN TO DISCHARGE
INTO LANDSCAPED AREA. ROUTE PIPING
ON INSIDE WALL. LOCATE DOWNSPOUT
NOZZLE 12" ABOVE GRADE, TYP.
PROVIDE 2" PVC DOWNSPOUT NOZZLE BY
PLASTIC TONGUES OR EQUAL, TYP.
ROOF DRAIN
AREA: 185 FT^2
ROOF DRAIN
AREA: 185 FT^2
RD
RD
RD
RD
SHEET NUMBER
ID PROJECT NO:
SEAL
REVISION
PR
OJE
CT
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#
NO. DATE DESCRIPTION
ISSUED
CONSULTANT
ALL INFORMATION SHOWN IS NOT FINAL OR APPROVED WITHOUT GOVERNING AGENCIES STAMP AND SIGNATURE. ANY USE OF THIS DRAWING AND ITS CONTENTS WITHOUT SAID APPROVAL IS DONE AT THE INDIVIDUALS OWN RISK. CARBON ARCHITECTS DOES NOT ASSUME LIABILITY FOR ANY SUCH USE.C:\Users\Scott\Google Drive\INGENIUM\PROJECTS\2016\16_112 SSLC Bathroom - Hannah\DWG\MODEL\16_112-S-CENTRAL.rvt
M2.00
MECHANICALPLANS
16.112
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RO
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BU
ILD
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2797 S
200 E
Salt L
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ity, U
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4115
M2.0
0
M2.00|S3.00 1/4" = 1'-0"
1 CULINARY WATER PLANM2.00|S3.00 1/4" = 1'-0"
2 SANITARY SEWER PLANM2.00|S3.00 1/4" = 1'-0"
3 ROOF DRAIN PLAN
NO DATE DESCRIPTION
1 01-09-2017 BID SET
2 01-17-2017 ADDENDUM 2
1-17-2017
01-20-201701-20-2017