Mechanical Room Demolition Mezzanine Floor Plan

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND THE DESIGNS ARE THE EXCLUSIVE PROPERTY OF CR ENGINEERING. THIS DRAWING MAY NOT BE REPRODUCED IN ANY WAY, INCLUDING DESIGN CONCEPTS AND IDEAS, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM CR ENGINEERING.

SEAL:

ISSUED FOR BID

CONSULTANT:

(E) 2"PR

(E) 2"PS (E) 2"SHS (E) 2"HWR

(E) 2"HWS (E) 2"SHR

(E) 2"D

(E) 1/2"D (E) 2"D (E) 34"Ø (E) (E) 2"HWS (E) 1"HWR (E) 2"HWR (E) 1"HWS (E) 6"RD

(E) 2"HWS (E) 1 1/2"HWS (E) 2"HWR

(E) 2"HWS

(E) 1"HWS (E) 1½" HWS/R (E) 2"HWS CAP DUCT (E) 1 1/2"HWR (E) 2"SHR (E) 2"HWR (E) 8"Ø EA (E) 2 1/2"CW (E) 1"HWS (E) 2"SHS (E) 1 1/2"HWS (E) 12"Ø (E) 5"HWS (E) 1"SHS FLUE (E) 2"TW (E) 12"Ø FLUE (E) AIR (E) 3"HWS SEPARATOR (E) 3"HWR (E) 3"HWS

(D) SOLAR 1 STORAGE TANK MP3.1 (E) 1"HWS (E) 2"HWR

(E) 12"Ø FLUE (E) 2"HWS (E) 2"PR (E) 1"TWR

(E) 5"HWS ( E ) (E) 1"TW

8 " Ø (E) HEAT (E (E ) ) (E) 2"HWR (D) REFRIGERANT 8 8 O EXCHANGER (2) "Ø " (E) 2"CW Ø A PIPING O O (E) 2"PS A A (E) 3"HWS (E) 2"HWS (E) 1 1/2"HWS (E) 3"HWR (E) 2"PR (E) 2"SHR

(E) 2"PR 89423 NV MINDEN,

(E) 3"HWR 88 ROUTE 1600 STATE (D) 2"HWS (D) 3/4"HWS,R (E) 1"CW (E) 2"PS (D) 2"HWR (D) PUMP (D) UNIT HEATER ON RISER (D) 48"x48" (E) 2"PR

(E) 1 1/2"PR (E) 1 1/2"HWS (E) 40"Ø RA (E) 8"Ø COMBUSTION (E) 1 1/2"HWR (E) 8"Ø COMBUSTION AIR (E) AIR8"Ø COMBUSTION (E) HEAT AIR EXCHANGER (E) 1 1/2"PS (E) 72"x96" OA (E) 4"HWS REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON (E) 1 1/2"SHS (E) 4"HWR (E) 1 1/2"HWR (E) 1 1/2"HWS (E) 2"HWS (E) 1 1/2"PS ENLARGED MECHANICAL ROOMMEZZANINE DEMOLITION FLOOR PLAN (E) 2"PS (E) HEAT (E) 2"HWS EXCHANGER (E) 1 1/2"HWS (D) 89"x38" (D) 30"x36" (E) 34"Ø SA (E) 2"HWR

(E) 2"PR REVISIONS:

(E) 38"x38" OA (E)38"x38" (E) 4"HWS (E) 2"PS REV.DESCRIPTION DATE

(E) 2"HWR - -- (E) 38"x38" OA - --

(D) 38"x38" OA (D) DUCT TRANSITION

(E) HEAT - -- EXCHANGER (E) 2"HWS - -- (E) 2"HWS (D) AIR HANDLER (AH-1) - --

MECHANICAL ROOM DEMOLITION MEZZANINE FLOOR PLAN 1 - -- SCALE: 3/8" = 1'-0" MP1.2 DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP1.2 (D) 72"x30" SA MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

(D) 28"x28" SA (D) 54"x50" SA (D) 30"Ø SA SEAL:

ISSUED FOR BID (E) 16"Ø SA (D) 32"X53 SA CONSULTANT:

(E) 8"Ø EA (D) 30"x30"

(E) 8"Ø SA (E) SA 12"Ø (E) SA 12"Ø

(D) REFRIGERANT PIPING

(E) 14"Ø SA

(E) 8"Ø EA (E)19"x19" SA (E) SA 10"Ø (D) 19"x19" (D) MINDEN, NV 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE

(D) REFRIGERANT (D) 16"x14" PIPING (E) 8"Ø EA (D) 29"x13"

(E) 1"G

(E) 3/4"CW ENLARGED MECHANICAL YARD DEMOLITION FLOOR PLAN FLOOR DEMOLITION YARD MECHANICAL ENLARGED CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON (E) SA 10"Ø

(D) CONDENSING UNIT COMPLETE INCLUDING REVISIONS: ELECTRICAL (E) FLOOR SINK REV.DESCRIPTION DATE

- --

- -- (E) CONDENSING UNIT

- --

(E) CONDENSING UNIT (E) SA 10"Ø - --

- --

(D) DEHUMIDIFICATION UNIT DRAWN BY: MGB DESIGNED BY: CL (E) 2"G CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER:

ENLARGED MECHANICAL DEMOLITION FLOOR PLAN A SCALE: 1/2" = 1'-0" MP1.3 MP1.3 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND THE DESIGNS ARE THE EXCLUSIVE PROPERTY A OF CR ENGINEERING. THIS DRAWING MAY NOT BE REPRODUCED IN ANY WAY, INCLUDING DESIGN MP2.4 CONCEPTS AND IDEAS, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM CR ENGINEERING.

SEAL:

NO WORK IN THIS AREA

EF 1 4 MP3.4

1 MP3.3 48"Ø SA ISSUED FOR BID

2 CONSULTANT: MP3.4

EXISTING EXERCISE POOL 38"Ø SA 38"Ø 38"Ø SA 38"Ø

EXISTING INDOOR POOL 36"Ø SA 36"Ø

MODIFIED TRAINING POOL

36x6 SG-1 750 CFM (TYP-16)

36x6 SG-1 RECEIVING 750 CFM (TYP-14) POOL

A MP2.1

FIRST FLOOR 36x6 SG-1 1,000 CFM (TYP-7)

EXISTING POOL 36"Ø SA

A MP2.3 36x6 SG-1 89423 NV MINDEN, CU 1,000 CFM 88 ROUTE 1600 STATE 2

36x6 SG-1 OVERALL MECHANICAL FLOORPLAN 650 CFM (TYP-6) CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

(N) REFRIGERANT PIPING

REVISIONS: REV.DESCRIPTION DATE

- -- A MP2.2 - -- MEZZANINE

- --

B - -- MP2.3

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR OVERALL MECHANICAL FLOOR PLAN A APPROVED BY: CLR DATE: 06/16/2016 SCALE: 1/8" = 1'-0" MP2.0 PROJECT NO: 103915

SHEET NUMBER: MP2.0 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

CONSULTANT:

(E) 3/4"HWS (E) 2"D (E) CHEMICAL FEED (E) 1"SHS TANK (E) 3/4"HWR (E) 1 1/2"SHS (E) 1"HWS (E) 4"HWS (E) 1 1/2"HWS (E) 1 1/2"SHR (E) HEATING HOT (E) 1"HWR (E) 2 1/2"HWS (E) DOMESTIC (E) 1 1/2"HWR WATER PUMP WATER (E) HEATING HOT EXPANSION TANK WATER EXPANSION TANK (E) 1"SHS (E) 2 1/2"HWR

(E) 2"SHR (E) FLOOR DRAIN 1 (E) SOLAR HEATING WATER PUMP MP3.2 (E) 1"HWR (E) 5"HWR (E) 5"HWS

(E) 1"HWS (E) 3"HWS (E) 5"HWR (E) 1 1/2"CW (E) 2 1/2"CW (E) 3"HWS

(E) 2"PTRV FROM ST-1 (E) 4"G (E) 2"D FROM ST-1

(E) 1"D FROM WH-1

(E) 3"HWS (E) 1"D FROM WH-1 CONDENSATE NEUTRALIZATION KIT (E) 3"HWR (E) 4"CW (E) 2"CW 2"G UP (E) 2"PTRV FROM WH-1 (E) 4"G (E) AIR (E) 2"PTRV FROM WH-2 SEPARATOR (E) 1 1/2"SHS (E) 1"D FROM WH-2 CONDENSATE (E) COMBUSTION NEUTRALIZATION KIT AIR (TYP-3) (E) 1 1/2"SHR (E) 1 1/2"G (E) 1"D FROM WH-2 (E) FLUE (TYP-3) (E) 2"CW (E) 2"G (E) POOL FILTER (E) 1 1/2"PS (E) 3"HWR (E) 1 1/2"PS

(E) 2"CW REFRIGERANT (E) 3"HWR (E) POOL PIPING (TYP-4) FILTER (E) BOILER (B-3) (E) 4"HWR (E) 2"SHR (E) 3/4"CW (E) 4"CW (E) BOILER (B-2) (E) 4"HWS (E) 3/4"CW (E) 2"SHR (E) 2"PR (E) 2"PS (E) BOILER (B-1) (E) 1 1/2"PR (E) 2"PR (E) 4"CW (E) 96x48 LOUVER

(E) 1 1/2"PS 89423 NV MINDEN,

(E) FLOOR SINK 88 ROUTE 1600 STATE (E) 1 1/2"PR (E) PLENUM (E) 1 1/2"SHS ENLARGED MECHANICAL ROOM FLOOR PLAN FLOOR ROOM MECHANICAL ENLARGED CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

(E) POOL FILTER

(E) POOL FILTER (E) FLOOR DRAIN (TYP-2) (E) POOL FILTER (E) 2"PR (E) POOL CHARCOAL FEEDER (TYP-5) (E) 2"PS

(E) 2"PS (E) 2"PR REVISIONS: REV.DESCRIPTION DATE (E) 1 1/2"PS - --

- --

DRAWN BY: MGB DESIGNED BY: CL MECHANICAL ROOM 1ST FLOOR PLAN A CHECKED BY: CLR SCALE: 1/2" = 1'-0" MP2.1 APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP2.1 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

CONSULTANT:

(E) 2"SHS (E) 2"PR (E) 2"SHR (E) 2"PS

(E) 2"HWR (E) 2"D (E) 36"Ø SA

(E) 2"HWS (E) SA 38"Ø

(E) 1/2"D (E) 2"D (E) 2"HWS (E) 1"HWR (E) 2"HWR (E) 1"HWS (E) 6"RD

(E) 2"HWS (E) CIRCULATION PUMP

(E) 2"HWR (E) STORAGE TANK

(E) 2"HWS

(E) 1 1/2"HWR (E) 2"HWS 4"Ø FLUE

(E) 2"HWR (E) WATER HEATER

1 (E) 2"SHS (E) 2"DHW (E) 5"HWS MP3.2 (E) 2"PTRV (E) MANUFACTURERS CONDENSATE (E) 2 1/2"CW NEUTRALIZATION KIT (TYP-2) (E) 2"G (E) 3"HWS (E) 1"SHS (E) 2"TW (E) 2 1/2"CW (E) PTRV (E) 3"HWS (E) 2"D (E) 4"G (E) 1"HWS (E) 3"DHWR (E) 3"HWS (E) 1"D (E) 1"D SST-1 (E) 4"DHW (E) 2"D

(E) 2"D (E) BOILER 1 (E) 2"HWR (E) 1"D (E) 2"HWR (E) 2"HWS (E) 1"D (E) 1 1/2"G (E) 1"TWR (E) 2"PR (E) 2"CW (E)HEAT (E) CIRCULATION (E) 1"TW EXCHANGER (E) 2"CW, 2"HW, 2"TW, (E) 1"TWR PUMP 1"TWR AND 1"TWR (E) 3"HWR (E) 2"CW (E) 2"PS TO TS-1 (E) CIRCULATION (E) 4"Ø FLUE AND 4"Ø COMBUSTION (E) 2"HWS (E) 3"HWR (E) 4"Ø PUMP AIR TO CONCENTRIC VENT KIT (TYP-2) (E) TEMPERING STATION FLUE (E) HEAT (E) 2"TW (E) BOILER 3 EXCHANGER (E) WATER HEATER (E) 1"CW (E) 5"HWS (E) 3"HWS (E) 1 1/2"HWS (E) EXPANSION TANK (E) 2"SHR 2 1/2"HWS,R (E) 2"PS (E) BOILER 2 (E) 1"CW 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE 22"x22" OA (E) 1 1/2"HWS (E) 2"PR (E) 1 1/2"PR (E) 5"HWS (E) 4"HWS (E) 4"HWR HEAT EXCHANGER (E) 8"Ø OA (E) 1 1/2"HWR (E) 40"Ø RA REFRIGERANT (E) 8"Ø OA PIPING (TYP-4) (E) 1 1/2"PS (E) 1 1/2"PS (E) 72"x96" OA (E) 1 1/2"HWS (E) 8"Ø OA (E) 2"HWS (E) 2"HWS ENLARGED MECHANICALROOM MEZZANINE FLOOR PLAN HEAT EXCHANGER (E) 1 1/2"HWS REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON (E) 2"PS (E) 4"HWS (E) 2"PS OA 22"x22" HEAT EXCHANGER (E) 2"HWR (E) 2"HWR (E) 2"PR 36"x22" SA (E) 34"Ø SA

(E) 38"x38" OA (E)38"x38" (E) 2"HWS (E) 2"HWS REVISIONS: REV.DESCRIPTION DATE (E) 38"x38" OA 22"x22" OA

AH - -- 1

- --

MECHANICAL ROOM MEZZANINE FLOOR PLAN A - -- SCALE: 3/8" = 1'-0" MP2.2 - --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP2.2 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

OFFICE

115

ISSUED FOR BID

CONSULTANT:

MENS LOCKER ROOM 109

STAIR TOWER

135

FOYER

159

FIRE SPRINKLER ROOM 163 (E) SA 19x19

19"x19" SA

NEW FILL VALVE, PROVIDED BY CONTROLS CONTRACTOR AND MINDEN, NV 89423 NV MINDEN,

INSTALLED BY 88 ROUTE 1600 STATE CONTRACTOR

(E) 3/4"CW

39x41 DISCHARGE (E) 1"G ENLARGED MECHANICAL YARD FLOOR PLAN FLOOR YARD MECHANICAL ENLARGED

ADA FAMILY REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

158

CONCESSIONS

107 (E) FLOOR SINK MECHANICAL ROOM 118 (2) NEW DRAIN VALVES ON DRAIN OF UNIT AND ON COLD WATER. PROVIDED BY CONTROLS CONTRACTOR REVISIONS: AND INSTALLED BY REV.DESCRIPTION DATE CONTRACTOR.

- --

STORAGE - -- MUA 141 1 - --

- --

MUA-1 IS ON A 24" - -- HIGH CURB

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: ENLARGED MECHANICAL FLOOR PLAN A SCALE: 1/2" = 1'-0" MP2.3 MP2.3 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

NEW SCREEN WALL, SEAL: SEE STRUCTURAL DRAWINGS

ISSUED FOR BID

CONSULTANT:

CU 1

CU 2 ACESS DOOR LOCATION 11' - 9"

DH 1

(E) ROOF ACCESS PLATFORM

(E) ROOF ACCESS EF EF EF LADDER 1 2 3 MINDEN, NV 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE 84"x132" RA 56"x48" SA ENLARGED MECHANICAL YARD WEST FLOOR PLAN FLOOR WEST YARD MECHANICAL ENLARGED VFD VFD VFD VFD 64x16 EA 64x16 EA 64x16 EA EF-1 EF-2 EF-3 EF-4 CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON 60"x52" SA

1 MP3.3

ENLARGED MECHANICAL YARD WEST FLOOR PLAN A SCALE: 1/2" = 1'-0" MP2.4

REVISIONS: REV.DESCRIPTION DATE

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP2.4 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

CONSULTANT:

1 MP3.4

(E) 2"HWS (E) 2"HWR (E) 1 1/2"SHS (E) 1 1/2"SHR (E) 2"D (E) 2"HWR (E) 1"HWS (E) 1"HWR (E) 2"HWS (E) 1/2"D (E) 2"D (E) 2"SHR (E) 2"HWS (E) 2"HWR (E) 2"SHS (E) 2"HWR (E) 2"PS (E) 2"PR (E) 2"D

(E) 6"RD

DEMOLITION ROOF PLAN 120' - 0"

(E) 1"SHS

(E) 2"SHS

(E) 1 1/2"HWR

(E) 1 1/2"HWS

(D) SOLAR STORAGE TANK. (D) 1 1/2"HWS

(D) TANK SUPPORTS (TYP-2) (E) 1 1/2"PR (D) 1 1/2"HWR (E) 1 1/2"HWR (E) CIRCULATION (E) 1 1/2"HWS PUMP

MECHANICAL 2ND FLOOR PLAN 110' - 0" (D) 1" CW MINDEN, NV 89423 NV MINDEN,

(D) DEHUMIDIFICATION UNIT. 88 ROUTE 1600 STATE COMPLETE INCLUDING SUPPORTS. NEW UNIT TO BE INSTALLED AS PART OF PHASE 2

(E) 1"HWR

(E) 2 1/2"HWR

(D) 2"CW SECTION DEMOLITION ROOM MECHANICAL

(D) 1 1/2"SHR (E) 4"HWS CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

(E) 1"HS

(E) HEATING HOT WATER EXPANSION TANK REVISIONS: REV.DESCRIPTION DATE

- --

- -- MECHANICAL DEMOLITION SECTION 1 SCALE: 1/2" = 1'-0" MP3.1 - --

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP3.1 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

CONSULTANT:

CONCENTRIC VENT KIT

4"Ø COMBUSTION AIR

2"G 2"HWS 2"HWR 1 1/2"SHS

1 1/2"G 1 1/2"SHR 4"Ø FLUE

(E) 2"HWS (E) 2"SHR (E) 2"HWR (E) 2"D

(E) 2"PS (E) 2"SHS (E) 2"HWS (E) 2"PR (E) 2"HWR (E) 6"RD (E) 2"HWR

(E) 2"HWR DEMOLITION ROOF PLAN 120' - 0" (E) 2"SHS

(E) 2"SHS (E) 2"HWR (E) 1"SHS SST-1 (E) 2"HWS 2"D 2"SHS 1 1/2"PS (E) 2"SHR (E) 2"HWR (E) 2"HWR

(E) 1/2"D (E) 1 1/2"HWR

(E) 1 1/2"HWS (E) 1 1/2"PS

(E) 1 1/2"PR (E) 1 1/2"HWR

(E) 1"HWR (E) 1 1/2"SHS

(E) 1"HWS (E) 1 1/2"SHR (E) 1 1/2"HWS (E) CIRULATION PUMP 1 1/2"PR MECHANICAL 2ND (E) 1/2"CW FLOOR PLAN (E) 3/4"CW 110' - 0" (E) 3/4"CW MINDEN, NV 89423 NV MINDEN,

(E) CIRULATION 88 ROUTE 1600 STATE PUMP (E) 2"SHR (E) HEAT EXCHANGER MECHANICAL ROOM SECTION

CONTRACTOR TO COORDINATE (E) 5"HWR (E) 3/4"CW LOCATION OF PIPING (E) 1 1/2"HWR CONNECTION WITH EXISTING (E) 2"D (E) 3/4"HWR PIPING PRIOR TO ORDERING TANK (E) 3/4"HWS (E) 2 1/2"HWR (E) 3/4"CW (E) 3/4"CW INSTALL NEW SUPPORTS AT EXISTING (E) 1"HWS SUPPPORT LOCATION. CONTRACTOR TO COORDINATE LOCATION PRIOR (E) 3/4"CW TO ORDERING TANK (TYP-2) REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON (E) 3/4"CW

(E) 1"HS

(E) 1"HWS Level 1 REVISIONS: 100' - 0" REV.DESCRIPTION DATE

- --

- -- MECHANICAL SECTION 1 - -- SCALE: 1/2" = 1'-0" MP3.2 DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP3.2 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

CONSULTANT:

EF 4

EF 2 EF 3

64x16 EA PLENUMN 64x16 EA PLENUMN 64x16 EA PLENUMN

64x16 EA

60x48 EG-1 64x16 EA 10,750 CFM

120x120 RG-1 60x48 EG-1 10,750 CFM

(E) RETURN GRILLE

64x16 EA 64x16 EA

60x48 EG-1 10,750 CFM 60x48 EG-1 10,750 CFM MINDEN, NV 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE (E) MURAL IS NOT TO ELEVATION WALL WEST BE DISTURBED

VFD VFD VFD VFD EF-1 EF-2 EF-3 EF-4

ON EXTERIOR ON EXTERIOR ON EXTERIOR ON EXTERIOR CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

REVISIONS: REV.DESCRIPTION DATE

- --

WEST WALL MECHANICAL ELEVATION 1 - -- SCALE: 1/2" = 1'-0" MP3.3 - --

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP3.3 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

38"Ø SA SEAL:

36x6 SG-1 750 CFM (TYP-16)

ISSUED FOR BID

CONSULTANT:

MECHANICAL SECTION (SOUTH) 1 SCALE: 1/4" = 1'-0" MP3.4

1 MP3.4

38"Ø SA 48"Ø SA MINDEN, NV 89423 NV MINDEN,

38"Ø SA 88 ROUTE 1600 STATE SOUTH WALL MECHANICAL ELEVATION MECHANICAL WALL SOUTH CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

REVISIONS: REV.DESCRIPTION DATE

- --

MECHANICAL SECTION (WEST) 2 - -- SCALE: 1/4" = 1'-0" MP3.4 DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP3.4 (E) 6"RD

(E) 2"HWS

(E) 2"HWR

(E) 2"HWR MECHANICAL ENGINEERING CONSULTANT (E) 1 1/2"SHS (E) 2 1/2"CW (E) 1 1/2"SHR (E) 2"TW 5434 LONGLEY LANE (E) 2"D (E) 1"TWR RENO, NEVADA 89511 PHONE: 775.826.1919 (E) 2"SHS FAX: 775.826.1918 (E) 2"SHR WEB: CR-ENG.COM (E) 2"D (E) 2"HWS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND THE DESIGNS ARE THE EXCLUSIVE PROPERTY OF CR ENGINEERING. THIS DRAWING MAY NOT BE REPRODUCED IN ANY WAY, INCLUDING DESIGN CONCEPTS AND IDEAS, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM CR ENGINEERING.

SEAL:

( D) 34 "Ø

ISSUED FOR BID (E) 8"Ø EA (E) 8"Ø

(E) 2"HWR 6"RD (E) (E) 2"PS CONSULTANT: (E) 1/2"D (E) 2"PR (D) UNIT HEATER (E) 1"HWR (D) 2" (E) 1"HWS (D) 2" (D) 3/4" (D) 3/4"

RA "Ø 40 E) (

(E) 1 1/2"HWS

(D) 48"x48"

SA 4"Ø ) 3 (E

(E) 1"SHS (E) 2"HWS (D) STORAGE TANK

(D) 30"x36" SA

(E) 1 1/2"HWS

(E) 1 1/2"HWS (D) REFRIGERANT PIPING (E) 1 1/2"HWR (E) 12"Ø FLUE (E) 2"HWR (E) DUCT TRANSLATION (E) 8"Ø COMBUSTION AIR (E) 1 1/2"PS (E) 8"Ø COMBUSTION AIR " 38 (E) 8"Ø 9"x ) 8 (E) AIR HANDLER (AH-1) COMBUSTION AIR (E

(E) 12"Ø FLUE

(E) AIR SEPARATOR

(E) 5"HWR (E) 1 1/2"HWS (E) 3/4"CW MINDEN, NV 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE

(E) 12"Ø FLUE

(E) 1 1/2"HWS (E) 4"HWR (E) 4"HWS (E) 1 1/2"PR MECHANICAL ROOM DEMOLITION ISOMETRIC DEMOLITION ROOM MECHANICAL (E) 2"PR (E) 1 1/2"PS (E) 1 1/2"PS (D) 38"x38" OA (E) 2"HWR

(E) 2"PR REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

(E) 2"HWS (E) 5"HWS (E) 3/4"CW (E) 1 1/2"HWR (E) 3"HWS (E) 1 1/2"PS (E) PLENUM (E) 1 1/2"SHS (E) POOL fILTER (E) POOL FILTER (E) 2"PS

REVISIONS: REV.DESCRIPTION DATE A O 8" "x3 38 - -- E) (

- --

- -- (E) DOMESTIC WATER 1 1/2"PS EXPANSION TANK (E) 4"CW - -- (E) 1"HWS

- --

(D) REFRIGERANT DRAWN BY: MGB PIPING DESIGNED BY: CL (E) UNIT HEATER CHECKED BY: CLR APPROVED BY: CLR (E) 4"G DATE: 06/16/2016 MECHANICAL ROOM DEMOLITION ISOMETRIC 1 PROJECT NO: 103915 SCALE: MP4.1 SHEET NUMBER: (E) 1"HWR (E) 2"PS (E) 1"HWS (E) 2"PR

(E) BOILER (E) 1 1/4"CW (TYP-3) (E) 96"x48" LOUVER MP4.1 (E) 6"RD

(E) 2"HWS

(E) 2"HWR

(E) 2"HWR (E) 1 1/2"SHS (E) 2 1/2"CW (E) 2"D (E) 1 1/2"SHR (E) 2"TW (E) 1"TWR MECHANICAL ENGINEERING CONSULTANT 5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 (E) CONCENTRIC FAX: 775.826.1918 VENT KIT (E) 1 1/2"G WEB: CR-ENG.COM (E) CONCENTRIC (E) 2"D THESE DRAWINGS ARE INSTRUMENTS OF SERVICE VENT KIT AND THE DESIGNS ARE THE EXCLUSIVE PROPERTY (E) 2"HWS OF CR ENGINEERING. THIS DRAWING MAY NOT BE (E) 2"SHR REPRODUCED IN ANY WAY, INCLUDING DESIGN CONCEPTS AND IDEAS, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION FROM CR ENGINEERING. (E) 2"SHS (E) 4"Ø FLUE SEAL: (E) 1 1/2"G

(E) 4"Ø FLUE

4"Ø FLUE

4"Ø FLUE (E) 8"Ø EA (E) 8"Ø

(E) 2"HWR 6"RD (E) (E) 1"TWR (E) 2"PS ISSUED FOR BID (E) 2"TW (E) 1/2"D (E) 2"PR (E) 1"HWR CONSULTANT: (E) 1"HWS

(E) 3"DHWR (E) 4"DHWR (E) 3"DHWR RA "Ø (E) 4"DHW 40 E) ( (E) 3"DHWR

(E) 1 1/2"HWS

SA 4"Ø ) 3 (E (E) 2"CW (E) 2"DHW

2"D (E) 2"D (E) 2"SHS (E) 2"D (E) 1"SHS (E) 2 1/2"CW

2"SHS A " O 22 2"x 36"x22" SA 2 SST-1

(E) 12"Ø FLUE (E) 2"HWS

(E) 8"Ø COMBUSTION AIR AH 1 (E) 8"Ø COMBUSTION AIR

(E) 8"Ø COMBUSTION AIR

22 "x2 2" OA

(E) 12"Ø FLUE (E) 4"HWS

(E) 5"HWR (E) 2"HWS (E) 2"HWR (E) 2"PR

(E) AIR (E) 2"G (E) 2"PS SEPARATOR (E) 3/4"CW OA 2" (E) 12"Ø FLUE 2 89423 NV MINDEN, 2"x 2 88 ROUTE 1600 STATE

(E) 4"HWR ISOMETRIC ROOM MECHANICAL (E) 4"HWS (E) 2"PR

(E) 5"HWS (E) 1 1/2"HWR (E) 3"HWS

(E) 1 1/2"HWR REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON (E) 1 1/2"HWS (E) 1 1/2"PS (E) 3/4"CW (E) 1 1/2"SHS (E) POOL fILTER (E) POOL FILTER

(E) 4"CW

A (E) 3/4"HWS O 8" (E) PLENUM "x3 38 REVISIONS: E) (E) 3/4"HWR ( REV.DESCRIPTION DATE

- -- (E) 1 1/2"PS

- --

(E) DOMESTIC WATER - -- EXPANSION TANK

(E) 1"HWS - --

- --

(N) REFRIGERANT - -- PIPING (TYP-4) DRAWN BY: MGB DESIGNED BY: CL (E) 4"G CHECKED BY: CLR

(E) UNIT HEATER APPROVED BY: CLR DATE: 06/16/2016

(E) 1"HWR PROJECT NO: 103915 (E) 2"PS (E) 1"HWS (E) 2"PR SHEET NUMBER:

(E) BOILER (E) 1 1/4"CW MECHANICAL ROOM ISOMETRIC 1 (TYP-3) (E) 96"x48" LOUVER SCALE: MP4.2 MP4.2 MECHANICAL ENGINEERING CONSULTANT

(E) AIR VENT (E) AIR VENT (E) AIR VENT 5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 (E) COLLECTOR (E) COLLECTOR ARRAY (E) COLLECTOR ARRAY FAX: 775.826.1918 ARRAY WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID

(E) 2½"SHS CONSULTANT: (E) 2"SHS

(D) 2"HW TO TEMPERING STATION

(D) 3/4"CW (D) EXPANSION (D) DOMESTIC HOT TANK WATER STORAGE (E) 2½"SHR TANK (D) SOLAR WATER STORAGE TANK (E) HWS 2"PS/PR (E) HWR (E) PUMP

(D) 1½"HW (D) BRAZED PLATE (D) 2"SHS HEAT EXCHANGER (D) 2"CW

(D) 1½"HW

T (E) BACK FLOW (D) PUMP (E) 2" POOL WATER MAKE-UP (D) 1½"HWR (D) PUMP NORMALLY CLOSED NORMALLY OPEN (D) 2"HW

(D) 2"HW (E) 3"CW (E) 3"CW (D) 1½"HWS (D) BRAZED PLATE HEAT EXCHANGER

SOLAR DOMESTIC HOT WATER DEMOLITION PIPING DIAGRAM 1 SCALE: NONE MP5.1 MINDEN, NV 89423 NV MINDEN, 1600 STATE ROUTE 88 ROUTE 1600 STATE DEMOLITION MECHANICAL PIPING DIAGRAMS PIPING MECHANICAL DEMOLITION CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

REVISIONS: REV.DESCRIPTION DATE

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP5.1 MECHANICAL ENGINEERING CONSULTANT

5434 LONGLEY LANE RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL: (E) MAKE-UP AIR UNIT 249 CFH

ISSUED FOR BID

CONSULTANT:

(E) 1"G

9' 1' 1' (E) 1"G

8' (E) 2"G

19'

3' 1 1/2"G 3' 7' 7' 1'

1 1/2"G 13'

13'

49'

1' 3' WH-1 WH-2 600 CFH 600 CFH

2"G

17' GAS ISOMETRIC

(E) 2"G 89423 NV MINDEN,

(E) 4"G 0' 88 ROUTE 1600 STATE 1' 4' 1' 2' 1' 2' 2' (E) BOILER 3 1,840 CFH (E) 2"G 5' (E) BOILER 2 1,840 CFH (E) BOILER 1 159' 1,840 CFH (E) 2"G CARSON VALLEY SWIM CENTER WATER HEATER REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

(E) 2"G

40' REVISIONS: EXISTING CONNECTED LOAD OF 5,769 CFH NEW TOTAL CONNECTED GAS LOAD OF 6,969 CFH AT A TOTAL DEVELOPED LENGTH OF 211 REV.DESCRIPTION DATE FEET. LOW PRESSURE GAS SIZED FOR A SUPPLY PRESSURE LESS THAN 8" W.C. PER TABLE 1216.2(1) OF THE 2012 UNIFORM PLUMBING CODE. - -- (E) 4"G IS SUFFICIENT.

- --

GAS ISOMETRIC 1 - --

SCALE : NONE MP5.3 - --

- --

DRAWN BY: MGB DESIGNED BY: CL CHECKED BY: CLR APPROVED BY: CLR DATE: 06/16/2016 PROJECT NO: 103915

SHEET NUMBER: MP5.3 CONTROL NOTES HEATING HOT WATER SYSTEM SEQUENCE OF (E) BOILER (B-1) (E) BOILER (B-2) (E) BOILER (B-3) WATER HEATER (WH-1) WATER HEATER (WH-2) 1. ALL WIRING TO BE IN CONDUIT. PLENUM RATED CABLE WITH J-HOOKS IS ALLOWED FOR ABOVE CEILING INSTALLATION. OPERATION R R R R R 2. EXISTING BUILDING CONTROL SYSTEM IS AN ALERTON SYSTEM. A. SUPPLY AIR POWER COMMUNICATION LINE(S) NOTE 1: PROVIDE LABELS FOR ALL SWITCHES 1. OPERATION IS CONTINUOUS. 3. CONTROL SYSTEM CONTRACTOR SHALL PROVIDE A COMPLETE DIRECT DIGITAL CONTROL SYSTEM. MECHANICAL ENGINEERING CONSULTANT PROVIDE AND INSTALL ALL NECESSARY WIRING TO MAKE SYSTEM OPERATIONAL ALL WIRING SHALL BE 2. BLOWER STOPS AND ALL MOTORIZED DAMPERS CLOSE ON: IN CONDUIT WITH ANY SPLICES MADE IN JUNCTION BOXES, REFER TO CONTROL DIAGRAMS AND TX DS E 120 VOLTS 5434 LONGLEY LANE EMERGENCY SHUTDOWN SYSTEM CONTROLLER SEQUENCE OF OPERATION ON DRAWINGS. ·POWER FAILURE · FIRESTAT ALARM RENO, NEVADA 89511 M · FREEZESTAT ALARM 4. CONTROLS CONTRACTOR SHALL CONNECT NEW CONTROLLERS TO THE CONTROL NETWORK AND PHONE: 775.826.1919 ADD NEW GRAPHICS. · REMOTE OFF CONTROL (MANUAL) FAX: 775.826.1918 B. EXHAUST AIR POWER WEB: CR-ENG.COM CONTROLS CONTRACTOR TO COORDINATE UNIT LABELING ON GRAPHICS, THERMOSTAT, AND 5. CONTROLLER WITH CARSON VALLEY SWIM CENTER PRIOR TO INSTALLATION. 1. EF1 BLOWER OPERATION IS CONTINUOUS AND CAN BE CONTROLLED BY AN OCCUPIED/UNOCCUPIED SIGNAL FROM THE BMS TO MAINTAIN A NEGATIVE SPACE PRESSURE DEHUMIDIFICATION UNIT (DH-1) INTERNAL EXHAUST FAN EXHAUSTS 10% MORE AIR THAN IS INTRODUCED THROUGH THE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE BOILER EMERGENCY SHUTDOWN CONTROL DIAGRAM 1 OUTDOOR AIR OPENING AT MINIMUM SETPOINT. AND THE DESIGNS ARE THE EXCLUSIVE PROPERTY CONTROLS CONTRACTOR CONTACT: OF CR ENGINEERING. THIS DRAWING MAY NOT BE 6. 2. REMOTE EXHAUST FANS (EF-1, EF-2, EF-3, AND EF-4) OPERATES ONLY ON CALL FOR DEHUMIDIFICATION UNIT (DH-1) PURGE MODE OR REPRODUCED IN ANY WAY, INCLUDING DESIGN BUILDING CONTROL SERVICES (BCS) CONCEPTS AND IDEAS, WITHOUT THE EXPRESS SCALE: NONE MP6.1 ECONOMIZER MODE. 8521 WHITE FIR STREET WRITTEN AUTHORIZATION FROM CR ENGINEERING. RENO, NEVADA 89523 3. BLOWERS STOP AND ALL EXHAUST AIR MOTORIZED DAMPERS CLOSE ON: PH: (775) 826-8998 SEAL: ·POWER FAILURE CONTACT: TOM HULBERT · FIRESTAT ALARM · FREEZESTAT ALARM · REMOTE OFF CONTROL (MANUAL OR FROM BMS)

HANGER RODS TEMPERATURE CONTROL C. EXHAUST AIR DAMPER(S) HANGER ROD NOMINAL PIPE OR MINIMUM ROD 1. DAMPER IS NORMALLY CLOSED (UNOCCUPIED MODE). TUBE SIZE DIAMETER PIPE INSULATION (IN) (IN) SYMBOL LEGEND 2. ON AN OCCUPIED SIGNAL FROM THE BMS OR SEVEN_DAY TIME CLOCK THE DAMPER OPENS TO THE MINIMUM SETPOINT. RETURN AIR IS EXHAUSTED TO MAINTAIN NEGATIVE PRESSURE IN THE NATATORIUM. 1/2 - 4 3/8 MAXIMUM PIPE/TUBING SUPPORT SPACING SYMBOL DESCRIPTION 3. ON SECOND STAGE EXHAUST SIGNAL THE DAMPER OPENS TO ALLOW SECOND STAGE EXHAUST FROM THE SPACE. ISSUED FOR BID HORIZONTAL VERTICAL 5 - 8 1/2 ACV AIR HANDLER HOT WATER CONTROL VALVE (BELIMO) PROVIDE HIGH PIPE MATERIAL 4. ON DEHUMIDIFICATION UNIT (DH-1) PURGE MODE SIGNAL THE DAMPER OPENS FULLY TO EVACUATE 100% INDOOR AIR FROM THE SPACE. SIZE (IN) SPACING (FT) SIZE (IN) SPACING (FT) COMPRESSIVE STRENGTH 10 - 12 5/8 AS AVERAGING SENSOR INSULATION INSERT UNDER 5. ALL MOTORIZED DAMPERS CLOSE ON SUPPLY AIR BLOWER STOP. CONSULTANT: COPPER PIPE 1-1/2 AND SMALLER 6 EACH FLOOR, NOT INSULATION SHIELD ALL BSP BUILDING STATIC PRESSURE SENSOR OR TUBING 2 AND LARGER 10 TO EXCEED 10 FT D. OUTDOOR AIR DAMPER CS CURRENT SENSOR/SWITCH 1/2 6 1/2 6 1. DAMPER IS NORMALLY CLOSED (UNOCCUPIED MODE). DMSD DUCT MOUNTED SMOKE DETECTOR INSULATION SHIELD AT BAND BLACK STEEL 3/4 - 1 8 3/4 - 1 8 2. ON AN OCCUPIED SIGNAL FROM THE BMS OR SEVEN_DAY TIME CLOCK THE DAMPER OPENS TO THE MINIMUM SETPOINT. HANGER DP DIFFERENTIAL PRESSURE SENSOR OUTDOOR AIR IS INTRODUCED TO MEET THE LOCAL CODE REQUIREMENTS. 1-1/4 AND LARGER 10 1-1/4 AND LARGER EVERY FLOOR LEVEL ADJUSTABLE CLEVIS HANGER DSP DUCT STATIC PRESSURE SENSOR BASE AND EACH 2. ON DEHUMIDIFICATION UNIT (DH-1) PURGE MODE SIGNAL THE DAMPER OPENS FULLY TO EVACUATE MAXIMUM AIRFLOW FROM THE SPACE. ABSALL 41 ALL FLOOR. PROVIDE DS DISCONNECT SWITCH (FUSED) 1 3. ALL MOTORIZED DAMPERS CLOSE ON SUPPLY AIR BLOWER STOP. MID-STORY GUIDES FS FLOW SWITCH HANGER ROD 1 AND SMALLER 3 BASE AND EACH H ALARM HORN E. DEHUMIDIFICATION MODE CPVC ALL INSULATION FLOOR 1¼ AND LARGER 4 HDS HIGH DUCT STATIC PRESSURE SENSOR 1. DEHUMIDIFICATION MODE OCCURS WHEN THE ROOM RELATIVE HUMIDITY RISES ABOVE SETPOINT OF 50%RH (ADJUSTABLE THROUGH BMS). 1 5/8" 12 GAUGE CHANNEL OR GENERAL NOTES: M MODULATING ACTUATOR (BELIMO) · THE OUTDOOR AIR SENSORS (TEMPERATURE AND %RH) WILL VERIFY IF ECONOMIZER DEHUMIDIFICATION IS 2"x2"x1/4" ANGLE POSSIBLE. THE MICROPROCESSOR'S FLOATING SETPOINT VERIFIES THAT THE OUTDOOR AIR IS COOLER AND DRYER 1. PROVIDE FOR EXPANSION EVERY 30 FEET MS MOTOR STARTER THAN THE ACTUAL INDOOR CONDITION. PROVIDE INSULATION WELD SHIELD & INSERT FOR 2. PROVIDE SUPPORT AT EVERY CHANGE IN DIRECTION OA OUTSIDE AIR TEMPERATURE/HUMIDITY SENSOR · IF OUTDOOR AIR IS NOT SUITABLE FOR ECONOMIZER OPERATION, COMPRESSOR #1 AND 2 STARTS TO OPERATE IN ALL PIPING "FIRST STAGE DEHUMIDIFICATION AND HOT GAS REHEAT MODE". THE HOT GAS REHEAT COIL IS ENERGIZED. SADDLE OSP OUTDOOR STATIC PRESSURE SENSOR 3. NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE · COMPRESSOR #1 AND 2_ STARTS TO OPERATE IN "FIRST STAGE DEHUMIDIFICATION AND HOT GAS REHEAT MODE". TRAPEZE HANGER FOR UP R RELAY (POLES AND VOLTAGE AS REQUIRED) THE HOT GAS REHEAT COIL IS ENERGIZED. TO 1000 LB. UNIFORM LOAD RCV REHEAT HOT WATER CONTROL VALVE ADJUSTABLE ROLLER HANGER · IF THE ROOM RELATIVE HUMIDITY CLIMBS BY AN ADDITIONAL 5%RH OR IF HIGH LIMIT OF 60% RH IS REACHED, COMPRESSOR #3 AND 4 STARTS TO OPERATE AS WELL. THE UNIT IS IN "SECOND STAGE DEHUMIDIFICATION AND RTS ROOM TEMPERATURE SENSOR HOT GAS REHEAT MODE". S ALARM STROBE F. POOL WATER HEATING MODE TYPICAL PIPE HANGER DETAIL 2 SD SMOKE DETECTOR 1. POOL WATER HEATING MODE OCCURS WHEN THE POOL WATER TEMPERATURE DROPS 1°F BELOW SETPOINT. SCALE: NONE MP6.1 TMA TEMPERATURE - MIXED AIR SENSOR TRA TEMPERATURE - RETURN AIR SENSOR ·STAGE #1A: IF THE COMPRESSOR IS ALREADY OPERATING IN DEHUMIDIFICATION MODE OR COOLING MODE THE COMPRESSOR HOT GAS IS USED FOR WATER HEATING. TS TEMPERATURE SENSOR (PENCIL TYPE) ·STAGE #1B: IF ALL ROOM CONDITIONS ARE SATISFIED [I.E. COMPRESSOR IS OFF], THE MICROPROCESSOR WILL SEND TSA TEMPERATURE - SUPPLY AIR SENSOR A SIGNAL TO THE AUXILIARY POOL WATER HEATER TO MAINTAIN WATER TEMPERATURE.

TX TRANSFORMER (SIZE & VOLTAGE AS REQUIRED) ·STAGE #2: IF THE COMPRESSOR IS ALREADY OPERATING IN STAGE #1 POOL WATER HEATING MODE AND THERE IS A CALL FOR 2ND STAGE POOL WATER HEATING [2°F BELOW SETPOINT], THEN THE MICROPROCESSOR WILL SEND A VFD VARIABLE FREQUENCY DRIVE SIGNAL TO THE AUXILIARY POOL WATER HEATER TO MAINTAIN WATER TEMPERATURE. M BY MECHANICAL CONTRACTOR ·STAGE #2: IF COMPRESSOR #3_4 IS ALREADY OPERATING IN 2ND STAGE DEHUMIDIFICATION MODE OR 2ND E BY ELECTRICAL CONTRACTOR STAGE COOLING MODE AND THERE IS A CALL FOR 2ND STAGE POOL WATER HEATING [2°F BELOW SETPOINT], COMPRESSOR #2 HOT GAS IS USED TO MAINTAIN WATER TEMPERATURE.

·STAGE #3: IF THE POOL WATER DROPS 3°F BELOW SETPOINT, A CALL FOR 3RD STAGE POOL WATER HEATING OCCURS AND THE MICROPROCESSOR WILL ALSO SEND A SIGNAL THE AUXILIARY POOL WATER HEATER TO MAINTAIN WATER TEMPERATURE.

DOMESTIC HOT WATER SEQUENCE · COMPRESSOR OPERATION IN DEHUMIDIFICATION MODE AND COOLING MODE IS NEVER INTERRUPTED BY LACK OF WATER FLOW TO THE UNIT.

OF OPERATION · SHOULD WATER FLOW BE INTERRUPTED, THE MICROPROCESSOR WILL LOCK OUT WATER HEATING MODE AND DISPLAY LOW WATER FLOW' MESSAGE ON THE OPERATOR PANEL. ALL OTHER MODES OF OPERATION WILL OPERATE NORMALLY. A. WHENEVER STORAGE TANK TEMPERATURE FALLS BELOW 130°F, THE TANK TEMPERATURE SENSOR SHALL ENERGIZE WATER HEATERS. G. COOLING MODE

B. WATER HEATER INTERNAL CONTROLS SHALL MODULATE LEAD/LAG OPERATION OF WATER 1. COOLING MODE OCCURS WHEN THE SPACE TEMPERATURE IS ABOVE SETPOINT. HEATERS. · THE OUTDOOR AIR SENSORS (TEMPERATURE AND %RH) VERIFY IF ECONOMIZER COOLING IS POSSIBLE. THE C. WATER HEATER INTERNAL CONTROLS SHALL ENERGIZE ASSOCIATED PUMP (CP-1/CP-2). MICROPROCESSOR'S FLOATING SETPOINT VERIFIES THAT THE OUTDOOR AIR IS COOLER AND DRYER THAN THE ACTUAL D. WATER HEATER INTERNAL CONTROLS SHALL MODULATE BURNER TO MAINTAIN LEAVING INDOOR CONDITION. WATER TEMPERATURE OF 140°F · IF OUTDOOR AIR IS NOT SUITABLE FOR ECONOMIZER COOLING, COMPRESSOR #1 STARTS TO OPERATE IN "FIRST STAGE E. THE DOMESTIC HOT WATER RE-CIRCULATING PUMP SHALL BE CONTROLLED BY THE SPECIFIED COOLING MODE". ELECTRONIC TIMER AND AQUA-STAT AND WILL NOT BE INTERFACED WITH THE DIRECT DIGITAL CONTROL SYSTEM. TIMER TO BE SET TO OPERATE DURING NORMAL OCCUPIED HOURS AND · IF THE ROOM TEMPERATURE CONTINUES TO CLIMB BY 1°F, COMPRESSOR #2_4 STARTS TO OPERATE IN "SECOND THE AQUA-STAT SHALL ENABLE THE PUMP AT THE FOLLOWING TEMPERATURES: STAGE COOLING MODE". CP-3: ON AT 100°F, OFF AT 110°F · THE OUTDOOR AIR SENSORS (TEMPERATURE AND %RH) WILL VERIFY IF ECONOMIZER COOLING IS POSSIBLE.

F. BUILDING CONTROL SYSTEM SHALL CONNECT TO WATER HEATER (WH-1 AND WH-2) AND · IF OUTDOOR AIR IS NOT SUITABLE FOR ECONOMIZER COOLING, COMPRESSOR STARTS TO OPERATE IN "COOLING TEMPERING STATION BACNET CONTROLLERS. BUILDING CONTROL SYSTEM SHALL PROVIDE A MODE". MINIMUM OF 15 POINTS (SELECTED BY OWNER) FOR EACH BACNET CONTROLLER. · COMPRESSOR STARTS TO OPERATE IN "COOLING MODE".

2. THE (REMOTE) OUTDOOR AIR_COOLED CONDENSER REJECTS COMPRESSORS' TOTAL HEAT OF REJECTION AS REQUIRED. POOL WATER HEATING MODE OCCURS WHEN THE POOL WATER TEMPERATURE DROPS 1°F BELOW SETPOINT. MINDEN, NV 89423 NV MINDEN, BOILER ROOM EMERGENCY H. ECONOMIZER MODE 88 ROUTE 1600 STATE 1. ECONOMIZER MODE WILL OPERATE WHENEVER OUTDOOR CONDITIONS PERMIT AND OVERRIDE COMPRESSOR OPERATION.

· IF THERE IS A CALL FOR COOLING, THE MICROPROCESSOR WILL VERIFY THAT THE OUTDOOR TEMPERATURE IS SUITABLE. SHUTDOWN SEQUENCE OF OPERATION IF YES, THE UNIT WILL OPERATE IN ECONOMIZER COOLING MODE.

· IF THERE IS A CALL FOR DEHUMIDIFICATION, THE MICROPROCESSOR WILL VERIFY THAT THE OUTDOOR MOISTURE LEVEL A. CONNECT EXISTING EMERGENCY SHUT-DOWN SWITCH TO WATER HEATERS (WH-1 AND IS SUITABLE. IF YES AND THE OUTDOOR TEMPERATURE IS NEUTRAL TO THE SPACE, THE UNIT WILL OPERATE IN WH-2). SWITCH IS TO DISCONNECT THE POWER TO THE EXISTING BOILER BURNERS (DO NOT ECONOMIZER DEHUMIDIFICATION MODE. DISCONNECT POWER TO THE BOILER PUMPS), AND NEW WATER HEATERS. AN ALARM DIAGRAM CONTROL HOT WATER DOMESTIC CONDITION SHALL BE INDICATED ON THE ASSOCIATED GRAPHIC DISPLAY WHENEVER THE · IF THERE IS A CALL FOR BOTH COOLING AND DEHUMIDIFICATION, THE MICROPROCESSOR WILL VERIFY THAT THE EMERGENCY SHUT-DOWN SWITCH IS ENABLED (AS DETERMINED BY A CONTROL RELAY OUTDOOR TEMPERATURE AND THE OUTDOOR MOISTURE LEVEL ARE SUITABLE. IF YES, THE UNIT WILL OPERATE IN ECONOMIZER COOLING AND DEHUMIDIFICATION MODE. MONITORING SWITCH STATUS). · DURING ECONOMIZER MODE THE MOTORIZED O/A DAMPER OPENS TO 100% AND R/A DAMPERS (EVAPORATOR FACE AND BYPASS DAMPER) FULLY CLOSE. SUPPLY FAN AND ALL EXHAUST FANS (EF1 & EF2)

VENTILATE THE SPACE WITH 100% OUTDOOR AIR. REPLACEMENT HEATER WATER CENTER SWIM VALLEY CARSON

I. SPACE HEATING MODE

1. HEATING MODE OCCURS WHEN THE SPACE TEMPERATURE DROPS BELOW SETPOINT.

· IF THE ROOM TEMPERATURE DROPS BELOW SETPOINT THE DRY_O_TRON®'S MICROPROCESSOR WILL SEND A 0_10V DC SIGNAL AND UP TO 2 STAGE ON_OFF SIGNAL TO A SPACE HEATING COIL (FACTORY MOUNTED) TO PLAN VIEW MAINTAIN SPACE TEMPERATURE. ACCURACY IS ACHIEVED THROUGH A PID (PROPORTIONING/INTEGRAL/DERIVATIVE) HEATING CONTROL TO ELIMINATE STALLED ROOM TEMPERATURES.

· IF THE ROOM TEMPERATURE DROPS BELOW SETPOINT THE DRY_O_TRON®'S MICROPROCESSOR WILL SEND A SIGNAL TO A HOT WATER SPACE HEATING COIL (FACTORY MOUNTED) TO MAINTAIN SPACE TEMPERATURE.

· UNIT MOUNTED HEATING COIL FREEZE PROTECTION MODE ; IF HEATING COIL AVERAGE LEAVING AIR TEMPERATURE FALLS BELOW 45°F (ADJUSTABLE) THE BLOWERS SHUT DOWN, ALL DAMPERS CLOSE AND CONTROL VALVES SHOULD FAIL TO FULL OPEN. REVISIONS: REV.DESCRIPTION DATE J. DEHUMIDIFICATION UNIT (DH-1) PURGE MODE

1.1. DEHUMIDIFICATION UNIT (DH-1) PURGE MODE OCCURS ON A CALL FOR DEHUMIDIFICATION UNIT (DH-1) PURGE MODE FROM - -- DEHUMIDIFICATION UNIT (DH-1)OPERATOR PANEL OR REMOTE PUSH BUTTON (BY OTHERS) MOMENTARY SIGNAL. THIS TIMER_OPERATED MODE (2_20 MINUTES) IS INTENDED TO VENTILATE THE SPACE WITH ONE COMPLETE AIR CHANGE AND THEN AUTOMATICALLY RESUME NORMAL OPERATION. - -- · DEHUMIDIFICATION UNIT (DH-1) COMPRESSOR(S) ARE STOPPED.

· FACE AND BYPASS DAMPERS ON EVAPORATOR CLOSE PARTIALLY. - -- · OUTDOOR AIR DAMPER OPENS FULLY TO ALLOW 100% OUTDOOR AIR INTO THE DRY_O_TRON®.

· EXHAUST AIR DAMPER(S) OPEN(S) FULLY. - --

· REMOTE EXHAUST FANS (EF-1, EF-2, EF-3, AND EF-4) OPERATE TO EVACUATE MAXIMUM AIRFLOW FROM THE SPACE.

· OUTDOOR AIR DAMPER OPENS TO ALLOW 100% OUTDOOR AIR INTO THE DRY_O_TRON®. - --

· AUTOMATED PURGE SCHEDULED TO BE ACTIVATED 15 MINUTES AFTER CLOSE (UNOCCUPIED PERIOD) AND 1 HOUR PRIOR TO OPENING (OCCUPIED PERIOD). - --

· SMART PURGE: IF OA TEMPERATURE IS BELOW 65F ONLY PREHEAT SA TO 65°F. REAR VIEW K. SMART SAVER HEAT RECOVERY DRAWN BY: MGB FRONT VIEW ELEVATION VIEW 1. DURING OCCUPIED PERIOD, THE OUTDOOR AIR DAMPERS OPEN TO MINIMUM POSITION. EXHAUST AIR BLOWER EF1 IS DESIGNED BY: CL ACTIVATED. HEAT CONTAINED IN THE EXHAUST AIR IS TRANSFERRED TO THE INCOMING OUTDOOR AIR VIA THE AIR_TO_REFRIGERANT HEAT EXCHANGERS. CHECKED BY: CLR APPROVED BY: CLR 2. DURING UNOCCUPIED PERIOD, THE OUTDOOR AIR DAMPERS AND EXHAUST AIR BACKDRAFT DAMPERS STAY IN CLOSED POSITION. DATE: 06/16/2016

L. ZERO AIR REHEAT MODE PROJECT NO: 103915

1. WHEN THERE IS A CALL FOR DEHUMIDIFICATION & THE SPACE TEMPERATURE IS IN THE DEADBAND, BOTH THE AIR REHEAT AIR HANDLING UNIT DETAIL 3 COIL & THE (REMOTE) OUTDOOR AIR_COOLED ARE ACTIVATED TO ACHIEVE A NEUTRAL SUPPLY AIR TEMPERATURE. SHEET NUMBER:

SCALE: NONE MP6.1 2. LEAD/LAG MODE: COMPRESSOR STARTING ORDER SHALL ALTERNATE TO MAINTAIN EQUAL RUN TIME. MP6.1 3.0 CAST-IN-PLACE CONCRETE

0.0 STRUCTURAL DESIGN CRITERIA 5.0 STRUCTURAL STEEL A. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ACI MANUAL OF CONCRETE PRACTICE. CONCRETE MIX DESIGNS SHALL BE IN ABBREVIATIONS ACCORDANCE WITH ASTM C-94 AS FOLLOWS: AB ANCHOR BOLT IBC INTERNATIONAL BUILDING CODE: A. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC MANUAL OF STEEL CONSTRUCTION. ALL ACI AMERICAN CONCRETE CODE 2012 INTERNATIONAL BUILDING CODE (2012 IBC) 1. FOUNDATIONS AND SLABS ON GRADE: f’c = 3000 PSI AT 28-DAYS, 3/4” NORMAL WEIGHT AGGREGATE, 0.50 MAXIMUM W/C RATIO, DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. INSTITUTE ID INSIDE DIAMETER STRUCTURAL RISK CATEGORY III ENTRAPPED AIR ONLY. SLABS ON GRADE SHALL CONTAIN 1.5 LB/CY OF FIBERMESH STEALTH POLYPROPYLENE FIBERS OR APPROVED EQUAL. AFF ABOVE FIN FLR IN INCHES 2. EXTERIOR CONCRETE: f’c = 4000 PSI AT 28-DAYS, 3/4” NORMAL WEIGHT AGGREGATE, 0.45 MAXIMUM W/C RATIO, 6% +/- 1% ENTRAINED AIR. B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: AGG AGGREGATE INT INTERIOR LIVE LOADS: AISC AMERICAN INSTITUTE OF JST JOIST EXTERIOR CONCRETE SHALL CONTAIN 1.5 LB/CY OF FIBERMESH STEALTH POLYPROPYLENE FIBERS OR APPROVED EQUAL. STEEL CONSTRUCTION JT JOINT ROOF LIVE LOAD, Lr: 20 PSF 1. STRUCTURAL STEEL SHAPES, PLATES AND RODS: ASTM A36 (Fy = 36 KSI) TYPICAL UNLESS NOTED OTHERWISE. USE ASTM 572, ALT ALTERNATE K KING STUD, KIPS MEZZANINE FLOOR LIVE LOAD, L: 100 PSF B. ALL CONCRETE MIXES SHALL UTILIZE ASTM C150 TYPE II LOW ALKALI CEMENT. ASTM C618 CLASS F FLY ASH MAY BE UTILIZED FOR UP TO 25% CEMENT GRADE 50 (Fy = 50 KSI) WHERE NOTED. ALUM ALUMINUM KSI KIPS PER SQUARE INCH REPLACEMENT AT THE CONTRACTOR’S OPTION. 2. "W" STEEL SHAPES: ASTM A992 (Fy = 50 KSI). APPROX APPROXIMATELY KSF KIPS PER SQUARE FOOT MECHANICAL ENGINEERING CONSULTANT SNOW LOADS: 3. RECTANGULAR HSS STEEL TUBING: ASTM A500, GRADE B (Fy = 46 KSI). ARCH ARCHITECT L ANGLE PROJECT ELEVATION: 4720 FT 4. ROUND HSS STEEL TUBING: ASTM A500, GRADE B (Fy = 42 KSI). ASCE AMERICAN SOCIETY OF LBS POUNDS C. NORMAL WEIGHT AGGREGATE SHALL CONFORM TO ASTM C33 AND LIGHTWEIGHT AGGREGATE SHALL CONFORM TO ASTM C330. ALL AGGREGATE CIVIL ENGINEERS LLV LONG LEG VERTICAL 5434 LONGLEY LANE GROUND SNOW LOAD, Pg: 30 PSF SHALL BE FROM APPROVED SOURCES AND FREE OF DELETERIOUS MATERIALS. 5. STEEL PIPE: ASTM A53, GRADE B (Fy = 35 KSI). ASTM AMERICAN SOCIETY FOR LLH LONG LEG HORIZONTAL Ce: 1.0 TESTING OF MATERIALS LT WT LIGHT WEIGHT RENO, NEVADA 89511 Ct: 1.0 D. CONCRETE SLUMP SHALL NOT EXCEED 3” WHEN TESTED IN ACCORDANCE WITH ASTM C143 FOR HORIZONTAL MEMBER SUCH AS FOOTINGS, SLABS, AND C. ANCHOR BOLTS (AB) SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. MACHINE BOLTS (MB) SHALL CONFORM BFF BELOW FIN FLR MAX MAXIMUM PHONE: 775.826.1919 Is: 1.1 BEAMS OR 4” FOR VERTICAL MEMBERS SUCH AS WALLS AND COLUMNS. CONCRETE SHALL BE PLACED AT THE MINIMUM PRACTICAL SLUMP, NOT TO ASTM A 307. HIGH STRENGTH BOLTS (HSB) SHALL BE ASTM A325-N UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS SHALL BE I BLDG BUILDING MB MACHINE BOLT FLAT ROOF SNOW LOAD, Pf: 23 PSF NSTALLED IN ACCORDANCE WITH RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. BLKG BLOCKING MECH MECHANICAL EXCEEDING THE SPECIFIED MAXIMUM SLUMP. IF ADDITIONAL WORKABILITY AND SLUMP IS DESIRED, IT MAY BE OBTAINED WITH APPROVED ADMIXTURES BM BEAM MFR MANUFACTURER FAX: 775.826.1918 DESIGN ROOF SNOW LOAD, S: 30 PSF THAT DO NOT INCREASE WATER CONTENT, SHRINKAGE, OR ADVERSELY AFFECT THE CONCRETE. BN BOUNDARY NAIL MISC MISCELLANEOUS WEB: CR-ENG.COM D. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS FOR THE MATERIAL BEING WELDED AND ALL BO BOTTOM OF MIN MINIMUM WIND LOADS: E. ALL NON-SHRINK GROUT AND DRYPACK SHALL BE A PREMIXED, NON-METALLIC, SHRINKAGE COMPENSATING, NON-STAINING FORMULA WITH A MINIMUM WELDING SHALL BE PERFORMED BY APPROPRIATELY CERTIFIED WELDERS. ALL WELDERS AND FABRICATION SHOPS SHALL BE BOT BOTTOM MTL METAL BASIC WIND SPEED, Vult: 140 MPH COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS AND 7000 PSI AT 28 DAYS. GROUT SHALL BE MIXED AND PLACED PER ALL MANUFACTURER APPROVED BY THE BUILDING AUTHORITY HAVING JURISDICTION. B/S BOTH SIDES (N) NEW THESE DRAWINGS ARE INSTRUMENTS OF EXPOSURE CATEGORY: C CIP CAST IN PLACE NA NOT APPLICABLE SERVICE REQUIREMENTS IN A FLOWABLE OR PACKABLE STATE AS REQUIRED BY THE CONDITIONS OF INSTALLATION. USE MASTER BUILDERS “CONSTRUCTION CJ CONTROL JOINT NS NEAR SIDE AND THE DESIGNS ARE THE EXCLUSIVE ENCLOSURE CLASSIFICATION: ENCLOSED (GCpi = 0.18) GROUT” OR APPROVED EQUAL. E. HEADED AND THREADED STUDS SHALL BE NELSON STUD ANCHORS (NSA) OR APPROVED EQUAL, OF THE SIZES INDICATED ON THE CL CENTERLINE NSA NELSON STUD ANCHOR PROPERTY DRAWINGS, WITH FLUXED ENDS AUTOMATICALLY END WELDED PER THE MANUFACTURER’S REQUIREMENTS. CLG CEILING NTS NOT TO SCALE OF CR ENGINEERING. THIS DRAWING MAY NOT BE SEISMIC LOADS: F. REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL BARS TO BE WELDED OR FIELD BENT SHALL BE ASTM A706. CLR CLEAR OC ON CENTER REPRODUCED IN ANY WAY, INCLUDING DESIGN Ss: 2.379 ALL WELDING SHALL CONFORM TO AWS D1.4 AND ALL WELDING SHALL BE PERFORMED BY APPROPRIATELY CERTIFIED WELDERS. SUPPORTS AND F. ALL STRUCTURAL AND MISCELLANEOUS STEEL WORK SHALL BE SHOP PRIMED AND TOUCHED UP IN THE FIELD AFTER ERECTION EXCEPT CMU CONC MASONRY UNIT OD OUTSIDE DIAMETER CONCEPTS AND IDEAS, WITHOUT THE EXPRESS S1: 0.845 STEEL TO BE EMBEDDED IN CONCRETE, SPRAY FIRE PROOFED, GALVANIZED, OR WHERE REQUIRED FOR SPECIAL CONNECTIONS LIKE COL COLUMN OH OPPOSITE HAND WRITTEN AUTHORIZATION FROM CR ACCESSORIES FOR REINFORCING SHALL BE FURNISHED AS SHOWN OR REQUIRED. CHAIRS PLACED AGAINST EXPOSED SURFACES SHALL BE CONC CONCRETE PERP PERPENDICULAR ENGINEERING. SITE CLASS: D GALVANIZED, STAINLESS, OR PLASTIC. FIELD WELDS OR AT CONTACT FACES OF CONNECTIONS USING HIGH STRENGTH BOLTS. COORDINATE PRIMER WITH FINISH REQUIREMENTS CONN CONNECTION PL PLATE Sds: 1.59 TO ENSURE PRIMER IS COMPATIBLE WITH TOPCOATS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL EXPOSED TO EARTH. CONST CONSTRUCTION PLF POUNDS PER FOOT Sd1: 0.85 G. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN CONFORMANCE WITH ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONT CONTINUOUS PLY PLYWOOD Ie: 1.25 CONCRETE AND THE CRSI MANUAL OF STANDARD PRACTICE. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ALL REINFORCING SHALL BE G. SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE A/E FOR REVIEW AND APPROVAL PRIOR TO ANY CJP COMPLETE JOINT PSI POUNDS PER SQUARE INCH Ip: 1.00 FABRICATION OR PLACEMENT. PENETRATION PSF POUNDS PER SQUARE FOOT ACCURATELY POSITIONED AND SECURED IN PLACE WITH CHAIRS, TIES, BOLSTERS OR DOBIES PRIOR TO PLACEMENT OF CONCRETE. CL CENTERLINE PT PRESSURE TREATED SEISMIC DESIGN CATEGORY: E CTSK COUNTERSUNK POST TENSIONED H. MINIMUM COVERAGE FOR REINFORCING SHALL BE THE CLEAR DISTANCE TO THE FACE OF BARS AS FOLLOWS UNLESS NOTED OTHERWISE: 3” FOR CY CUBIC YARDS REINF REINFORCED SOILS*: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 2” FOR #6 AND LARGER BARS FROM FORMED SURFACES EXPOSED TO EARTH 6.0 PENETRATIONS & POST-INSTALLED ANCHORS DBL DOUBLE REQD REQUIRED SEAL: SOILS ENGINEER: EARTH SCIENCE CONSULTANTS OR WEATHER (1-1/2” FOR #5 AND SMALLER BARS). DF DOUGLAS FIR SCH SCHEDULE SOIL BEARING PRESSURE: 3000 PSF A. OPENINGS, POCKETS, HOLES, CANS, ETC. SHALL NOT BE PLACED IN ANY SLAB, BEAM, COLUMN, WALL, OR OTHER STRUCTURAL DIA DIAMETER SHTG SHEATHING DJ DOWELED JOINT SIM SIMILAR COEFFICIENT OF FRICTION: 0.30 (ASSUMED) I. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 MEMBER UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR WRITTEN PERMISSION IS OBTAINED FROM THE A/E. DWG DRAWING SOG SLAB ON GRADE PASSIVE PRESSURE: 250 PCF(ASSUMED) DIAMETERS OR AS NOTED. IN NO CASE SHALL SPLICES BE LESS THAN 24”. EA EACH SS STAINLESS STEEL FROST DEPTH: 24” B. DO NOT OVERCUT AT CORNERS WHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY; CORE DRILL, CHIP AND EF EACH FACE STAGG STAGGERED *BASED ON RECORD STRUCTURAL DRAWINGS BY CLARK GRIBBEN & ASSOC. STAMPED 2/19/88 BY CLIFFORD H. JOHNSON, PE/SE. J. ALL EPOXIED REBAR DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH ALL MANUFACTURER RECOMMENDATIONS AND EVALUATION REPORT GRIND AS REQUIRED AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BE REVIEWED BY THE A/E PRIOR TO ANY ELEV ELEVATION STD STANDARD PENETRATION ACTION. ELEC ELECTRICAL STIFF STIFFENER REQUIREMENTS USING SIMPSON "SET-XP” EPOXY OR APPROVED EQUAL. EN EDGE NAIL STL STEEL 1.0 GENERAL ES EACH SIDE STRUC STRUCTURAL K. DESIGN CONCRETE FORMS AS RECOMMENDED IN ACI 347. CONSTRUCT FORMS OF ADEQUATE STRENGTH AND STIFFNESS TO OBTAIN REQUIRED C. UTILIZE CURRENT TECHNOLOGY DETECTION EQUIPMENT TO LOCATE OBSTACLES (REBAR, CONDUITS, ETC.) WITHIN CONCRETE EW EACH WAY SYM SYMMETRICAL FINISHED CONCRETE SURFACE AND LINE TOLERANCES SPECIFIED IN ACI 117. FORMS SHALL BE TIGHT ENOUGH TO PREVENT LEAKAGE OF MORTAR (FLOORS, WALLS, ROOFS, ETC.) AT EVERY LOCATION WHERE CONCRETE IS TO BE PENETRATED (DRILLING, SAWING, CORING, ETC.). (E) EXISTING T TRIMMER A. THESE GENERAL NOTES APPLY TO ALL WORK SHOWN IN THE STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR AND ALL INVOLVED PARTIES FINES. PROVIDE RESULTS TO THE A/E AT LEAST 48 HOURS PRIOR TO THE PENETRATION ACTION SO APPROPRIATE DIRECTION MAY BE EXT EXTERIOR TN TOENAIL SHALL BE DIRECTLY RESPONSIBLE FOR READING AND COMPLYING WITH ALL INFORMATION PROVIDED IN THE STRUCTURAL DRAWINGS AND PROVIDED WHEN OBSTACLES ARE IDENTIFIED. ANY OBSTACLES DAMAGED WITHOUT PRIOR APPROVAL OF THE A/E SHALL BE FF FINISHED FLOOR TO TOP OF SPECIFICATIONS. FIN FINISH TYP TYPICAL L. USE NEW OR PROPERLY CLEANED LIKE-NEW FORM MATERIALS. REMOVE ALL DIRT, CHIPS, SAWDUST, RUBBISH, WATER OR ICE FROM FORMS PRIOR TO REPAIRED IN A MANNER ACCEPTABLE TO THE A/E AT THE CONTRACTOR’S EXPENSE. FLR FLOOR T&G TONGUE & GROOVE PLACEMENT OF CONCRETE. FN FACE NAIL T&B TOP & BOTTOM B. THE CONTRACTOR SHALL COMPLY WITH ALL GENERAL NOTES AND TYPICAL DETAILS SHOWN IN THE DRAWINGS, WHETHER OR NOT SPECIFIC D. EXPANSION ANCHORS SHALL BE SIMPSON “STRONG-BOLT 2” PER ICC-ES ESR-3037 (IN CONCRETE) OR PER IAPMO ES ER-240 (IN FO FACE OF UNO UNLESS NOTED OTHERWISE FLAGGING OR REFERENCE HAS BEEN MADE TO THE APPLICABLE GENERAL NOTE OR TYPICAL DETAIL. PROJECT SPECIFIC NOTES AND DETAILS M. CLEAN AND ROUGHEN CONSTRUCTION JOINTS AND LIGHTLY MOISTEN FORMS AND SUBGRADE PRIOR TO PLACING CONCRETE. INSTALL W.R. MEADOWS MASONRY); HILTI “KWIK BOLT 3” PER ICC-ES ESR-2302 (IN CONCRETE) OR PER ICC-ES ESR-1385 (IN MASONRY); OR APPROVED FS FAR SIDE VERT VERTICAL ISSUED FOR BID SHOWN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED. FT FEET WF WIDE FLANGE “SEALTIGHT DUOGARD” CHEMICAL RELEASE AGENT OR APPROVED EQUAL PRIOR TO PLACEMENT OF CONCRETE. PLACE CONCRETE USING METHODS FTG FOOTING WWF WELDED WIRE FABRIC WHICH AVOID SEGREGATION. MECHANICALLY VIBRATE ALL CONCRETE, INCLUDING SLABS, TO CONSOLIDATE IT IN FORMS. COMPLY WITH THE GA GAGE, GUAGE W/ WITH C. ALL WORK SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE 2012 INTERNATIONAL BUILDING CODE, THE LATEST EDITION OF ASTM OR OTHER CONSULTANT: REQUIREMENTS FOR CURING PRIOR TO STRIPPING OF FORMS. E. EPOXY/ADHESIVE ANCHORS SHALL USE SIMPSON “SET-XP” PER ICC-ES ESR-2508 (IN CONCRETE), OR PER ICC-ES ESR-1772 (IN GALV GALVANIZED W/O WITHOUT INDUSTRY STANDARDS REFERENCED, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS AND REGULATIONS. FOR ITEMS, MASONRY); HILTI “HIT-RE 500-SD” PER ICC-ES ESR-2322 (IN CONCRETE) OR HILTI “HIT-HY 150 MAX” PER ICC-ES ESR-1967 (IN GLB GLULAM BEAM @ AT METHODS, AND/OR MATERIALS NOT SHOWN, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REGULATING AGENCIES THAT N. CONCRETE FINISHES: MASONRY); OR APPROVED EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED. HDR HEADER # NUMBER, POUNDS HAVE AUTHORITY OVER SUCH PORTIONS OF WORK. HORIZ HORIZONTAL & AND HSB HIGH STRENGTH BOLT +/- PLUS OR MINUS 1. INTERIOR FLATWORK: SCREED TO AN EVEN, LEVEL PLANE, FLOAT AND STEEL TROWEL TO A SMOOTH, DENSE, HARD FINISH. F. HEAVY DUTY SCREW ANCHORS SHALL BE SIMPSON “TITEN HD” PER ICC-ES ESR-2713 (IN CONCRETE), OR PER ICC-ES ESR-1056 (IN D. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE MEANS OR METHODS OF 2. EXTERIOR FLATWORK: AS ABOVE EXCEPT FOLLOWED WITH A MEDIUM BROOM FINISH PERPENDICULAR TO TRAFFIC. MASONRY); HILTI “KWIK HUS-EZ” PER ICC-ES ESR-3027 (IN CONCRETE) OR PER ICC-ES ESR-3056 (IN MASONRY); OR APPROVED CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS 3. FORMED SURFACES EXPOSED TO VIEW: IMMEDIATELY AFTER FORMS ARE REMOVED, REMOVE SURFACE PROJECTIONS AND SACK AND PATCH EQUAL. PERIODIC SPECIAL INSPECTION REQUIRED. HEAVY DUTY SCREW ANCHORS SHALL NOT BE USED IN CONDITIONS SUBJECT TO DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PREPARATION AND EXECUTION OF A SAFETY PROGRAM AND ALL SURFACE DEFECTS. PERMANENT EXTERIOR EXPOSURE. DESIGN AND INSTALLATION OF BRACING, SHORING, FORMS AND SCAFFOLDING. THE CONTRACTOR SHALL RETAIN HIS OWN ENGINEER WHERE 4. FORMED SURFACES NOT EXPOSED TO VIEW: STRIP FORMS AND PATCH LARGE HOLES OR DEFECTS. REQUIRED FOR MEANS AND METHODS AS WELL AS ANY OTHER DELEGATED DESIGN ITEMS. SHEET INDEX - PHASE 2 5. COORDINATE AND VERIFY ALL CONCRETE FINISHES WITH THE ARCHITECT. G. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ALL EVALUATION REPORT AND MANUFACTURER RECOMMENDATIONS AND SPECIAL INSPECTION SHALL BE PROVIDED WHERE REQUIRED. NV LIC. #19370 CA LIC. #76006 E. THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS AND CONDITIONS WITH ARCHITECTURAL AND SHEET NAME O. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR TOOLED TO A 1/2" RADIUS. OTHER DRAWINGS (I.E. CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.) PRIOR TO CONSTRUCTION. THE ARCHITECT AND ENGINEER (A/E) SHALL H. WHERE POST-INSTALLED ANCHORS ARE TO BE USED, IT SHALL BE THE CONTRACTOR’S DIRECT RESPONSIBILITY TO COORDINATE S0.1 STRUCTURAL NOTES & SPECIFICATIONS BE NOTIFIED OF ANY DISCREPANCIES, OMISSIONS OR INCONSISTENCIES SO REVISIONS OR CLARIFICATIONS CAN BE MADE WHERE NECESSARY. P. FINISH AND MEASURE SLAB SURFACES SO GAP AT ANY POINT BETWEEN CONCRETE SURFACE AND AN UNLEVELED, FREESTANDING, 10-FOOT LONG THE LOCATIONS OF REINFORCING STEEL OR OTHER SIMILARLY EMBEDDED ITEMS TO WORK WITH POST-INSTALLED ANCHORS AND S1.1 STRUCTURAL PLANS

TO AVOID CONFLICTS WHEN DRILLING HOLES. TYSON COLOVICH, PE

STRAIGHTEDGE RESTING ON TWO HIGH SPOTS AND PLACED ANYWHERE ON THE SURFACE DOES NOT EXCEED 3/16”. 1 F. IN THE EVENT EXISTING CONDITIONS ARE FOUND TO BE DIFFERENT FROM THOSE SHOWN IN THE DRAWINGS, THE A/E SHALL BE NOTIFIED SO S2.1 STRUCTURAL ELEVATIONS, SECTIONS & DETAILS

REVISIONS OR CLARIFICATIONS CAN BE MADE WHERE NECESSARY. 5 Q. CONCRETE CURING AND PROTECTION REQUIREMENTS:

7.0 QUALITY ASSURANCE (STATEMENT OF SPECIAL INSPECTIONS) 8 G. NO CHANGES OR DEVIATIONS FROM THE PLANS AND SPECIFICATIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE A/E.

1. FRESHLY DEPOSITED CONCRETE SHALL BE CURED AND PROTECTED FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD V

TEMPERATURES FOR A MINIMUM OF 5 DAYS IN ACCORDANCE WITH ACI 305 IN HOT WEATHER AND ACI 306 IN COLD WEATHER. A. QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE OF SPECIAL INSPECTION AND MATERIALS TESTING IN N H. DO NOT SCALE THE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC AND MAY NOT SCALE ACCURATELY.

2. INTERIOR SLABS TO BE COVERED: APPLY 1 COAT OF ASTM C309 CURING COMPOUND AS SOON AS POSSIBLE AFTER FINISHING. CURING ACCORDANCE WITH 2012 IBC CHAPTER 17. 4 8

0 7 37 32 COMPOUND SHALL BE CERTIFIED TO BE COMPATIBLE WITH FLOORING COVERINGS OR THE CURING COMPOUND SHALL BE REMOVED FROM P SE

0 1

I. THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR COORDINATING THE FOLLOWING TYPES OF ITEMS WHICH ARE TYPICALLY SHOWN ON N SLABS PRIOR TO APPLICATION OF FLOOR COVERINGS. ,

B. WHERE REQUIRED BY THE BUILDING AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR SHALL SUBMIT A WRITTEN 0 4

ARCHITECTURAL DRAWINGS: SIZES AND LOCATIONS OF WINDOW AND DOOR OPENINGS, CONCRETE CURBS, FLOOR DRAINS AND DEPRESSED SLAB E

2 7

3. INTERIOR SLABS TO BE EXPOSED WITH CURE AND SEAL FINISH: APPLY AN INITIAL CURING COAT OF HIGH SOLIDS (20% MINIMUM) ASTM C1315 STATEMENT OF RESPONSIBILITY TO THE AHJ AND OWNER IN ACCORDANCE WITH 2012 IBC SECTION 1704.4. I

AREAS, FLOOR AND INTERIOR OR EXTERIOR NON-STRUCTURAL WALLS PARTITIONS, ETC. # #

CURING AND SEALING COMPOUND AS SOON AS POSSIBLE AFTER FINISHING. APPLY A SECOND SEALING COAT PER MANUFACTURER ,

. . PE, . #150

N RECOMMENDATIONS. IC. #47

C. THE CONTRACTOR SHALL PROVIDE THE A/E WITH WRITTEN NOTICE 48 HOURS PRIOR TO THE FOLLOWING CONSTRUCTION ACTIVITIES C C

J. THE CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR COORDINATING THE FOLLOWING TYPES OF ITEMS WHICH ARE TYPICALLY SHOWN ON I I

4. EXTERIOR CONCRETE: APPLY 1 COAT OF HIGH SOLIDS (20% MINIMUM) ASTM C309 CURING COMPOUND AS SOON AS POSSIBLE AFTER

SO STRUCTURAL OBSERVATION MAY BE PERFORMED WHERE APPROPRIATE: CONCRETE PLACEMENT, STEEL ERECTION, DIAPHRAGM F

L L

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS: SIZES AND LOCATIONS OF MECHANICAL EQUIPMENT, DUCTWORK RUNS, CONDUIT OR CABLE

FINISHING. NAILING OR WELDING, AND GROUTING OF MASONRY. DEFICIENCIES WILL BE REPORTED IN WRITING. AT THE CONCLUSION OF WORK, I

TRAY RUNS, PIPE RUNS, AND ALL ASSOCIATED SLEEVES, PENETRATIONS, OPENINGS, HANGERS, INSERTS, ETC. V A V LIC

W CA L OPER

5. REAPPLY CURING COMPOUNDS TO SAWCUT JOINTS IMMEDIATELY AFTER CUTTING IF CURING COMPOUND IS APPLIED PRIOR TO CUTTING. THE ENGINEER OF RECORD (EOR) WILL REVIEW THE PROJECT FOR GENERAL CONFORMANCE WITH STRUCTURAL REQUIREMENTS. IF, U

N C

IN THE OPINION OF THE EOR, THE PROJECT STILL CONTAINS REPORTED DEFICIENCIES THAT HAVE NOT BEEN ADDRESSED BY THE O

K. WHERE SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL, THEY SHALL BE COMPLETE AND COORDINATED BY THE H

L N

R. DEFECTIVE WORK: CONTRACTOR, A WRITTEN STATEMENT WILL BE ISSUED INDICATING THAT SITE VISITS AND STRUCTURAL OBSERVATIONS HAVE BEEN CONTRACTOR. REPRODUCTIONS OF CONTRACT DRAWINGS WILL NOT BE ACCEPTABLE. T

MADE AND THAT CERTAIN DEFICIENCIES REMAIN UNRESOLVED. RIS R

1. ANY CONCRETE NOT FORMED AS SHOWN OR NOT MEETING THE INTENDED LINES, ELEVATIONS, FINISHES, TOLERANCES, ETC. SHALL BE DEEMED A

5 P: 775.525.1113 M DEFECTIVE. CH 2.0 EARTHWORK D. SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL BE PERFORMED FOR THE PROCESSES AND MATERIALS 2. SLAB CRACKS, EDGE CURLING AND SURFACES NOT MEETING FINISH, FLATNESS OR LEVELNESS REQUIREMENTS SHALL BE DEEMED DEFECTIVE. REQUIRED FOR CONSTRUCTION. THE TYPE AND FREQUENCY OF INSPECTIONS AND TESTS AS WELL AS THE FREQUENCY AND 3. DEFECTIVE WORK SHALL BE REMOVED AND REPLACED WITH CONFORMING WORK, OR AT THE OPTION OF THE A/E, REPAIRED TO THE A. EARTHWORK REQUIREMENTS AND FOUNDATIONS DESIGNS ARE BASED ON TYPICAL LOCAL VALUES AND ASSUME THE PRESENCE OF ADEQUATE DISTRIBUTION OF RELATED REPORTS SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY ALL SATISFACTION OF THE A/E. NATIVE SOILS. APPLICABLE CODES. S. CONSTRUCTION JOINTS WILL NOT BE PERMITTED, EXCEPT WHERE SHOWN ON THE DRAWINGS, WITHOUT WRITTEN CONSENT OF THE A/E. B. A SOILS ENGINEER SHALL REVIEW AND APPROVE ALL EARTHWORK MATERIALS PRIOR TO PLACEMENT, OBSERVE EARTHWORK OPERATIONS TO E. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND SHALL FURNISH VERIFY COMPLIANCE WITH EARTHWORK REQUIREMENTS, AND PROVIDE DIRECTION WHERE UNEXPECTED CONDITIONS ARISE. REPORTS TO THE A/E, OWNER AND AHJ. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE T. ALL CONDUITS AND UTILITIES AT SLABS ON GRADE SHALL BE PLACED IN THE BASE MATERIALS AND NOT IN THE SLAB. CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE A/E, OWNER AND AHJ. AT THE CONCLUSION OF WORK, THE C. STRIP SITE, CLEAR ALL DEBRIS, PAVING AND ORGANICS, AND EXCAVATE AS REQUIRED TO CONSTRUCT IMPROVEMENTS, ALLOWING ADEQUATE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE A/E, OWNER AND AHJ INDICATING THE WORK REQUIRING SPECIAL I U. LEAVE CONCRETE SURFACES BROOM CLEAN AND REMOVE ALL DEBRIS FROM CONCRETE WORK FROM THE SITE. SPACE WHERE NECESSARY TO CONSTRUCT AND REMOVE FORMS. NSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. V. SUBMIT CONCRETE MIX DESIGNS, MATERIAL CUTSHEETS, AND REBAR SHOP DRAWINGS TO THE A/E FOR REVIEW AND APPROVAL PRIOR TO ANY D. AFTER EXCAVATIONS ARE COMPLETE AND PRIOR TO PLACEMENT OF ANY FILL OR FOUNDATIONS, SCARIFY, MOISTURE CONDITION AND RE- FABRICATION OR PLACEMENT. COMPACT SUBGRADES TO 95% RELATIVE COMPACTION BELOW BUILDING IMPROVEMENTS AND 90% OUTSIDE OF BUILDING IMPROVEMENTS. F. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2012 IBC CHAPTER 17 SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: WHERE SOIL STABILIZATION MEASURES ARE REQUIRED, THEY SHALL BE AS DIRECTED BY THE SOILS ENGINEER. 1. SPECIAL CASES: POST INSTALLED ANCHORS IN ACCORDANCE WITH EVALUATION REPORTS AND MANUFACTURER 4.0 MASONRY E. EXISTING FILL MATERIALS AND NATIVE SOILS MAY BE ACCEPTABLE AS ENGINEERED FILL PROVIDED THE MATERIAL IS SCREENED AND BLENDED RECOMMENDATIONS. PERIODIC SPECIAL INSPECTION. TO MEET THE CRITERIA PROVIDED BY THE SOILS ENGINEER. COORDINATE ALL REQUIREMENTS WITH THE SOILS ENGINEER. 2. STRUCTURAL STEEL PER AISC 360 CHAPTER N “QUALITY CONTROL AND QUALITY ASSURANCE” AND STEEL OTHER THAN A. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 BUILDING CODE REQUIREMENTS AND ACI 530.1 STRUCTURAL STEEL PER IBC TABLE 1705.2.2. SPECIFICATION FOR MASONRY STRUCTURES. MINIMUM DESIGN STRENGTH f'm = 1500 PSI. F. PLACE FILL AND BACKFILL IN UNIFORM HORIZONTAL LIFTS OF 8" MAXIMUM LOOSE THICKNESS AND COMPACT TO 95% RELATIVE COMPACTION 3. MASONRY CONSTRUCTION PER TMS 402 / ACI 530 / ASCE 5 AND TMS 602 / ACI 530.1 / ASCE 6 – LEVEL B QUALITY BELOW IMPROVEMENTS AND 90% OUTSIDE OF IMPROVEMENTS. ASSURANCE (RISK CATEGORY I, II, OR III). B. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI AT 28 DAYS AND 4. SOILS PER IBC TABLE 1705.6. SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. BRICK MASONRY UNITS SHALL CONFORM TO ASTM C652. FACE BRICK VENEER SHALL G. CONCRETE SLABS, STEPS AND FLATWORK SHALL BE UNDERLAIN WITH AGGREGATE BASE CONFORMING TO THE REQUIREMENTS OF NEVADA H CONFORM TO ASTM C216. MASONRY AND BRICK UNITS SHALL BE OF THE SIZE, SHAPE, COLOR, TEXTURE AND LAYOUT AS DIRECTED IGHWAY DEPARTMENT TYPE 2, CLASS B AGGREGATE BASE. COMPACT AGGREGATE BASE TO 95% RELATIVE COMPACTION. G. THE SPECIAL INSPECTIONS LISTED ABOVE ARE NOT INTENDED TO BE ALL INCLUSIVE AND ONLY REPRESENT SPECIAL INSPECTIONS AND APPROVED BY THE ARCHITECT. USE OPEN END UNITS WHEREVER POSSIBLE. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING. FOR THE WORK SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL SPECIAL INSPECTIONS OF ARCHITECTURAL, MECHANICAL, H. TRENCHING AND BACKFILL FOR UTILITIES SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND WITH ALL BEST ELECTRICAL AND PLUMBING SYSTEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DESIGN DISCIPLINES FOR ADDITIONAL C. MORTAR SHALL CONFORM TO ASTM C270, TYPE M WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MORTAR INFORMATION. INDUSTRY PRACTICES. COLOR SHALL BE AS DIRECTED AND APPROVED BY THE ARCHITECT.

I. CONTRACTOR SHALL PROVIDE DESIGN AND INSTALLATION OF ANY AND ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY AND D. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. GROUT SHALL BE ADEQUATELY RETAIN EARTH BANKS WHERE REQUIRED. COARSE GROUT IN WALLS 8" AND LARGER AND FINE GROUT IN 6" WALLS OR WHERE CONDITIONS WARRANT.

J. CONTRACTOR SHALL COMPLY WITH LOCAL ORDINANCES FOR DUST CONTROL AND SHALL MAINTAIN TEMPORARY DRAINAGE ROUTES TO KEEP E. REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. ALL REINFORCING TO BE WELDED SHALL SURFACE WATER OUT OF EXCAVATIONS. PUMP FOOTINGS EXCAVATIONS IF WATER ACCUMULATES. CONTRACTOR SHALL PROVIDE FOR PROPER CONFORM TO ASTM A706. ALL REINFORCING BARS SHALL BE ACCURATELY DETAILED, POSITIONED AND HELD SECURELY IN PLACE DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER, SEEPAGE, ETC. PRIOR TO GROUTING. BARS SHALL BE LAPPED A MINIMUM OF 48 DIAMETERS EXCEPT WHERE MULTIPLE BARS ARE LAPPED IN A SINGLE CELL THEY SHALL BE LAPPED A MINIMUM OF 64 BAR DIAMETERS. K. ALL FOOTINGS SHALL BE FOUNDED A MINIMUM OF 24" BELOW ADJACENT EXTERIOR FINISHED GRADE TO PROVIDE BURY FOR FROST DEPTH. FOOTINGS MAY BE POURED IN NEAT EXCAVATION WHERE POSSIBLE, PROVIDED AN EXTRA 1” WIDTH OF FOOTING IS PROVIDED ON EACH SIDE. F. REINFORCING SHALL TAKE PRECEDENCE OVER THE LOCATION OF CONDUITS IN ALL CASES AND ADEQUATE ROOM SHALL BE WATER HEATER REPLACEMENT FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACEMENT OF CONCRETE. MAINTAINED IN ALL CASES TO ALLOW GROUT TO FLOW COMPLETELY AROUND REINFORCING AND CONDUIT. THE FOLLOWING REQUIREMENTS SHALL APPLY TO CONDUITS PLACED IN MASONRY.

1. PLACE CONDUIT IN NON-REINFORCED CELLS OR BOND BEAMS WHEREVER POSSIBLE. 2. NO CONDUIT SHALL BE PLACED WITHIN 8” OF ANY JAMB, WALL END, HEAD, SILL OR TOPS OF WALLS. CELLS AND BOND BEAMS WITHIN 8” OF JAMBS, WALL ENDS, HEADS, SILLS AND TOPS OF WALLS SHALL BE RESERVED FOR REINFORCEMENT ONLY. 3. NO CONDUIT SHALL BE PLACED IN CELLS OR BOND BEAMS CONTAINING MORE THAN ONE REINFORCING BAR. 4. NO MORE THAN ONE 3/4" MAXIMUM DIAMETER CONDUIT SHALL BE PLACED IN A CELL OR BOND BEAM REINFORCED WITH A

SINGLE BAR. MINDEN, NV 89423 5. NO MORE THAN TWO 3/4" MAXIMUM DIAMETER CONDUITS SHALL BE PLACED IN A NON-REINFORCED CELL OR BOND BEAM.

6. LAYOUT CONDUIT AND PROVIDE ALL NECESSARY PROVISIONS, SUCH AS ADDITIONAL ROWS OF BOND BEAM UNITS, TO MAINTAIN 1600 STATE ROUTE 88 THE REQUIREMENTS NOTED ABOVE.

G. LAY BLOCK IN RUNNING BOND IN 3/8" FULL SHOVED HEAD AND BED JOINTS AND TOOL ALL JOINTS AS CONCAVE WEATHER RESISTANT JOINTS UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL MASONRY TYPES, DIMENSIONS AND LAYUP PATTERNS PRIOR TO CONSTRUCTION.

H. ALL CELLS SHALL BE GROUTED SOLID IN 8'-0" MAXIMUM LIFTS. SPLICES OF REINFORCEMENT SHALL BE LOCATED SUCH THAT THE FULL SPLICE LENGTH IS WITHIN A LIFT AND IS OBSERVABLE AND VERIFIABLE PRIOR TO POURING GROUT. CUT CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF EACH LIFT FOR CLEANING AND INSPECTION. AT THE CONTRACTOR'S OPTION, LIFTS MAY BE REDUCED TO 5'-0" MAXIMUM WITH CLEANOUTS OMITTED. ALL GROUT SHALL BE VIBRATED AND REVIBRATED USING INTERNAL MECHANICAL VIBRATORS. KEY ALL GROUT POURS BY HOLDING TOP OF GROUT APPROXIMATELY 2” BELOW TOP OF BLOCK.

I. PROTECT MASONRY WORK AS REQUIRED BY ACI 530.1 FOR COLD WEATHER, HOT WEATHER AND MOISTURE. ENLARGED MECHANICAL YARD NORTH FLOOR PLAN FLOOR YARD NORTH MECHANICAL ENLARGED J. SUBMIT CERTIFICATES FOR CONCRETE MASONRY UNITS, MIX DESIGNS FOR MORTAR AND GROUT, AND REBAR SHOP DRAWINGS TO THE A/E FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION OR PLACEMENT. SHOP DRAWINGS SHALL INCLUDE DIMENSIONED ELEVATIONS OF EACH WALL WITH ALL OPENINGS, MECHANICAL AND PLUMBING PENETRATIONS, AND REBAR. CARSON VALLEY SWIM CENTER SWIM CARSON VALLEY

REVISIONS: REV.DESCRIPTION DATE

- --

- -- DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY: DATE: JUNE 16, 2016 PROJECT NO: 16_024 SHEET NUMBER: S0.1 MECHANICAL ENGINEERING CONSULTANT

2 5434 LONGLEY LANE S1.1 RENO, NEVADA 89511 PHONE: 775.826.1919 FAX: 775.826.1918 WEB: CR-ENG.COM

SEAL:

ISSUED FOR BID CONSULTANT: NV LIC. #19370 CA LIC. #76006 TYSON COLOVICH, PE 89511 O, NV O, 04 78 37 32 PE SE , REN . #200 . #741 PE, . #150 TTIG, TTIG, IC. #47 IE LN V LIC A LIC V LIC W FE CA L OPER N C N 5 LOU RIS R ATTHE M 542 P: 775.525.1113 CH

OVERALL PLAN 1 1/16" = 1'-0"

46'-8"

2 S2.1 (N) 8" CMU WALL WATER HEATER REPLACEMENT 7'-4" MINDEN, NV 89423 1600 STATE ROUTE 88

(N) CU UNIT PER MECH. (N) CU UNIT PER MECH.

CJ 23'-4"

TYPICAL STRUCTURAL NOTES: PLAN FLOOR YARD NORTH MECHANICAL ENLARGED (E) UNIT CJ DJ CJ DJ 1. SEE SHEET S0.1 FOR GENERAL NOTES AND SPECIFICATIONS.

31'-4" 2. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. CARSON VALLEY SWIM CENTER SWIM CARSON VALLEY 2 3. COORDINATE AND VERIFY ALL IMPROVEMENTS, INCLUDING LAYOUTS AND DIMENSIONS, WITH MECHANICAL DRAWINGS. S2.1 DEMO (E) 8" CMU WALL 4. NEW EXTERIOR SLAB-ON-GRADE SHALL BE 6" CONCRETE w/ #4 AT 16" O.C. E/W AT 1-1/2" CLEAR OF TOP, OVER 6" MIN. COMPACT TYPE 2 AGGREGATE BASE. PROVIDE HOOKED #4 SLAB DOWELS AT 16" O.C. AT SLAB CENTER AT INTERFACE W/ NEW CMU DJ WALLS. DRILL & EPOXY #4 x 2'-6" SLAB DOWELS (6" EMBED) AT 16" O.C. AT SLAB REVISIONS: CENTER AT INTERFACE W/ EXISTING CMU WALLS AND CONC. SLABS. REV.DESCRIPTION DATE PROVIDE (N) WROUGHT IRON GATE W/ HARDWARE AND 5. SLOPE AND WARP (N) SLAB AS REQUIRED (1 1/2% MIN.) TO DRAIN AT WEST SIDE CONNECTIONS TO MATCH OF ENCLOSURE. - -- EXISTING GATE ON NORTH END - (N) DH UNIT PER MECH. COORDINATE AND VERIFY GATE (E) UNIT 6. SEE SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION AT (N) CMU WALL. AND OPENING REQUIREMENTS DRILL & EPOXY ALL (N) WALL AND FOOTING REINFORCING W/ 6" MIN. EMBED INTO (E) - -- W/ OWNER CONSTRUCTION, TYP.

7. ANCHOR (N) MECHANICAL EQUIPMENT TO SLAB PER MANUFACTURER'S - -- REQUIREMENTS. 1 6'-0" 1 S2.1 S2.1 - --

- --

- -- 2'-0" DRAWN BY: DESIGNED BY: W12X53 W12X53 W12X53 W12X53 CHECKED BY: APPROVED BY: DATE: JUNE 16, 2016 PROJECT NO: 16_024 SHEET NUMBER:

2 MECHANICAL ENCLOSURE PLAN S1.1 1/4" = 1'-0" NOTES: 4d 1. VERT. TRIM BAR SIZE TO MATCH TYP. VERT. WALL REINF. SIZE U.N.O. DRILL & EPOXY 3/4" DIA. X 8" 2 1/2" (MIN) DRILL & EPOXY 3/4" DIA. X 8" EMBED ANCHORS AT (E) 12" CMU STD. BM. GAGE 2. CORNER BARS PROVIDING 48 DIA. LAP EA. DIRECTION MAY BE USED IN LIEU OF HOOKED HORIZ. BARS. 24" O.C. MAX EMBED ANCHORS AT 24" O.C. CORNER BAR SIZE TO MATCH TYP. HORIZ. WALL REINF. SIZE U.N.O. 6 MAX. STAGGERED 1 R R R d MECHANICAL ENGINEERING CONSULTANT

1 BEND RADIUS: d 5434 LONGLEY LANE R=3d FOR #3 THRU #8 90 deg HOOK MAX. OFFSET BEND 180 deg HOOK RENO, NEVADA 89511 PHONE: 775.826.1919 R=4d FOR #9 THRU #11 STANDARD HOOKS AND OFFSET BEND 3/8" FULL HT. FULL (1) VERT. TRIM BAR (2) VERT. TRIM BARS DEPTH STIFFENER FAX: 775.826.1918 MIN. AT CORNERS MIN. AT ENDS R=5d FOR #14 THRU #18 EA. SIDE AT 8'-0" WEB: CR-ENG.COM AND INTERSECTIONS O.C. MAX. TYP.

THESE DRAWINGS ARE INSTRUMENTS OF PROVIDE STD. HOOKS AT 4 6 L6x6x5/8 " (MIN)d SERVICE HORIZ. REINF. - ANCHORED 135 DEG. HOOKS 1/4 AND THE DESIGNS ARE THE EXCLUSIVE AROUND VERTS AT END TYP. W12X53 PROPERTY 1/4 OF CR ENGINEERING. THIS DRAWING MAY NOT BE REPRODUCED IN ANY WAY, INCLUDING DESIGN R CONCEPTS AND IDEAS, WITHOUT THE EXPRESS 2" CLR. d WRITTEN AUTHORIZATION FROM CR ENGINEERING. 4 6 " (MIN)d 135 deg. R R HOOKS 6d (#3 THRU #5) 4" MIN. HOOK HORIZ. 12d (#6 THRU #8) MIN. REINF. AROUND R Typ. Strong-Back Connections d TRIM BARS, TYP. 90 deg. 135 deg. 6 7 EQ TYP. d 1" = 1'-0" d BEND BEND " (MIN) 4 SEAL: CORNER INTERSECTION END TYPICAL TIE TYPICAL STIRRUP TYPICAL CROSS TIE

Typ. Masonry Wall Reinf. at Corners, Intersections, and Ends Typ. Rebar Hooks and Bends 9 3/4" = 1'-0" 8 3/4" = 1'-0"

(E) CONCRETE OR ISSUED FOR BID MASONRY CONSULTANT:

CHIP OUT FOR SQUARE CORNERS AS REQ'D NOTES: FIRST DOWEL FROM INSTERSECTION, ALIGNED 1. CHAIR HEIGHTS FOR REBAR SHALL BE TO UNDERSIDE OF w/ TYP. SLAB REINF. LOWER REBARS AND SHALL EQUAL SLAB THICKNESS MINUS STOP TYP. REINF. 2" CLR. NV LIC. #19370 CA LIC. #76006 OF JOINT

. SPECIFIED CLEARANCE MINUS 2X TYPICAL REBAR DIAMETER.

0 NOTES:

1/4 SLAB THICKNESS DEEP TYP. REINF. CONT. FORMED AND TOOLED TYP. REINF. AT 3" AND 9" CLR., TYSON COLOVICH, PE

2 SAWCUT OR TOOLED THROUGH JOINT (1/8" RADIUS) JOINT OR EA. SIDE OF JOINT 3 (1/8" RADIUS) JOINT SAWCUT JOINT PER CJ 1. VERIFY AND COORDINATE PAD THICKNESS, SIZE 9" 9" AND LOCATION W/ MECH. BASED ON APPROVED CONC. CORE EQUIPMENT SIZES. 89511 DJ CONC. SLAB AND BASE CONC. SLAB AND PER PLAN BASE PER PLAN O, NV O, 04 78 37 32 PE SE

. 4" MIN. CONC. PAD W/ #3

A AT 12" O.C. E/W AT 2" CLR

OF TOP AND SIDES, TYP , REN

" . #200 . #741 PE, . #150 TTIG, TTIG,

0 AT FLOORS, SAW CUT AS CLOSE AS SAWCUT TO CENTERLINE OF

0 IC. #47

' SMOOTH GREASED

- ' POSSIBLE AND GRIND SMOOTH AND CORE (DO NOT OVERCUT AT

2 3 DOWEL, TYP. FLUSH WITH ADJACENT SLAB, TYP. CORNERS) IE LN V LIC A LIC V LIC

UNLESS REMOVAL TO BELOW W FE CA L OPER VAPOR BARRIER WHERE VAPOR BARRIER WHERE 3/4" DIA. x 24" SMOOTH GREASED EXISTING SLAB LEVEL IS REQUIRED. N C COORD. REQUIREMENTS w/ ARCH. OCCURS, SEE PLAN OCCURS, SEE PLAN DOWELS WITH SAWN ENDS AT SPACING TO N

MATCH TYP. REINF. SPACING. LOCATE 5 LOU RIS R

DOWELS BELOW TYP. REINF. AND TIE EA. ROUGHEN SURFACES, TYP ATTHE M 542 P: 775.525.1113

END TO REINF. AT 3" AND 9" CLR. OF JOINT CH DRILL & EPOXY 2 1/2" MIN INTO SLABS BELOW AND ADJACENT PADS OR OTHER CONSTRUCTION WHERE OCCURS (N) SAWCUT OPENING CONTROL JOINT (CJ) DOWELED JOINT (DJ) 12' +/- O.C. E/W, TYP. 24' +/- O.C. E/W, TYP. SEE PLANS FOR SIZE Typ. Doweled Joint Intersection Typ. Slab Joints Typ. Housekeeping Pad Typ. Sawcut Openings 6 3/4" = 1'-0" 5 3/4" = 1'-0" 4 1" = 1'-0" 3 3/4" = 1'-0"

CMU CAP TO MATCH (E) 2'-4" 5'-4" 2'-4" 10'-0" 2'-4" 5'-4" 2'-4" 1'-0" 8'-0" 1'-0" 2'-4" 5'-4" 2'-4" 1'-4" 1'-0" 5'-4" 1'-0" 1'-4" 2'-4" 5'-4" 2'-4" 11'-0" (2) #4 CONT. AT TOP

(E) ROOF DECK BEYOND T.O. WALL 134' - 2"

TYP. 7 (E) OWJ's @10' O.C. S2.1 BEYOND

L6X6X5/8 L6X6X5/8 WATER HEATER REPLACEMENT

(N) 8" CMU WALL - GROUT SOLID W/ #5 VERTS AT 16" O.C. AT CENTER AND #4 (N) OPNG. (E) OPNG. (E) OPNG. (E) OPNG. 4'-8" (E) OPNG. HORIZ. AT 24" O.C. IN BOND BEAMS, TYP. 5'-4" MINDEN, NV 89423 8'-2" ± 1600 STATE ROUTE 88 MATCH EXISTING

(N) OPNG. L6X6X5/8 12'-0"

#4 x 2'-6" HOOKED W12X53 W12X53 W12X53 W12X53 DOWELS AT 16" O.C. PLAN FLOOR YARD NORTH MECHANICAL ENLARGED AT SLAB CENTER L6X6X5/8

(N) 6" CONCRETE SLAB AND REINF. PER PLAN MAIN LEVEL F.F. CENTER SWIM CARSON VALLEY 100' - 0" (E) OPNG. 2"Ø PVC WEEPS AT 4'-0" O.C., TYP. 22'-2"

#4 CONT. AT HOOKS REVISIONS: REV.DESCRIPTION DATE

(E) 8" CMU WALL - -- TO BE REMOVED (N) 8" CMU WALL - -- FIN. GRADE - --

(E) 6" S.O.G. (N) 6" S.O.G. - --

- -- COORDINATE TOP OF FOOTING MAIN LEVEL F.F. ELEVATIONS AS REQUIRED TO 100' - 0" WORK W/ EXISTING GRADES - -- AND ADJACENT CONSTRUCTION DRAWN BY: 3'-0" WIDE x 12" DEEP CONT. DESIGNED BY:

FOOTING W/ (4) MIN. 2'-0" #5 CONT. TYP. CHECKED BY: APPROVED BY: DATE: JUNE 16, 2016 PROJECT NO: 16_024 SHEET NUMBER: 3" CLR

Typ. Enclosure Wall Exterior Elevation at Enclosure 2 3/4" = 1'-0" 1 1/4" = 1'-0" S2.1