20240806IPC to Staff 31b -Exhibit_B_-_Oxbow_Fish_Hatchery_Renovation_-_Drawings_Volume_1_-_December_23_2020.pdf

IDAHO POWER COMPANY
OXBOW FISH HATCHERY RENOVATION
BID DRAWINGS VOL 1 OF 2
STANDARD DETAILS
DECEMBER 23, 2020
o �1H�Rollol
95
OREGON
o O O
f1��010
o �YgNT J CHP��
EXPIRES: 12/31/2021
d 250 SOUTH 5TH STREET
Schnabel BOI SE,IDAHO 83702
ENGI N E E R I N G [phone]

DRAWING LIST
--------
BELLINGHAM I GENERAL(VOLUME I)
G-0 COVER SHEET 20 S 3 SECTIONS&DETAILS-1 50 P 1 PLUMBING WASTE AND VENT 1ST FLOOR PLAN
G-1 DRAWING LIST AND LOCATION MAPS 20 S 4 SECTIONS&DETAILS-11 50 P 2 PLUMBING WASTE AND VENT 2ND FLOOR PLAN
G-2 SYMBOLS AND ABBREVIATIONS 20 M 1 INTAKE PLAN 50 P 3 PLUMBING WATER 1ST FLOOR PLAN
EVERETT G-3 SITE SURVEY 20 M 2 SECTIONS 50 P 4 PLUMBING WATER 2ND FLOOR PLAN 0
G-4 DESIGN CRITERIA&FLOW SCHEMATIC 20 M 3 MECHANICAL DETAILS 50 E 1 POWER PLANS
i G-5 HYDRAULIC PROFILE 20 M 4 MECHANICAL SUPPORT DETAILS 50 E 2 LIGHTING PLANS
SEATTLE SPOKANE \ GC-1 CIVIL NOTES 20 E 1 POWER PLAN 50 11 SORTING AND SPAWNING P&ID o
GC-2 CIVIL DETAILS-I 20 11 INTAKE PUMP STATION P&ID 50 12 BASKET CONTROL P&ID
1 n.` 90 `< GC-3 CIVIL DETAILS-II 20 12 INTAKE PLATFORM&AIRBURST BLDG INSTRUMENTATION PLAN 5013 INSTRUMENTATION PLAN
01�` TACOMA `es GC-4 CIVIL DETAILS-III 20110 INT-RIO PANEL LAYOUT 50110 SB-RIO PANEL LAYOUT
l ` GC-5 CIVIL DETAILS-IV 20 111 INT-RIO PANEL BILL OF MATERIAL 50 111 SB-RIO PANEL BILL OF MATERIAL
j� GC-6 CIVIL DETAILS-V 20112 INT-RIO PANEL SCHEMATIC 1 50:12 SB-RIO PANEL SCHEMATIC 1
4 ° OLYMPIA GL-1 LANDSCAPING DETAILS-1 20113 INT-RIO PANEL SCHEMATIC 2 50113 SB-RIO PANEL SCHEMATIC 2
4 ELLENSBURG GA-1 BUILDING DATA AND CODE ANALYSIS 20114 INT-RIO PANEL SCHEMATIC 3 50114 SB-RIO PANEL SCHEMATIC 3
MOSCOW
h ` � GA-2 ACCESSIBILITY REQUIREMENTS 20115 INT-RIO PANEL SHCEMATIC 4 50115 SB-RIO PANEL SCHEMATIC 4 w
RICHLAND LEWISTON i GA-3 ACCESSIBILITY REQUIREMENTS 20 116 INT-RI0 PANEL SCHEMATIC 5 50116 SB-RIO PANEL SCHEMATIC 5
�
12 GA-4 ACCESSIBILITY REQUIREMENTS 50117 SB-RIO PANEL SCHEMATIC 6�� I GA-5 DOOR AND WINDOW DETAILS AREA 30-AERATION TOWER(VOLUME 2) 50118 BRA IL AND FEMALE HOLDING TANK SCHEMATIC -
' LONGVIEW KENNEWICK ` ` GA-6 DOOR AND WINDOW DETAILS 50119 MALE HOLDING TANK AND BASKET LIFT SCHEMATIC m ca a
COTTONWOOD \ GA-6.1 DOOR AND WINDOW DETAILS 30 S 1 PLAN AND SECTIONS 50:20 SB-LOP PANEL LAYOUT AND BILL OF MATERIAL z a m
VANCOUVER _ \ GA:7 7 DOOR AND WINDOW DETAILS 30 S 2 GRATING PLAN AND DETAILS 50 121 SB-LCP PANEL SCHEMATIC
1I _ GRANGEVILLE " w o
' -� �� PENDLETON `�� J GA-7.1 DOOR AND WINDOW DETAILS 30 S 3 STAIRS PLAN AND DETAILS 50122 SB-LCP PANEL SCHEMATIC 2 Q z
( GA-8 DETAILS 30 M 1 TOWER PLAN w
1 PORTLAND '�/ GA-9 FINISH SCHEDULES AND INTERIOR ELEVATIONS 30 M 2 SECTIONS AREA 60-HATCHERY BUILDING(VOLUME 2) z
es
LA GRANDE GA-10 FLOOR,WALL,ROOF TYPES 30 M 3 SECTIONS&DETAILS m z
r COPPERFIEL SALMON GA-10.1 FLOOR,WALL,ROOF TYPES 30 M 4 DISTRIBUTION BOX DETAILS 60 A 1 FLOOR PLAN
\ 3'm ¢
en GA-11 BUILDING ENVELOPE ENERGY COMPLIANCE-SORTING BLDG 30 M 5 DETAILS 60 A 1.1 REFLECTED CEILING PLAN o SALEM GA-12 BUILDING ENVELOPE ENERGY COMPLIANCE-HATCHERY BLDG 30 E 1 POWER AND LIGHTING PLAN 60 A 2 ROOF PLAN o
MCCALL
JJ BAKER CITY GA-13 BUILDING ENVELOPE ENERGY COMPLIANCE-SHOP BLDG 3011 AERATION TOWER P&ID 60 A 3 EXTERIOR ELEVATIONS
iCORVALLIS t -(- GS-1 STRUCTURAL NOTES 3012 INSTRUMENTATION PLAN 60A4 BUILDING SECTIONS o
CASCADE CHALLIS �"•/--- \� GS-2 WOOD FRAMING CONNECTION DETAILS 60A5 BUILDING SECTIONS
' VICINTIY MAP GS-3 SHEAR WALL DETAILS AREA 40-ADULT HOLDING FACILITY(VOLUME 2) 60 A 6 WALL SECTIONS
s GS-4 STRUCTURAL DETAILS-I 60 A 7 WALL SECTIONS
ss STANLEY DUBOIS zo I GS-5 STRUCTURAL DETAILS-II 40 All FLOOR PLAN 60 A 8 WALL SECTIONS
BEND az as GS-6 STRUCTURAL DETAILS-111 40 A 2 ROOF PLAN 60 S 1 FOUNDATION PLAN
EUGENE
CALD ILL GS-7 STRUCTURAL DETAILS-IV 40 A 3 EXTERIOR ELEVATIONS 60 S 2 ROOF FRAMING PLAN o
ARCO I GS-8 STRUCTURAL DETAILS-V 40 S 1 FOUNDATION PLAN 60 S 3 BUILDING SECTIONS-I
BOIS E s s ` GS-9 STRUCTURAL DETAILS-VI 40 S 2 GRATING AND GUARDRAIL LAYOUT 60 S 4 BUILDING SECTIONS-11
NAMPA
zo FDAHOALLS ye I GM-2 PIPE SCHICAL EDUL(EOTES 40S3 AND NOTES 40 S 4 BUOOF ILDIING EING CTIO SN 60S5 BUILDING SECTIONS-III
I 60 S 6 BUILDING SECTIONS-IV
i CAREY gLACKF00T GM-3 MECHANICAL SCHEDULES 40 S 5 BUILDING SECTIONS- 60 S 7 HEADER DETAILS
i MOUNTAIN HOME I GM-4 MECHANICAL DETAILS-1 40 S 6 BUILDING SECTIONS-111 60 M 1 HATCHERY BUILDING rc i N
ea SHOSHONE POCATELLO GM-5 MECHANICAL DETAILS-11 40 S 7 BUILDING DETAILS 60 M 2 INCUBATION SECTIONS AND DETAILS
AMERICAN FALLS GM-6 MECHANICAL DETAILS-III 40 M 1 RACEWAY PLAN 60 M 3 INCUBATION DETAILS
86 so I GH-1 HVAC LEGENDS AND NOTES 40 M 2 RACEWAY PIPING PLAN 60 M 4 HATCHERY BUILDING DETAILS0Q-
' I TWIN FALLS 1 GH-2 HVAC ENERGY COMPLIANCE 40 M 3 RACEWAY SECTIONS-1 60 M 5 CHILLER BAY PLAN �3a
15 GH-3 HVAC SCHEDULES- 40 M 4 FLOOR DIFFUSER&CROSS CHANNEL TAIL SCREEN 60 H 1 HVAC PLAN
` as 84 - MALAD CITY GH-4 HVAC SCHEDULES- 40 M 5 SLIDE GATE PLAN AND SECTIONS 60 P 1 PLUMBING WASTE AND VENT PLAN
GH-5 HVAC SCHEDULES-111 40M6 TAIL SCREEN DETAILS 60P2 PLUMBING WATER PLAN
GH-6 HVAC DETAILS-1 40 M 7 ROTATING STANDPIPE DETAILS 60 E 1 POWER PLAN �A,
GH-7 HVAC DETAILS-1 40 M 8 LIFE SAFETY 60 E 2 LIGHTING PLAN
GH-8 HVAC DETAILS-111 40 M 10 RACEWAY CROWDER PLAN&ISO 6011 CHILLED WATER LOOP P&ID I�
GP-1 PLUMBING LEGEND AND NOTES 40 M 11 RACEWAY CROWDER POSITIONS 6012 WATER CHILLER P&ID �/i�i c
GP-2 PLUMBING SCHEDULES AND DETAILS 40 M 12 RACEWAY CROWDER SECTIONS 6013 WATER CHILLER P&ID 2 •y w BO
LOCATION MAP GP-3 PLUMBING DETAILS-I 40M13 RACEWAY CROWDER DETAILS-1 6014 CHILLER ROOM GAS MONITORING P&ID w Mu
GP-4 PLUMBING DETAILS-II 40M14 RACEWAY CROWDER DETAILS-11 6015 INSTRUMENTATION PLAN z me
GE-1 ELECTRICAL LEGEND AND NOTES 40 M 15 RACEWAY CROWDER DETAILS-III 60 110 OXB-CCP PANEL LAYOUT = —
GE-2 ELECTRICAL IECC ENERGY COMPLIANCE 40 M 16 CROSS CHANNEL CROWDER PLAN&ISO 60111 OXB-CCP PANEL BILL OF MATERIAL o
GE-3 ELECTRICAL SCHEDULES 40 M 17 CROSS CHANNEL CROWDER SECTIONS 60112 OXB-CCP PANEL SCHEMATIC 1 V Z _ )
GE-4 PANEL SCHEDULES 40 M 18 CROSS CHANNEL CROWDER DETAILS-I 60113 OXB-CCP PANEL SCHEMATIC 2 `o m
tc
GE-5 LIGHTING SCHEDULE AND DETAILS 40 M 19 CROSS CHANNEL CROWDER DETAILS-II 60 114 OXB-CCP PANEL SCHEMATIC 3 w _a C
PROJECT LOCATION GE-6 STANDARD DETAILS 40 M 20 CROSS CHANNEL CROWDER DETAILS-111 60115 OXB-CCP PANEL SCHEMATIC 4 2 rn
GE-7 STANDARD DETAILS 40 H 1 HVAC PLAN 60116 OXB-CCP PANEL SCHEMATIC 5 3
GI-1 LEGEND AND NOTES-I 40 E 1 POWER PLAN 60 117 OXB-CCP PANEL SCHEMATIC 6
COPPERFIELD GI-2 LEGEND AND NOTES-II 40 E 2 LIGHTING PLAN 60 118 OXB-CCP PANEL SCHEMATIC 7 '
O OXBOW DAM GI-3 INSTRUMENTATION SCHEDULE 40 1 1 ADULT HOLDING P&ID
GI-4 PROCESS NETWORK DIAGRAM 4012 TYPICAL RACEWAY CROWDER P&ID
GI-5 CROWDER NETWORK DIAGRAM 4013 RACEWAY AREA INSTRUMENTATION PLAN AREA 70-SHOP AND STORAGE BUILDING(VOLUME 2)
GI-6 CABLE SCHEDULE 40110 TYPICAL CONTROL PANEL LAYOUT
GI-7 CABLE SCHEDULE-11 70 A 1 FLOOR PLAN
GI-8 DETAILS-I AREA 50-SORTING AND SPAWNING FACILITY(VOLUME 2) 70 A 1.1 REFLECTED CEILING PLAN
OREGON GI-9 DETAILS-II 70 A 2 ROOF PLAN
50 A 1 FIRST FLOOR PLAN 70 A 3 EXTERIOR ELEVATIONS Cf)
AREA 10-SITE(VOLUME 2) 50 A 1.1 SECOND FLOOR PLAN 70 A 4 BUILDING SECTIONS
50 A 1.2 REFLECTED CEILING PLAN 70 S 1 FOUNDATION PLAN
90 3 10 D 1 SITE DEMOLITION PLAN 50 A 2 ROOF PLAN 70 S 2 ROOF FRAMING PLAN Q
O 10 D 2 SITE PHOTOS-I 50 A 3 EXTERIOR ELEVATIONS 70 S 3 BUILDING SECTIONS-I Z
k SNAKE RIVER 10 D 3 SITE PHOTOS-11 50 A 4 BUILDING SECTIONS 70 S 4 BUILDING SECTIONS-11 O z
loci SITE PLAN 50 A 5 BUILDING SECTIONS 70 S 5 HEADER DETAILS H 0
to 10 C 2 EROSION CONTROL&STAGING PLAN 50 A 6 WALL SECTIONS 70 M 1 FREEZER ROOM PLAN Q
PINE CREK 2 10 C 3 PAVING,GRADING&DRAINAGE PLAN-I 50 A 7 WALL SECTIONS 70 H 1 HVAC PLAN Z Z F
wzw 10 C 4 PAVING,GRADING&DRAINAGE PLAN-11 50 A 8 WALL SECTIONS 70 P 1 PLUMBING WASTE AND VENT PLAN Z Z O Q
HALFWAY 10 C 5 YARD PIPING PLAN-I 50 A 9 WALL SECTIONS 70 E 1 POWER PLAN W
m 10 C 6 YARD PIPING PLAN-11 50 A 10 WALL SECTIONS 70 E 2 LIGHTING PLAN K J O
10 C 7 YARD PIPING COORDINATE TABLE 50 S 1 FOUNDATION PLAN 7011 INSTRUMENTATION PLAN OU O Q J
o e 10 C 8 SECTIONS AND DETAILS-1 50 S 2 UPPER FLOOR&ROOF FRAMING PLAN W p
BROWNLEE DAM 10 C 9 SECTIONS AND DETAILS-11 50 S 3 BUILDING SECTIONS-I = W w LLB 0
10 LS 1 SOUTH AREA LANDSCAPING PLAN 50 S 4 BUILDING SECTIONS-11 F Jj Z z
'r 10 LS 2 EAST AND WEST AREA LANDSCAPING PLAN 50 S 5 BUILDING DETAILS-1 = d K Lu Q
10 LS 3 NORTH AREA LANDSCAPING PLAN 50 S 6 BUILDING DETAILS-11 = O LU (�
IDAHO 10 LS 4 LANDSCAPING IRRIGATION SYSTEM DETAILS 50 M 1 SORTING AREA PLAN U) = 0-
10 S 1 VISITOR KIOSKS AND RESTROOMS 50 M 2 SPAWNING AREA PLAN LL Q O LO
z 10 S 2 SHADE STRUCTURE DETAILS 50 M 3 TRANSFER TUBE PLAN&SECTIONS O
w 10 S 3 EXISTING DORM BUILDING FOUNDATION DETAILS 50 M 4 SECTIONS O 0
o Z 10 M 1 SITE MECHANICAL DETAILS 50 M 5 SECTIONS&DETAILS in X z
x 10 E 1 SITE PLAN 50 M 6 SPAWNING TANK FALSE FLOOR PLAN&SECTIONS
o 10 E 2 SITE DEMO PLAN 50 M 7 SPAWNING TANK FALSE FLOOR DETAILS O
10 E 3 SINGLE LINE-DEMO 50 M 8 DETAILS-1 Q
10E4 SINGLE LINE-NEW 50M8.1 DETAILS-11
a 10 E 5 DETAILS 50 M 9 ADULT HOLDING LIFT SYSTEM PLAN AND SECTIONS Q
VICINITY MAP 10 1 1 SITE INSTRUMENTATION PLAN 50 M 10 FISH LIFT PLAN&ISO
a 1012 WELL PUMP P&ID 50 M 11 FISH LIFT PLAN&SECTIONS
Q 50 M 12 BRAIL PLAN AND SECTIONS
AREA 20-RIVER INTAKE(VOLUME 2) 50 M 13 UTILITY WATER SYSTEM
50 M 14 FORMALIN SYSTEM SCHEMATIC
20 S 1 FOUNDATION PLAN&SECTIONS 50 H 1 HVAC 1ST FLOOR PLAN
a 20 S 2 ROOF FRAMING PLAN&DETAILS 50 H 2 HVAC 2ND FLOOR PLAN
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
G-1
0 Sch-bd Engineering 2016 All Rights R...,.d

ABBREVIATIONS SYMBOLS SECTION AND DETAIL IDENTIFICATION
GATE VALVE FE FLOW METER 1-3 STOP GATE
AB ANCHOR BOLT MAN MANUAL
ADJ ADJUSTABLE MAX MAXIMUM l BUTTERFLY SECTION IDENTIFICATION
ALUM ALUMINUM MCC MOTOR CONTROL CENTER \ VALVE [ O ] SLIDE GATE
GATE VALVE,BURIED WITH o
AFRO APPROVED MCM McMASTER-CARR M VALVE BOX a
APPROX APPROXIMATE MECH MECHANICAL ECCENTRIC SECTION LETTER
PLUG VALVE BUTTERFLY VALVE,BURIED SLUICE GATE o MFR MANUFACTURER
BILK BLACK OR BLOCK WITH VALVE BOX
BLKG BLOCKING MIN MINIMUM OR MINUTE BALL VALVE FH a SECTION A
MISC MISCELLANEOUS ECCENTRIC PLUG VALVE,
BM BEAM OR BENCH MARK FIRE HYDRANT --t -
BP BYPASS PIPE MJ MECHANICAL JOINT � CHECK VALVE BURIED WITH VALVE BOX - SCALE: _
MOD MODULATING ^
CC CENTER TO CENTER N NORTH LUBRICATED PLUG VALVE, V MANHOLE DRAWING ON DRAWING ON
CCP CONCRETE CYLINDER PIPE PRESSURE BURIED WITH VALVE BOX WHICH SECTION WHICH SECTION w
NIC NOT IN CONTRACT REDUCING VALVE IS SHOWN IS CUT rc
CI CAST IRON NTS NOT TO SCALE FLOW ARROW
CJ CONSTRUCTION JOINT TEE(PLAN VIEW) DETAIL IDENTIFICATION
CKV CHECK VALVE OC ON CENTER BACK-PRESSURE a a
CL CHAIN LINK OR CENTERLINE OD OUTSIDE DIAMETER 4�1_ VALVE �' PROCESS FLOW ARROW ? a
CLR CLEAR OH OVER HEAD DETAIL NUMBER w o
TEE(TOP VIEW)
CLS CHLORINE SOLUTION OR OVERHEAD POWER AIR VACUUM AND AIR (`V\ ° w
CMP CORRUGATED METAL PIPE OPER OPERATOR OR OPERATING RELEASE ASSEMBLY PIPE MATERIAL CHANGE DETAIL _
CMU CONCRETE MASONRY UNIT ORPER ORP EXHIBIT RETURN m w
!J TEE(SIDE VIEW)
CONC CONCRETE OR CONCENTRIC ORPES ORP EXHIBIT SUPPLY SCALE: i
CONSTR CONSTRUCTION OR CONSTRUCT TEMPERATURE 77� EARTH zo
CPLG COUPLING PIT PRESSURE INDICATING TRANSMITTER CONTROL VALVE T ELBOW(90) vX/0<C\�/X\ DRAWING ON DRAWING ON o
CTR CENTER PL PLATE,PROPERTY LINE OR PLACE / WHICH DETAIL IS WHICH SECTION a
CTSK COUNTERSINK POS POSITION INDICATING S GRAVEL,RAINROCK,OR SHOWN IS CALLED-OUT o
SOLENOID ELBOW DOWN AGGREGATE BASE
CV CONTROL VALVE PSF POUNDS PER SQUARE FOOT (DOWN) PIPE IDENTIFICATION wU �
PSI POUNDS PER SQUARE INCH VALVE
HD
D DRAIN PVC POLYVINYL CHLORIDE PIPE MULTIPORT ^ 11-111- FLUID ABBREVIATION
o
DET DETAIL VALVE-3 WAY ELBOW/TEE(SIDE) -III— ROCK
DIA DIAMETER QTY QUANTITYI-
12"PW 8
DIP DUCTILE IRON PIPE �p1,
DP DIFFERENTIAL PRESSURE R RADIUS,RISER,RETURN NEEDLE VALVE
DWG DRAWING RED REDUCER PIPE END ASPHALT PIPE DIAMETER MATERIAL GROUP NUMBER
REINF REINFORCE OR REINFORCED FLOAT OPERATED a _ _
E EAST REQ'D REQUIRED
VALVE %�
REV REVISION GRAVEL ifs 4
EA EACH EF EACH FACE OR EXHAUST FAN RPM REVOLUTIONS PER MINUTE PRESSURE RELIEF PIPE CUT EQUIPMENT IDENTIFICATION is3a
EL ELEVATION RT RIGHT VALVE X X X X FENCE
ELEC ELECTRICAL OR ELECTRONIC RWY RACEWAY 4
/ ,�r EQUIPMENT DESIGNATOR EQUIPMENT NUMBER U'
EQUIP EQUIPMENT \ PIPE BRAKE !V.
EXIST EXISTING S SOUTH,SINK,SECOND OR SLOPE DRAIN VALVE
EXP JT EXPANSION JOINT SCH SCHEDULE V-12.53 c
EW EACH WAY SECT SECTION SLEEVE TYPE COUPLING 11 r •V w o E
BHT SHEET HOSE BIBB J L AREA NUMBER w v
FCA FLANGE COUPLING ADAPTER SHTG SHEATHING (FRONT) TRUE NORTH ARROW Z
FG FINISHED GRADE SIM SIMILAR Q FLANGED ADAPTER f= _
STL STEEL V Z ��
FIG FIGURE d
STN STAINLESS 5 t c
6,0
FIN FINISHED HOSE BIBB MECHANICALTYPE w m
FIT FLOW INDICATOR TRANSMITER STN STL,SS STAINLESS STEEL (PLAN) COUPLING °a w
FLG FLANGED STRUCT STRUCTURAL OR STRUCTURE 3
SYM SYMMETRICAL OR SYMBOL HOSE BIBB
FLR FLOOR 4f� FLEXIBLE COUPLING <
FPS FEET PER SECOND SPECS SPECIFICATIONS (SIDE) N
FT FEET OR FOOT SO SQUARE
FTG FOOTING STA STATION P UNION
STD STANDARD MOTOR OPERATOR FOR VALVES PROJECT NORTH ARROW
(P=PNEUMATIC)
GA GAGE OR GAUGE TCLER TOTAL CHLORINE EXHIBIT RETURN QUICK DISCONNECT
GAL GALLON TOC TOP OF CONCRETE/TOP OF CURB COUPLER
��^
GALV GALVANIZED TURER TURBIDITY EXHIBIT RETURN MOTOR OPERATOR FOR VALVES CAPPED END OR \7 WATER SURFACE ELEVATION
GW GROUND WATER TURES TURBIDITY EXHIBIT SUPPLY (M=ELECTRIC) PLUGGED END
GWB GYPSUM WALLBOARD TYP TYPICAL Cn
LINO UNLESS NOTED OTHERWISE BLIND FLANGE z
HCA HEADED CONCRETE ANCHOR C Z o PRESSURE GAUGE O O
HE HEAT EXCHANGER BREAK LINE
HGL HYDRAULIC GRADE LINE VAR VARIES OR VARIABLE C' REDUCER OR INCREASER ¢ Q
HORIZ HORIZONTAL VERT VERTICAL >O Z Z
W HP HORSEPOWER OR HIGH PRESSURE Z Q O
VOL VOLUME PRESSURE GAUGE WITH W a U of
HV HAND VALVE DIAPHRAGM SEAL -. STRAINER W W J
z HYD HYDRAULIC OR HYDRANT W WEST OR WASTE BENCHMARK(BM) } O 0' Q m
W/ WITH $ PRESSURE SWITCH \ W m
° IE INVERT ELEVATION $ �/ DRAIN SURVEY MONUMENT = W w LLB Q
W/O WITHOUT U W
ID INSIDE DIAMETER F � IL z Q
rc IF INSIDE FACE WP WATER PROOF = a W L z
w WS WATER SURFACE PRESSURE SWITCH WITH IN INCH \\�� ® BOREHOLE
co
INV INVERT WT WEIGHT DIAPHRAGM SEAL ELBOW(45) LL Q O
i WWM WELDED WIRE MESH
JT JOINT 0 SURVEY CONTROL POINT � �_ U J
° LB POUND XFMR TRANSFORMER ORIFICE PLATE AND FLANGES O VENT in m
o LHO LOW HEAD OXYGENATOR XXX COORDINATE NUMBER p
LIT LEVEL INDICATING TRANSMITTER YD YARD }
w YR YEAR - ROTAMETER(TOP/BOTTOM) C UNIT HEATER c/)
a REVISION NUMBER
0
o INJECTOR OR EDUCTOR
m CENTRIFUGAL OR TURBINE
PUMP,OR FAN
a PIPE SUPPORT(IN PLAN) REVISION CLOUD
PROJECT: DA592013.00
BACK FLOW PREVENTOR DATE: 12/23/2020
SHEET
G-2
0 Schn bd Engineering 2016 All Rights R...,.

PINE CREEK �y
24"DIA CMP V \
POTABLE WATER TO TOP EL �
HATCHERY BUILDING 1,695 I
1,700
1.A03 CP J97 "v
1,702 0 Op
TP*2-CONDUIT
0
1,705 0 24"CIA CMP
TOP EL 1,699.22' < u
ABANDONED
'M wT `M� RACEWAYS °
M M WELL NO.2 Q ®®a-
M M M
M
K
CHILLER $
F WELL NO.1 Q TP-3
a 0 15 30 60 90 FT w
O K
rn W 4"DIA PVC GROUND SCALE:1"=30' o
f
WATER SUPPLY P FALL CHINOOK o m
DOMESTIC q RACEWAYS EXISTING HATCHERY
WELL HOUSE BUILDING a
IR IGATION
DOMESTIC WELL oe TP-1 m z
VA VE BOX HEAD BOX CP 24, w
oe EXISTING SS o m o
A
d 3 LIFT STATION
SEPTIC TANK o w
HATCHERY MANAGER'S 0
RESIDENCE > o P 4 D
> m WU F
007� bl p� -� < o
m
Q 2"IRRIGATION SUPPLY A
� o
LEGEND Tos TP'6
DOSING TANK
T05 0 55 O>d
B TEMPORARY BENCH MARK
�>p TOC EL 1,704.25'+/- 2"PRESSURE SEWER FROM a vai 40
ICV S HATCHERY BUILDING - m iri
pd IRRIGATION CONTROL VALVE
S ifs/ OP
POWER POLE
20'x2O'SAND
® WATER VALVE/WELL BED GARAGE/ST RAGE
FENCE GATE �{/ Z
CP 147, w - m
TELEPHONE PEDESTAL '>03 ADULT HOLDING PONDS o
36"DIA CMP EO
CHAIN LINK FENCE o TOP EL=1,694.18'
�P OVERHEAD POWER m C 3
FROST FREE VALVE � � TP-5 gom
F.. FIBER OPTICS LINE f w L m
SS SANITARY SEWER LINE .��, �/,w a
DORM o N
W BUILDING WATER LINE o E
IR IRRIGATION LINE � <
T TELEPHONE AND ALARM 3s
1,000 GAL
SEPTIC/DOSING TANK
� / ❑,�^❑ 18"DIA WATER
Sy. III CONTROL TABLE Iul III SUPPLY(TYP OF 2)
/ \ 3�
a
Z
NO. NORTHING FASTING ELEVATION DESCRIPTION 0A \ ^1 N
ISOLATION VALVE O
97 N 497593.10 E 9 14036.19 1701.92 Y"REBAR WITH QCI CAP 3 F Q 0
c?
98 N 497303.96 E 9144941.00 1705.82 Y2"REBAR WITH QCI CAP SS 3 Q Z Z
99 N 497135.70 E 9145404.14 1699.27 Y2"REBAR WITH QCI CAP �IIII W d 00 }
AIR BURST d9 H K J LU
i / EQUIPMENT BUILDING ..
1470 N497321.10 E9145109.00 1704.73 CHISELED'X' \ -r F�o a g/` � O QN N>N
3 H / W W l] LL LL
° 3323 N 497379.74 E 9145227.44 1703.61 SETNAIL ;OP o Q ' U � W z
M oP O w
w 3324 N 497517.03 E 9145138.26 1702.93 SETNAIL \ / >2 Ss = d K
oP �1,703 0 FL O d
3330 N 497283.76 E 9145294.06 1702.58 SETNAIL
EXISTING INTAKE O
w 3331 N 497196.81 E 9145353.96 1701.24 SETNAIL OR \/ \ -� 6 �STTRUCTURE m
IS / i Q"p O
NOTES: TO DOMESTIC
w WATER TANK
5
°a 1. SURVEY COMPLETED BY QUADRANT CONSULTING,INC.ON FEBRUARY 28,2020 USING DIGITAL IMAGRY SHOT FROM A DJI
6
O PHANTOM4 PRO UAV.THE DATA WAS PROCESSED USING PIX41)MAPPER VERSION 4.5.3.GROUND CONTROL POINTS WERE
a SURVEYED WITH TRIMBLE RTK GPS EQUIPMENT.
° 2. HORIZONTAL DATUM-NAD83(POLYCONIC)OREGON STATE PLAN NORTH,INTERNATIONAL FEET-GRID. o
3. VETICAL DATUM-NAVD 1988 USING GEOID 18. TO/FROM IRRIGATI TP7�
a WATER TANK .�.
4. LOCATIONS OF EXISTING UNDERGROUND PIPING IS APPROXIMATE. 1 TO DRAINFIELD PROJECT: DA592013.00
DATE: 020
SHEET
G-3
0 Sch-bd Engineering 2016 All Rights R...,.d

DESIGN CRITERIA
DRAIN TO
CRITERIA UNITS VALUE COMMENTS SNAKE RIVER
WELL NO.1 CAPACITY GPM 200
WELL NO.2 CAPACITY GPM 400
BIOLOGICAL PROGRAM
36"D 13
STEELHEAD ADULT HOLDING
BROODSTOCK NO. 750 375 FEMALES,375 MALES
TRANSFER FISH NO. 1,000 500 FEMALES,500 MALES
MAX.ADDITIONAL FISH NO. 1,000
0
SPRING CHINOOK ADULT HOLDING
BROODSTOCK NO. 260 130 FEMALES,130 MALES CROSS CROWDER
CHANNEL °
TRANSFER FISH NO. 500 250 FEMALES,250 MALES
G�0.6
MAX.ADDITIONAL FISH NO. 1,000
WATER SUPPLY SYSTEM
INCUBATION GPM 140 GROUNDWATER G-40.4
ADULT HOLDING GPM 7,650 SURFACE WATER { G�0.3 w
ADULT HOLDING RACEWAYS ADULT HOLDING G-40.2
NUMBER NO. 6 RACEWAYS 1-6
FLOW PER RWY GPM 1,000 OVERFLOW TO G-40.1 m a
SNAKE RIVER a
INCUBATION V-1011 A
III M V-40.1 TO FLOOR DIFFUSER ° ..
TYPE J - - 18 TRAY HEATH DOUBLE STACKS w °
a �
NUMBER OF DOUBLE STACKS NO. 28 ° w
FLOW PER INCUBATOR GPM 5 PER DOUBLE STACK w
8"GW 13
mV
V-10.12 6"GW 13 M TO FALSE WEIR o m o
12"SW 13 (TYP EA.RACEWAY)
V-10.20-V.10.26
V-50.1 z
y� V-50.2 HOSE BIBS LOCATED AROUND
V-50.3 TNK-50.1 SITE(SEE YARD PIPING PLAN)'fTTTT w a
1 V-10.14 -
V-30.1 R R \ P-50.1 4"GW 13 /
P-50.2 7 V-10.15
DRAIN
V-30.9 T1 4"SW 13
AER-30.2 V-30.10 AER-30.1 V-10.16
V-10.10 V-50.4 4"CGW 13 a i � � o N
V-50.5 V-50.6
V-10.9 V-10.13
6"SW 13 50.7 � � rs 03a 0e' LS
V-10.17
V-10.18 V-10.19
MALE&FEMALE U TRUCK FILL STATION c
AERATION TOWER NING TANKS 'w 8 u
w
6"GW 13
FE-10.2 V-10.1 :&7c
V-50.11V-60.1P-60.1.6 V-10.8 V-60.3 3-60.4V-10.7 TIT
V-20.1 P-201 CHILLER
OV-20.2 7 RECIRCULATION
V-10.5 LOOP-SEE GH-9
P-10.2TNK-50.2 I (�
0 FE-10.1 V-60.9 Q
P-10.1
Z Lu
Y TO FISH TRANSFER TUBES V-60.6 O =
° P-20.2 AND SORTING TABLE ¢ 0
FE >O Z Z
V-60.5 w a
4"CGW 13 W2 W J
i WELL PUMP 1 WELL PUMP 2 f V-60."11 } O 0 Q OJ
FE-60.2 V-60.8 W W p LL
= W LLJ
V-20.6 6"CGW 13 F W z
8"GW 8 O LLJ/ = 0
i V-20.5 6"CGW 8 TIT / S O d
FE / 1n 2 D- w
V-20.4 LL 0EXISTING 0
o MUD VALVE INCUBATORS I-60.1 THRU I-60.7 00 U
X
o FE-60.1 8"D 13 O z
V-60.10 (D
w
3 C�
o INCUBATORS I-60.8 THRU I-60.14 LLJ
o
a
INCUBATORS I-60.15 THRU I-60.21
NOTES
OVERFLOW BOX
1. NOT ALL DRAINS ARE SHOWN-SEE YARD PIPING PLANS FOR DETAILS.
PROJECT: DA592013.00
INCUBATORS 1-60.22 THRU I-60.28 DATE: 12/23/2020
SHEET
G-4
O S°hn bd Engineering 2016 All Rights R...,.d

1,740.00' 1,740.00'
\ HYDRAULIC GRADE
\d�LINE(TYP) BULKAERATORS
\
\
1,730.00' 1,730.00'
OPERATING SURFACE OPERATING GROUND
WATER EL 1,723.90 WATER EL 1,724.90' o
— rc
U
O
1,720.00' IN 1,720.00'
NORMAL OPERATING TOW EL 1,713.10'
WSE 1,708.10'
100-YR WSE 100-YR WSE
1,709,55' 1,709.55'
1,710.00' 1,710.00'
vt
\\ AERATION TOWER \ `� ° w o
a z
1,700.00' ADULT HOLDING RACEWAYS 1,700.00' � w
mU
w
° O
DESIGN MINIMUM o
1,690.00' WSE 1,686.45' 1,690.00' a
wU Q
DESIGN MINIMUM
WSE 1,686.45' CL EL 1,683.00' ------—
1,680.00' TEE SCREEN 1,680.00'
SNAKE RIVER
r
RIVER INTAKE
1,670.00' 1,670.00' �fsi�3a ee'
ADULT HOLDING HYDRAULIC PROFILE
SCALE:NTS
�i{c
� w 0
1,740.00' 1,740.00' w -M
HYDRAULIC GRADE z rn
_ — — LINE TYP BULK AERATORS V o
1,730.00' I OPERATING GROUND 1,730.00'
— WATER EL 1,724.90'
OPERATING SURFACE
WATER EL 1,723.90'
_ OVERFLOW
_ WSE 1,720.00,
1,720.00' 1,720.00'
100-YR WSE
FF EL 1,710.00' 1,709.55'
0 1,710.00' 1,710.00'
o _ O
\\ ¢ LLI
w - INCUBATION Z z O ILL
AERATION TOWER \ `� w a (D
1,700.00' \ \ 1,700.00' O o Q
Of 0
= W Lu U
\ F uJ z J
rc = o LLI Z)
DESIGN MINIMUM uJ
DESIGNWSE 1,686.45' '1,690.00 LL 0
VVtLLQ p 1,690.00' Q
�oRFA � 2 O �
3 ELEVATION 1 781.64' m 2
— X
o O
rc
3 1,680.00' 1,680.00'
°a
0
a SNAKE RIVER
0
a 1,670.00' WELL NO.1 AND 2
PROJECT: DA592013.00
INCUBATION HYDRAULIC PROFILE DATE: 12/23/2020
SCALE:NTS SHEET
G-5
0 S°h-bd Engineering 2016 All Rights Res 7

GENERAL CIVIL NOTES
1. PRIOR TO THE START OF CONSTRUCTION,LOCATE ALL EXISTING UTILITIES,MONITORING WELLS AND CONTROL POINTS IN AND AROUND
THE AREA OF CONSTRUCTION.CALL FOR UTILITY LOCATE BEFORE DIGGING. 0
rc
2. FACILITIES AND UNDERGOUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS.NEITHER THE OWNER m
NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR INFRASTRUCTURE NOT SHOWN OR NOT IN THE LOCATION SHOWN.THE o
CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO
PROTECT EXISTING INFRASTRUCTURE WHETHER SHOWN OR NOT.
3. THE CONTACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS,WHICH ARE TO REMAIN IN
PLACE,FROM DAMAGE.ALL IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES AND OREGON DEQ CRITERIA FOR THE
SEPARATION OF WATER MAINS AND SANITARY SEWERS.
5. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF PROPERLY OFFSITE IN ACCORDANCE WITH THE AUTHORITIES a a
HAVING JURISDICTION.ANY SALVAGEABLE MATERIALS OR EQUIPMENT SHALL BE THE PROPERTY OF THE OWNER AND MOVED BY THE
CONTRACTOR TO A LOCATION AS DIRECTED BY THE OWNER. (�� m i
\ a w
6. ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF CONCRETE UNO.SEE 10 C 1. `/ z
w
7. PROVIDE A MINIMUM OF 36 INCHES COVER ON ALL PIPELINES UNLESS OTHERWISE SHOWN OR DIRECTED.
o
8. PIPE ELEVATIONS SHOWN ARE TO INVERT OF CONDUIT UNO.
9. STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERTS SHOWN. oz
10. THRUST BLOCKS SHALL BE INSTALLED AT ALL PIPE BENDS GREATER THAN 15 DEGREES,WYES AND TEES WHEN NONRESTRAINED PIPE w a
JOINTS ARE USED.SEE STANDARD DETAIL 231/GC-3.
11. ALL PIPING UNDER THE ZONE OF INFLUENCE OF STRUCTURES OR CONCRETE SLABS SHALL BE ENCASED IN CONCRETE.THE ZONE OF
INFLUENCE IS DEFINED WITH A 1:1 SLOPE FROM THE EXTERIOR LOWER CORNER OF THE STRUCTURE TO THE INVERT OF THE PIPE.
12. PROVIDE A SEEP RING ON ALL PIPE PENETRATIONS THROUGH WATER RETAINING AND HYDRAULIC STRUCTURES.
13. ADJUST ALL VALVE BOXES,PULL BOXES AND MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED.MANHOLES IN
OPEN FIELDS AND LANDSCAPE AREAS SHALL BE SET ONE FOOT ABOVE GRADE.
wig o r~
14. ALL BURIED VALVE INSTALLATIONS SHALL HAVE STEMS BROUGHT TO GRADE WITH A 2"AWWA NUT AND VALVE COVER UNO.SEE
STANDARD DETAIL 248/GC-4. si�3a e E:
15. ALL TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONS.
16. PRIOR TO ANY CONNECTION TO EXISTING UTILITIES,THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND WITH THE
CORRESPONDING AGENCIES. W z
17. CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE COUPLING(S)FOR EACH PIPE PENETRATING A WALL,OR UNDER A BUILDING,IN c
ACCORDANCE WITH THE STANDARD DETAILS WHETHER REFLECTED ON THE DRAWINGS OR NOT. •v w s 0
\nU
Z W m
18. ALL SIDEWALKS AND SITE GRADING SHALL BE ADA COMPLIANT AND MEET THE APPLICABLE REQUIREMENTS AND STANDARDS OF THE _ c
TRANSPORTATION DEPARTMENT HAVING JURISDICTION.NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY CONFLICTS BETWEEN
THE STANDARDS AND THESE DRAWINGS. V Z d
om
y tc
19. WHERE REPLACING OR ADJOINING TO EXISTING PAVEMENT,GRADING OF NEW CONSTRUCTION SHALL MATCH EXISTING _a-c
INFRASTRUCTURE UNLESS NOTED OTHERWISE. w
20. PROVIDE ALL SHEETING AND SHORING REQUIRED TO PROTECT EXISTING AND NEW INFRASTRUCTURE,AND AS REQUIRED TO COMPLETE
THE WORK.
21. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AROUND BURIED AND OVERHEAD ELECTRIC LINES.CONTRACTOR SHALL
PERFORM ALL WORK IN ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND THE OWNER OF THE ELECTRIC
LINES.
3 0
o H
Q
0 z z
O
y w a O
� J w
_ LLI W 0
o Q O z J
rc d 0_ LU
w
U) z: IL U
[Z o 00
o m
0 0
rc
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GC-1
0 Sch-bd Engineering 2016 All Rights R...,.d

1'-0" LESS THAN WIDTH TOOLED CJ'S AT INTERVAL
CONCRETE OF PARKING STALL AND CENTERED EQUAL TO WIDTH, OR AS
1" DIA INDICATED ON PLA
A.C. PAVEMENT PARKING LOT HOLE FOR #6 REBAR
- 2 ROADWAYS - 3" TYPICAL ANCHOR PIN, 6x6-W2.9xW2.9
ALL AGGREGATE - Yz" _ TYPICAL
AGGREGATE BASE TYPE G, "r WWF, CTR
momcO COMPACTED TO 95% MAX so'•,�'�*•,�'i'• — — — — — — — — — VpQE y
DENSITY (SEE SPECS) ti°IS •��
a � o
a a
PAVEMENT SECTION a
a a SELECT GRANULAR FILL MATERIAL SEE DETAIL _
o TYPE I, COMPACTED TO 95% MAX
DENSITY (SEE SPECS) 11021 6" 6" 1'-0" 6" 6" °
° 2" LEVELING 'Pl. /i GP1ED I.
a a ELEVATION COURSE //(NS IrDI PPIGP
2" 4,. 2„ �-DT�
MOUNTING COMPACTED DR 0^
' 2-#4 2" CLR
SURFACE A SUBGRADE OIH q' w
FROM EACH AC PAVEMENT 2'-0" NOTES: rc
'�. END OF STOP CONCRETE
SLAB OF T-2" 1. PROVIDE FULL DEPTH %e" PREMOLDED EXPANSION JOINT
NOTE: THICKNESS"T" FILLER ALL AROUND AT ALL UTILITY POLES, METER BOXES, ' M N
ETC.
AAA GRAVEL 2'-0"
1. SAW CUT FINAL CURB AT 6'-0" O.C. 2. PLACE FULL DEPTH THRU JOINTS WITH Y2"x6" PREMOLDED °z�
EJF AT POINT OF TANGENCY AND AT MIN 25' INTERVALS.
AC PAVEMENT DETAIL C RIBBON CURB C CONCRETE BARRIER CURB C SIDEWALK CONSTRUCTION JOINT C w
102 106 111 118
0 0
4 ��T�_0 SQ. 130,_0" �
TYPICA TYPICAL30
BLUE PAINT
HANDICAP
SIGN PRECAST
W/ANCHORAGE CONCRETE WHEEL
WHITE PAINT STOP TYPICAL o
EACH PARKING L L I
GRID FOR SPACELAYOUT
GUIDELINES 4" WIDE WHITE o�„"z�Q-wa 2di
ONLY STRIPE TYPICAL
SLOPE PER SECTION PLAN
to? 0 o Q
PAINTED HANDICAP 4" WIDE WHIT 20'-0" Z
SYMBOL DETAIL PAINTED HANDICAP STRIPE TYPICAL
SYMBOL, SEE '
2•
DETAIL �,� 8'-O" 4-O" 8'-O" WET AREA GRASS SEED
HANDICAP PARKING USE WIDTH "W1" WIDTH "W2" �, MIXTURE -am(D
VAN ACCESSIBLE
AUTO PICKUP 8'-0" 5'-0" 4 12" OF STRUCTURAL FILL (SEE
11'-0" 5-0" o./ 21 w o E
o SPECIFICATIONS)
UNIVERSAL SPACE* c
* VAN OR AUTO\PICKUP ,/ ,V w o M v
NATIVE MATERIAL
r HANDICAP PARKING HANDICAP NON-HANDICAP / / \ /�/\ fVw
NOTES: SPACE, SEE SCHEDULE ACCESS SPACE PARKING / j /� /\ �I w mat
BELOW SPACE
c U
1. ALL PARKING STALLS TO BE MARKED AS SECTION
w
SHOWN.
HANDICAP PARKING STALL C RETENTION SWALE C
121 122
WALL MATERIAL A
INDICATED ON 6"GUARD POST,TYP
THE DRAWINGS.
2 -YV' DIA SST / VALVE BOX
w Co C ANCHORS SURFACE TO BE GRADED \.I
3 3" x 4" DOWNSPOUT SMOOTH AND LEVEL
@ GONG OR FORMED FROM 0.032 AROUND HYDRANT ZO
MASONRY WALLS
° (n,P) AL UNLESS OTHERWISE / M
INDICATED ON THE R
DRAWINGS. FINISH PER 3 G WATER MAIN O Z ZO
UPAINTING SCHEDULE. MACHINED MECH w a O '
JOINT FOLLOWER PLAN IL J J
COLD ROLLED HYDRANT GUARD POSTS > O Q
A A SNAP RING 248 W U 0
o CAST IRON VALVE BOX = 0! 0 uj
DETAIL I�E GROOVED PIPE AND LID W/CONC PAD GC-4 U W LLI W
MECH.JOINT li z Q
1Y2" x 0.062 AL Q O LL
GASKET SLOPE = d W J
w DOWNSPOUT HANGER -y 0
@ 4'-0" OC SPOOL TO SUIT ��" ` ' � Y
SECTION A TRENCH DEPTH 6"GATE VALVE Q O U FUG x MJ O_ O
w LLFINISHED GRADE 15 LBS.ASPHALTIC _ LUG x MJ TEE ON
oFELT WATER MAIN m
8" DIP BELL
MIN.12 CU.FT
0 GRAVEL POCKET
6"HYDRANT CONNECTION MJ W/(2) O
z NOTES: SECTION Y4"GALV TIE RODS SEE NOTE 2
w
o 1.TOP OF GUARD POST TO BE LEVEL NTH TOP OF HYDRANT. SOLID CONCRETE BEARING
r� 2.FLANGED PIPE OR JOINT IN DETAIL"A"MAY BE USED PAD SIZE-4"x12"x12"
° BETWEEN GATE VALVE AND HYDRANT W/FLANGED
° PIPE MATERIAL FITTINGS TO ELIMINATE USE OF TIE RODS.
PER CIVIL PLANS 3.5"STRORZ PUMP CONNECTION REQUIRED.
THRUST BLOCK
NOTE:
1. ROUTE ALL DOWNSPOUTS TO STORM DRAIN SYSTEM.
/�(�`\\ PROJECT: DA592013.00
DOWN SPOUT C TYPICAL FIRE HYDRANT I 1 DATE: 12/23/2020
2 1 0 2 1 6 SHEET
a GC-2
0 Schn bd Engineering 2016 All Rights R...,.d

A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON AND PLASTIC PIPES. 1'-6"FINAL V-6"FINAL V-6"FINAL
BACKFILL BACKFILL BACKFILL
B. TYPICAL TRENCH SECTIONS (I, II AND III) ARE TO BE USED ONLY WHERE SEE SPECS SEE SPECS SEE SPECS
STABLE, COMPACT SOIL CONDITIONS EXIST. IF BOULDER OR LARGE _
OBSTRUCTIONS WOULD BE ENCOUNTERED, TRENCH SECTIONS MAY BE k/X/
SDEEPER
HOULD OTHIS WIDER
THAN SHOWN. THE ENGINEER SHOULD BE ADVISED
\ //\
R.
C. THE NEED FOR SHORING OR OTHER PROTECTIVE SYSTEMS AND EXCAVATION
SLOPES SHALL BE DETERMINED CONSIDERING APPLICABLE LOCAL, STATE AND
FEDERAL (OSHA) SAFETY STANDARDS AND REGULATIONS AND GEOTECHNICAL
CONSULTANTS' RECOMMENDATIONS.
TOP OF
D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH TOP OF \" TOP OF PIPE(OD) o
THE APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS PIPE(OD) _ _ _ PIPE(OD) �\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ k
AND REGULATIONS. NOTE 2 / N NOTE 2 / N /
E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER
REGARDING PIPE DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE \��z
AND FEDERAL (OSHA) SAFETY STANDARDS. a
/ i w
F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT
BE STEEPER THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL r r
(OSHA) SAFETY STANDARDS AND REGULATIONS, UNLESS SUPPORTING TRENCH //j_. m m:yu TRENCH //�,, m TRENCH
DOCUMENTATION IS SUBMITTED, ACCORDING TO AFOREMENTIONED SAFETY BOTTOM/:..° BOTTOM �\.°..° BOTTOM
STANDARDS. �y�, ��X,\ .vim i: //:•; •�i t
w
10"BEDDING \ 10"BEDDING �\ 10"BEDDING
G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE NOTE 3 SEE SPECS NOTE 3 SEE SPECS NOTE 3 SEE SPECS
UTILIZED PROVIDED THEY COMPLY WITH APPLICABLE LOCAL, STATE AND R
FEDERAL (OSHA) SAFETY STANDARDS AND REGULATIONS. DOCUMENTATION m « a
SUPPORTING THIS COMPLIANCE AND PIPE DESIGN CALCULATIONS SHALL BEm a
SUBMITTED TO THE ENGINEER. NOTES: TRENCH SECTION — TYPE I TRENCH SECTION — TYPE II TRENCH SECTION — TYPE III w o
H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY ^\ a w
THE ENGINEER, THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTION OF THE SPECIFICATIONS 1. 6"MIN FOR PIPE DIAMETER < 24" 3. MIN TRENCH BOTTOM WIDTH: \v'
12"MIN FOR PIPE DIAMETER > 24' OD + 24" FOR MECHANICAL
I. IF DURING CONSTRUCTION, THE WATER TABLE IS DISCOVERED TO BE ABOVE 2. MAX TRENCH WIDTH 0 TOP OF PIPE COMPACTION TRENCH SECTION C w
THE TRENCH BOTTOM, THE ENGINEER SHALL BE NOTIFIED, AND APPROPRIATE OD + 36" FOR, 18" & LARGER PIPE FLEXIBLE PIPE 220
DEWATERING SHALL BE IMPLEMENTED TO LOWER THE WATER LEVEL BELOW OD o
THE TRENCH BOTTOM. THE BACKFILL MATERIAL SHALL BE ACCORDING TO OD + 24" FOR LESS THAN 18"
THE EARTHWORK SECTIONS OF THE SPECIFICATIONS, OR AS ORDERED BY
THE ENGINEER.
z
wo
LENGTH THRUST PER PSI OF WATER SIDE THRUST PER 100 PSI PRESSURE o
PRESSURE AT VARIOUS FITTINGS PER DEGREE OF DEFLECTION
BEARING AREA PIPE DEAD END 90' 45' 22)�' PIPE SIZE SIDE THRUST-lb PIPE SIZE SIDE THRUST-lb
75%OF TEE(TYP) 18" 18" SIZE OR TEE ELBOW ELBOW ELBOW 4 35 14 377
100E 75% 75% 75% \ �/e"TIE RODS 4 19 27 15 7 6 72 16 6486
65
5'MAX 6 39 55 30 15 8 122 18 665 y\o�p,1, Q2 0
DEFLECTION/JOINT 8 67 94 51 26 10 197 20 790 o �4'a dy \
FOR PIPES 3"-12" 10 109 154 84 43 12 278 24 1150
&3'MAX 14"-24" 12 155 218 119 61 MULTIPLY THRUST BY DEGREE OF DEFLECTION TO �✓i o
rn
14 275 383 161 82 OBTAIN TOTAL THRUST d"'•r Q
75% 75%OF TEE 100E 16 275 383 209 106 si�38 e
(TYP) 18 351 494 269 137
50% 50% 50% 50% 20 434 611 333 169
NOTES
WEIGHT OF CONCRETE CURVE THRUST BLOCKING 24 623 878 478 244
PI ANS TO RESIST 100%OF CARDBOARD 1. IN USING THE ABOVE TABLES, USE THE MAXIMUM INTERNAL Z
TOTAL THRUST SEPARATOR EXAMPLE: PRESSURE ANTICIPATED (i.e. HYDROSTATIC TEST PRESSURE) ^ -
4-#5 BARS 8-INCH 90°ELBOW,PRESSURE=200 PSI FROM POSSIBLE SURGE PRESSURE DUE TO PUMP SHUT-OFF, ETC.
"TIE RODS TABLE: THRUST=94 x 200=18,800 Ib ASSUME •y s p
UNDISTURBED BEARING STRENGTH OF SOIL=2000 PST 2. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL IN w M
THE ABSENCE OF A SOILS REPORT AN AVERAGE SOIL
EARTH(TYP) 18,800 BEARING AREA REQUIRED _ c
100E =9.4 SO FT= (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO HAVE A ^d
` 2000 FOR THRUST BLOCK BEARING STRENGTH OF 2000 PSF. V No
/ 100E VERTICAL BEND VALVE IF SHOWN 3. CONCRETE FOR THRUST BLOCKS SHALL BE MINIMUM OF w d o f6
OF TEE 100%OF TEE ON PLAN 2000 PSI. `a w
100E
75% T 4. INSTALL THRUST BLOCKS AT ALL BURIED PIPE BENDS AND 3
100E OF PLUG OR CAP VALVE DEAD—END VALVES UNO.
90°ELL NOTE:
N0TE CONCRETE THRUST BLOCKS C
THRUSTHRUS~TION FIGURE
PERCENT OF U TOTAL THRUST
TO BE APPLIED FOR BEARING AREA 23 1
TOP OF MH SHALL MATCH CI MH FRAME AND COVER. 24"
EXISTING PAVEMENT ON 48"0 MH. 30" ON 60"0 MH. _
CUT OF
2'-6" SQ 8" AC 8" (TYP) MORTAR 6" TO EXISTING GRADE i WALL
OR AS INDICATED (TYP) PAVEMENT UNLESS OTHERWISE ON THE DRAWINGS INDICATED ON THE
HOT-DIP OR SOIL
GALV STEEL BACKFILL DRAWINGS PER PAVING, SIDEWALK, CL OF PIPE
H-20 LANDSCAPING DETAIL
e GRATING _ 6" MIN. Z
1'-6" MAX. O
F
o GRADE RINGS AS REQD 2% SLOPE--
BACKFILL
a CLASS "A" ECCENTRIC PRECAST CONC 60 MILS CCW-525V WITH COW O Z O i
CONCRETE CONE SHOWN ROTATED 90' MIRADRAIN 6000XL 3'-0" _ W d O
i z ° #4 ® 12" EW PRECAST CONC MANHOLE �� RIP RAP K J J
w Q NONWOVEN GEOTEXTILE MIN ZONE } 0 0 Q
Q o CENTERED (TYP) SEE NOTE RISERS W/VARIABLE HEIGHT AROUND ENTIRE DRAIN ROCK PLAN °', SLOPE AS SHOWN K U � Q
o w (TYP) 96"DIAMETER CUT OUT TOP OF RCP OR PRECAST CONCRETE FLARED END SECTION 1 W K 0 LLI
VCP WITHIN MANHOLE WRAP UNDERDRAIN (TYPE B PER CALTRANS STD. PLAN D94) Z U W W W
1: 44 3"EPDXY WITH NONWOVEN z
o FORM GROOVE IN MANHOLE BASE FINAL GRADE TO CONFORM O
rc - SLOPE Ya�/FT CLASS "C" GROUT GEOTEXTILE FABRIC Q d K W
`- CONC FILL " W/STEEL OR ALUMINUM BASE TO DITCH OR GRADE SHOWN = uJ (,r
J
W < STEEL RING PER MFRS = O d
TROWEL = IL
CAST-IN-PLACE CLASS"A" Q O
RIP RAP
FINISH CONCRETE BASE. 12 IN. - W O (2,_ 0
MINUS
o O ° (TYP ALL NOTES: ELEV VARIES O
AROUND) 6" CIA CORRUGATED POLYETHYLENE z X
o 1. LOCATE MANHOLE COVER ON PIPE. SEE PIPING PLAN AND
0 0 0 0 0 0 0 0 o ao 1�-0" O
d DOWNSTREAM SIDE OF MANHOLE. STORM DRAIN OR
w - SPECIFICATIONS FOR AND DETAILS. O
ole SET MANHOLE FRAME IN GROUT. ON 8x12 CONCRETEFF WALL DRAIN LINE
3 #4 0 12" EW T & B o - - --.a. 6 NONWOVEN CUT OGEOTEXTILE
°a _ .-. 2. SEAL JOINT WITH PRECAST J ASOREQU REQVIDE UIRED BY D
0 6" STRUCTURAL OD OF MANHOLE+ 12 a CONCRETE JOINT SEALANT. N KEY RIPRAP INTO FABRIC SECTION PIPE MFR
FILL BASE OF DITCH
CATCH BASIN C ns®,2"EW MANHOLE C PERIMETER UNDER DRAIN �� DRAINAGE OUTLET ��
240 241 243 244
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GC-3
O Schn bd Engineering 2016 All Rights R...,.

UNO UNO
NOTE 4 BELL AND SPIGOT
TRENCH WIDTH SEE SPECS.
`I I I=h BACKFILL �_L 4
Mall (SEE SPECS.) -
OPTION A ?� I11T
#5 CONT. B
AS SHOWN
_ rc
o
30" SQUARE J-AL-H20 INSTALL WITH BILCO L MATERIAL TYPES AND MATERIAL
BILCO HATCH LADDERUP SAFETY POST CHANGE PER DWGS
EXTERIOR WALL
CONCRETE
l.•. (SEE SPECS.) w
PRECAST REINFORCED 3'-o" 3'-0" \
fi
CONCRETE MANHOLE 3•: e UNO UNO F m
SECTIONS.
SLEEVE COUPLING OR #a TIES c 24"
a m
SLEEVE COUPLING �y w o
ADAPTOR /
OPTION B ./1
o o
2" CLR MINIMUM (TYP) u
=�c FLOW METER MATERIAL TYPES AND MATERIAL a
ROMAC DJ400 OR wo a
ENGINEER APPROVED CENTERED IN VAULT CHANGE PER DWGS
EQUAL PIPE LEAVING CONCRETE Q24
CONCRETE ENCASEMENT C °
STRUCTURE OR BUILDING 247
w (REQUIRED 4" DIA PIPE AND LARGER)
W W5 Q•W (L6 \
Q 2'-0" SQUARE CONCRETEW�A[#4SRTES
0 FLUSH IN PAVED AREAS. WHERE VALVE x
PAVEMENT BOX IS NOT IN PAVED AREA, PAD SHALL CUT OF o rn
w Ye" PLATE CENTERING WALL �Q Y.1
KOR-N-SEAL d PROJECT 3" ABOVE FINISHED GRADE N GUIDE WITH POSITION �fsxs3a eQ'
BOOT (TYP) d INDICATOR
;'.}•..� .'•!' N � � CE OF PIP - -
SPACE FOR SETTLEMENT 1Ya" DIA STEEL SHAFT
EXTENSION STEM, MACHINE -
PIPE #4 0 12" OC ye" TO MATCH OPERATING NUT
48" FOR 6" THRU 12' PIPES. SUPPORT 8" CAST IRON a
60" FOR 16" THRU 48" PIPES. SOIL PIPE 10Ya" DIA TRAFFIC BOX WITH `O c
CAST IRON FRAME AND COVER x Ya" PLATE 3'-0" 11J p
PROVIDE VALVE STEM MARKED WITH APPROPRIATE a CENTERING GUIDE �I RIP RAP w M O
EXTENSION WHERE IDENTIFICATION OF FLUID SERVICE MIN ZONE Z
DEPTH TO OPERATOR PLAN SLOPE AS SHOWN
SECTION A Ye" ALL AROUND PRECAST CONCRETE FLARED END SECTION g 1
EXCEEDS 2"-0". SEE Ye" PLATE CENTERING GUIDE z N N
DETAIL AT RIGHT TYPICAL ADAPTOR TO FIT 2" SQUARE (TYPE B PER CALTRANS STD. PLAN D94) V
NOTES: SCALE: 1/2" 1'-0" - ( ) AWWA OPERATING NUT OR g
FINAL GRADE TO CONFORM
TOP OF VALVE STEM TO DITCH OR GRADE SHOWN w a v
1. SEAL MANHOLE SECTIONS WITH RN103-RAM-NEK OR ENGINEER APPROVED EQUAL. - w
TWO 2"x4"x12" LONG
ARRANGE SECTION LENGTHS TO FIT DEPTH. RIP RAP ;
2.LADDER RUNGS SHALL BE CAPABLE OF SUPPORTING A 300# POINT LOAD AND BE REDWOOD BLOCKS VALVE STEM EXTENSION 12 IN
OSHA AND ANSI APPROVED. CRUSHED ROCK MINUS
3.BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS. ELEV VARIES
4.INCLUDE A 4" C900 PVC DRAIN TIED INTO STORMWATER DRAIN SYSTEM. GATE VALVE INSTALLATION
BURIED VALVE C STORM DRAIN OR
FLOW METER MANHOLE C Q �� 8x12 CONCRETE DRAIN LINE
248 KEY RIPRAP INTO CUT OFF WALL
245 BUTTERFLY VALVE OR BASE OF DITCH NONWOVEN GEOTEXTILE PROVIDE BELL END
PLUG VALVE INSTALLATION AS REQUIRED BY
FABRIC SECTION PIPE MFR
2" SQUARE AWWA
OPERATING NUT TRAFFIC RATED LID NOTES:
(SEE NOTE 1)
O1. PROVIDE PRECAST UTILITY VAULT DESIGNED BY MANUFACTURER. DRAINAGE OUTLETC
2. LID SHALL BE DESIGNED FOR HS20 LOADS.PRECAST,REMOVABLE LID 244 O
o O SHALL INCLUDE 10"DIA CAST IRON VALVE COVER IN LID FOR EACH H
NOTE: = W VALVE(INCLUDING DRAIN VALVES).BRING VALVE STEM TO 2"BELOW Q _
S BILCO HATCH(SEE NOTE 1) j 9- VALVE COVER WITH 2"AWWA NUT.SUPPORT VALVE STEM OFF SIDE OF Z Z -
2 ly"INLET AND HOSE HOSE CONNECTION W g UTILITY VAULT AT 3'O.C.LID SHALL ALSO INCLUDE A 30%30" Z Q O i
g VALVE STEM COVER(SEE NOTE 1) J-AL-H20 BILCO HATCH WITH LADDER UP SAFETY POST. W a U`
66 CONNECTIONS ARE REQUIRED. �, g J C/)
Q ,1" 3. CUSTOM ORDER BLOCKOUTS OR KNOCKOUTS FOR PIPES IN THE SIZES& O Q J
o NTH GALVANIZED LOCATIONS SHOWN ON PLANS.GROUT PIPES IN WITH NON-SHRINK W � Q
STEEL FRAME W GROUT. U W LLI 1--
i i ,//�� -,•�,i • 4. REINFORCE CATCH BASIN SECTIONS PER MANUFACTURER'S Q Q W p
RECOMMENDATIONS FOR TRAFFIC LOADING. = a
W 0 J
c� O 5. COMBINE A MIX OF TOP AND BOTTOM SECTIONS TO MEET INSTALLATION Ln =O a
3 Q PIPE PENETRATIONS AS DEPTH REQUIREMENTS.INCLUDE GALVANIZED FRAME. LL Q O
BELOW FROST LINE y,• 9" REQUIRED BY CIVIL AND O U
3 CRUSHED STONE MECHANICAL SHEETS 6. DIMENSIONS'A'AND'B'SHALL BE AS SHOWN ON CIVIL AND MECHANICAL O
io OR GRAVEL VALVE BODY DRAWINGS. m
X
10
0
12"DRAIN ROCK 7. PROVIDE VAULT NTH OSHA&ANSI APPROVED LADDER RUNGS CAPABLE
OF SUPPORTING A 300#POINT LOAD IN LINE NTH THE BILCO HATCH.
o BOTTOM SECTION
WASHDOWN HOSE BIB C NTS
° 255 TOP SECTION UTILITY VAULT C
- N T5
260
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GC-4
O S°hn bd Engineering 2016 All Rights R...,.

LIFTING EYE
COATED LADDER 3'Wx5'L TYPE JD-AL6" (Y"THICK) r' SE
RUNGS H-20 LOADING
DOUBLE LEAF BILCO REMOVABLE L Y4"
it KOR-N-SEAL / HATCH W/ LADDER BOLLARD UP EXTENSION SECTION246 / 1'-0"GC-4 6.625" OD SCHH 80 GALV STEEL ION
4"DIA LAY FLAT HOSE \ PIPE, PAINTED
WITH 6'LENGTH 2"DIA KNEE BRACE I YELLOW PAD LOCK LOOP DETAIL o
SEE PAD LOCK 2
LOOP DETAIL
FINISH SURFACE SEE
4" DRAIN
Fr
� LANS)
ONCRETE
4 CGW 1 V-10.6 & 10.8 / NCASEMENT
z_
iv - .625" OD STD2" DRAIN VALVE — / ALL STEEL PIPE
0'-11" 8" CASING W/ 8"V-10.5 & 10.7 FLANGE AT TOP DIA. PVC DRAIN AND 12"HERE ROCK IN GROUDWAOTERTIONS
IIS NOT2'-0" PLAN RESENT. W o
a 0
0
1 -0" 6,; w
ASPHALT 2'-0" 6'-0"
SEE CIVIL PLAN REMOVABLE BOLLARD C w
0 0 302
o N
32O BOLLARD TYP o
OF TWO W.P. JUNCTION O (AS SHOWN ON PLANS)
COATED LADDER MATERIAL As 3'-0" MIN wo a
248 BOX AND CONDUIT RUNGS SHOWN ON MATERIAL AS 6.
#4 B 8"E.W.,El DRAWING CHAIN LIN SHOWN ON Q
GC-4 6 GW 4 V-10.6 Rc 10.8 FABRIC DRAWINGS
LOW WATER v-1o.5 10.7
DIAGCUT-OFF GATE BRACE
AL o 0
'.:i: ''fi::•; 2" DRAIN VALVE 0 e0, a
V-10.14 CIRCUIT AND z z FRAME LOCKING �di
NOTES: ^�` v" z•''+�r 'r V-10.15 - o DEVICE FOR i� N N_� •.�..,,•.: 4ti..,•:. POWER
1. PAINT ALL EXPOSED METALS ACCORDING TO V-10.16 P o a PADLOCK ? N o
•.a .a.• •.a n.•' REDUCING ELBOW
SPECIFICATIONS w �Q
WELD ON NEW w 3/a" TRUSS ROD r X -
2. PROVIDE TWO STEEL BOLLARDS TO PROTECT STAND _ ASSEMBLY (TYP) si�3tl o
PIPE. 8" FLANGE TO
°n b o CASING
3. ALL 4"DIA SCH 40 STEEL PIPE SHALL BE WELDED 6 GW 13 III -
OR FLANGED. o IE 1,700.00' III �j 4" DRAIN Z
4. PLACE 2 CUBIC FEET OF 1"MINUS GRAVEL AROUND 2'-0" 1'-s" 2'-0" 4 VARIES 13 EL 1,697.00'
AND BENEATH THE 1"DIA GATE VALVE. III �• i• •• •.•. - ••,''••;•••• ••' • w E
NOTE 4 1" DIA BRASS GATE VALVE :r.1 sIDEwALK w ^0
III POST CONNECTION
WITH ROMAC 101NU SADDLE EXISTING 8" SCH 8" CONCRETE AS SHOWN ON Z c
40 WELL CASING SLAB DRAWINGS
ELEVATION V Z �
�w t�
-a U
TRUCK FILL STATION C WATER SUPPLY WELL C CHAIN LINK
261 300 PEDESTRIAN GATE 309
LINE POST 4" DIA GATE PLUNGER BAR TYPE
CAP TOP RAIL (10'-0" MAX CAP TOP RAIL CAP POST (TYP LOCKABLE LATCH W/
STRETCHER SPACING) CENTER STOP SET IN
BAR ><�� A F
VARIES CONCRETE NOTES:
TOP RAIL 1. SEE SPECIFICATIONS FOR FENCE
POST MATERIAL, COATINGS, AND
BRACING CHAIN LINK STRETCHER INSTALLATION REQUIREMENTS.
3 FABRIC u, o BAR
o 0 2 CLEARANCESSEE IN
ONS NOW OREGIONS. o
STRETCHER TRUSS ROD _ `' 3A" TRUSS ROD STRETCHER
S BAR BAND O END o ASSEMBLY (TYP) BAR BANDS 3. 12" DIAMETER x 18" DEEP Z Z
SECTIONS N CONCRETE STOP W/ 6-#4 BARS, Z Q O
O TERMINAL POST o N 20 GA STEEL PLUNGER SLEEVE w d W
i ®CORNER & ¢ DIA = ROD OD + Y2". 0' J
( TENSION TENSION o INTERNAL BRACE > O O Q _J
3 ENDS) WIRE WIRE v AT CORNERS K U Q
o .i AND GATES = W
w W
£ -E} TURNBUCKLE CONCRETE CONCRETE FG = d z W
-:i FOOTING FOOTING-____ " z = O d 0
r3 ,.. ..I.1. ov�z
s% TENSION :��: ••I•A• " LL Q O
Al
"€ WIRE �.� 15 : o m� o
- U
P o w 0 -. PAVEMENT 1.
o
o n 7 Y MATERIAL N o x
o �I SEE NOTE 3 m m
1'-0" 20'-0"MIN (SEE DRAWINGS) w O
2'-0"
DIA DIA
w DIA
d CHAIN LINK FENCE 2-0 DOUBLE LEAF SWING GATE C
304 308
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GC-5
0 Schn bd Engineering 2016 All Rights R...,.d

2 x 2 WOOD POST,
STEEL POST, OR FILTER FABRIC
EQUIVALENT. MATERIAL
2 FILTER FABRIC
1 MATERIAL
XI MUM
40FT. OF WITHIN
FENCE. -�
O II
NEWLY GRADED OR %/\ 000 00 //. 1� III II
DISTURBED SIDE \'�\// 000 j\\/�\\' 0
SLOPE.
-170v/ z a
BURY BOTTOM OF FILTER f I I 12" MINIMUM
FABRIC MATERIAL WITH U (24 ON _�L
WASHED GRAVEL BACKFIL g"
SLOPES) —Ll_------i�-------u
8'-0" MAX
BURY BOTTOM OF FILTER FABRIC
TYPICAL CROSS SECTION MATERIAL IN 12"x 8" TRENCH. w
NOTES: ELEVATION �I
1. PREFAB FENCE ALLOWED IF REINFORCED AND APPROVED BY THE CITY V N
CLEARING AND GRADING INSPECTOR. m a
2. FENCE SHALL NOT BE INSTALLED ON SLOPES STEEPER THAN 2 : 1. w i
\ a w
3. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 6 INCHES AT POST. `J z
4 FUSE ENCE. SILT
WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO SILT FENCE C w
a
0
5. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. lo
0
66
wo
yxo�p,1, Q2 0
r
d Z, O Q
ifs�3a o� �S
Q^� z
�i{c
� w 0
w n U
C
m�N
j
�• -a U
E to
e
z
O
O
p z Z
O
Lu K J �
J_
w Q
= W LLI
W
LL I
rc = d K W
W (D J
1n z: COL >
O 0U
U
o m
o O
w
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GC-6
O Sch-bd Engineering 2016 All Rights R...,.d

NOTE:
STAKE i l
TREES OR GUY Y ` y ,` Z t�l 1 HUNTER PRO-C
REQUIRED. r - 1 DIA. SOAKER IRRIGATION
/ o HOSE CONTROLLER
Y COMPOSTED MULCH
2" DEEP BELOW NOTES:
GRAVEL (TYR)
MULCH z" DEEP 1 1. SOAKER HOSES SHALL BE PLACED AROUND ALL
BELOW GRAVEL BERM TO MAKE EXISTING
(TYP) MULCH BED LEVEL GROUND PLANT TYPES 3, 4 AND 15. SEE L-01 FOR RIGID CONDUIT o
PLANT DESCRIPTIONS AND LOCATIONS. 120 VOLT
EXISTING DISCONNECT
GROUND SWITCH
II 2. SOAKER HOSES SHALL BE BURIED 2-6" BELOW g
BERM TO MAKE III GRAVEL.
MULCH BED • O
LEVEL III 3. SOAKER HOSE SHALL BE PLACES AT THE 120
VOLT
SPECIFIED BACKFILL DRIPLINE OF THE BUSH OR SHRUB. SERVICE
/SPECIFIED BACKFILL • MIXTURE SEE SPECS 24 VOLT
MIXTURE SEE • 8" MIN. • CONTROL WIRING
SPECIFICATIONS FERTILSPECI ER (nP)
_ FERTILZER k
IIII SPECIFIED 8"MIN. TABLETS TREE OR BUSH b NOTES:
• • IIII o
FERTILIZER 2 TIMES BALL DIAMETER 1. LOCATE CONTROLLER IN MECHANICAL -
p11 TABLETS m a
I�R BUILDING AS DIRECTED BY ENGINEER.
•
• 8" MIN. IIII EXISTING 2. PAINT CONDUIT TO MATCH WALL COLOR. A
UNDISTURBED POLY HEADER LINE a 0
12" EARTH BURIED TEE OR ELL. w
TREE PLANTING ON SLOPE L PLANTING SHRUBS ON SLOPES L SOAKER HOSE AT TREES L WALL—MOUNTED CONTROLLER L =o w
105 108 201 204 oN o
lo
HDPE VALVE PRECAST CONCRETE, PLASTIC LOCKABLE u
BOX WITH 07 CAST IRON,YAMVE BOX WITH COVER PRECAST CONCRETE, PLASTIC PRESSURE SUPPLY
COVER A S LOCKABLE OR CAST IRON
Y2" MALE NET AIR /a S BALL LINE F
CONNECTION FOR Y2" MALE NET AIR VALVE, NET ENDS VALVE BOX WITH COVER -
PLASTIC CONCRETE, ELECTRIC CONTROL
FINISHED WINTERIZING IRRIGATION PLASTIC LOCKABLE OR CONN. FOR WINTERIZING MIN. 2" DIA. ELECT. 3/a" BRASS BALL VALVE �
GRADE SYSTEM CAST IRON VALVE BOX IRRIGATION SYSTEM CONTROL VALVE VALVE, NPT ENDS
WIRING FROM
FINISH10.5" WITH COVER FINISHED WIRING FROM FINISHED SPRINKLER
GATE
GR DEED GRADE SPRINKLC
ABINET
CONTROL GRADE CONTROL CABINET o�'�' o
VALVE SEE NOTE SEE NOTE
UNION
nP z
PRESSURE w Z a�w Y" BALL BALL VALVE Z a ? N o
SUPPLY LINE '� I� VALVE PRESSURE w Z d'' d°' �Q (^''
b b >w SUPPLY LINE - >w oQ'GRAVEL BED, o a roo d WATER WATERMIN. 6" DEEPS WATER �' FLOW a FLOWFLOW WYE GRAVEL BED, 3/a" BRASS BALLGRAVEL BED, VALVE, NPT ENDS
NOTES: MIN. 6" DEEP . SENNINGER PRESSURE w E
MIN. 6" DEEP BALL VALVE REDUCER. (MEDIUM w n u
1. UP TO 2" LINE, PROVIDE 6" SIDE AND GROUND CLEARANCE; FLOW 30 PSI) z m
2Y2" AND LARGER, PROVIDE 12" SIDE AND GROUND CLEARANCE. NOTES: _ M N
1. MAIN LINE TO HAVE MIN. OF ONE 1" DIA f•0 �N-
2. SBACKFLOWTANDARD PREVENTION ASSEMBLY MUST MEET STATE WITH DRAIN VAVVE AT LOW POINT IN PIPE. V Z N
STANDARDS. do m
BALL VALVE AND ELECTRIC wa N
BACKFLOW PREVENTOR� MAINLINE VALVE ASSEMBLY (T� ISOLATION VALVE AND L CONTROL VALVE WITH L
205 206 ELECTRIC CONTROL VALVE 207 PRESSURE REDUCER 208
GENERAL IRRIGATION NOTES
1. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS,TREE AND SHRUB LOCATIONS,AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF ALL WORK.
2. SUBMIT ALL SYSTEM COMPONENTS FOR REVIEW PRIOR TO COMMENCEMENT OF WORK.
z
3. SEE SPECIFICATIONS AND DETAILS AS THEY APPLY TO THIS AND RELATED WORK. O
Q c/)
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES.VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES PRIOR TO COMMENCING WORK.REPAIR ANY Y Z J
DAMAGE CAUSED DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST TO THE OWNER.FIELD ADJUST SPRINKLER EQUIPMENT LOCATIONS TO AVOID CONFLICTS WITH UTILITIES AND PLANT MATERIALS.LINE z Q O (,r Q
SIZES SHOWN ARE MINIMUM. w a O
z J W
3 5. THE CONTRACTOR SHALL SIZE AND DESIGN IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. w OU O
6. BECAUSE OF THE SCALE OF THE IRRIGATION DRAWINGS,IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS,FITTINGS,SLEEVES,ETC.,WHICH MAY BE REQUIRED.THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE U w U W z_
STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN WORK ACCORDINGLY. = d W
a
7. THE CONTRACTOR SHALL SUBMIT DRAWINGS OF ANY PROPOSED CHANGES TO THE IRRIGATION SYSTEM TO THE ENGINEER PRIOR TO COMMENCING ANY WORK IN THE FIELD.THE DRAWINGS SHALL SHOW NUMBER OF O d z U
HEADS,SOAKER HOSE,PLACEMENT OF ALL VALVES,MAIN-LINE CONNECTIONS,LATERALS,SUBSURFACE IRRIGATION LAYOUTS,AND OTHER PERTINENT ITEMS.THESE DRAWINGS SHALL BE APPROVED PRIOR TO LL z: IL J C)
COMMENCING WORK. O O
0 8. THE NUMBER OF SPRINKLERS AND SPACING SHALL BE VERIFIED BY THE CONTRACTOR BASED ON SITE SPECIFIC SOIL CONDITIONS AND PLANT MATERIAL CHARACTERISTICS AS RECOMMENDED BY THE MANUFACTURER. m Q
9. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE.THIS WORK SHALL INCLUDE SELECTING THE OPTIMUM FLOW RATE TO SERVE THE EXISTING SITE CONDITIONS AND O J
SPECIFIED PLANT MATERIALS AND TO THROTTLE THE FLOW AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH STATION.
3
10. THE MAINLINE SHALL BE LOCATED THREE FEET FROM ALL PAVEMENTS WHERE POSSIBLE.
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GL-1
O Schn bd Engineering 2016 All Rights R...,.d

ADULT HOLDING FACILITY SORTING AND SPAWNING FACILITY HATCHERY BUILDING SHOP AND STORAGE
BUILDING CODE ANALYSIS BUILDING CODE ANALYSIS CODE ANALYSIS BUILDING CODE ANALYSIS BUILDING CODES
IBC SECTION 303 IBC SECTION 303 IBC SECTION 303 IBC SECTION 303 ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING APPLICABLE
OCCUPANCY CLASSIFICATION:..........................................................F-2 OCCUPANCY CLASSIFICATION:..........F-2 OCCUPANCY CLASSIFICATION:............................................................8 OCCUPANCY CLASSIFICATION:..........................................................S-2 CODES:
H-4 (AT FORMALIN STORAGE ROOM)
IBC TABLES 504.3. 504.4. 506.2 IBC TABLES 504.3. 504.4. 506.2 IBC TABLES 504.3. 504.4. 506.2 2019 OREGON STRUCTURAL SPECIALTY CODE
CONSTRUCTION TYPE:.................................................................V-B IBC TABLES 504.3. 504.4. 506.2 CONSTRUCTION TYPE:.................................................................V-B CONSTRUCTION TYPE:.................................................................V-B BASED ON 2018 INTERNATIONAL BUILDING CODE
HEIGHT ALLOWED:...............................................2-STORY, 40 FEET CONSTRUCTION TYPE:.................................................................V-B HEIGHT ALLOWED:...............................................2-STORY, 40 FEET HEIGHT ALLOWED:...............................................2-STORY, 40 FEET 2018 INTERNATIONAL FIRE CODE (IFC). o
ACTUAL HEIGHT:.....................................1-STORY, 25'-6" FEET HEIGHT ALLOWED:...............................................2-STORY, 40 FEET ACTUAL HEIGHT:.....................................1-STORY, 15'-7" FEET ACTUAL HEIGHT:.....................................1-STORY, 17'-6" FEET 2019 OREGON MECHANICAL SPECIALTY CODE
BASIC ALLOWABLE AREA:..................................................13,000 S.F. ACTUAL HEIGHT......................................1-STORY, 27'-2" FEET BASIC ALLOWABLE AREh....................................................9,000 S.F. BASIC ALLOWABLE AREA:..................................................13,500 S.F. BASED ON 2018 INTERNATIONAL MECHANICAL CODE
ACTUAL BUILDING AREA:...............................................8,613 S.F. BASIC ALLOWABLE AREA;..................................................13,000 S.F. ACTUAL BUILDING AREA:...............................................3,934 S.F. ACTUAL BUILDING AREA:...............................................3,383 S.F. AND INTERNATIONAL FUEL GAS CODE
ACTUAL BUILDING AREA:...............................................2,664 S.F. 2017 OREGON PLUMBING SPECIALTY CODE
IBC TABLE 601 IBC TABLE 601 IBC TABLE 601 BASED ON THE 2015 UNIFORM PLUMBING CODE
FIRE-RESISTANCE REQUIREMENTS: TYPE V-B CONSTRUCTION: IBC TABLE 601 FIRE-RESISTANCE REQUIREMENTS: TYPE V-B CONSTRUCTION: FIRE-RESISTANCE REQUIREMENTS: TYPE V-B CONSTRUCTION: 2017 OREGON ELECTRICAL SPECIALTY CODE
STRUCTURAL FRAME:.............................................0 HR FIRE-RESISTANCE REQUIREMENTS:TYPE V-B CONSTRUCTION: STRUCTURAL FRAME:.............................................0 HR STRUCTURAL FRAME:.............................................0 HR BASED ON THE 2017 NFPA 70, NATIONAL ELECTRICAL
EXTERIOR BEARING WALLS:...................................0 HR STRUCTURAL FRAME:.............................................0 HR EXTERIOR BEARING WALLS:...................................0 HR EXTERIOR BEARING WALLS:...................................0 HR CODE
INTERIOR BEARING WALLS:....................................0 HR EXTERIOR BEARING WALLS:...................................0 HR INTERIOR BEARING WALLS:....................................0 HR INTERIOR BEARING WALLS:....................................0 HR 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE w
EXTERIOR NON-BEARING WALLS:..........................0 HR INTERIOR BEARING WALLS:....................................0 HR EXTERIOR NON-BEARING WALLS:..........................0 HR EXTERIOR NON-BEARING WALLS:..........................0 HR CONSTRUCTION PROVISIONS: ASHRAE STANDARD 90.1
INTERIOR NON-BEARING WALLS:...........................0 HR EXTERIOR NON-BEARING WALLS:..........................0 HR INTERIOR NON-BEARING WALLS:...........................0 HR INTERIOR NON-BEARING WALLS:...........................0 HR 2010 AMERICAN WITH DISABILITIES ACT STANDARDS (ADAS).
FLOOR CONSTRUCTION:.........................................0 HR INTERIOR NON-BEARING WALLS:...........................0 HR FLOOR CONSTRUCTION:.........................................0 HR FLOOR CONSTRUCTION:.........................................0 HR ICC A117.1 2009 12
ROOF CONSTRUCTION:...........................................0 HR FLOOR CONSTRUCTION:.........................................0 HR ROOF CONSTRUCTION:...........................................0 HR ROOF CONSTRUCTION:...........................................0 HR
ROOF CONSTRUCTION:...........................................0 HR REFER TO BUILDING PERMIT DOCUMENTS AND ALL CONSTRUCTION
IBC TABLE 602 EAST WALL CONSTRUCTION AT FORMALIN STORAGE: 3-HR IBC TABLE 602 IBC TABLE 602 DOCUMENTS FOR ADDITIONAL CODE REQUIREMENTS. o
FIRE RESISTANCE RATING FOR EXTERIOR WALLS (3-HR FIRE BARRIER WALL REQUIRED BETWEEN H-4 & F-2 OCC.) FIRE RESISTANCE RATING FOR EXTERIOR WALLS FIRE RESISTANCE RATING FOR EXTERIOR WALLS
>10' TO ASSUMED PROPERTY LINE..................0 HR >10' TO ASSUMED PROPERTY LINE..................0 HR >10' TO ASSUMED PROPERTY LINE..................0 HR w
IBC TABLE 602 PROJECT GENERAL NOTES p= w
IBC TABLE 705.8 FIRE RESISTANCE RATING FOR EXTERIOR WALLS IBC TABLE 705.8 IBC TABLE 705.8 00 o
MAX. AREA OF UNPROTECTED EXTERIOR OPENINGS:...............100% >10' TO ASSUMED PROPERTY LINE..................0 HR MAX. AREA OF UNPROTECTED EXTERIOR OPENINGS:...............100% MAX. AREA OF UNPROTECTED EXTERIOR OPENINGS:...............100% A. THE SCOPE OF WORK SHALL BE DETERMINED BY ALL PQ LL
(GREATER THAN 10' YARDS ON ALL SIDES). (GREATER THAN 10' YARDS ON ALL SIDES). (GREATER THAN 10' YARDS ON ALL SIDES). CONSTRUCTION DOCUMENTS, PERMIT DOCUMENTS AND CONTRACTS �� o
IBC TABLE 705.8 NEGOTIATED WITH THE OWNER, =m
IBC SECTION 803 MAX. AREA OF UNPROTECTED EXTERIOR OPENINGS:...............100% IBC SECTION 803 IBC SECTION 803
INTERIOR WALL AND CEILING FINISH REQUIREMENTS:....................C (GREATER THAN 10' YARDS ON ALL SIDES). INTERIOR WALL AND CEILING FINISH REQUIREMENTS:....................C INTERIOR WALL AND CEILING FINISH REQUIREMENTS:....................C B. ALL NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE o o gX u
CODES LISTED IN BUILDING CODE SUMMARY AS WELL AS ALL -
IBC SECTION 903 IBC SECTION 803 IBC SECTION 903 IBC SECTION 903 RULES AND REGULATIONS BY THE GOVERNMENTAL AGENCY HAVING PE
FIRE SPRINKLERS: INTERIOR WALL AND CEILING FINISH REQUIREMENTS:....................C FIRE SPRINKLERS: FIRE SPRINKLERS: JURISDICTION. ALL NEW CONSTRUCTION SHALL ALSO BE PER
NOT REQUIRED IN F-2 OCCUPANCY NOT REQUIRED IN B OCCUPANCY NOT REQUIRED IN S-2 OCCUPANCY, LESS THAN 5,000 S.F. MANUFACTURER'S REQUIREMENTS, SPECIFICATIONS AND ACCEPTED ��vCTo n^
IBC SECTION 903 GENERAL CONSTRUCTION PRACTICES. 4�� r O u�
IBC SECTION 907.2 FIRE SPRINKLERS: IBC SECTION 907.2 IBC SECTION 907.2 C"' w ¢n
FIRE& SMOKE ALARMS:................... C. ALL CONSTRUCTION SHALL BE CONSTRUCTED FROM APPROVED m¢o 19 O
NO NOT REQUIRED IN F-2 OCCUPANCY FIRE & SMOKE ALARMS:................... ....... ........................NO FIRE & SMOKE ALARMS:..............................................................NO Ow-y
PERMIT DRAWINGS ISSUED BY THE GOVERNMENTAL AGENCY HAVING w m L 4w
NOT REQUIRED, LESS THAN 500 OCCUPANTS NFPA 13 SPRINKLER SYSTEM REQUIRED IN H-4 FIRE AREA ONLY NOT REQUIRED, LESS THAN 500 OCCUPANTS NOT REQUIRED IN S-2 OCCUPANCY Z d�a p
JURISDICTION. "PRELIMINARY", "BUILDING DEPARTMENT REVIEW", O o z
004.1.2
AND "BID SETS" SHALL NOT BE USED FOR CONSTRUCTIO
ABLE
C TABLE
N.
IBC TABLE TOTAL10CCUPANT LOAD:.............................................................18 IBC SECTION IBC TTOTAL 1OCCCUPANT LOAD:.............................................................16 IBTOTALL OCCUPANT2LOAD:.............................................................17 CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTION THE %li-1103X
FIRE & SMOKE KE A LARMS...............................................................NO APPROVALS FOR SUBSTANTIAL COMPLETION.
RACEWAYS: 8,613 S.F. / 500 = 18 NOT REQUIRED, LESS THAN 500 OCCUPANTS GROSS OFFICE AREA: 3,934 S.F. / 250 = 16 STORAGE: 3,383 S.F. / 200 = 17
D. WHEN CONCEALED OR UNKNOWN CONDITIONS ARE DISCOVERED
IBC SECTION 1005 IBC TABLE 1004.1.2 IBC SECTION 1005 IBC SECTION 1005 AND WILL AFFECT THE FINAL DESIGN OR CHANGE THE SCOPE OF z o
DOOR EGRESS WIDTH REQUIRED: 18 OCCUPANTS X 0.20 TOTAL OCCUPANT LOAD:.............................................................13 DOOR EGRESS WIDTH REQUIRED: 16 OCCUPANTS X 0.20 DOOR EGRESS WIDTH REQUIRED: 17 OCCUPANTS X 0.20 WORK, CONTACT THE ARCHITECT FOR RESOLUTION PRIOR TO .Q c
< = 3,6" WORK AREAS: 2,195 S.F. / 200 = 11 = 3.2" = 3.4" WORK. u E
$ DOOR EGRESS PROVIDED: 36" PER DOOR X 4 DOORS = STORAGE AREAS: 469 S.F. / 300 = 2 DOOR EGRESS PROVIDED: 36" PER DOOR X 1 DOOR = DOOR EGRESS PROVIDED: 36" PER DOOR X 1 DOOR = E. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF = w „�5
a 144" 36" 36" ALL INFORMATION ON THE CONSTRUCTION DOCUMENTS, PERMIT z d M d
< IBC SECTION 1005 .L - _
DOOR EGRESS WIDTH REQUIRED: 13 OCCUPANTS X 0.20 DOCUMENTS, CHANGE ORDERS,AND SUPPLEMENTAL INFORMATION L7 d
IBC TABLE 1017.2 IBC TABLE 1017.2 IBC TABLE 1017.2 TO ALL SUBCONTRACTORS AND TRADES. THE CONTRACTOR IS V z o
z MAXIMUM ALLOWED EXIT ACCESS TRAVEL = 2.6" MAXIMUM ALLOWED EXIT ACCESS TRAVEL MAXIMUM ALLOWED EXIT ACCESS TRAVEL w d c
RESPONSIBLE FOR THE COORDINATION OF ALL WORK.
DISTANCE:..........300 FT. DOOR EGRESS PROVIDED: 36" PER DOOR X 1 DOOR = DISTANCE:..........200 FT. DISTANCE:..........300 FT.
t
ACTUAL MAXIMUM TRAVEL DISTANCE:......................96 FT. 36" ACTUAL MAXIMUM TRAVEL DISTANCE:......................50 FT. ACTUAL MAXIMUM TRAVEL DISTANCE:......................56 FT. F. CONTRACTOR AND SUBCONTRACTORS ARE TO VERIFY ALL y
MAXIMUM ALLOWED TRAVEL DISTANCE FOR ONE MAXIMUM ALLOWED TRAVEL DISTANCE FOR ONE MAXIMUM ALLOWED TRAVEL DISTANCE FOR ONE DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AFFECTING 3
EXIT:..................75 FT. IBC TABLE 1006.3.3(2) EXIT:..................100 FT. EXIT:..................100 FT. THE WORK PRIOR TO PROCEEDING WITH THE WORK. ALL
COMMON PATH OF EGRESS DISTANCE:..................45 FT. STORIES WITH ONE EXIT SHALL HAVE A MAXIMUM ACTUAL MAXIMUM TRAVEL DISTANCE:......................50 FT. ACTUAL MAXIMUM TRAVEL DISTANCE:......................56 FT. CONTRACTORS SUBMITTING BID PROPOSALS FOR THIS PROJECT
OCCUPANT LOAD OF 49 AND MAXIMUM COMMON PATH OF ARE REQUIRED TO VISIT THE PROJECT SITE PRIOR TO SUBMITTING
w IBC TABLE 1006.3.1 AND SECTION 1022 EGRESS TRAVEL DISTANCE OF 75 FEET. IBC TABLE 1006.3.1 AND SECTION 1022 IBC TABLE 1006.3.1 AND SECTION 1022 A BID. BD PROPOSALS SHALL SERVE AS SITE VERIFICATION.
N EXITS REQUIRED:........I EXIT REQUIRED FROM ALL AREAS SECOND FLOOR OCCUPANT LOAD:...................6 OCC. EXITS REQUIRED:........1 EXIT REQUIRED FROM ALL AREAS EXITS REQUIRED:........1 EXIT REQUIRED FROM ALL AREAS WHERE DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL
IBC SECTION 1103 COMMON PATH OF EGRESS DIST.:.................72 FT. IBC SECTION 1103 IBC SECTION 1103 CONDITIONS OCCUR, THE ARCHITECT SHALL BE NOTIFIED.
1:2 THE ADULT HOLDING FACILITY IS CONSIDERED A "LIMITED IBC TABLE 1017.2 HANDICAP ACCESSIBLE BUILDING REQUIRED:PER 2018 IBC HANDICAP ACCESSIBLE BUILDING REQUIRED:PER 2018 IBC G. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, (_n
ACCESS SPACE" PER 2018 IBC SECTION 1103.2.7 AND IS MAXIMUM ALLOWED EXIT ACCESS TRAVEL CHAPTER 11. CHAPTER 11. METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING,
NOT REQUIRED TO BE ACCESSIBLE. DISTANCE:..........300 FT. BRACING SAFETY AND INSURANCE IN CONNECTION WITH ALL WORK.
9 ACTUAL MAXIMUM TRAVEL DISTANCE:......................96 FT. IBC TABLE 1505.1 IBC TABLE 1505.1 ALL NECESSARY TEMPORARY CONSTRUCTION REQUIRED TO z J
I IBC TABLE 1505.1 MAXIMUM ALLOWED TRAVEL DISTANCE FOR ONE MINIMUM ROOF MINIMUM ROOF COMPLETE THE PROJECT SHALL BE INCLUDED IN THE O Q
WCLASS:......................................................................0 CLASS:......................................................................0 ~ Q
MINIMUM ROOF EXIT:..................75 FT. CONTRACTOR'S PRICE. a
3 CLASS:......................................................................C ACTUAL MAXIMUM TRAVEL DISTANCE:......................72 FT. > LLI
s H. ALL INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SYSTEMS Z z zo Q
w IBC TABLE 1006.3.1 AND SECTION 1022 SHALL BE COORDINATED WITH THE OWNER OR TENANT A MINIMUM w a O
EXITS REQUIRED:........1 EXIT REQUIRED FROM ALL AREAS OF 24 HOURS PRIOR TO INTERRUPTION. woo O
IBC SECTION 1103 I. ALL MATERIALS STORED ON THE SITE, EXISTING CONSTRUCTION w w o U 0
a HANDICAP ACCESSIBLE BUILDING REQUIRED:PER 2018 IBC AND FINISHED CONSTRUCTION SHALL BE PROTECTED FROM 0 W w W Z
CHAPTER 11. WEATHER, VANDALISM AND OTHER CONSTRUCTION ACTIVITIES TO o lL �_ Q
PREVENT DAMAGE AND DETERIORATION UNTIL SUBSTANTIAL = o w =
IBC TABLE 1505.1 COMPLETION. FAILURE TO PROTECT MAY BE CAUSE FOR REJECTION w = a U H
MINIMUM ROOF OF WORK. LL a 0 Q D
U
gCLASS:......................................................................C O U
°0 Z
0 0
J_
d
in
a
0
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GA-1
9 Sch"abel Engieeenng 2016 Ni Rights Res-d

GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM IN A117.1-2009
CHAPTER 3: BUILDING BLOCKS 4°'`x 404 Doors and Doorways
302 Floor Surfaces 307 Protruding Objects l 404.2.3.2 Swinging Doors.Swinging doors shall have maneuvering clearances complying with 404.2.3.2.
302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion,pad,or backing or no cushion or 307.2 Protrusion Limits. objects If-,lnaaranElaaharep-i-
1 r-- ---------
pod.Carpet or carpet file sholl have a level loop,textured bop,level cut pile,or level cut/uncut pile texture.Pile height shall be 1/2 with leading edges more than 27 inches 1 18 min o
inch(13 mm)maximum.Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the (685 mm) and not more than 80 inches o N 445 12 mina
exposed edge.Carpet edge trim shall comply with 303. (2030 mm) above the floor shall protrude n x l - I 305 j N
v
303.2 Vertical. Changes in level of 1/4 inch(6.4 mm)maximum in height shall be permitted to be vertical. 4 inches (100 mm) maximum horizontally
into the circulation path. ________
x
303.3 Beveled. Changes in level between 1/4 inch(6.4 mm)high minimum and 1/2 inch(13 mm)high maximum shall be IXCEPIION: Handrails shall be permitted P a Front Approach,Pull Side
beveled with a slope not steeper than 1:2. 1/4 to protrude 4 1 2 inches 115 mm () pp (b)Front Approach,
Side ach,
1/4 max 6.4 2 z P / ( ) LIMITS OF PROTRUDING OBJECTS
6.4 ® 13 6.413 17 maximum.
6.a 308 Reach Ranges - - - N r----------------------�
(a) (b)
FIG. 303.2 FIG. 303.3 I _ �
308.2 Forward Reach.
VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL E= E 36 min I o= 42 min E" a
308.2.1 Unobstructed. Where a forward
304 Turning Space o
"r >` a,5 665 o
reach is unobstructed, the high forward reach J o w
304.2 Floor Surfaces. Floor surfaces of a turning space shall comply with Section 302. Changes in level are not shall be 48 inches (1220 mm) maximum and z
permitted within the turning space. the low forward reach shall be 15 inches (380 FIG. 308.2.1 UNOBSTRUCTED (c)Hinge Approach,Pull Side (d)Hinge Approach,Pull Side o
mm) minimum above the floor. FORWARD REACH 12 min} 3 a
z.
D(CEP110N:Slopes not steeper than 1:48 shall be permitted. *� rein(137m if tlnsar is provided o o fl C o
EN r - , Clno�
65
3082.2 Obstructed High Reach.Where a hi h forward reach is over an obstruct on,the clear Floor ce cam n wth r - - - -
304.3 Size. Wheelchair turning space shall comply with ICC/ANSI A-117.1-1998 Sections 304.3.1 or 304.3.2. g 9 sW PM 9 � I @��5� o ee o
60 min 62 min Section 305 shall extend beneath the element for a distance not less than the required reach depth over the obstruction.The high o
,5zs ,525 forward reach shall be 48 inches(1220 mm)maximum where the reach depth is 20 inches(510 mm)maximum.Where the reach 'E sR : 2z minmin za min m= I�`w
N V 816 o a @ F
r------------- depth exceeds 20 inches(510 rum),the high forward reach shall be 44 inches(1120 rum)maximum and the reach depth shall be z =y y
i
I I
25 inches(635 rum)maximum. �- -
0o s�
1 20 max >20-25 max --- �� ------� RE
/ E 510 s,os3s 1(bom doaer on'/ m (a)Hinge Approach, la¢n era prwmaa (f)Latch Approach,Pull Side
i ( M n __ _ _-__ _,are prev112261 ii both r',jr T�
N to 1 v
E re Push Side a fh�ioaaraoalarch `) 11;T
iaaa Cj ��
no JIM
W`y �� 0mw� fs,
\� N� 24 min i E
-- - base zm 6,0 �' o
izmin 3smin iin (a) @)FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH -- -
(b)T-Shaped `lJjr,J �s�4�
(a)Circular 305 3o5
(g)Latch
roach, FIG. 404.2.3.2
FIG. 304.3 SIZE OF WHEELCHAIR TURNING SPACE MANEUVERING CLEARANCE AT z
y 305 Clear Floor Space x 405 Ramps p p MANUAL SWINGING DOORS
308.3 Side Reach. E a E' •Q c
w 305.2 Floor Surfaces. Floor surfaces of a turning space shall comply with Section 302. Changes in level are not 405.2 Slope. Ramp rum shall have a running slope greater than 1:20 and not steeper than 1:12. = o
permitted within the turning space. 308.3.1 Unobstructed. Where a clear floor space = m 0
complying with Section 305 allows a parallel approach to an 405.3 Cross Slope. cross of ram runs shall not be steeper than 1:48. z d M d
D(CfP110N:Slopes not steeper than 1:48 shall be permitted. IL: p ape P �
element and the edge of the clear floor space is 10 inches V
N305.3 Size. The clear floor space shall be 48 inches(1220 mm)minimum in length and 30 inches(760 mm)minimum (255 mm)maximum from the element,the high side reach 1o2ss 405.5 Clear Width.The clear width of a romp run shall be 36 inches(915 mm)minimum.Handrails and handrail supports that z =m
in width. shall be 48 inches(1220 rum)maximum and the low side FIG. 308.3.1 are provided on the romp run shall not project into the required clear width of the romp run. d
a reach shall be 15 inches(380 mm)minimum above the UNOBSTRUCTED SIDE REACH w
N 305.4 Knee and Toe Clearance. unless otherwise specified,clear floor space shall be permitted to include knee and floor. 405.6 Rise. The dse for any ramp run stall be 30 inches(760 mm)maximum. 0 3
toe clearance complying with Section 306.
48 min
1226 308.3.2 Obstructed High Reach.Where a clear 405.7 Landings. Ramps shall have landings at bottom and top of each ramp run.Landings shall comply with 405.7.
Lv
60min 60 min 60 min
Floor space campMng with Section 305 allows a parallel 8 525 +525 +525approach to an element and the high side reach is over anobstruction,the height of the obstruction shall be 34 inches
�s�,cle
ramp run landing =ramp
1 1 E (865 man)maximum above the Floor and the depth of the landing o
O ) obstruction shall be 24 inches(610 mm)maximum.The 10 max at 1�1 as ramp run
(a) 2ss
M high side reach shall be 48 inches(1220 mm)maximum (a) (b)
above the floor for a reach depth of 10 inches(255 man) straight change indirection � C0
L J maximum.Where the reach depth exceeds 10 inches(255 FIG. 405.7 RAMP LANDINGS z Z
FIG. 305.3 SIZE OF CLEAR FLOOR SPACE mm),the high side reach shall be 46 inches(1170 mm) x o ¢ W
306 Knee and Toe Clearance maximum above the floor for a reach depth of 24 inches , 405.7.1 Slope. Landings shall have a dope not steeper than 1:48 and shall comply with Section 302. > z J W
s (610 mm)maximum. ' M z z 0 Q
w 306.1 General. Where space beneath an element is included as part of clear floor space at an element,clearance at an uJ ¢
element,or a turning space,the space shall corn with Section 306. Additional space shall not be prohibited beneath an 405.7.2 Width. Clear width of landings shall be at least as wide as the widest ramp run leading to the landing. LL w �
o n9 Pa W Ph W P IXCEPflON:At washing machines and clothes dryers,the } of Z
element but shall not be cons dered as part of the clear floor space or turning space. height of the obstruction shall be permitted to be 36 b >10-24 max w 00 0 d
3 min () 255-6,0 405.7.3 Length. Landings shall have a clear length of 60 inches(1525 rum)minimum. W
m zos inches(915 man)maximum above the floor. Lu X 0 U
x FIG. 308.3.2 OBSTRUCTED x w w LLJ
° HIGH SIDE REACH 405.7.4 Change in Direction. Ramps that change direction at ramp landings shall be sized to provide a turning space F o L9 }
-- complying with Section 304.3. = 0 a U J
405.7.5 Doorways. Where doorways are adjacent to a ramp landing,maneuvering clearances required by 404.2.3 and 404.3.2 L _¢ 0 ano ILLQ _
shall be permitted to overlap the required landing area. Where a door that is subject to locking is located adjacent to a romp 3 0
1F landing,the landing shall be sized to provide a turning space complying with Section 304.3. 0 U)
LIJ
en" 405.8 Handrails. Ramp runs with a rise greater than 6 inches(150 rum)shall have handrails complying with 505. 0 U
�Illccc Q
> 6
c ax E25
ma.
so 07-25
p 436-635 635
FIG. 306.2 FIG. 306.3
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GA-2
®Sc6nabel Engineering 2016 All Rights Reserved

GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM IN A117.1-2009
405.9 Edge Protection. Edge protection complying
n 505.5 Clearance. Clearance between handrail gripping surface and adjacent surfaces shall be
with 405.9.1or 405.9.2 shall be provided on each side 12 min 1z min 1-1/2 inches (38 mm) minimum. 604 Wafer CIOSCfS and TOIIef Compartments
Of romp runs and at each side of ramp landings. 1/min 604.2 Location. The water closet shall be located with a
\ wall or partition to the
405.9.1 Extended Floor or Ground m ti mar and to one side.The centerline of
38 m
$UrfaCe.The floor surface of the romp run or FIG. 405.9.1 EXTENDED c the water closet shall be 16 inches(405 ram)minimum to 18 d
SURFACE EDGE PROTECTION inches(455 mm)maximum from the side wall or partition.
romp landing shall extend 12 inches(305 mm) FIG. 505.5 HANDRAIL CLEARANCE FIG. 505.6 HORIZONTAL Water closets located in ambulatory accessible compartments 16-18
minimum beyond the inside face of a handrail PROJECTIONS BELOW GRIPPING SURFACE specified in 604.9 shall have the centerline of the water closet 405455
complying with 505. 11 inches 430 mm minimum and 19 inches 485 mm accessible water closets
505.E Gripping Surface. Gripping surfaces shall be continuous,without interruption by newel posts,other constriction elements ( ) ( )
405.9.2 Curb or Barrier. A curb 44 or obstructions. maximum from the side wall or partition. FIG. 604.2
complying with Section 405.9.2.1 or a barrier �f °° WATER CLOSET LOCATION
PM 9 505.7.1 CIfCUIar Cross Section. Handrails with a circular cross section shall have an outside diameter of 1 1/4 inches 604.3.1 Clearance Width. Clearance around a water
complying with Section 405.9.2.2 shall be Curb(a) doset shall be 60 inches(1525 mm)minimum in width, ❑ >
provided (32 ram)minimum and 2 inches(51 ram)maximum. measured perpendicular from the sdewall 0
Barrier prevents
405.9.2.0 Curb.A Garb shall be a passage of a inch 505.8 Surfaces. Handrails,and an wall or other surfaces adjacent to them,shall be free of ant sharp or abrasive elements. Depth. o' u
y 1 m 604.3.2 Clearance clearance around the p
minimum of 4 inches 100 mm in height, (100 ram)sphere witha r
( ) 9 a a portion within 4 Edges shall be rounded. z
any P water closet shall be 56 inches(1420 mm)minimum in
405.9.2.0 Barrier. Barriers shall be 00 inch(100 mm)of depth,measured perpendicular from the rear wall. o w z
floor. 505.9 Fittings. Handmis shall rat rotate within their fittings. 12 min 3°5 L so min o w
constructed so that the bomer prevents the Barrier(b) 12 min w
passage of a 4 inch(100 mm)diameter FIG. 405.9.2 505.10 Handrail Extensions. Handrails shall extend a5 6
FIG. 604.3 SIZE OF z
sphere,where any porton of the sphere is RAMP EDGE PROTECTION beyond and in the some direction of stair flights and ramp ❑ CLEARANCE AT WATER CLOSET 3 d
within 4 inches(100 ram)of the floor. runs in accordance with 505.10. ❑ nc16
504 Stairways 604.3.3 Clearance Overlap.The required clearance around the water closet shall be permitted to overtop the water closet, o - "
Y 505.10.1 Top and Bottom Extension at �� o ma o
associated grab bars,paper dispensers,sanitary napkin receptacles,coal hooks,shelves,accessible routes,clear floor space at
Ramps. Ramp handrails shall extend farizontaly above other fixtures,and the tumin s ace.No other fixtures or obstructions shall be located within the required water closet clearance. m w 'a
504.2 Treads and Risers.NI steps on a flight of stairs shall have uniform riser height and uniform tread depth.Risers shall 9 P re9 a w
be 4 inches 100 mm minimum and 1 inches 180 mm maximum in height.Treads shall be 11 inches 280 mm minimum in depth. the landing 12 inches(305 ram)minimum beyond the top FIG. 505.10.1 TOP AND BOTTOM 1
( ) ( ) 9 ( ) eD
and bottom of romp runs.Extensions shall return to a wall, HANDRAIL EXTENSIONS AT RAMPS 604.4 Height. The height of water closet seals shall be 17 inches(430 ram)minimum and 19 inches(485 ram)maximum above
504.3 Open Risers.Open risers shall not be permitted. guard,or floor,or shall be continuous to the handrail of an the floor,measured to the top of the seat.Seats shall not be sprung to return to a lifted position.
adjacent romp run.
504.4 Tread Surface. Stair treads shall comply with Section 302 and have a slope not steeper than 1:48. 604.5 Grab Bars.Grab bars for water closets shall comply with 609 and shall be provided in accordance with 604.5.1 and ��CT�N/n�^
505.10.2 Top Extension at Stalls. At the top of a stair flight,handrails shall extend horizontally above the landing for 12 604.5.2.Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. r o U�
inches(305 mm)minimum beginning directly above the landing nosing.Extensions shall return to a wall,guard,or the landing w �.
504.5 NOsjngs.The radius of curvature at the leading edge of the tread shall be 1/2 inch(13 mm)maximum.Nosings that m a o- O
surface,or shall be continuous to the handrail of an adjacent stair flight. 604.5.1 Fixed Side Wall Grab Bars. Fixed side wall grab bars shall be 42 inches(1065 mm)minimum in length,located o w--
project beyond risers shall have the underside of the leading edge curved or beveled.Risers shall be permitted to slope under the 12 inches(305 ram)maximum from the rear wall and extending 54 inches(1370 ram)minimum from the rear wall. In addition,a p °„°w of w
tread at an angle of 30 degrees maximum from vertical.The permitted projection of the nosing shall be 1 1/2 inches(38 mm) 12 min s1 z r u a o
maximum over the had or floor below. 305 vertical grab bar 18 inches(455 mm)minimum in length shall be mounted with the bottom of the bar located between 39 inches d� o m z
1%max v max (990 mm)and 41 inches(1040 mm)above the floor,and with the center line of the bar located between 39 inches(990 mm)
radius''/z max typical 3a 38 30°ma
,a and 41 inches(1040 ram)tram the rear wall.
x x `�
39 41 z
o (a) (b) (c) (d) eao-loco 36 min
F radius of tread edge curved nosing beveled nosing angled riser 24 min 915 12 min /1 -
z. (typical for all profiles) ,a° o
-64 min 5+° � 305 C
FIG. 504.5 STAIR NOSINGS nee:x=eeaddenm 12 max @� w My
.
18 504.E Handrails. Stairs shall have handrails complying 505.10.2 FIG.505.10.3 42 min
TOP HANDR
ng with 505. AIL DMSIONS AT STAIRS BOTTOM HANDRAIL EXIQISION AT STAIRS 1- e z H M
505.10.3 Bottom Extension at Stairs.At the bottom of a stair flight,handrails shall extend at the slope of the stair , , $ _ R a>
504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of M m$ $ M V a
- flight for a horizontal distance equal to one tread depth beyond the bottom tread nosing.Extensions shall return to a wall,guard, f w z o m
U water or the landing surface,or shall be continuous to the handrail of an adjacent stair flight v• a
4 505 Handrails 603 Toilet and Bathing Rooms 3 y
a 9 FIG. 604.5.1 SIDE WALL GRAB FIG. 604.5.2 REAR WALL GRAB 0
505.1 General. Handrails required 4 Section 405.8 for ramps,or Section 504.6 for stairs,shall comply with 505. BAR FOR WATER CLOSET BAR FOR WATER CLOSET
603.2.1 Turning Space.A turning space complying with 304 shall be provided within the room. The required turning space
Advisory 505.1 General. Handrails are required on ramp runs with a rise of more than 6 inches(150 mm)(see Section 405.8) shall not be provided within a toilet compartment.
= and accessible stairways(see Section 504.6). Handmis are rat required on curb ramps even when a curb is greater than 6 inches 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches(915 ram)minimum in length,and extend from the
(150 ram)in height(see Section 406.9). Handrails are not required on walking surfaces with running slopes less than 120(see the 603.2.2 Door Swing. Doors shall not swing into the clear floor space or clearance for any fixture. oenedine of the water closet 12 inches(305 mm)minimum on the side closest to the wall,and 24 inches(610 mm)minimum on the
definition for'tam In Section 106.5 However,handrails must corn with Sections 505.4 through 505.9 see Section 403.6 when transfer side.
w P )• Ply 9 ( ) EXCEPTION: Where the room is for individual use and a clear floor space complying with Section 305.3 is provided within the
they are required in corridors(e.g.,nursing homes or hospitals). room beyond the arc of the door swing,the door shall not be required to comply with Section 603.2.2. 604.6 Flush Controls. Flush controls shall be hand operated or automatic.Hand operated flush controls shall comply with 309.Flush
a controls shall be located on the open side of the water closet. C0
< 505.2 Location. Handrails shall be provided on both sides of stairs and ramps. 603.3 Mirrors.Where mirrors are located above lavatories,a mirror shall be located over the accessible lavatory and shall be H
mounted with the bottom edge of the reflecting surface 40 inches 1015 mm maximum above the floor. Where mirrors are located Z Z
9 9 ( ) 604.7 Dispensers.Toilet paper dispensers shall comply with 309.4. Where the dispenser is located above the grab bar,the outlet of O W
505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run.Inside handmils on above counters that do not contain lavatories,the mirror shall be mounted with the bottom edge of the reflecting surface 40 inches
the dispenser shall be located within an area 24 inches(610 mm)minimum and 36 inches(915 mm)maximum from the rear wall. ¢ 2E
6 switchback or dogleg stairs and romps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 1015 mm maximum above the floor. >
and 307 ( ) Where the dispenser is located bclow the grab bar,the outlet of the dispenser shall be located within an area 24 inches(610 ram) O z z J W
w EXCEPTION: Other than within Accessible dwelling or sleeping units,mirrors are not required over the lavatories or counters if a minimum and 42 inches(1065 mm)maximum from the rear wall. The outlet of the dispenser shall be located 18 inches(455 mm) w a O
505.4 Height.To of gripping surfaces of handmils shall be 34 inches 865 mm minimum and 38 inches 965 mm maximum mirror is located within the same toilet or bathin room and mounted with the bottom edge of the reflecting surface 35 inches minimum and 48 inches(1220 mm)maximum above the floor. Dispensers shall comply with Section 609.3.Dispensers shall not be of a
9 P 9 PP 9 ( ) ( ) 9 9 9 >- O 0
vertically above stair nosings,ramp surfaces and walking surfaces.Handrails shall be at a consistent height above stair nosings,ramp (890 mm)maximum above the floor. type that control delivery,or do at allow continuous paper flow. W U O I- W
surfaces and walking surfaces. 48 max 36 max 36 max uJ W
0 603.4 Coat Hooks and Shelves.Coat hooks shall be located within one of the reach ranges specified in 308.Shelves shall 0 0 � m 24 min 2a min v 3 uJ 1-- �
e located 40 inches(1015 mm)minimum and 48 inches(1220 mm)maximum above the finish floor. za min N�s 5,° 5,° ¢ O E
b
f eao 7 s ® � = fit LLI
m� = Oa (, J
w a LL / W L Q O
M e E @ LLO Q
m
��i
w�a) (b) (c) cal W
x U
- _stairs ramps walking surfaces (a)Protruding Dispenser (b)Protruding Dispenser (c)Recessed Dispenser O (�
Below Grab Bar Above Grab Bar Q
FIG. 505.4 HANDRAIL HEIGHT
0
0
a
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
C GA-3
O Schnabel Engineering 2016 All Rights Reserved

GENERAL ACCESSIBILITY REQUIREMENTS - COMMON AND PUBLIC AREAS EXCERPTS FROM IN A117.1-2009
FIG. 604.7 DISPENSER LOCATION
604.9.2.1 Wheelchair Accessible Compartments Minimum Area.The minimum area of a wheelchair accessible
compartment shall be 60 inches(1525 mm)minimum in width measured perpendiculcr to the side wall,and 56 inches(1420 mm)
minimum in depth for wall hung water closets,and 59 inches(1500 mm)minimum in depth for Floor mounted water closets
measured perpendicular to the rear wall.The minimum area of a wheelchair accessible compartment for primarily children's use shall
be 60 inches(1525 mm)minimum in width measured perpendicular to the side wall,and 59 inches(1500 mm)minimum in depth o
for wall hung and Floor mounted water closets measured perpendicuar to the mar wall.
U
Ee
__ rc
0.
- al
N
60 min 60 min � �
0
(a)wall hung water closet-adult (b)floor mounted water closet-adult o
and children's water closet
FIG. 604.9.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS >pzw
604.9.3 Doors.Toilet comportment doors,including door M ° N
hardware,shall comply with 404 except 0 the approach a to the 0 �� c ma o
latch side of the compartment door clearance between the door 2 - '1 e<a
side of the stall and any obstruction shall be 42 inches(1065 _ `s a max or ss min a w
3
mm)minimum. The door shall be self-closing.A door pull a s oo ago - _ N
complying with 404.2.6 shall be placed on both sides of the door °
near the latch.Toilet comportment doors shall not swing into the
required minimum area of the compartment E_ .E o ��CT*Ab
604.9.3.1 Door Opening Location.The farthest edge alternate v _, J
r O^ �?
of toilet compartment door opening shall be boated in the ocation �� W a^
moo. ,
front wall or partition or in the side wall or partition as 0 m w
required by table 604.9.3.E o~o
o cc
604.9.4 Approach.Wheelchair accessible compartments shall be arranged for left-hand or right-hard approach to the water closet IJjDU.SSP
608 Shower Compartments 36
a,s
Z
N 608.2.1.1 Transfer—Type Shower Compartments Size. bac all
z. Transfer-type shower compartments shall have a clear inside dimension of w E
36 inches(915 mm)in width and 36 inches(915 mm)in depth,
a measured at the center point of opposing sides.An entry 36 inches(915 seat control M" = z a
wall P
rem)minimum in width shall be provided. wall d
�ngo
N 608.2.1.2 Clearance. A clearance of 48 inches(1220 mm) w c
minimum in length measured perpendicular from the control wall,and 36 O E" a y
Ninches(915 mm)minimum in depth shall be provided adjacent to the 3
open face of the compartment as min L 0
�zz�r
608.2.1.3 Seat. A folding or non-folding seat complying with section
610 shall be provided on the wall opposite the controll wall.
611 Washing Machines and Clothes Dryers
< E" C/)
611.2 Clear Floor Space.A clear floor space complying with 305,positioned for w Z Z
parallel approach,shall be provided. For tap loading machines,the clear floor space shall
O W
be centered on the appliance. for front loading machines,the centerline of the clear floor top loading
o space shall be offset 24 inches(610 mm)maximum from the centerline of the door 00 Z Z J W
Uopening. �-_" W (D
611.3 Operable Parts. operable parts,including doors,lint screens,and detergent and W O p d
beach compartments,shall comply with 309. W W o U
x = W w W
611.4 Height.Top loading machines shall have the door to the laundry compartment 36 (b) O " ~ }
front loading = d w =
inches(915 mm)maximum above the floor.Front loading machines shall have the bottom = O a U J
wof the opening to the laundry compartment 15 inches(380 mm)minimum and 36 inches vo ¢ Flo l m
(915 mm)maximum above the floor. g Q
O U)
LU
o U
Q
a
0
0
b
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GA-4
0 Schnabel Engineering 2016 All Rights Reserved

DOOR SCHEDULE ® DOOR AND RELIGHT REMARKS DOOR AND RELIGHT GENERAL NOTES WINDOW TYPES O
FRAME DOOR SORTING AND SRAWNING 1. PROVIDE CLEAR INSULATED (DOUBLE GLAZED)TEMPERED GLASS. A. ALL FRAMES, DOORS AND HARDWARE TO BE INSTALLED PER ALL
gg FACILITY DOORS U-VALUE PER IECC ENVELOPE CALCULATIONS. APPLICABLE BUILDING CODES AND PER MANUFACTURER'S
NO. DESCRIPTION 3 134 3-0'z 7-8' I-3/4' o ALUM. F.F. ALUM. F.F. - 1 1.2, 2• ALUMINUM STOREFRONT ENTRY WITH FACTORY FINISH (F.F.) INDUSTRIAL SPECIFICATIONS.
MAIN ENTRY 3,a COATING (MILL FINISH, OWNER TO SELECT). STOREFRONT SUPPLIER TO B. ALL STOREFRONT HARDWARE TO BE PER STOREFRONT MANUFACTURER /
HATCHERY 3'-o x 7'-0' 1 2 PROVIDE COMPLETE SUBMITTAL INCLUDING HARDWARE TO OWNER FOR VENDOR. o 0
135 STIR LANDING 1-3/4' P ALUM. F.F. ALUM. F.F. - 1 C. SUBMIT ALL DOOR, FRAMES AND HARDWARE PROPOSALS TO THE OWNER AXED
BUILDING DOORS ENTRY 3,4 REVIEW' o ' 3/GA-7
3. PROVIDE COMPLETE WEATHER SEAL. PROVIDE ALL REQUIRED FLASHING FOR REVIEW.
101 3'-0'z IRY 1-3/4' A ALUM. F.F. ALUM. F.F. - 1 1.2• 6'-O'x 10'-0' D. DOOR HARDWARE TO BE SATIN CHROME FINISH OR AS APPROVED BY
MAIN ENTRY 3,4 136 STORAGE OVERHEAD 1-3/4' M STEEL F.F. STEEL F.F. 3 AND CAULKING TO COMPLETE A WEATHER TIGHT SYSTEM. nl N
DOOR 4. PROVIDE ICC-ANSI /ADA COMPLIANT THRESHOLD. OWNER.
OFFICE / - 8 137 1-3/4' D HM PAINT PALM - 2 E. ALL DOOR HARDWARE TO BE ICC-ANSI ADA COMPLAINT. ALL w
102 3'-0'z 7'-0' 1-3/4' B HM PAINT SC PAINT 5 6'7, S-O"z 7'-0° INSUL 3,4, 5. PROVIDE ADA/ICC-ANSI APPROVED ACCESSIBLE TACTILE RESTROOM /
SPAWNING EXTERIOR HM 7 SIGN WITH PICTOGRAM AND BRAILLE. MOUNT SIGN ON WALL ADJACENT HANDSETS TO BE ADA/ ICC-ANSI APPROVED LEVER STYLE HANDLES. M M
ALL THRESHOLDS TO BE ADA ICC-ANSI COMPLIANT. 1ST.F.F. 1ST.F.F.
3'-0'z 7'-0' s,7, TO LATCH SIDE OF DOOR, TOP OF SIGN TO BE +60"A.F.F. MAX. /
1Q3 1-3 4 C HM PAINT SC PAINT - 5 3'-0'z 7'-0' INSUL 3,4, A ALUMINUM B ALUMINUM
CONE./BREAKUOM / e 138 UTILITY EXTERIOR I-3/4' D HM PAINT HM PALM - 2 7 6. PROVIDE SAFETY GLAZING WITHIN 2'-0"OF ADJACENT DOOR JAMB. F. "HM" FRAMES TO BE ONE PIECE WELDED HOLLOW METAL FRAME STOREFRONT FIXED STOREFRONT FIXED
3'-0'z 7'-0' INSUL 3,4, 3'-0'z 7'-0' 7. HOLLOW METAL FRAME. (STEELCRAFT OR CURRIES), FACTORY PRE-PRIME AS REQUIRED. 4'-0'
104 1-3/4' D HM PAINT PAINT - 2 139 FORMAUN STORAGE 1-3 4 D HM PAINT INSUL PAINT - 2 3•a• $, INSTALL SOUND SEAL GASKET. PROVIDE CAULKING AT WALL AS REQUIRED. SPRAY PAINT 2 FINISH 2�
HALLWAY EXTERIOR HM 7 EXTERIOR /• HM 7 ( ) 4'-0„
COATS SEMI-GLOSS. PROVIDE SILENCERS. 2�
3•_0•z p_p• 7'-10'z 10'-0' c�
105 STORMS 1-3/4' E HM PAINT SC PAINT - 4 7,8 140 FORMAUN STORAGE 1-3/4' N STEEL F.F. STEEL F.F. - 3 G. WOOD FRAMES TO BE PAINT GRADE FINISH. FRAME TO BE SOLID
OVERHEAD DOOR STOCK WOOD OR COMPOSITE MATERIAL WITH PANTABLE SURFACE.
3'-0"X 7'-0' H. "SC HB" (SOLID CORE HARDBOARD) TO BE PAINT GRADE DOOR (FLUSH 7 GA- o d M
106 1-3/4' E HM PAINT SC PAINT - 4 7,8 c�
ELECTRICAL OR PANEL PER DOOR TYPE).
107 3'-0"z 7'-0' 1-3/4' E HM PAINT SC PAINT - 7 5,7, DOOR TYPES I. DOOR ABBREVIATIONS: ALUM. = ALUMINUM; ANOD. = ANODIZED; HB = zV ? N uO o rc
RESTROOAI 8 HARDBOARD; HC = HOLLOW CORE; HM = HOLLOW METAL; INUL. = o Fs o
6'-4" INSULATED; SC = SOLID CORE; FF = FACTORY FINISH; WD = WOOD. I
S-O'z 7'-0' „ 5'-6" 6'-4" co co " u z
108 1-3/4' E HM PAINT SC PAINT - 4 7,8 "3'-0"2" 2'-10" J. FOR TYPICAL GLAZED EXTERIOR DOORS PROVIDE U-VALUE PER IECC ISE F.F. 1ST.F.F. mrc w
unlm/sroRACE „ "3'-0"2" ENVELOPE CALCULATIONS, a
2" 2'-0"2"3'-0"2" "3'-0"2" 2'-10" C ALUMINUM STOREFRONT D ALUMINUM STOREFRONT We z
3'-0"z 7'-0' INSUL 3,4, N N K. PROVIDE SAFETY GLAZING AT ALL HAZARDOUS LOCATIONS AS REQUIRED HORIZONTAL SLIDER HORIZONTAL SLATER oote
_ o
109 1-3/4' D HM PAINT PAINT - 2
HALLWAY 7'-0'OR HM 7 / BY 2018 IBC 2406. 4'-$" 4�g° 2 kt 95
3'-0'z T-o' N L. DOOR SURFACES WITHIN 10 INCHES OF FLOOR SHALL BE SMOOTH ON2 s`o
110 MUD ROOM MAIN 1-3/4' D HM PAINT INSUL PAINT - 2 3•4, / THE PUSH SIDE OF THE DOOR FOR THE FULL WIDTH OF DOOR. NO m= -w
ENVY DOOR STOPS OR HOLDERS SHALL BE INSTALLED ON THE PUSH SIDE OF w
3'-0'z 7'-0' I o N N"o $o iv "o TEMP. -
INSUL 3,4, I °O DOOR.
111 MUD ROOM 1-3/4' D HM PAINT PLANT - 2 ao co TEMP. TEMP. I I I TEMP. I co o 0
EXTERIOR HM 7 `o ;� ;� `o '1 Gk1I M. PROVIDE 3/4" DOOR UNDER CUT, TYPICAL.
3'-0'z 7'-0' 1 6 1/GA 6 5 6 4 6 4 6 5 GA 6
SM, / \ "I' N. ALL DOOR HARDWARE TO BE MOUNTED NO HIGHER THAN 48" A.F.F. o t GA-7 0
112 MUD INCUBATION TO 1-3/4' G HM PAINT SC PAINT - 4 7,8 - j .\ ;.,s 11J 61 ro 1
(2)3'-0'z T-0' INSUL 3,4, M 15 G HARDWARE SCHEDULE N ^ " /I `�tCo�'�w
113 FORMAIJN STORAGE 1-3/4' F HM PAINT HM PAINT - 6 7 4� N �v
EXTERIOR O MAIN ENTRY O HOLLOW METAL FRAME OC HOLLOW METAL FRAME OD EXTERIOR INSULATED Group#1 Main Entry Door ih ih W 7 a^
3'-0'z 7'-0' ALUMINUM STOREFRONT WITH SIDELIIE WITH SIDlL1E METAL p y O w m
114 FORMAUN TO 1-3/4' G HM PAIM SC PAIM - 4 7,8 Count Description 15T.F.F. 2ND.F.F. W.
w
INCUBATION 3 4.5"butt hinges E ALUMINUM STOREFRONT F ALUMINUM STOREFRONT 0 O o O
3'-0"z 7'-0' CASEMENT CASEMENT
115 INCUBATION 1-3/4' D HM PAINT INSUL PAINT - p 3,4, 12'-O" 1 closer
EXTERIOR HM 7 $'-O" M 1 lever set,entrance function 2�
Ell z 6'-0' "3'-0"2" 6-4" "3'-0"2" 1 weather seal �'TJr -
116 INCUBATION 1-3/4' H STEEL F.F. STEEL F.F. - 3 1 accessible threshold
ROLL-UP DOOR "3'-O" 3'-O"2"
3'-0"z 7'-0' INSUL 3,4, Group#2Typical Exterior Door W Z
117 1-3/4' D HM PAINT PAINT - 2 .v
CHILLER EXTERIOR / HM 7 N %a N o I Fl%m ~
% \ m / Count Description "o c _
0 12'-0'z 10'-0" n / '71116 c3� is of 3 4.5"butt hinges i 3 GA-7.1 i I Fl%m w - O
118 CHILLER OVERHEAD 1-3/4' STEEL F.F. STEEL F.F. - 3 // j/ AT 0 1 closer i� N i� `� 3 GA-7.1 w `'
DOOR iI "o N "o N "o TEMP. 1 lever set,entrance function z T m
a (2)3'-0'x 7'-0' I I I I I
w 119 GENERATOR 1-3/4' F HM PAINT INSUL PAINT - 6 7 4 ^ ^ \4 GA 6 ^ ^ \ / ^ ^ \ GA 6 1 weather seal i1 N U, rn N
EXTERIOR I \ in sue, 0 1 accessible threshold V Z ..a
03
(2)3'-0'z 7'-0' 4\ m 2ND.F.F. 2ND.F.F.
INSUL 3,4, 4 GA• .1 ih
120 ELECTRICAL 1-3/4' F HM PAIM PAIM - 6 \ / \ Grou #3 Overhead Coilin Door =
EXTERIOR HM 7 I p g G ALUMINUM OH ALUMINUM - y
Count Description STOREFRONT FIXED STOREFRONT FIXED
SHOP & STORAGE Manufacturer's standard coilind door operator,track,and controls. 0 0
OE INTERIOR STUD O EXTERIOR INSULATED OG INTERIOR S HO INSULATED METAL O INSULATED METAL v
BUILDING DOOR CORE WOOD HOLLOW METAL DOOR CORE WOODD ROWING SERVICE WINDOW UWU SERVICE DOOR IVerify all requirements with Owner. 2
3'-0"z 7'-0'
121 FREEZER ROOM 1-3/4' D HM PAINT PAINT PAINT - 2 3,4,
HM 7 Group#4 Typical Interior Storage Room Door
EXTERIOR csl
1$'-D" Count Description 1
122 FREEZER z 6'-6' 8 3 4.5"butt hinges N N 3 GA-7.
F 10'-0" 8'-0" 1 closer o
10'-0'z 10'-0' 1 lever set,classroom function i i
0 123 FREEZER OVERHEAD 1-3/4' J STEEL F.F. STEEL F.F. - 3 c�
12 DOOR 1 sound seal at head and jam bs N
it 3'-0"z 7'-0'
a 124 VEHICLE BAY 1 1-3/4' D HM PAIM INSUL PAINT - 2 3'4• Group#5 Typical Interior Office Door ur,
EXTERIOR Count Description Z J
w 18'-0'z 12'-0' 0 2ND.F.F. O_
3 4.5"butt hinges
0 125 VEHICLE BAY 1 1-3/4' K STEEL F.F. STEEL F.F. - 3 I O F Q
OVERHEAD DOOR o N o 1 lever set,office function ALUMINUM
I I STOREFRONT FIXED > ~
0 IV-0'z 12'-0' o 0 1 sound seal at head and jambs O
w 126 VEHICE BAY 2 1-3/$ K STEEL F.F. STEEL F.F. - 3 1 wall or floor stop as required W Q O Q 0
°�"�°DOOR WINDOW GENERAL NOTES W
3'-0'z 7'-0' INSUL 3,4, Group Exterior Double Doors } Of
i 127 VEHICLE BAY 2 1-3/4' D HM PAINT HM PAINT - 2 7 Count Description W O 0
3 EXTERIOR p 1. VERIFY WITH OWNER FOR ALL WINDOW TYPE CONSTRUCTION. p
3 4.5"butt hinges,each leaf CONTRACTOR PROVIDE OWNER SUBMITTALS FOR REVIEW PRIOR TO W LU o U
x 3'-0'z 7'-0' = W 0 W z
0 128 VEHICLE BAY 2 TO 1-3/4' E HM PAINTSC PAINT - 4 7,8 1 lever set,storeroom function on one leaf CONSTRUCTION. O 3: 9
SHOP 1 interior flush bolts on other leaf 2. SEE BUILDING ENVELOPE ENERGY CODE COMPLIANCE FOR MINIMUM ¢ �
10'-0'z 10'-0" O INSULATED METAL O INSULATED METAL O INSULATED METAL = d W =
1 wall or floor stop U-FACTOR RATING. MINIMUM U-VALUE AND MINIMUM SOLAR HEAT O a
�+ 129 SHOP OVERHEAD 1-3/4' J STEEL F.F. STEEL F.F. - 3 ROLLING SERVICE DOOR ROWING SERVICE DOOR ROWING SERVICE DOOR 1 weather seal = 2 d U
w DOOR GAIN COEFFICIENT (SHGC). U) a O 2' z
o 1 accessible threshold LL p O Q
a 130 3'-0'z 7'-0' 1-3/4' D HM PAINT INSUL PAINT - 2 3.4• 8'-0" 1 latch guard 3. ALL ALUMINUM STOREFRONT WINDOWS TO BE MILL FINISH COLOR. � — Q
Q SHOP EXTERIOR HM 7 " VERIFY COLOR WITH OWNER. O 12'
6'-0" 10'-O" " S-T 2" 2'-2' "2'2' S'-4„ 00 0
3'0"z 7'0' 1-10 S-T 2 Group#7 Restroom Door 4. ALL OPERABLE WINDOWS TO BE PROVIDED WITH REMOVABLE INSECT x
i 131 SHOP TO STORAGE 1-3/4' E HM PAINT SC PAINT - 4 7,8 Count Description SCREEN. O 0
6'-D'X ID'-D' N :a N 3 4.5"butt hinges 5. ALL WINDOWS TO BE INSTALLED PER MANUFACTURER REQUIREMENTS
m 132 STORAGE OVERHEAD 1-3/4' L STEEL F.F. STEEL F.F. - 3 j 3 \, 1 lever set,privacy function /SPECIFICATIONS. PROVIDE BUILDING WRAP, ICE-WATER SHIELD
o DOOR TEMPERED m TEMP 1 soundseaIatheadandjambs MEMBRANE, FLASHINGS, SEAANTS AND CAULKING AS REQUIRED TO
3'-0'z 7'-0' INSUL 3,4, o 0 0 � 1 wall orfloor stop as required FORM A WEATHER TIGHT SYSTEM.
a133 1-3/4' D HM PAINT PAINT - 2 1 o N
STORAGE EXTERIOR HM 7 ^ ^ ^^ TEMP TEMP i� TEMP' I 1 6. (T) = TEMPERED. PROVIDE SAFETY GLAZING AT ALL HAZARDOUS
7 TJ�,.1 7 GA 6.1 s GA6.1 s 1 " Group#8 Freezer Doors LOCATIONS AS REQUIRED BY 2018 IBC 2406.
$IM. SM. Count Description
a o Manufacturer's standard freezer door hardware
J�MPROJECT!DA592013.00Verify all requirements with Owner.
PROJECT: DA592013.00
DATE: 12/23/2020
Ivl INSULATED
SERVICE DOOR METALO ROLLING INSULATED
DOOR METAL O ALUMINMAIN UM STOREFRONTO AALLUMI UM IOR ENTRY
SHEET
GA 5
C Schnabel Engineenng 2016 All Rights Reserved

w2 DaERIOR
I
R-10 RIGID INSULATION
- WRAP JAMB W/GYPSUM BD. ARTIFICIAL STONE VENEER W2
SEALANT NOTE: DOOR PER SCHEDULE
SHIM AS REQUIRED. LANDING ON EXTERIOR SIDE
ALUMINUM STOREFRONT PRE-FINISHED METAL HEAD OF DOOR TO BE FLUSH W6 W6
SYSTEM PER SCHEDULEFLASHING,SEE 9/GA-7 WITH INTERIOR STAB AND o
TO HAVE A 2%MAX.SLOPE THRESHOLD TO BE _
FOR A MINIMUM DISTANCE Tt� DOOR PER SCHEDULE RELIGHT PER SCHEDULE a
HIGH MAX.WITH MIN. rc
- OF 5'-0'FROM DOOR. y
1:2 SLOPE
R HOLLOW METAL DOOR HOLLOW METAL WINDOW
FRAME PER SCHEDULE FRAME PER SCHEDULE
ADA COMMJAMB ALUMINUM THRESHOLD n
EXTERIOR L"��ARTIFMIAL
SEAL
SEALANT SHIM AS W/GYPSUM BD. SET IN MASTIC.
SHIM AS REQUIRED.
STONE VENEER 1 6
ALUMINUM SfOREFROM 1p'
SYSTEM PER SCHEDULE - . e „
rc
1 ALUM. STOREFRONT JAMB 2 ALUM. STOREFRONT HEAD DOOR THRESHOLD 4 HOLLOW METAL DOOR JAMB HOLLOW METAL WINDOW JAMB d
SCALE:3"=1'-0" AT HATCHERY BUILDING SCALE:3"=1'-0'• AT HATCHERY BUILDING SCALE:3"=1'-0" SCALE:3"=1'-0" AT HATCHERY BUILDING HEAD SIM. SCALE:3"=1'-0" AT HATCHERY BUILDING HEAD$IM. I
u0 �
^W z
G K
DnERIO
T
mK W
w1 Ig �_ ,u<
W2 1
. W7 W7 R-10 RIGID INSULATION �°
m
4'CMU VENEER l
yy 4'CMU VENEER STANDING SEAM METAL �s a
SIDING
PAINTED HOLLOW METAL SEALANT 1 o a L.'a
PAINTED HOLLOW MI_ FRAME PER SCHEDULE r- T r _z �+
FRAME PER SCHEDULEMASONRY FLASHING PRE-FINISHED METAL HEAD I o o e
DOOR PER SCHEDULE DOOR PER SCHEDULE DOOR PER SCHEDULE W/WEEPS AT 16'O.C. FLASHING,SEE 9/GA-7.
——— ———— MATCH METAL SIDING
COLOR.
---- ---
-— ——— ———— HOLLOW METAL DOOR STEEL ANGLE LINTEL PER� - ,;�,CT%
FRAME PER SCHEDULE STRUCTURAL DRAWINGS. �1
SEALANT 6" SEALANT /2 CJ ~ O
SEALANT
e
q EXTE�4R m<¢ O
SEALANT 4 PANEL JAMB TRIM ¢-`4
FINISHED END OF EXTERIOR HOLLOW METAL DOOR PAINTED
PER SCHEDULE �y Z F W.
ARTIFICIAL STONE VENEER STANDING SEAM METAL---- FRAME PER SCHEDULE DOOR PER SCHEDULE CrJ.'�? O O 0 ,
SIDING DOOR PER SCHEDULE Y��0 02-�AI
HOLLOW METAL DOOR JAMB 7 HOLLOW METAL DOOR JAMB HOLLOW METAL DOOR JAMB 9 HOLLOW METAL DOOR HEAD 10 HOLLOW METAL DOOR HEAD `A,(D J C
SCALE:3"=1'-0" AT HATCHERY BUILDING SCALE:3"=V-0" AT HATCHERY BUILDING SCALE:3"=1'-0" AT HATCHERY BUILDING SCALE:3"=V-0" AT HATCHERY BUILDING SCALE:3"=1'-O" AT HATCHERY BUILDINGOVERHEAD
A OVERHEAD INSULATED 11" COILING DOORUTATEDAL = INTERIOR
COILING DOOR. INSTALL 1" 1• h PER MANUFACTURERS q" W9 w m cJ
R PER MANUFACTURERS q ws w8 REQUIREMENTS. R�l4R z m
REQUIREMENTS. INTERIOR
w 4'CMU VENEER-- 4`CMU VENEER
V a
ttww z
Wg OVERHEAD INSULATED 4'CMU VENEER v 7 w u`,t
F STANDING SEAM METAL COIUNG DOOR. INSTALL 4'CMU VENEER a L
SIDING 4'CMU VENEER _ PER MANUFACTURERS T y
REQUIREMENTS.
"r PRE-FINISHED METAL HEAD 1- o R-10 HEADER INSULATION e
FLASHING,SEE 9/GA-7. I'''` - O — ——————————
MATCH METAL SIDING 1 I:-T,:� O PAINTED HOLLOW METAL
�'FIBER CEMENT TRIM AT FRAME PER SCHEDULE
COLOR- �'FIBER CEMENT TRIM AT HEAD AND JAMB TRIM,
1. HEAD AND JNAI TRIM, STEEL ANGLE LINTEL PER paM. DOOR PER SCHEDULE
PAINT. STRUCTURAL DRAWINGS
SEALANT 9"
MASONRY FLASHING
PLYWOOD SPACER —————— ————
PAINTED HOLLOW METAL W/WEEPS AT 16'O.C. ARTIFICIAL STONE VENEER
s FRAME PER SCHEDULE
PANEL JAMB TRIM ------------
< DOOR PER SCHEDULE — ——————— — 1 }'FIBER CEMENT HEAD& SEAVJNT 4
i EXTERIOR 12 JAMB TRIM,PAINT. -F/777777/ ARTIFICIAL STONE VENEER EXTERIOR O J
3 11 HOLLOW METAL DOOR HEAD 1 OVERHEAD COILING DOOR JAMB 1 OVERHEAD COILING DOOR HEAD 14
OVERHEAD COILING DOOR JAM 15 HOLLOW METAL DOOR JAMB
0SCALE:
a w
S SCALE:3"-V-" AT INCUBATION SCALE:1 1/2"=V-G' AT INCUBATION SCALE:1 1/2"=1'-0" AT INCUBATION SCALE:1 1/2"=V-0" AT INCUBATION SCALE:3"=1'-0" AT INCUBATION Z Z Q
CD
csi INTERIOR W8 w
i OVERHEAD INSULATED W O O O
3 COILING DOOR. INSTALL U
°m EXMOR PER MANUFACTURERS = W w- LLJ Z
a REQUIREMENTS. 1" O W
- T ¢ o �
R-10 RIGID INSULATION = a w =
u4'CMU VENEER W2 S 0 EC 0 pRADUIN slu Ln 2 0- U
a _ ARTIFICIAL STONE VENEER-- LL o 0 Q Q
0
°a
_ PRE-FINISHED METAL HEAD pOp Q
m PAINTED HOLLOW METAL FRAME FLASHING,SEE 9/GA-7. L 6X4)�'SILL,PAINT XO Q
z PER SCHEDULE MATCH META SIDING
COLOR.
DOOR PER SCHEDULE - 4'CMU VENEER ,I
a SEALANT Y2 1NTF<814R
———— ——— - ARTIFICIAL STONE
---
VENEER
SEALANT VENEER Wg
0
PAINTED HOLLOW METAL
PANEL JAMB TRIM q' FRAME PER SCHEDULE
EXTERIOR DOOR PER SCHEDULE
a STANDING SEAM METAL SIDING q PROJECT: DA592013.00
16HOLLOW METAL DOOR JAMB 17 HOLLOW METAL DOOR HEAD 1 OVERHEAD COILING DOOR SILL DATE:SHEET020
v `+SCALE:3"=1'-0" AT INCUBATION SCALE 3"=V-0" AT HATCHERY BUILDING 8 SCALE:3"=1'-0" AT INCUBATION
GA-6
0 Schaabel Engineering 2016 All Rights Reserved

OVERHEAD INSULATED
W4 14 COILING DOOR. INSTALL
PER MANUFACTURERS
OVERHEAD INSULATED OVERHEAD INSULATED 2X6 FRAME AS REQUIRED. REQUIREMENTS. "
COILING DOOR. INSTALL COILING DOOR. INSTALL 2 INTERIOR
PER MANUFACTURERS - PER MANUFACTURERS
REQUIREMENTS. 1• 32" "A REQUIREMENTS. T� 3Lt
Za OVERHEAD INSULATED d
1RIER14R W5 1 Wq I COILING DOOR. INSTALL
L-t PER MANUFACTURERS W3
2X6 WOOD FRAME 2X6 WOOD FRAME REQUIREMENTS.
O SOLID BLOCKING AT DOOR PER SCHEDULE
p HEADER o
°FIBER CEMENT TRIM AT �°FIBER CEMENT TRIM AT g
HEAD AND JAMB TRIM, HEAD AND JAMB TRIM, O ale u
PAINT. PAINT. HOLLOW METAL DOOR
FRAME PER SCHEDULE
2X6 FRAME AS REQUIRED. CMU WALL CONSTRUCTION.
IIIIIIIIIIIIIH
4,' 11111111111111
ARTIFICIAL STONE VENEER PANEL JAMB TRIM
------ — TOOLED JOINT—
J°FIBER CEMENT HEAD& FINISHED STONE END
JAMB TRIM,PAINT. rc
0
1 OVERHEAD COILING DOORJAMB Z OVERHEAD COILING DOOR JAMB OVERHEAD COILING DOOR HEAD HOLLOW METAL DOOR JAMB 5OVERHEAD COILING DOOR JAMB _
SCALE:1 1/2"=1'-0" AT CHILLER 2
SCALE:1 1/2"=1'-0" AT CHILLER SCALE:1 1/2,=1'-0" AT CHILLER SCALE:3"=V-0" AT SHOP AND STORAGE BUILDING HEAD SIM. SCALE'.3"=1'-0' AT SORTING AND SPAWNING FACILITY w
uo
w i
W11 INTERIOR W1 o rc
INTERIOR
W11 ••'. EXTERIOR EXTERIORm a m
a
• I.. .•';a ___ __ ____ __ O�O
W1 -.
F®rOVERHEAD INSULATED ° CMU WALL CONSTRUCTION. ARTIFICIAL STONE VENEER STANDING SEAM METAL1�6� aw�nn"`o
COILING DOOR. INSTALL CMU WALL CONSTRUCTION. SIDING. �i a
PER MANUFACTURERS T _
REQUIREMENTS. SEALANT a 4 a z v
PRE-FINISHED METAL HEAD SEALANT PRE-FINISHED METAL HEAD
O SHIM AS REQUIRED. ° a o o P
p FLASHING,SEE 9/GA-7 SHIM AS REQUIRED. FLASHING,SEE 9/GA-7
ALUMINUM STOREFRONT 2
SYSTEM PER SCHEDULE ALUMINUM STOREFRONT
SYSTEM PER SCHEDULE C
CMU WALL CONSTRUCTION. - - 1tCT94
GS~ w0¢n��d'
m O
ao
s sEAwTr __
SEALANT
1„ SHIM AS REQUIRED. O w
SULWT SHIM AS REQUIRED. m y a [J
4 SEALANT PANEL JAMB TRIM Z~—6
F9ERLQR ALUMINUM STOREFRONT ALUMINUM STOREFRONT p m Z
ARTIFICIAL STONE VENEER SYSTEM PER SCHEDULE EXTERIOR SYSTEM PER SCHEDULE
SIDING
SUM METAL `�1S111J �5`S�
6OVERHEAD COILING DOOR HEAD ALUM. STOREFRONT JAMB ALUM. STOREFRONT HEAD ALUM. STOREFRONT JAMB 1 ALUM. STOREFRONT HEAD f/�
SCALE:1 1/2"=V-0" AT SORTING AND SPAWNING FACILITY SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY SCALE'3'=1v-0' AT SORTING AND SPAWNING FACILITY SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY SCALE:3"=V-0" AT SORTING AND SPAWNING FACILITY /4)Z o
3 _ e
W4 EXTERIOR
w R-10 RIGID INSULATION U
Z
y W4 U R o co
F STANDING SUM METAL----_ _•'y d U
SIDING
E N
PAINTED HOLLOW METAL 3
a PAINTED HOLLOW METAL k- �y 8
FRAME PER SCHEDULE
FRAME PER SCHEDULE PRE-FINISHED METAL HEAD v
DOOR PER SCHEDULE FLASHING,SEE 9/GA-7.
DO DR PER SCHEDULE
MATCH METAL SIDING
COLOR.
SEALANT I SEALANT 8
SEALANT 1 4 EXTERIOR
4 PANEL JAMB TRIM PAINTED HOLLOW METAL
FINISHED END OF E6PEBIQR FRAME PER SCHEDULE
a ARTIFICIAL STONE VENEER STANDING SEAM METAL DOOR PER SCHEDULE
SIDING Z J
a
3 11 SCAHOLLOW METAL DOOR JAMB 12 HOLLOW METAL DOOR JAMB 1 "=HOLLOW METAL DOOR HEAD o }Q Z w
LE:3"=1'-0" AT SHOP AND STORAGE BUILDING SCALE:3"=1'-0" AT SHOP AND STORAGE BUILDING SCALE:3 V-0" AT SHOP AND STORAGE BUILDING W O
Q ❑
o 0
w
a Lj OO O
x w o Lu Z
=
� w
o ILL
Of
o a
= o 0- U ❑
a LL 00 Q Q
o of
O
o O
a
a
z
0
PROJECT: DA692013.00
DATE: 12/23/2020
SHEET
12
GA-6.1
0 Schaabel Engineering 2016 All Rights Reserved

WINDOW INSTALLATION SHIM AS REQUIRED
FULL FLASHING IS APPLIED BEFORE THE WEATHER RESISTANT BARRIER (WRB), NEXT THE WINDOW IS INSTALLED, I
THEN FLASHING IS APPLIED OVER THE FACE OF THE MOUNTING FLANGE AND THE WRB. STOREFRONT WINDOW w2 w1
SECTION A FRAME PER SCHEDULE
THROUGH wlNDow JAMB PAI MDF
PRE-FINISHED METAL SILL SILL AND APRON WRAP JAMB W/GYPSUM BD.
WRAP JAMB W/GYPSUM BD.
STEPS FLASHING PAN SEALANT
SEALANT
(D APPLY SILL FLASHING SHIM AS REQUIRED.
(2)APPLY JAMB FLASHING FULL WRAP FLASHING SHIN AS REQUIRED.
ALUMINUM STOREFRONT
APPLY HEAD FLASHING SEALANT BEAD ALUMINUM STOREFRONT
© - ARTIFICIAL STONE SILL 4 =';" SYSTEM PER SCHEDULE SYSTELI PER SCHEDULE a BEHIND MOUNTING g
APPLY BEAD OF SEALANT FLANGE.
AT BACK OF WINDOW _ y
FLANGE&SET vnNoow ®JAMB FLASHING - ,• = o
APPLY CONT.SEALANT BETWEEN MOUNTING FLANGESOEALANT
---------®SIDEJ BEAD OF SEALANT AT AND FLASHING AT SIDES(JAMBS)OF WINDOW. INSTALL ARTIFICIAL STONE VENEER
SIDE JAMBS BETWEEN FLASHING JAMB FLASHING AND FASTEN IN PLACE. (FLASHINGAND MO'WIDETING FLANGE& GOES OVER SEALANT). FLSHINGAPPLY 6'WIDE JAMB FLASHING W2 ��SENLANT
SEALWT
APPLY BEAD OF SEALANT AT SEAL THE WINDOW FRAME TO BEAD BETWEEN $ �° 4I"
HEAD BETWEEN FLASHING AND OPENING. APPLY A W NON. FLASHING AND MOUNTING PRE-FINISHED METAL
WINDOW MOUNTING FLANGE DMA.BEAD TO THE BACKSIDE FLANGE. ARTIFICIAL STONE VENEER
INSTALL METAL HEAD FRING (INTERIOR)OF THE WINDOW ELEVATIONS
PER DETAIL a/A9.2 OVER TOP FLANGE,IN LINE WITH ANY EXTERIOR
LA STANDING SEAM SIDING PER
>
WINDOW FLANGE AND APPLY PRE-PUNCHED HOLES OR SLOTS.
6'WIDE HEAD FLASHING
O
(2)IN WATER SHEDDING FASHION, mY cl
STARTING AT THE BASE OF ALUM. STOREFRONT WINDOW SILL ALUM. STOREFRONT WINDOW JAMB ALUM. STOREFRONT WINDOW JAMB oa
THE WALL&WORKING TOWARDS z
THE TOP,INSTALL THE WRB SCALE:3"=1'-U" AT HATCHERY BUILDING SCALL.3'- '0' AT HAT HERY OUILDIN SCALE:3"=1'-U" AT HATCHERY BUILDING
TO THE FACE OF THE .0
SHEATHING. TUCK WRB UNDER
FLASHING w z
SILL FH ,AND OVER 1„ p rc
JAMB&HEAD FLASHING. FLSHING AT HEAD 3Z w
EXTENDS 1'BEYOND
rW-FLASHING TAPE,IN A JAMB FLASHING. -U'
WATER SHEDDING FASHION, ?�� EXTERIOR W4 PAINTED MDF JAMB TRIM m a w
CONNECT THE WRB TO THE 1B
SEALANT 3 z
FLARING(ALL 4 SIDES) ®MOUNTING F NES SEALANT BETWEEN SCHEDULE LNG WINDOW PER SHIM AS REQUIRED. lip nIC o_
MOUNTING FIANCES AND FLASHING R-10 RIGID INSULATION ^o m
IN TOP(HEAD)OF WINDOW. gg
W1 SHIM AS REQUIRED SCHEDULE LNG WINDOW PER
11Bg a
INSTALL METAL HEAD FLARING ALUM O
PER DETAIL 8/A9.2 OVER TOP OF STANDING SEAM METAL LL
12 N HES�WIDE �NG WINDOW FLANGE. EXTEND HEAD 1
FLASHING BEYOND EACH JAMB SIDING SEALANT p �'PAINTED MDF a `g a
�I FLASHING AND FASTEN IN PUCE
OVER METAL FIASNING. (FLASHING
SILL AND APRON z
coEs OVER SEALANT). PRE-FINISHED METAL HEAD PRE-FINISHED
FLASHING LE
METAL SILL 2-0
Q
I FLASHING,SEE 9/GA-7.
MATCH METAL SIDING 9 PE
A COLOR. STANDING SEAM METAL F3J _ ��C CT**I
V
®JAMB FLASHING A I SEALANT SEAANT G� DO 2w�
EXTEND JAMB FLASHING I m Q 19 O
TO OVERLAP SILL ALUM.STOREFRONT WINDOW
FLASHING. EXPEND I ® I 3" PRE-FINISHED METAL O DO-
,A FRAME PER SCHEDULE FXfERIOR $ m Ty
JAMB FLASHING 8 NI 9" I STANDING SEAM SIDING PER Z dNa
ABOVE ROUGH OPENING I LANT W4 ELEVATIONS O~O
AT HEAD. TUCK JAMB I 1" <? L7 mZ '1 FLASHING UNDER WRB Y 1
AT HEAD.
® �`sl`�H2I•��4'
SILL FLASHING,12 INCHES WIDE,COVERING FRAMING SILL AND LAID UP JAMBS 9 INCHES ALUM. STOREFRONT WINDOW HEAD ALUMINUM SLIDING WINDOW SILL ALUMINUM SLIDING WINDOW JAMB
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, SCALE:3"=1'-0" AT HATCHERY BUILDING SCALE:3"=P-O" AT SHOP AND STORAGE BUILDING SCALE:3"=PHI' AT SHOP AND STORAGE BUILDING Z
PLUMB,AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER L" _
0 WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
c EXTERIOR ,V w M o
NOTE SHIM AS REQUIRED E�IFBLQI;
Z c
WATER RESISTANT BARRIER TO BE: TYVEK COMMERCIAL WRAP AS R-10 RIGID INSULATION-
MAN FACTORED BY DUPONT COMPANY,OR APPROVED EQUAL ALUMINUM CASEMENT
s DOOR AND WINDOW FLASHING TO BE: TYVEK FLEXWRAP NF AS W4 0 2CM SOLD SURFACE =m
w MANUFACTURED BY DUPOM COMPANY,OR APPROVED EQUAL STANDING SEAM MI_ �\�' WINDOW PER SCHEDULE RL
SILL V w n
DUPONTGCOMPANY,OR APPROVED EQUAL TAPE AS MANUFACTURED BY SIDING T1\N� t/�Z o
TAPE TOINTERIOR VIEWv.
TOP LEFT CORNER OF WINDOW .��� PRE-FINISHED METAL SILL w w a L
y�0 FLASHING PAN = cJ
II N
m PRE-FINISHED MEAL HEAD l PREFINISHED METAL HEAD
FLASHING,SEE SIDING
. 0 >
WINDOW INSTALLATION DETAILS CMATCHOLOR METAL SIDING III FLASHING
1
COLOR. `WINDOW JAMB TRIM ARTIFICIAL STONE SILL---,,-
TYPICAL1
I I �� Q '
NO SCALE
SEAANT
I I
N I
ARTIFICIAL STONE VENEER
SHIM AS REQUIRED r PAINTED MDF I�i v
HEAD TRIM
ALUMINUM SLIDING WINDOW W11
PER SCHEDULE
Z J
O
ALUMINUM SLIDING WINDOW HEAD TYPICAL HEAD FLASHING ALUM. CASEMENT WINDOW SILL
o 8 " 1 O SCALE:3"=1'-O" AT SHOP AND STORAGE BUILDING SCALE:3"=1'-0 SCALE:3"=1'-0" AT SORTING AND SPAWNING BUILDING Ljj
Z Z - Q 0
w LU d w
a W11 ITS I W1 )DITERIOR W C) O O
3 - -- - SHIM AS REQUIRED w U ~ (]
ww0 U
a v W11 ALUMINUM CASEMENT U w w z
ARTIFICIAL STONE VENEER WINDOW PER SCHEDULE ❑ 2CM SOLD SURFACE Q O ~
° CMU WALL CONSTRUCTION. SILL CMU WALL CONSTRUCTION. = d LU =
PRE-FINISHED METAL SILL = D- U
w v FLASHING PAN - ° Q O z
a - SEAM PRE-FINISHED METAL HEAD ,, _ SEALANT LL 0 C) Q Q
FLASHING,SEE 9/GA-7 SHIM AS REWIRED.
°a SHIM AS REWIRED. 3.
ALUMINUM CASEMENT8 ALUMINUM CASEMENT Lb 0
m
WINDOW PER SCHEDULE X Q
WINDOW PER SCHEDULE
STANDING SEAM METAL
SIDING
o � SEALAI1f I
o SHIM AS REQUIRED. W1
l Ll
SEALANT
SEALANT ALUMINUM CASEMENT
3^ WINDOW PER SCHEDULE PANEL JAMB TRIM
"IOR 8 ARTIFICIAL STONE VENEER DMOR
STANDING SEAM METAL
< -iSIDING PROJECT: DA592013.00
1 1 ALUM. CASEMENT WINDOW JAMB 12 ALUM. CASEMENT WINDOW HEAD 1 3 ALUM. CASEMENT WINDOW SILL 1 4 ALUM. CASEMENT WINDOW JAMB DATE: 12/23/2020
SHEET
SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY SCALL.3'-1-D' AT SORTING AND SPAWNING BUILDING SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY GA-7
C Schnabel Engieeenng 2016 All Rights Reserved

E E1 INTERIOR
EXTERIOR SHIM AS REQUIRED
s 1�R
v W10 ALUMINUM STOREFRONT
STANDING SEAM METAL
SYSTEM PER SCHEDULE 2CM SOLID SURFACE a CMU WAIL CONSTRUCTION. s° a
SILL 1
SIDING.
STANDING SEAIL METAL
PRE-FINISHED M AL Ef SEl
ILL SEALANT
a va
SIDING.
v
FLASHING PAN - -
I
1• SHIM AS REQUIRED.
..QU
PRE-FINISHED METAL HEAD I - __, - -
FLASHING,SEE 9/GA-7 4
2 ALUMINUM STOREFRONT °
SYSTEM P SCHEDULE PRE-FINISHED METAL HEAD o
FLASHING,SEE 9/GA-7
STANDING SEAM METAL
SIDING i
SEALANT v W1
SHIM AS REQUIRED.
Q SEALANT
�_
SEALANT
Q
ALUMINUM CASEMENT SHIM AS REQUIRED.
WINDOW PER SCHEDULE
PANEL JAMB TRIM
-- a ALUMINUM STOREFRONT
STANDING SEAM METAL
SYSTEM PER SCHEDULE
rc
SIDING
Hm— I
oK M
ALUM. CASEMENT WINDOW HEAD ALUM. STOREFRONT WINDOW SILL ALUM. STOREFRONT WINDOW JAMB ALUM. STOREFRONT WINDOW HEAD
ma
SCALE.3"=1'-0" AT SORTING AND SPAWNING FACII ITV SCALE:3"=V-0" AT SORTING AND SPAWNING BUILDING SCALE:3"=1'-O" AT SORTING AND SPAWNING FACILITY 4 SCALE:3"=1'-0" AT SORTING AND SPAWNING FACILITY x
u0 O
o rc
z.
U z.
m�
�Z 6
m0 w
o-o
a.
a
za x" a
v w
00 �PE
VT•Nb
_
maon
' O
0m I w
/Q�Z
e
w �5
t Z -gym
u
N yZ tco
w —d=
c N
a � E
v
U
x
C
Z J
w ° Q
Q �
3 p >z Z J w
z Q ° Q
0 0
w
Lj OO O
x In
= w Lu Z
w
o
ILL
Of
0 o
= o 0- U
0 LL o ° Q Q
° of
O
o O
a
a
0
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GA-7.1
0 Schaabel Engineering 2016 All Rights Reserved

I I a a
INSULATION BAFFLE -CUT(4)VENT HOLES PER W1 W4 W1O
2z12 OR ENGINEERED RIM JOIST TRUSS Ell COORDINATE STANDING SEAM METAL COR-A-VENT V-600 11• 4
LOCA71ON WITH ROOF SIDING RIDGE VENT SET COR-A-VENT IN BED STANDING SEMI METAL STANDING SEAM METAL
BLOCKING PER ROOF TRUSS MANUFACTURER SIDING. SIDING.
NAILING TO AVOID WAILS. EXTERIOR OF CAULK ONTO BASE
AND PER STRUCTURAL DRAWINGS. I STANDING SEAM METAL
6" 6" 6" FLASHING METAL SILL FLASHING METAL SILL FLASHING a 4
ROOFING WITH LOW
HEAD WALL FLASHING PROFILE 12•WIDE CAP.
T.O.STORE� T.O.STONEl
STANDING SEAM METAL $ MI d - °< 4 O
ROOF a
MANUFACTURED STONE MANUFACTURED STONE
SILL SILLyt
a
a
BASE FLASHING
11 3' BLACKING AS REOUI MANUFACTURED STONE MANUFACTURED STONE -
MIN. VENEER. W2 W5 VENEER. W11 4
BLOCKING AS REWIRED a Z'
•
IL
r'
SEODON IIEVA714N T
1 EAVE SOFFIT VENTING RAKE SOFFIT SIM. �SROOFDAT WALL DETAIL 3ROOF RIDGE VENT DETAIL 4STONE AT HATCHERY SSGALE3"_,E SILL DETAIL @ CMU WALL w
0
SILL DETAIL WOOD WALL STONE a
1 SCALE.3'- tl - AT SORTING AND SPAWNING FACILITY
w i
3'-0"
� z oo �W+"�o
12 STANDING SEAM METAL ROOF s^<a
_ �FLLY .o
Q6 mU W�@F
^,a 2X8 JOISTS AT 16.O.C. z va w
PRE-FINISHED METAL EDGE FLASHING4 RE
o o $
RE-FINISHED METAL GUTTER
VENTILATED METAL +9'-0• ,4��CT�j>lj�
SOFFIT -- - �dgSf BEARING '�11
Ox m d,
mQCI-
6„ C7
&Lu w
+e'-o o0 o Za
m-
METAL FASCIA OVER 2X4 OVER
q I 1X10 PER FINISH SCHEDULE.
M
4X12 WOOD BEAM PER
STRUCTURAL WRAP WITH I A�
V/Z
_ SMPRTSIDE TRIM,PANT.
as r c
E
a �Fa HSS 4X4)fj•STEEL HORIZONTAL AND ccj
ANGLE BRACKET,
z ?aT
"M d
HSS 6X4Xj•STEEL VERTICAL MEMBER, [/�Z �'o c
F WELD STEEL BRACKET TO WELD PLATE _•w -a v
INSTALLED INTO BLOCK WALL PER
STRUCTURAL. w
Wil 0 3
0
6 EYEBROW ROOF DETAIL
SCALE:1"=V-O" AT SORTING AND SPAWNING FACILITY
i�
a
O
c� F
Q
o p > Z J
a a CD
w O
3 Of J
w w d U Q
x = w LU
o T O LL H w
= a w 2
o a U
'o a.
LL ¢oov IX
O
X
O
0
0
0
a
a
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GA-8
0 Schaabel Engineering 2016 All Rights Reserved

INTERIOR FINISH SCHEDULE ADULT HOLDING FACILITY FLOORING FINISH SCHEDULE REMARKS HATCHERY BUILDING APPLIANCE SCHEDULE
INTERIOR: FLOORING TYPE MANUFACTURER PAD BASE WALLS CEILING COMMENTS 1. ALL FINISHES AND WALL/CEILING TEXTURES AND COLORS TO BE SUBMITTED TO ITEM MANUFACTURER° MODEL NO.
St eel structure shop OWNER FOR FINAL APPROVAL
Sealed concrete with primed with one coat field Pre-finished corrugated Powder coated COUNTER TOP MICROWAVE FRIGIDAIRE 1.6 C.F. FFA101611LS
Steel Structure broom finish N/A N/A N/A applied paint metal.of metal railings 2. PROVIDE MANUFACTURER APPROVED FLOOR FINISH PREP AND UNDERLAYMENT AS
REQUIRED.
SORTING AND SPAWNING FLOORING REFRIGERATOR
FACILITY INTERIOR: FLOORING TYPE MANUFACTURER PAD BASE WALLS CEILING COMMENTS 3. RESTROOM TO RAVE 4'-0"HIGH TILE WAINSCOT ALL WALLS. OWNER TO SELECT (ENERGY scut) FRIDGIDAIRE 18 C.F. FFNT1824US
Acrylic finished fiber TILEE WAINSCOT.AND PATTERN. PROVIDE 1/2 CEMENT BACKER BOARD IN LIEU OF GWB AT
TIL
Ground concrete,with Acrylic finish overCMU reinforced stucco over 1/2" GARBAGE DISPOSAL INSINK ERATOR BADGER 1-1/3HP
#101 Formalin Storage penetrant sealer N/A N/A 6"cone.curb block cement board 1,2 4. INSTALL 4'-0"HIGH PLASTIC LAMINATE BACKSPLASH BEHIND SERVICE SINK AND 120V,6.7 AMPS o
Acrylic finish over steel UTILITY SINK. EXTEND 1'-0"PAST EACH SIDE OF SINKS.
Ground concrete,with Acrylic finish over CMU beams and metal floor WASHER/DRYER ELECTROLUX FRONT LOAD WASHER EFLW3l TnW N
#102 Utility penetrant sealer N/A N/A 6'came curb block deck 1,2 FINISH GENERAL NOTES FRONT LOAD DRYER EFDE3,7„W
ap
Acrylic finished fiber
Ground concrete,with Acrylic finish over CMU reinforced stucco over 1/2" A. MECHANICAL GRILLES AND REGISTERS TO BE WHITE FINISH TO MATCH CEILING
#103 Spawning Area penetrant sealer N/A N/A 6"cone.curb block cement board 1,2 COLOR.
Acrylic finished fiber B. INSTALL ALL WALL AND FLOOR COVERINGS PER MANUFACTURER'S INSTRUCTIONS.
Ground concrete,with Acrylic finish over CMU reinforced stucco over 1/2" C. PROVIDE AND INSTALL 2"HORIZONTAL FAUX WOOD BLINDS WITH VALANCE AT ALL INTERIOR ELEVATION KEYNOTES#201 Sorting Area penetrant sealer N/A N/A 4"rubber base block cement board 1,2 EXTERIOR WINDOWS.
HATCHERY BUILDING FLOORING D. ALL PAINTED MILLWORK AND DOOR/REUGHT FRAMES TO RECEIVE TWO COATS OF 1. ADA/ICC-ANSI COMPLIANT TOILET TISSUE DISPENSER, SURFACE MOUNTED
INTERIOR: FLOORING TYPE MANUFACTURER PAD BASE WALLS CEILING COMMENTS SEMI—GLOSS ACRYLIC. 24"-42" FROM BACK WALL AND 18"-30"A.F.F, PROVIDE SOLID BLOCKING AS N
5/8"gypsum board,primer E. IN LOW VOC PAINTS ARE REQUIRED. ALL INTERIOR PAINTS TO BE LISTED AS REQUIRED FOR HEAVY DUTY MOUNTING. TOILET PAPER DISPENSERS SHALL oa
Ground concrete,with &(2)coats paint,satin 10- 2'x2'Lay-in Acoustical GREEN SEAL CERTIFIED.
NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW
#101 Lobby penetrant sealer N/A N/A 4"rubber base 20,texture per owner Ceiling and Grid 10 2 F. NO/LOW VOC ADHESIVES&SEALANTS REQUIRED. o
Is/8"gypsum board,primer CONTINUOUS PAPER FLOW. ® z
Ground concrete,with &(z)<oat:paint,saen lo- 2'x2'Lay-in Acoustical 2. MIRROR, 1/4" POLISHED PLATE GLASS WITH GROUND EDGES. INSTALL WITH o w
#102 Office penetrant sea ler N/A N/A 4"rubber base 20,texture per owner Ceiling and Grid 1,2 INTERIOR ELEVATIONS CHROME MIRROR CLIPS. MIRROR SIZES AS SHOWN, (MATCH VANITY LENGTH).
5/8"gypsum board,primer 3 BOTTOM OF REFLECTING SURFACE TO BE 40" MAX. A.F.F. m� w
]Ground concrete,with &(2)coats paint,satin 10- 2'x2'Lay-in Acoustical 3. LIGHT, SEE ELECTRICAL. 3 z
#103 Conference/Breakroom penetrant sealer N/A N/A 4"rubber base 20,texture perowner Ceiling and Grid 1,2 3 0oel
W g
5/8"gypsum board,primer 5/8"gypsum board,primer 11 54" MIN 4. LAMINATE COUNTERTOP W/4" HIGH BACKSPLASH.
Ground concrete,with &(z)coats paint,satin 10- &(z)coats paint,satin 10- 6°MIN. - 5. ADA COMPLIANT WALL MOUNTED LAVATORY AND FAUCET W/HOT WATER AND o e=w
#104 Storage penetrant sealer N/A N/A 4"rubber base 20,texture per owner 20,texture perowner 1,2 s 1Y 42"NUN. 5 DRAIN PIPES INSULATED. �^ 0
5/8"gypsum board,primer 5/8"gypsum board,primer 6. 36" GRAB BAR. 2X10 SOLID WOOD BLOCKING WHERE REQUIRED. m= �KF
#105 Ground concrete,with j&(2)coats paint,satin 10- &(2)coats paint,satin SO- / a = r
7. 18" GRAB BAR. 2X10 SOLID WOOD BLOCKING WHERE REQUIRED.
Electrical/Communication penetrant sealer N/A N/A 4"rubber base 20,texture per owner 20,texture per owner 1,2 a —� is
s a'gvpsum roam primer e 12 M�a 12 �'0 10 8. 42" GRAB BAR. 2X10 SOLID WOOD BLOCKING WHERE REQUIRED. =6s
&(2 pain
coats paint,semi- 5/8"gypsum board,primer a °I I o=I 9. ADA COMPLIANT TOILET WITH FLUSH LEVER ON OPEN SIDE OF TOILET. SEAT
Ground concrete,with glass acrylic,texture per &(2)coats paint,satin 10- 9 9 13 M~M 13 N AT 17" MIN., 19" MAX.
#106 Restroom penetrant sealer N/A N/A 4"rubber base owner zo,texture per owner 1,2,3 10. ADA COMPLIANT, SEMI-RECESSED PAPER TOWEL DISPENSER AND TRASH ��
-' CT•U
5/8"gypsum board,primer 5/8"gypsum board,primer, ,satin SO- A '-3° 5'-0 B C RECEPTACLE. INSTALL WITHIN 48" REACH RANGE.
Ground concrete,with &(2)coats paint satin 10- &(2)coats paint =rn
#107 Utility/Storage penetrant sealer N/A N/A 4"rubber base 20,texture per owner 20,texture per owner 1,2,4 'Q'F' 11. SURFACE MOUNTED SOAP DISPENSER. m a o TO
58"gypsum board,primer 1 RESTROOM #106 12. 48" HIGH 12"1 CERAMIC TILE WAINSCOT. Ow-F,
&(2)coats paint,satin 10- 5/8"gypsum board,primer 4'-0"high Q X M
Ground concrete,with 20,texture a owner 4'- I&z coats paint,satin 10- plywood SCALE:1/4"=P-0" 13. 6"x12"CERAMIC TILE BASE. z r w
per (1 P P Yw HATCHERY BUILDING O O o
#108 Formalin Storage penetrant sealer N/A N/A 6"con<.curb 0"High Plywd.Wainscot 120,texture per owner wainscot 14. ADA COMPLIANT REFRIGERATOR. 50% OF THE FREEZER SPACE TO BE 54" o ca
'5/8'gypsum board,primer,,5/g"gypsum board,primer 18 MAX. A.F.F.
Ground concrete,with 1&(2) t paint,set,,10 &(2)coats pant,satin 10- ;� 9-0 3-0 n 15. COUNTERTOP MICROWAVE OVEN.
#109 Mud Room penetrant sea let N/A N/A 6"cone.curb 120,t t e per owner 120,texture per owner 1,z,4 6 EQ.SPACES 2s 16. SINGLE BOWL SURFACE MOUNTED STAINLESS STEEL SINK.
Acrylic finished fiber II - 17. FLUSH OVERLAY CABINET CONSTRUCTION.
ear d ground con rate
enforced stucco over 1/2" 24 0 18. GYPSUM BOARD SOFFIT ABOVE CABINETS. EXTEND 1" PAST FACE OF WALL Z
#110 Incubation penetrant sea
let N/A N/A 6'come.curb blo k eer cemllafi srd 1,2 15
Acry a fmish-over 5/a" ArrYn<Bnisn aver s/a^ ° 4 / -I CABINET DOORS. f c a
Ground concrete,with
SILK 19. STAINLESS STEEL COUNTERTOP WITH 4" BACK SPLASH AND INTEGRAL m w 12
e E
#111 Electrical penetrant sealer N A N A 6 curb text Den gl A mar Plus", I crcl era O O w `D 45
W Groundconcre[e,wrth De gl A -orPl texture p owner 1,z � I 23 � STAINLESS STEEL SINK. SLOPE DRAIN BOARDS TO SINK.
w pane ran / / IRE
Aryl f n Acry + h­s/8" N � - I 20. STAINLESS STEEL COUNTER LEGS AS REQUIRED.co
p ner LGround concrete,with De gI A Den g1 A or Plus", I -i\ --= J 21. 12" DEEP PLASTIC LAMINATE COVERED SHELF AND BRACKETS WITH 1 " HIGH = 9 m m
w #112 Chiller penetrant sealer N/A N/A 6 come.curb text p texturep �� -
er s/s owner 1,2 FRONT EDGE. V Z -g'o
Acryl r n owner cwi r h ver s/s^ S-0" 3'-0" S-0" 3'-0" 5-6" 22. INTEGRAL STAINLESS STEEL SINK. SEE PLUMBING DRAWINGS. w N a t
I I
Ground concrete,with Densglas Armor Plus, 'Densglas Armor Plus", 23. GYPSUM BOARD WALL. y
o #113 Generator penetrant sealer N/A N/A 6"coot.curb texture per owner texture per owner 1,2
1 z CONFERENCE/BREAKROOM #103 3 LOBBY#101 24• FRAME-LESS CLEAR GLAZING. 0
u SHOP AND STORAGE FLOORING SCALE:1/4"=1'-D" HATCHERY BUILDING SCALE:1/4"=1'-0" HATCHERY BUILDING 25. GYPSUM BOARD WRAPPED 4X4 WOOD COLUMN. RUN TO BOTTOM OF ROOF >
BUILDING INTERIOR: FLOORING TYPE MANUFACTURER PAD BASE WALLS CEILING COMMENTS TRUSSES.
A-C plywood with M-tech 5/8"gypsum board,primer 26. SOLID WOOD FLUSH FACE DRAWER AND DOOR FRONTS, STAIN AND VARNISH.
Ground concrete,with varnish,buttjoints,1/8" &(2)coats paint,satin 10- IIFTLF��FRAME-LESS SHOWER STYLE CLEAR 27. COUNTERTOP TO BE TWO LAYERS J"AC PLYWOOD,VARNISH, W/1 I"SOLID
i #101 Freezer penetrant sealer N/A N/A 6"came.curb max gap(no caulk) 20,texture per owner 1,2 II GLAZING WITH ALUMINUM TRACK AT TOP, U)
A-c d with M-tech 5/8" board, JII,'{II— WOOD EDGING.
plywood gypsum primer SIDES,AND BOTTOM OF GLASS. Z
Ground concrete,with varnish,butt joints,1/8" &(2)coats paint,satin 10- INTERIOR ELEVATION GENERAL NOTES
#102 Vehicle Bay l penetrant sealer N/A N/A 6"cone.curb ...gap(no caulk) 20,texture per owner 1,2
A-C plywood with M-tech 5/8"gypsum board,primer F
Ground concrete,with varnish,buttjoints,1/8" &(2)coats paint,satin 10- 3 A. PROVIDE 2x SOLID WOOD BLOCKING IN WALLS AT TOWEL BARS, PAPER
a #103 Vehicle Bay 2 penetrant sealer N/A N/A 6"cone.curb max gap(no caulk) 20,texture per owner 1,2 a HOLDERS, GLUE ON WALL DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS LLI
A-C plywood with M-tech 5/8"gypsum board,primer 2 CM SOLID SURFACE TOP REQUIRED. SEE INTERIOR ELEVATIONS. Z _J
w Ground concrete,with varnish,butt joints,1/8" &(2)coats paint,satin 10. B. VERIFY ALL CABINET WAILS, CABINETS AND APPLIANCE DIMENSIONS HAVE O W
O #104 Shop penetra nit sealer N/A N/A 6"came.curb max gap(no caulk) 20,texture per owner 1,2 REQUIRED CLEARANCES.
A-C plywood with M tech 5/8"gypsum board,primer PAINTED MDF TRIM
C. ALL DIMENSIONS ARE TO FACE OF STUDS (FOS) UNLESS OTHERWISE NOTED. p } Z J O
o Ground concrete,with var h butt to nts 1/8' &(21 t paint,satin 10- Z —
s CABINET DIMENSIONS ARE TO FACE OF FINISH (FOF). FIELD VERIFY ALL
rc #105 Storage penetrant sealer N/A N/A 6"coot.curb ma gap(o caulk) 20,to t P owner 1,2 W Q (D Q E
�"GYP.BD.OVER 2x4 DIMENSIONS. O a UD LLJ
WQQD FRAMING AT 16"O.C. D. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE } o of
FURNITURE, FIXTURES, AND EQUIPMENT SCHEDULE MANUFACTURERS REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND W Of o U Z
EQUIPMENT BUILDING LOCATION MANUFACTURER MODEL COMMENTS CONFORM TO ALL BUILDING CODES. x W w
4 NOT USED 5 GLAZING AT PARTIAL HEIGHT WALL � w Z
66"wide,Mohagany Laminate E. AT ALL UNITS: I- � LL Z
op,charcoal Base, seALE:1-vz"=r-B" - LIGHT SWITCHES &THERMOSTATS 048" MAX., TO TOP OF OPERABLE PARTS = a w 2 Q
m Work StationDe5k Hatchery Building Lobby#101 RON H38292LNS (2)desks required (VERIFY FINISH FLOOR) x = a U (n
u L-shaped,66"wide,Mohagany (n Q 0 �/ w
p Office Desk Hatchery Building Office#102 RON H38L663gnsl Laminate top,Charcoal Base 13'-0" -OUTLETS ® +17" MIN. A.F.F. (VERIFY FINISH FLOOR) TO CENTERLINE OF LL p v Q J
a LP.N Prestige HT (base) 2'-0' 3'-0° 3'-0° 3'-0° 2'-0° LOWEST PLUG-IN 3 - D
Prestige HTLC3672.GN.N.N 36"x72°Top -OUTLETS ABOVE COUNTERS AT 44" MAX. A.F.F. (VERIFY FINISH FLOOR)TO m p
w Conference Table HatcheryBuilding Conference#103 RON (top) MonaganyFmish -�= CENTERLINE OF PLUG-IN (INSTALL HORIZONTALLY). xo w
w Rooms«101,#102, Ignition -THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM
2
Office/Conference Chairs Hatchery Building #103 RON HIWM2AH.M.W40.T.SB (9)chairsrequired �, :�_ _ ___, _�_ HEIGHT IS T THE TOP RECEPTACLE ON DUPLEX OUTLETS. U m Double Tier(12 lockers) (n
> Metal Lockers---- _ 'Hatchery Building __ Mod Room#109 1. DUNE H-6744 _ 15'w X 18'd x 72"h 27 F. BATHROOM ACCESSORY FINISH TO BE APPROVED BY OWNER. _
o Bench Hatchery Building M dRoom#109 ULINE H-3009DLX 48'long x 16'deep can
Octal 0- G, S -10 -10"1 S p�ID IllEMBUES.
0 Boot Rack Hatchery Building Mud Room#109 r-Safe 1004-STNLS (2)required,one high,one low • - - - - FIXTURE LEGEND
o Requires 110V outlet 28 Z
Boot Dryer (Hatchery Building Mud Room#109 Williams Direct Dryer W6/Wall Mounted Dryer For(6)Pairs of Boats - _ - LL
72"w X 24"d X 86"h,96 lin.Ft. c 11
ndustrialDutychromewire veaaeBays#lot& otshemngrequirea,veriyexa<t QU DUPLEX 11OV-120V OUTLET. -4 PHONE OUTLET.
a Shelving '!Shop and storage Building #103,Shop#104 ULINE H-2948-86 locations with Owner L-0" 3�-O" 3�-0" 3�-O" -0" PROJECT: DA592013.00
a ChemicalSt rage Cabinet Shp dStorag B Id g St g #105 ULINE H-1563M 43 X18dX 44'h $ LIGHT SWITCH. DATE: 1 212 3/2 0 2 0
o Bench Setting d Spawning Building Sp g A ea#103 ULINE H-3009 DLX 48 long x 16 deep
SHOP #104
M Boot Rack __5 rt g d Spawning Building 5p g A ea 1103 1 1_ 1004-SIN LS (2)required,one high,one low $BALL.1 a"_1'U" $H0p AND$FORAGE BUILDING SHEET
v Storage Cab Setting So ng and Spawning Building Spawning Area#103 UUNE H-11058E 36 wx 18"dx72h
O Schnabel Engineering 2016 All Rights Reserved

EXTERIOR
EXTERIOR EXTE614R
ARTIFICIAL STONE VENEER OVER
MORTAR BED,OVER METAL LATH, EXTERIOR
PRE-FINISHED STANDING SEAM OVER(2)LAYERS 60 MIN.PAPER ARTIFICIAL STONE VENEER OVER
METAL SIDING PER ELEVATIONS. PER ELEVATIONS. MORTAR BED,OVER METAL LATH,
—————— --- — WATER RESISTANT BARRIER ------ ° WATER RESISTANT BARRIER ------ ------- PRE-FINISHED STANDING SEAM °--------------- OVER(2)LAYERS 60 MIN.PAPER
(WRB) (WRB) METAL SIDING PER ELEVATIONS. PER ELEVATIONS.
15/32'O.S.B.SHEATHING,SEE 15/32'O.S.B.SHEATHING,SEE 3/4'A-C PLYWOOD SHEATHING, WATER RESISTANT BARRIER WATER RESISTANT BARRIER
FOR
STRUCTURAL FOR SHEARWALL STRUCTURAL FOR SHEARWALL LOCH 0 SSEECTURAL AND WAILING HALL (NRB).
.6wLOCATIONS AND NAILING LOCATIONS AND WAILING 15/32"O.S.B.SHEATHING,SEE 15/32'O.S.B.SHEATHING,SEE o
2z6 WOOD STUDS PER STRUCT. 2z6 WOOD STUDS PER STRUCT. 2z6 WOOD STUDS AT 1'-4'O.C., STRUCTURAL FOR SHEARWALL STRUCTURAL FOR SHEARWALL
6w 9
SEE STRUCT. LOCATIONS AND NAILING LOCATIONS AND NAILING -
)77�7_— m Q R-21 BATf INSULATION. R-21 BAIT INSULATION. 3/4'A-CTRU PLYWOOD SHEATHING.w -6 y , 2z6 WOOD STUDS PER STRUCT. 2z6 WOOD STUDS PER STRUCT.
6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER SEE STRUCTURAL FOR SHEARWALL
LOCATIONS AND WAILING ww R-21 BATf INSULATION. R-21 B.ATT INSULATION.
5/8'GWB. 5/8'GWB. INTERIOR PLYWOOD NAILED TO STUDS AND INTERIOR PLYWOOD NAILED TO STUDS AND�6 MIL VAPOR BARRIER INTERIOR PLYWOOD NAILED TO STUDS AND �6 MIL VAPOR BARRIER
GYPSUM BOARD NAILED TO STUDS AND BEARING INTERIOR GYPSUM BOARD NAILED TO STUDS AND BEARING INTERIOR BEARING PLATES 7'O.C.WITH 6D BEARING PLATES 7'O.C.WITH 6D BEARING PLATES 7"O.C.WITH 6D
CEMENT-COATED NAILS,1-7/8'LONG WITH}' / } 3/4'A-C PLYWOOD SHEATHING, 3/4'A-C PLYWOOD SHEATHING,
PLATES 7°O.C.WITH 6D CEMENT-COATED PLATES 7'O.C.WITH 6D CEMENT-COATED CEMENT-COATED NAILS,1-7 8'LONG WITH CEMENT-COATED NAILS,1-7/8'LONG WITH}'
NAILS,1-7/8"LONG WDH}'DIAMETER HEAD. NAILS,1-7/8"LONG WITH}'DIAMETER HEAD. DIAMETER HEAD, DIAMETER HEAD. INTERIOR DIAMETER HEAD. INTERIOR
INSTALL INTERIOR PLYWOOD HORIZONTALLY WOH+' INSTALL INTERIOR PLYWOOD HORIZONTALLY WITH+" INSTALL INTERIOR PLYWOOD HORIZONTALLY WITH}'
MAXIMUM GAP(NO CAULK). OFFSET PANELS 4'AT MAXIMUM GAP(NO CAULK). OFFSET PANELS 4'AT MAXIMUM GAR(NO CAULK). OFFSET PANELS 4'AT
EACH HORIZONTAL ROW IN A WORKMAN LIKE MANNER. EACH HORIZONTAL ROW IN A WORKMAN LIKE MANNER. EACH HORIZONTAL ROW IN A WORKMAN LIKE MANNER.
TYPICAL EXTERIOR LOAD BEARING TYPICAL EXTERIOR LOAD BEARING w o
❑ WALL TYPE TYPICAL EXTERIOR LOAD BEARINGSIDING ❑ TYPICAL EXTERIOR SLOAD TONE VARING ❑ TYPICAL INTERIOR WALDNG ❑ WALL AT MDSTO AGE UI SHOP El
WALL AT AND STORAERATSHOP
W1 WALL AT METAL SIDING W2 WALL TYPEWALL AT STONE VENEER W3 LL TYPE SHOP AND STORAGE BUILIDNG W4 WALL TYPEAND STORAGE SIDING
BUILIDNG LL TYPE STONE VENEER
EBUILDING wu
SCALE:3"=1'-0" SCALE 3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0"
.o
z°
o c
EXTERIOR EXTERIOR w
PROVIDE 3'FIBERGLASS SOUND ATTENUATION BLANKET AT ALL OFFICES,COMMON EXTERIOR �
AREA WALLS AND RESDIOOMS. INTERIOR AR ———————
ARTIFICIAL STONE VENEER OVER ------ PRE-FINISHED STANDING SEAM _ 0
MORTAR BED,OVER METAL LATH, METAL SIDING PER ELEVATIONS. m a
PROVIDE WATER RESISTANT GWB(5/8°GREEN BOARD)AT WALLS ADJACENT TO A PRE-FINISHED STANDING SEAM OVER(2)LAYERS 60 MIN.PAPER WATER RESISTANT MIER(WRB)
PLUMBING FIXTURE WITHIN 4'-0 TO A HEIGHT OF 4'-0'A.F.F.MIN. METAL SIDING PER ELEVATIONS. - PER ELEVATIONS. ^� o 3
( ,... - ATTACHED WOOD FURRING
RUN GYPSUM BOARD TIGHT TO FLOOR AND CEILING,AND CAULK GAP. ° gg w
WATER RESISTANT BARRIER --- WATER RESISTANT BARRIER 111k@ p
4'X8'X16'GROUND FACE (WRB). (fig), 0 1 PRESSURE TREATED FURRING a o
STAGGER GYPSUM BOARD JOINTS EACH SIDE. CONCRETE BLOCK VENEER -_ 0 16'O.C.ATTACHED TO CMU c =a
- 15/32'O.S.B.SHEATHING,SEE 15/32"O.S.B.SHEATHING,SEE WALL PER SIDING MANUFACTURER'S m
z °
—GALVANIZED MASONRY TIES STRUCTURAL
WRAP ALL PLUMBING DRAIN PIPES 6 MIL VAPOR BARRIER LOCATIONS ANFD NAILIOR NG LOCATIONS AR STRUCTURAL FD NAILIOR NG U RECOMMENDATIONS. LEAVE 1'
o GAP AT ENDS OF FURRING PIECES „i 1 p"
-------- --
W/3'THICK SOUND ATTENUATION 2z6 WOOD STUDS PER STRUCT. 2z6 WOOD STUDS PER STRUCT. 5 ° a ° TO ALLOW VENTILATION CHANNEL ° —""
INSUL OR CARPET PADS,TYP. n - RIGID INSULATION. PE
5/8'GWB.W/6d CEMENT 3"FIBERGLASS SOUND R-21 BAT[INSULATION. R-21 GATT INSULATION.
CARTED NAILS,1-7/8" ATTENUATION BLANKET e ° ° k�
6 MIL VAPOR BARRIER - 6 MIL VAPOR BARRIER ° THICK RIGID
HI-R CMU WITH 2
LONG 07'O.C. 2z4 WOOD STUDS PER STRUCT. ° a a THICK RIGID INSULATION �`,yCT*A
GALVANIZED MASONRY TIE GALVANIZED MASONRY TIE o P 1 al % a FULLY GROUTED CMU CORE PER c 1- O r���
2z4 WOOD STUDS(OR _. =rn
2z6 WHERE NOTED)AT 5/8'GWB. 4'X8'X16'GROUND FACE 4'X8'X16"GROUND FACE V„m e - STRUCTURAL DRAWINGS. W.Q 0 0 k
V-4"O.C.,SEE STRUCT. CONCRETE BLOCK VENEER CONCRETE BLOCK VENEER = o m W Gir
5/8'GWB.W/6d CEMENT GYPSUM BOARD NAILED TO STUDS AND BEARING 1Cl�R 1t�614R 1N�0$ .. T ACRYLIC FINISH. z F N Z O
COATED NAILS 1-7/8' PLATES 7"O.C.WITH 6D CEMENT-COATED ° - �l 1Op1 m o
LONG 07'O.C. NAILS,1-7/8"LONG WITH}"DIAMETER HEAD. INTERIOR
❑ WALL TYPE ❑ WALL TYPE ❑O ❑ ❑ EXTERIOR CSPMU WNINGALL F METAL ❑❑QQ J
11116 TYPICAL INTERIOR WALL W7 INTERIOR WALL
VENEER WU WALL TYPE EXTERIOR LOAD
INCUBATION Wg WALL TYPE STONE LOAD
DBEAI INCUBATION W1O WALL TYPE SIDING AT SORTING AND
SPAWNING FACILITY ` CJ
SCALE:3"=V-0" SCALE:3"=1'-0" SCALE:3"=V-0" SCALE:3"=1'-0" SCALE:3"=1'-0" Z g
o E%IERIOR �ii c _
o
EXTERIOR ARTIFICIALSTONE VENEER OVERtm
w m
0 FORMAUN STORAGE MORTAR BED,OVER METAL LATH, Z M
° - UTILITYROOM PRE-FINISHED STANDING SEAM OVER(�LAYERS 60 MIN.PAPER
PER ELEVATIONS.
a1
MANUFACTURED STONE OVER - ------ --- -- METAL SIDING PER ELEVATIONS. ------------ V z _6
n
3 VAPOR BARRIER PALM. 8 t
_ MORTAL BED OVER CMU WALL _ VAPOR BARRIER PANT. WATER RESISTANT BARRIER WATER RESISTANT BARRIER y w
°o PER MANUFACTURER'S
REQUIREMENTS. 15/32"O.S.B.SHEATHING,SEE 15/32'O.S.B.SHEATHING,SEE
RIGID INSULATION. STRUCTURAL FOR SHEARWALL STRUCTURAL FOR SHEARWALL 0 0
w RIGID INSULATION. P G LOCATIONS AND NAILING LOCATIONS AND NAILING e
P ° ° FULLY GROUTED CMU CORE PER 2z6 WOOD STUDS PER STRUCT. 2z6 WOOD STUDS PER STRUCT.
a° - a ° a, ° FULLY GROUTED CMU CORE PER - STRUCTURAL DRAWINGS.
° z z °
w n n ° STRUCTURAL DRAWINGS. a ° °. R-21 BAIT INSULATION. R-21 BATT INSULATION.
- ° a - 12'X8"X16'HI-R CMU WITH 2�' - a - °
° ° THICK RIGID INSULATION d do 6 MIL.VAPOR BARRIER,TAPE 6 MIL VAPOR BARRIER,TAPE
12'X8'X16'HI-R CMU WITH 2}' o SEAMS .. _... - . SEAMS
3 3P THICK RIGID INSULATION 3 8'X8'X16'CMU ELASTOMERIC FINISH OVER 5/8" ELASTOMERIC FINISH OVER 5/8'
a° FULLY GROUTED CMU CORE PER a GYPSUM BOARD NAILED TO STUDS AND BEARING GYPSUM BOARD NAILED TO STUDS AND BEARING
STRUCTURAL DRAWINGS. ° ° "A; -DENSGLAS ARMOR PLUS', bENSGLAS ARMOR PLUS',
PLATES 7"O.C.WITH 6D CEMENT-COATED PLATES 7'O.C.WITH 6D CEMENT-COATED
i ACRYLIC FINISH. '• ACRYLIC FINISH. ACRYLIC FINISH. NAILS,1-7/8"LONG WITH}"DIAMETER HEAD. TAPED. NAZIS,1-7/8'LONG WITH}'DIAMETER LEAD. TAPED.
unlm RDDu INTERIOR 1NI�lCR
INTERIOR SPAWNING ROOM
z O LLI
0 EXTERIOR CMU WALL AT FIRST FLOOR INTERIOR CMU WALL FIRST FLOOR INTERIOR CMU WALL EXTERIOR LOAD BEARING WALL AT [EXTERIOR LOAD BEARING WALL AT }
❑ WALL TYPE MANUFACTURED STONE SIDING AT ❑ WALL TYPE AT SORTING AND SPAWNING WALL TYPE AT SORTING AND SPAWNING ❑ WALL TYPE METAL SIDING qWALL TYPE o Z J
W 1 1 SCALE:3"=1'-0" SORTING AND SPAWNING FACILITY W 1 2 SCALE:3"=V-0" FACILITY W 1`/ SCALE:3'= '- FACILITY W 1 W 5 STONE VENEER > }
S _1 p SCALE:3"=1'-0" SCALE:3"=1'-0" Z Z O
W Q LL
1 FINISH FLOOR PER SCHED. SEALED
EEAL DGCONC SLAB PER L j O x Q
mINTERIOR I 6"CONCRETE STAB WITH ° STRUCTURAL W K Q U
x II CONTROL JOINTS 0 12'o.c. ° = W W w J
o ° EACH WAY. a ° U
Q R UU QQ
RUN GYPSUM BOARD TIGHT TO FLOOR AND CEILING,AND CAULK GAR. 4'XS'X16'GROUND FACE ° °° °°° 2 2 0-
U
STAGGER GYPSUM BOARD JOINTS EACH SIDE CONCRETE BLOCK VENEER ° °.a, ° ILn
LL
Q O Q
a ��// GALVANIZED MASONRY TIES a 2'SAND LAYER. ° a - ° 3: U U a
°¢ 6 MIL.VAPOR BARRIER d ° - ° a ° GALVANIZED METAL DECK O O
ELASTOMERIO FINISH OVER 5/8' -------- — -- m
w .. . . bENSGLAS ARMOR PLUS",TAPED. ° _ <, - 15 MIL VAPOR BARRIER PER ii a - _° S - P PER STRUCTURAL X J
3 3"FIBERGLASS SOUND SPECS.,LAP EDGES 12-AND 4 O LL
ATTENUATION BLANKET SEA.TIGHT AROUND SLAB
m 2z4 WOOD STUDS(OR 2z6 WHERE - _ PENETRATIONS. ACRYLIC FINISH
------ ---------u, ) 2z4 WOOD STUDS PER STRUCT. OO 4'COMPACTED GRAVEL FILL.
>_ NOTED AT 1'-4'D.C.,SEE O
z STRUCT ELASTOMERIC FINISH OVER 5/8' O O� ( PREPARE PER GEOTECHNICAL
o O O �O REPORT,95%COMPACTION
o DENSGLS ARMOR PLUS',
GYPSUM BOARD HALED TO STUDS AND BEARING ELASfOMERN:FINISH OVER 5/8' GYPSUM BOARD HALED TO STUDS AND BEARING TAPED. O 00 OO 00 OO
PUTTS T O.C.WITH 6D CEMENT-COATED "DENSGLAS ARMOR PLUS",TAPED. PLATES T O.C.WOH 6D CEMENT-COATED WIDE FLANGE STEEL BEAM
INTERIOR PER STRUCTURAL,PAINT.
NAILS,1-7/8'LONG WITH}"DIAMETER HEAD. NAILS,1-7/8"LONG WITH}°DIAMETER HEAD. COMPACTED EARTH,95%
a COMPACTION
PROJECT: DA592013.00
WALL TYPE WALL TYPE NTERIORFACE CMU VENEER FLOOR TYPE FLOOR TYPE SECOND FLOOR CONCRETE IN METAL DECK DATE: 12/23/2020
o INTERIOR WALL SCALE:3'- F 1 1 0 TYPICAL INTERIOR 6"CONCRETE SLAB F2 SHEET
W16 W17
'2 SCALE:3"=V-0" -V-0" SCALE:3"= '-' SCALE:3"=1'-O" GA_10
0 Schaabel Engineering 2016 All Rights Reserved

STANDING SEAM METAL ROOF. STANDING SEAM METAL ROOF. STANDING SEAM METAL ROOF.
15/FELT UNDERLAYMENT. STANDING SEAM METAL ROOF. 151 FELT UNDERLAYMENT. STANDING SEAM METAL ROOF.
15/FELT UNDERLAYMENT.
9'OSB 32/16 ROOF SHEATHING GLUED 15f FELT UNDERLAYMENT. 9'OSB 32/16 ROOF SHEATHING GLUED 15#FELT UNDERLAYMENT.
AND NAILED PER STRUCTURAL AND NAILED PER STRUCTURAL
\\ \\ I'OSB 32/16 ROOF SHEATHING GLUED OSB 32/16 ROOF SHEATHING GLUEDJ"OSB
REQUIRED. AND NAILED PER STRUCTURAL �' AND NAILED PER STRUCTURAL ^' CONNTINNUUOUS VENTILATION BATTLE AS "' AND 32/16 ROOF
STRUCTURAL
GLUED
CONTINUOUS VENTILATION BAFFLE AS
MANUFACTURED WOOD ROOF TRUSSES 0 CONTINUOUS VENTILATION BAFFLE AS MANUFACTURED WOOD ROOF TRUSSES 0 CONTINUOUS VENTILATION BAFFLE AS
24'O.C.DESIGN BY TRUSS REQUIRED. 24'O.C.DESIGN BY TRUSS REQUIRED. o
MANUFACTURED WOOD ROOF TRUSSES 0
MANUFACTURER. MANUFACTURER.
24'O.C.DESIGN BY TRUSS MANUFACTURED WOOD ROOF TRUSSES 0 MANUFACTURED WOOD ROOF TRUSSES 0 -
MANUFACTURER. 24'O.C.DESIGN BY TRUSS 24'O.C.DESIGN BY TRUSS o+
R-60 FIBERGLASS INSULATION IN ATTIC. MANUFACTURER R-48 FIBERGLASS INSULATION IN ATTIC. MANUFACTURER.
i'GWB.OVER 6 MIL VAPOR BARRIER R-60 FIBERGLASS INSULATION IN ATTIC. �°GWB.OVER 6 MIL VAPOR BARRIER
R-60 FIBERGLASS INSULA710N IN ATTIC.
W/1 1/4'TYPE S DRYWALL SCREWS W/1 1/4 TYPE S DRYWALL SCREWS
12'O.C. VENTILATED PRE-FINISHED METAL SOFFIT 12'D.C. ACRYLIC FINISH OVER 5/8'°DENSGLAS
ACRYLIC FINISHED FIBER REINFORCED ARMOR PLUS',TAPED,OVER 6 MIL
STUCCO OVER 1A°CEMENT BOARD. VAPOR BARRIER W/1 1/4'TYPE S
DRYWALL SCREWS 12'O.C. >
rc
R 1 SCALE:3'-1'-0" R 2 SCALE:3"=1'-0" R 3 SCALE:3"-1'-0' SPAWNING FACILTIY R 4 AT SHOP AND STORAGE BUILDING R 5 TYPE w N ROOF TYPE ROOF TYPE ROOF TYPE TYPICAL ROOF/ANDS ASSEMBLY ROOF TYPE ROOF
TYPICAL ROOF/CENNG ASSEMBLY AT INCUBATION AND SORTING AND TYPICAL ROOF/CEILING ASSEMBLY o a N
TYPICAL ROOF/CEILING ASSEMBLY AT ROOF OVERHANGS TYPICAL ROOF/CEILING ASSEMBLY z I
- - SCALE:3"=1'-0" SCALE:3'=1'-0" u o
w z
a z
z.
U z.
m�
3z
mO eP[
O A.0
"a
m z.a
—0 3 r
o. x8N
P
CCa
F 0,
mch
maoo O
0m w
Z~1�
o mz
`lJjrJ��5�4'
` �
Q�Z
E
o �c
F w 5
�c
a u 0 NN
yZ c
0 at
U
W —
OE N
K
U
S
C
K z
z O ^Wo
S W Q O LL
w O
w 0 O
ww U
x = Ww Lu J
a FOLL J
aa � Q
wx° a U
0 LL ¢oov Q
0
m OO
O J
z LL-
d
a
0
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GA-10.1
0 Schaabel Engineering 2016 All Rights Reserved

Assembly Gross Area Cavil Cont. Proposed Budget U. Section
COMcheck Software Version COMcheckWeb y y pO$e g• COMcheck Software Version COMcheckWeb Footing/Fundatlen Planaverlfied Field-1111 d
R-Value R-Value U-Factor FaCtor,a # Compllesi Comments/Assumptions
or
perimeter
Envelope Compliance Certificate b Re.ID Inepactlon VSlua Value
Inspection Checklist 4.2.4 Installed below-grade wall R- :R- ;❑Complies ;See the Envelope Assemblies
Overhead Coiling Door:Insulated Metal,Non-Swinging,[Bldg. 47 0.130 0,310 [FOl]' insulation type and R-value ❑Does Not ;table for values.
Usel-Manufacturing Faclllty] Energy Code:90.1(2016)Standard °naiat¢nt witn'Ina°'•`i°" ;❑Not Observable
Alum.Storefront Wintlow:Metal Frame:Fixetl,Perf.Specs.: 174 0.350 0.380 6�( ;specifications reported in plans ❑Not Applicable
Product ID n/d,SHGC 0.27,PF 0.33,of 0.51,[Bldg.Use 1- RBQUIFBmemCS:0.04/°were addressed directly In the CDMChECk software '.and COMcheck reports.
Project Information Manufacturing Facility](c) Text In the"Comments/Assumptlons"column Is provided by the user In the COMcheck Requirements screen.For each 4.2.4 Installed!slab-omgratle insulation R- R- ;❑complies 15.the Ear-I.Ens assembles
nervy Code: 90.1(2016)Standard requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F03P ';type and 11-value consistent with ❑unheated ❑Unheated ❑Does Not k,r.r vawe.
Ext.Wall:Other Mass Wall.Heat capacity 8.4.[Bldg.Use 1- 793 -- — 0.081 0.090 Is being claimed.Where compliance Is Itemized In a separate table,a reference to that table Is provided. insulation specifications reported 0 Heated ❑Heated ❑Not Observable reek,
rojea Title: Oxbow Hatchery-Sorting and Spawning Building Manufacturin Facility](b) in plans antl COMcheck reports.
cation: Halfway,Oregon g y ❑Not Applicable
Overhead Coiling Doer:Insulated Metal,Non-Swinginq,[Bldg. 78 --- — 0.130 0.310 Section p
limate Zone: 5b Use 1-Manufacturing Facility] # Plan Review Compllesi Comments/Assumptions 5.B.l.2 ;Slab edge Insulation installetl per ❑Complies
roject Type: New Construction a Budget U-factors are used for software baseline calculations ONLY,and are not code re 6 Re.ID Does Not =
Vertical Glazln Well Area: 8% () ge requirements. [F04]' nufacturer's instructions. ❑
9 (b)'Other'components require supporting documentation for proposed U-factors. 4.2.Z Plans and/or specifications provide all ❑Complies ❑Not Observable y
ertomnance Sim.Specs: EnergyPlus 8.1.0.009(EPW:USA WA_Spokane.Inti.AP.727850_TMY3.epw) IF l Fenestration product pedormi nce most be certli In....mince with NFRC and requires supporting documentation. 5.4.3.1.1, information with which compliance ❑Does Not ❑NBt Applicable
() propose budget 5.] an be determined for the building - ee me en
d Slab-On-Grade d and butl t U-factors shown In table are F-factors. MRl]' _veto tl document where [-]Net Observable
be an 5.5.3.5 Slab etlge insulation ft R ;❑Complies akneassemblres
captions to the standard are ❑Not Applicable [F05]' depth/length. ❑Does Net ;able for values.
Cons[ruc[inn Site: Owner/Agent: Designer/Contractor: - '- '- - claimed. ;
Oxbow,Oregon 83332 Itleho Power Jahn Price 5.5.4,2.3 In buildings>2,500 ft2,any enclosed ❑Complies ❑Not Observable
1221 W.Itlah. The Arohltects Office PLLC Envelope Compliance Statement [PR7]' spaces tllrectly under a root with ❑poes Not ❑Not Applicable
Boise.Idaho 83702 499 W.Main Street omplian<e Statement:The prop.setl envelope design represented In this document Is consistent with the building plans, telling helght>15 ft.antl usetl as an 5.6.1.] ;Ezteri.r insulation protectetl ❑Complies
Boise,Idaho 83702 office,lobb ❑Not Observable ge,sunlight, ❑Does Net
peciflcatlons,and other calculations submitted with this permit application.The prep...E envelope systems have been y.atrium,concourse, [FOfiI' iagains[lama
208-3d3-2931 tl to meek the 90.1(2016 Stentlertl requirements In COMcheck Version COMcheckWeb and t.cam with an applicable c ge lin<ludin ❑Not Applicable
es gne Icomply w y app orritlor,s[oa g moisture,wind,landscaping and
Jehn(g[aeltlaho.comnonrefri tad warehouse), ',emil tmalntenance ❑Not Observable;
antla[ory requirements listed In the Inspection Checklist. gore omen ❑—A ble
gymnasium,fitness/exercise area, activities, pp ice
JQHN PItIQE �R�S 10-19-20 playing area,gymnasium seating 5.8.1.7.3 Insulation in contact with the ❑Complies w
e-TRIe SI lure Date endon exhlblt/i space, Does No[ C
gna rt CO^v [Foil' ;gr°untl has<�0.3%water ❑
Building Area Floor Area m ourtroom,automotive service,fire '.absorption rate per AST C2]2.
tatlon engine room,manufacturing ❑Not Observable p
t-Manufacturin Facility:Nonresidential 2663 orrid.r/transiti.n and bay areas, � ' ❑Not Applicable �
retall,llbrary reading no stack areas, 6.4.4.1.5 ;Bottom surtace of floor structures;R- R- ;❑Complies ead Envelopa---
Envelope oa r7
Assemblies ha nrsportati.n blaggage and seating re for vow . Z
[F011Js :incorporating tng radiant heating ❑Does Not
Assembly Grose AroB CavityCont. Propound eas.or workshop.7hefdaolll following
zone' nsulated to>=R-3.5. ❑Not Observable;r
you Budget U- acquirement apply: g ❑Not Applicable °� w Z
R-Value R-Value U-Factor Factory) under skylights is>=half the floor
Perlbashir area antl(a)the skylight area to Additional Cmrlrmant5/ASSur[1ptioni f 0 K
daylight zone Is>=3 percent with a
Roof:Attic Roof,Wood Joists,[Bldg.Use 1-Manufacturing 15fi8 60.0 0.0 0.017 0.021 skylight Vr>=0,40 or Ibl the z
Facility] mum skylight effective aperture }U m y m_nil percent.The skylights have a ; m a Z.
Floor:Unheated Slab-On-Grade.Vertical2 R.,[Bldg.Use 1- 243 -- 100 0.640 0.620 > urea haze value>90 percent.
Manufactunng Facility](d) moos 3 Z
dtlitional Comments/Assumptions:
°O O
EA,Wall:Other Mass Wall,Heat capacity 8.4,[Bldg.Use 1- 1585 --- — 0.081 0.090
Manufacturing Facility](b) wp■ C W—to
Alum.Store Front Wind—:Metal Frame:Fixed,Pad.Specs.: 137 --- — 0.350 0.380 El�a O„:
product ID n/a,SHGC 0.27,PF 0.33,VT 0.51,(Bldg.Use 1- L�e a a
Manufacturing Facility]Ed WSJ^'
Alum.Store Front Door: Perf.Specs.:Product ID n/a,SHGC 21 _. — 0.650 0.680 'm= C e
0.40,VT 0.30,[Bldg.Use 1-Manufacturing Facllltyl(c) °a =¢g F
•a l a w
Ext.Wall:Other Mass Wall.Heat capacity 8.4,[Bldg.Use 1- 793 -- — 0.081 0,090 o O Q
Manufacturing Facility](Ib
Alum.Storefront Door:,Perf.Specs.:Product ID n/a,SHGC 23 --- — osse 0.680
VE
0.40,W 0.30,[Bids Use 1-Manufacturing Facllltyl(c)
Zinn.Storefront Window:Metal Frame:Fixed,Farr.Specs.: 60 — — 0.360 0,380
Product ID ni SHGC 0.27,VT 0.51,[Bldg.Use I- �'-CT*�T
Manufacturing Facility](U v f r�
Exc.Wall:Other Mass Wall,Heat capacity 8.4,[Bldg.Use 1- 17M --- — 0.081 0.090 . Y�
Manufactudnq Facility](b) m Q ro Q
Insulated Metal Door:Insulatetl Metal,Swinging,[Bldg.Use 1- 42 -.. — 0.320 0.370 O W =
Manufacturing Facility] K CO Uj 4 r
1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tler 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Z be�Q
Q O
Project Title: Oxbow Hatchery-Sortlnq and Spawning Building Report date:30/19/20 Project Title: Oxbow Hatchery-Sortlnq and Spawning Building Report date:30/19/20 Jett TI[le: Oxbow Hatchery-Sortlnq and Spawning Building Report date:30/19/20 Project Title: Oxbow Hatchery-Sorting and Spawning Building Report date;30/19/20 C�0 Z
Data filename: Page 1 of 11 Data filename: Page 2 of 11 �ata filename: Page 6 of 11 Data filename: Page 7of 11 �Jriin
seem
•C�1.'
J a
Z
section section section section
Id
Field Verified plansrified Fleltl Vednetl plans Verified Field Verified# Framing/Rough-In Inspecti Compllesi Comments/Assumptlons # Insulation Inspection Compllesi Comments/Assumptlons # InsulMlon Inspection Compllesi Comonamb inn.dons # Final Inspection Compllesi Comments/Assumptlons W E
Value ValueValue Value ValuebR6ID bR .IDb R .ID -mop
5.4.3.2 .Factry-built and site-assemble ❑[°mplies ; 42.4 llns[alletl roof insulation type antl R- ;R- '.❑[.mplies ;See me Envelope assemblies 5.8.1.].2 F.untlati.n vents tl.no[in[ertere ❑Complies 5.4.3.3 Weatherseals installetl on all loading ❑Complies[FRS]' '.fenestration and doors are ❑Does Nat ]IN2]' R-value Consistent wiM insulation;Q Above deck ❑Above deck ❑Does Not ;table rorvalues. IINl6]' with insulation. ❑Does No[ IFIl]' 'tlock Cargo doors in Climate Zones d- ❑Does N.[labeled or certified as meeting specifications reportetl in plans 8.❑Not Observable I❑Metal ❑Metal ❑Not Observable ❑Not Observable ❑Not ObservableNleakage requirements. and COMcheckreports.For some❑Not Applicable ceiling systems verifcad.n may ❑Attic ;❑Attic ❑Not Applicable ❑Not Applicable ❑Not Applicable5.43.4 Vestibules are installetl where ❑[.mpliesneetlto occurtlring Framing 5.8.1.8 Insulation in[entletl to meet[he ❑Complies Additional Comments/Assumptions: "U [FR4]a builtling entrances sepaate ❑Does Nat jlnspec[i.n. [IM171s roof insulation requirements ❑Does Notoonditioned space from the 5.8.1.2, ;Roof insulation installetl ❑Com lies ; nnot be installetl on top of a rn c;exterior,and meet exterior ❑Not Observable ma Par P suspendedceilln Mark this ❑Not Observable W O .Not A ble 5.8.1.3 nufacturer's instructions. ❑Does N.[ 9' ❑Not A ble - Nenvelope requirements.Doors PP ice requirement compliant it pp iceIIN3]t Blown o,p,,,d I....,11ihave self-closing devices,and a 'insulation is installetl only where ❑NotObservable; nsulation is Installed accordingly.
7 ft apart(>=16 R apart fo (the cellin l0 3:12. ❑Not Applicable adjoinging area>=.0 7 as e-isde Atltlitienal Comments/Assumptions:
sg.ft.).Ves f bolr Floor area000 4.2.4 lns[alletl above-gratle wall R-_ R-_ ;❑[°mplies ;See me Envelope Assemblies150 sq.R.or 2 percent of the ; EN61i insulation type antl R-value ❑Mass ❑Mass ❑Does N.t ;table Nr vaues.--itljoining contlitionetl floorarea Iconsis[en[wi[h insulation Metal ;❑Metal ;❑Not Observable
specifications reported in plans
5.5.4.3a (Vertical fenes[rafi.n U-Factor. U. ;U- ;❑Complies ;See the Envelope Assemblies lend CO Mc heck re port. ;Steel '�O Steel' Applicable
(FRB]' ❑Does Not ;table tbrvarues. ;❑Wood
;❑wood ; ;
❑Not Observable
s ❑Not Applicable I
5.5.4.3b Skylight fenestration U-Factor. U- U-_ ;❑[.mplies Sea the Envelope assemblies 51.8.1.2 IAb.ve-gratle wallinsulatlon ❑Complies ; W
[FR91' ❑Does NO[ ;t bra norvafues IIN7]' lmstalled per manufacturer's ❑Does Nat
IinshVctions. ❑Nm Observable U
❑Not Observable
❑Nm Applicable ❑Not Applicable ; z
2 5.5.4.4.1 Vertical fenestration SHGC value.;SHGC:_ SHGC:_ ;❑[.mplies es the Envelope Assemblles 4.2.4 Installed floor Insulation type and;R-_ R-_ ;❑❑.mplies ;See me Envelope Assemblies Q
U IFR1oP ❑Does NO[ ;able norvarues. ]IN81' R-value consisten[wi[h insuladon;O Mass ❑Mess ❑Does Nat ;table 1prvalues.
o: .specifications reportetl in plans J
4 ❑Not Observable antl COMcheck reports. Steel ❑Steel ;❑Nm Observable
❑Nm Applicable �❑Wood �❑Wood ❑Not Applicable
J_
w 5.5.4.4.2 Skylight SHGC value. SHGC:_ SHGC:_ ;❑[.mplies es the Envelope assemblies Z
IFR31]' ❑Does Nat ;blbfe no,varues. U
m 5.8.1.1Builtling envelope insulation is ❑Complies ; F O
❑Not Observable IIN1011 labeled with R-value or insulation' ❑Dees Net Q
c0 ❑Nm Applicable LL
certificate has been provitletl
o listing R-value antl other relevant ❑Not Observable � J
5', 'Fenestration products ratetl(U- ❑[.mplies [) Z !ll
S Si-- factor,SHGC,and ur)in ❑poes Nat tla[a. ❑Nm Applicable Z Z [1 Q ���rr'�� V
w S,Bi accordance with NFRCor energy 5.8.1.9 Building envelope insulation ❑Complies ; W a iN�/ x„/ z
Z 5. code default are used. ❑Not Observable JIN18F extends over the full area of[he ❑Does N.[ d to LL
0 111
❑Not Applicable component at the proposed ratetl ❑Not Observable 0 'If U.1 Z
iR orU value. W Q [1❑Not Applicable
3 5.8.2.2 ;Fenestration antl door product ❑[.mplies ; 5.8.1.4 Eaves are baifietl to tleflect air to ❑Complies ; U
ro IFR131' are labeled,or a signed and ❑Does Not [INll]' .above the insulation. Does N.[ W U w Q
X ;dated certificate listing the U- = W w
O ;factor,SHGC,W,and air leakage ❑Not Observable ❑Not Observable; U W
ate has been provitletl by the ❑Not Applicable ; ❑Not Applicable H b LL w (n
5.5.3.E ;U-factor of oufac
an r tl.ors U- U- ;❑Com lies ee the Envel Mies 5.8.1.5 Insulation is installetl in ❑Complies W
paque p ppeassem ENl2f` bs[antial contact with the ❑Does Net (i O Q
IFR141z assacia[etl with[he builtling Swinging ❑Swinging ❑Does N.[ re rOr valu inside surtace separating = U
pe mee ❑Not Observable 2 a- N J Q
U Mquirs envel. is ;0 Nonswinging �❑Nonswinging ❑Not Observable;t conditioned space from fn i�/
requirements. a conditional space. ❑Not Applicable LL Q < w
a TIN131' Recessed equipment installed In ❑Cemplles
O 5.4.3.1 ;Continuous air barrier is �Elccni ; IIN131' builtling envelope assemblies ❑Does N.[does not compress the adlacent ZIFR35]' �wrappetl,sealed,caulked, oes N.[ nsulation. ❑Not Observable Z
gasketed.and/or taped in an ❑Not Applicable j( w
mapproved manner,except In m Observable;otA I ble Elcl.].1 Attics and mechanical rooms ❑Cemplles ; O N
E. Isemiseated spaces in climate PP ice O LL
zone 1-fi. [IN15F have insulation protected where []Does Net
Additional Comments/A55umptlons: adjacent to attic or equipment ❑Not Observable Z
❑Not Applicable 0 l l^
vJ
d J_
a
Q F1THigh Impact JTier ll 12 1 Nation,impact(Tier 2) 13 1 Low Impact(Tier 3) 11 High Impact JTier ll 12 1 Nation,Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 111High Impact(Tier 3) Medium Impact(Tier 2) -3 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) -3 Low Impact mer3)
m Project Title: Oxbow Hatchery-Sorting and Spawning Building Report date:10/1920 Project Title: Oxbow Hatchery-Sorting and Spawning Building Report date:1011920 Pmj,'Title: Oxbow Hatchery-Sorting and Spawning Building Report dute:10/19/20 Project Title: Oxbow Hatchery-Sorting and Spawning Building Report dute:10/19/20 CoData filename: Page 8 of 11 Data filename: Page 9 of 11 Data filename: Page 30 of 11 Data filename: Page 11 of 11
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
C
GA-11
0 Schnabel Engineering 2016 All Rights Reserved

COMcheck Software Version COMcheckWeb Assembly Gross Area Cavity Cont. Proposed Budget U. COMcheck Software Version COMcheckWeb s°`ti°" Peoples Foundation Plana Verlfletl Fleltl Verined
R-Value R-Value U-Factor Factor # complll Comments/Assumptions
or Pact
Perlmeler
Envelope Compliance Certificate b Re.ID Inelon Value Value
f Inspection Checklist 4.2.4 Insti bd -gradewall P- R- ❑Complies ;5e Me Eevelppea emb,ies
Insulate Metal Door:Insulated Metal,Swinging,[Bldg.Use 1- a2 0.320 0,370 IF insulation type antl R-value 'I�DOes Not ;table for values.
Manufactudnq Facility] insistent with insulation
Energy Code:90.1(2016)Standard specification'reported 'I❑Netobservable
Insulated Metal Door Manufacturing
ng Facility]
Insulated Metal,Swinging. 21 ... - 0.320 0.370 ;sped ep pans ❑Not Applicable
[Bldg,Use 1-Manufacturing Fedli[y1 Requirements:0.0%were addressed directly in the COMcheck software land cod slab reports.
PPDJBCt Information Text In the"Comments/Assumptions"column Is provided by the user In the COMcheck Requirements screen.For each 4.2.4 IlnsWlletl slab-ongrade insulation R- R. IOcomplies 1,rar vauees eassemenes
nervy Code: 90.1(2016)Standard Est.Wall:Wood-Framed,16In,o.c.,[Bldg.Use 1- 1194 3Io no O.a82 ildel requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception P0312 type and R-value consistent with 0 Unheated ❑Unheated ❑Does Net
Manufacturing Facility] Is being claimed.Where compliance Is Itemized In a separate table,a reference to that table Is provided. nsulation specifications reportetl!0 Healed j❑Heated ❑Not Observable an
ro]ea Title: Oxbow Hatchery-Hatchery Building with R-35 Windows in plans and c-check reports.
Is,
Halfway,Ore Alum.Store Front Door:Insulated Metal,Swinging,[Bldg.Use 1 24 _. - 0.550 0.370 ❑Not Applicable
Y,Oregon -Manufacturing Facility] 9e<tlon p
limate,Zen,: 5b Insulatetl Memel Door:Insulatetl Metal,Swinging,[Bldg.Use 1- 42 _. - 0.320 0.370 # Plan Review Complles7 Comments/Assumptions 5.8.1.2 ;Slab etlge'msulati0n installed per ❑Complies
roject Type: New Construction Manufacturing Facility] b Re.ID iF041' 1 nnam.f.ch-instructions. ❑Does No[ =
Vertical Glazing/Wall Area: $eb Overhead Coiling Door:Insulated Metal.Non-Swinging,[Bldg. 18B -- - 0.130 0.310 4.2.1, Plans antl/or specifications provide all ❑[,,plies ❑Not Observable y
Sim.Specs; EnergyPlus8.1.0.009(EPW:USAWA_Spokane.Int1.AP.727850TMY3.epw) Usel-ManufacturingFacility] 5.4.3.1.1, inf-stim,withwhi,lcompliance ❑Does Not _ ❑NetO ble
- - Insulatetl metal door with glass:Insulated Metal,Swinging, 63 --- - 0.320 0.370 5.7 can be datertnlnetl for[he builtling Applicable
❑Not Observable
[BItlg.Use 1-Manufacturing Facility] [PRl]' nvelope antl tl e standard are 5.5.3.5 '..Slab edge Insulation ft R ❑Complies ee to Envelope assemblies
c [ t the standard are ❑Not Applicable ;able for values.
Alum.Store Front GCWindow:Metal Frame:Fixed,Pert.Specs.: 18 --- - 0.350 0.380 cl ep ins o [FOS]' ".depth/length. ❑Does Net
Construction Site: Owner/Agent: Designer/Contractor: Product t,n/a,SHGC 0.27,Vi 0.51,[Bldg.Use 1- claimed.
Oxbow,Oregon 83332 Itlaho Power Jahn Price Manufacturing Facility](b) 5.5.4,2.3 In buildings>2,500 ft2,any and osetl ❑Complies ❑Not Observable
Bois W.Idaho The W.A,chl Main S Office PLLC [PR7]1 spaces directly antler a roof with ❑Does Not ❑Not Applicable
Boise.Idaho 83702 499 W.Main Street (e)Budget U-factors are used for software baseline calculations ONLY,and are not cotle requirements. telling heights 15 ft.and usetl as an 5.6.1.7 IEzteri0r insulation protec[etlWIE1�1otObsemable
omplies
Boise,Idaho 83702 fib)Fenestration product pertormance must be certified In accordance with NFRC and requires supporting documentation. office,lobb ❑Not Observable
y,atrium,concourse, [FOfi]1 :age
damage,sunlight, oes Net
208-343-2931 (c)Slab-On-Grade proposetl and budget U-factors shown In table are F-factors. orritlor,storage lin<lutling ❑Not Applicable moisture,wind,lantlscaping and
lehn(�[aeltlaho.com nrefrigerated warehouse), ',equlpment malnienanceot Observable
gymnasium,fitness/exercise area, activities. O[Applicable
r ' playing area,gymnasium seating S.8.1.7.3 Insulation in contact with theomplies w
nvelope Compliance Statement a,convention exhlblVevent space, [F07]1 ground has-0.3%water C
Building Area Floor Area courtroom,automotive service,fire sbscr ion rate ASTM C272. oes No[
ompliance Statement:The prep osetl envelope design represented in this document is consistent with the building plans, tatlon engine room,manufacturing Pt per
1-Manufacturin Facli :Nonresidential 3521 paccation,and other calculations submitted with this permit application.The proposed envelope systems have been orrid,untransi[i0n antl bay areas, ot Applicable
eslgnetl to meet the 90.1(2016)Standard rcqulrements In COMcheck Version COMcheckWeb and[0 comply with any applicable retail,library 'm O reading antl stack areas,
andatory requirements listed In the Inspection Checklist. dlstrlbatl0N5urting area, 6.4.4.1.5 IBOttpm surface of floor structures;R-_ R- ❑Compiles ee Me[nvelope assemblies ea N
[F011p incorporating radiant heating ❑Does Not
insulated to>=R-3.5. erpr vela Z
Envelope JOHN PRICE �;s trans nangkoop.m¢rouowingn I ❑Not observable race
1
�ya�. /*b_ 10-19-20 s,o 99ahe an g
Aeaambly Grose AroB Cavity Cent Proposed Budget U- me-Tte Slgnamure / Date aequiremen�s apply:The daylight zone'; ❑Not Applicable u0 w Z
R-Value R-Value U•Feolor Faetati under skylights I,-half the Floor
PBFInIBIef area and(a)the skylight area to Additional COmrrlenta/ASsumptione:f O K
daylight zone Is>=3 percent with a
Roof:Attic Roof,Wood joists,[Bldg.Use 1-Manufacturing 3265 60.0 0.0 0.017 0.021 skylight Vr>=0,40 or(b)the z
Facility] mum skylight effective aperture }U m y m_nil percent.The skylights have a m a Z.
Floor:Unheated Slab-On-Grade.vertical R.,[Bldg.Use 1- 942 _- 100 0.640 0.620 > umd haze value>90 percent.
Manufacturing Facility](c) meal 3 Z
lludditional Comments/Assumptions: _
°O RC O
EA,Wall:Wood-Framed.16in,o.c.,[Bldg.Use 1- 704 21.0 0.0 0.062 0.051 V
Manufacturing Facility] III
alp
Insulated Metal with wIm ow:Insulated Metal,Swinging,[Bldg. 21 --- - 0.320 0.370 e ��" �`<O
Use 1-Manufacturing Facility] L�e a a
Insulated Metal:Insulated Metal.Swinging.(Bldg,Use 1- 42 -- - 0.320 0.370 yGwu w
Manufacturing Facility] o a C r
Al-Store Front Window:Metal Frame:Fixed,Pert.Specs.: 60 --- - 0.350 0.3. w
Manufacturing
to ing SHGC 0.27,VT 0.51,[Bldg.Use 1- o O I
BManufacturing Facllltyl(b) sa
Ma Wall:ring Farametl,161n.o.c.,(Bldg.Use 1- 1184 21.0 0.0 0.062 0.051
Manufacturing Facility]
Alum.Stor Front Window:Metal Frame:Fixed,Pert.Specs.: 40 -- - 0.350 0.380
Product ID Na,SHGC 0.27,Vi 0.51,[Bldg.Use 1
Manufactudnq Facllltyl(b)
Ins lated Metal Door with glass:Insulated Metal,Swinging. 21 -- - 0.320 0.370 F 0,
[Bldg,Use 1-Manufacturing Facility]louibf
W=Q n
I Wall:Wood-Framed,16In.o.c.,(Bldg.Use 1- Do CI
704 21.0 0.0 0.062 0.051 0 W O
Manufacturing Facility] K LU Uj r
1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact C lair 31 1 High Impact(Tier 11 Medium Impact(Tier 2) 3 Law Impact(Tier 3) Z F W Q
J O
Data filename;Oxbow Hatchery-Hatchery Building with R-35 WlntlOws Report gee:30of/10 Data filename;Oxbow Hatchery-Hatchery Building with R-35 WlntlOws report gee:l0of/11 �ata filename:Oxbow Hatchery-Hatchery BUIMInq with R-35 WlntlOws Report date:16 Of 11
Project Data filename:Oxbow Hatchery-Hatchery Building with R-35 Windows Report tlga¢te:170/Of9/11 1^. m Z�,ey
'CJI���S Q`ll
z
seem (3
section section section section
lir
plansfied Fixetl Verinetl Planrified Field Vrified# Framing/Rough-In lnspecd ompllesi Comments/Assumptions # Insulation InspectionCompllesiComments/AssumptionsInsulMlon Inspecdon Compllesi Comments/AssumptionsFinal Inspection Compllesi Comments/Assumptions W i=ValueValue Valu ValuebID b R .ID b R .ID -5.4.3.2 Factory-built and site-assembl ❑Complies 42A 1Installed roof insulation type antl;R- R- '.❑Complies (see Me Envelope assemblies 5.6.1.7.2 Foundation vents do not incenere OCom plies 5.4.3.3 Westherseals installetl on all loading LICompliesIFRl]1 '.fenestration and doors are Does Net IIN2]1 R-value consistent wiM insulation;Q Above tleck ❑Above Misk ILI.,Nut I table ror values. IIN1611 with insulation. ❑Does NO[ [Fill' 'duck Cdrgo doors in Climate Zones 4- ]Does NO[abeled or certified as meeting specifications repprtetl in plans 8.Not Observable ❑Metal ❑Metal ,❑Not Observable ❑Not Observable ❑Not Observable -eaage requirements. and COMcheck reports.For some INot Applicable ceilingsystemsverification may 0 Attic II]Attic ❑Nut Applicable ❑No[Applicable ❑Not Applicable Sw5.43.4 Vestlbules are lmusiled where ❑Complies reatl to occur during Framing 5.8.1.8 Insula1sminteroatltomeetthe ,Complies Additional Comments/Assumptions: .0
T [FR4F builtling entrances separate ❑Does Net ;Inspection. [IN17j° roof insulation requirements ❑Does Nut Z o to
onditioned space from the 5.8.1.2, ;Roof insulation installetl ❑Com lies nnot be installetl on top of a;exterior,and meet exterior ❑Not Observable ma Per P uspended ceilln Mark this ❑Not Observable aO ONa[A ble 5.8.1.3 nufacture,',instructions. DoesNO[ g' ❑Not A bleenvelope requirements.De°rs pP ica requirementcompliant if pp IcaIIN3]1 iBlOwn or p0uretl loose-hll7 ;have self-closing devices,and 'insulation is installetl only where NotObservable nsulation is Installed accordingly.7 R apart 1-16 R apart f ;the cellin Io 3:12. ❑Not A;adjoinging floor area>=9000 a s p-is<= Adtlitional Comments/Assumptions:
Vestibule Roar are.< 4.2.4 Ilns[alletl above-ratleR-_ R-_ 1❑Complies ISee Me Envelope150 sq.R.or 2 percent of the IINfi]1 IlnsulaU.n type and R-value �O Mass ;OMass ❑Does NOt (--itljoining contliti0netl floorare Iconsls[en[wi[h insulationMetal ;❑Metal ❑Not Observable
I sfus,fcations reported in plans
5.5.4.3a (Vertical fenes[rafiOn U-Factor. U. IU- IOComplies I see the Envelope assemblies lend COMcheck report. ;l]Steel '�O Steel ❑No[Applicable
(FRB]' ❑Does No[ Treble norvaiues. ;I]Wood ;El Weed I
❑Not Observable
i ❑Nm Applicable
5.5.4.3b ;Skylight fenestration U-Factor. U- U Lice lies ee the Eeve Assemblies 51.8.1.2 IAbOve-gratle wall insulation ❑Complies W
[FR91' ❑Does No[ Treble no, IIN7]1 Installed per manufacturer's ❑Does Nat
Ilnswctions. -]Na Observable U
❑Nat Observable
❑Nm Applicable ❑Nat Applicable z
2 5.5.4.4.1 Vertical fenestration SHGC value.;SHGC:_ SHGC:_ IOCOmplies as Me Envelope assemblies 4.2.4 Installedfloorinsulatlontype and;R-_ R-_ ❑Complies I sre Me Envelope Assemblies Q
U IFR10P ❑Does No[ Treble forvaiues. IIN61' R-value consisten[wi[h insulahim Mass ;]Mass ❑Does Nat (table b,values.
o: I specifications reported in plans J
4 ❑Not Observable antl COMcheck reports. ❑Steel El Steel ❑Nm Observable n
❑Nm Applicable ❑wood WWd ❑Not Applicable LecL
5.5.4.4.2 I Skylight SHGC value. SHGC:_ SHGC:_ Lice lies reMe Envelope assemblies Z G
u�j W1121P ❑Does Nat Treble rorveiues. ()
m S.B.1.1 Builtling envelope insulation iis ❑Complies F O �rr��
❑Not Observable IIN101' labeled with R-valus or insulation ❑Does Net Q L!
6 ❑Nnt Applicable certificate has been provided
o I listing R-value and other relevant ❑Nnt Observable } J Z
8, 'Fenestration products ra[etl(U- OCOmplies [) Z
S Si-- factor,SHGC,and ur)in ❑Does Nat tla[a. ❑Nnt Applicable Z Z [1
w 5,It accordance with NFRC or energy 5.8.1.9 Building envelope insulation ❑Complies I W a
Z 5. code defaults are used. ❑Not Observable IIN181' extends over the full area of the ❑Does Net d LL J
t3 if, EINot Applicable component at the proposed ratetl X❑Nm Observable'' } LU D
iR or U value. W O❑Not Applicable
3 5.8.2.2 ;Fenestration and door products OCOmplies s.8.1.4 Eaves are baifietl to tleflect air to ❑Complies
ro [FR1311 are labeled,or a signed and ❑Does Nat IlNlll' .above[he insulation. ❑Does NO[ W �J U w
x ;da[etl certificate listing the U- I = 11J w
O ;factor,SHGC,W,and air leakage ❑Not Observable El Observable U W t�/
;ate has been provitletl by[he ❑NO[Applicable ❑Not Applicable H b LUmanufacture w LL
5.5.3.6 ;U-factor of or d0 U- U- ❑Com lies es Me Envel Mies 5.8.1.5 snsulatmist intact in ❑Complies I = d W = U.1
paque p opeassem IIN121' subs mist contact with the ❑Does Net IS IFR14P associated with the building 5winging ❑5winging ❑Does Nat ie forvalu nside surtace separating = d U Q
Urn We meet, ❑Not Observable I 2 d �/ J
;mquIne envelo is (]Nonswinging I]Nonswinging ❑Not Observable It conditioned space from fin �Q U
requirements. a conditional space. ❑i Applicable LL < O LL w
'O 1❑N.Applicable n �_ U
a 5.8.1.6 Recessed equipment Installed In ❑Compiles > Q
O 5.4.3.1 1Continuous air barrier is ❑Complies IIN1311 builtling envelope assemblies ❑Does Net >
does not compress the adjacent O z
IFR35]1 �wr.pp d,-led,caulked. ❑Does Na[ nsulation. ❑Not Observable m
~ gasketed.anNor taped in an ❑Not Applicable j( w m (approved manner,except In ❑Nnt Observable
❑Not A ble 5.8.1.7.1 Attics and mechanical rooms ❑Compiles ()
Z ;semlheated spaces In climate pP Ica
zones 1 [IN157i have insulation protected where ❑Does Net
Additional Comments/Assumptions: adCeSSnt to attic Or equipment ❑Not Observable Z
❑Not Applicable I
d J_
a
Q F1THigh Impact frier ll 12 1 Medium Impact frier 2) 13 1 Low Impact(Ter 3) 11 High Impact frier ll 12 1 Medium Impact frier 2) 13 1 Low Impact(Ter 3) 1 111High Impact(Tier 3) Metlium Impact(Tier 2) -3 Low Impact trier 3) 1 High Impact(Tier 3) 0 Metlium Impact ITier 2) -3 Wwlmpact(Tier3)
O Project Title: 01 Hatchery-Hatchery Building with R-35 Windows Report date:10/1920 Project Title: 01 Hatchery-Hatchery Building with R-35 Windows Report date:1011920 Protect Title: Oxbow Hatchery-Hatchery Building with R-35 Windows Report it..:10/19/20 Project Title: Oxbow Hatchery-Hatchery Building with R-35 Windows Report it..:10/19/20 CID
filename: Page 8 of 11 Data filename: Page 9 of 11 Data filename: Page 30 of 11 Data filename: Page 11 of 11
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
C
GA-12
0 Schnabel Engineering 2016 All Rights Reserved

COMcheck Software Version COMcheckWeb fa)BudgetU-rattorsareused for software baseline calculations ONLY,and are not code requirements, COMeheek Software Version COMcheckWeb s°`ti°" Feming/Fapnaatien Planavarinea Field vadnad
fb)Fenestration product performance must be certifetl in accordance with NFRC and requires supporting decumentation. # Inapectlon Velua Value Compllesi Cemmenta/Assumptions
I.)Slab-On-Grade proposed and budget U-factors shown In table are F-factors. b Re.ID
Envelope Compliance Certificate Inspection Checklist 4.2.4 Installedo below-gratle wall R- :IL IDC.-Plies ;See the Envelope assemblies
• _ [FOly nsulati0n type and R-value ;LIDOea Not ;table hr values.
EnergyCode: 2016 Standard sistentwitn'Insulen°"
Envelo a Compliance Statement ( J ';specifications reported in plans :'Not observable
P P and re is i EINot Applicable
Requirements:0.0%were addressed direct) in the COMcheck software Po
PYDJBCt Information ompliance Statement:The proposed envelope design represented in this document Is consistent with the building plans, Text In the"Comments/Assumptlons"column Is provided by the user In the COMcheck Requirements screen.For each 4.2.4 Installed slab-on9rade insulation R- R. :'Complies velppe assemblies
esi red ons,and other calculations,bhStandard
requirements
this permit appkcauon The proposed envelope systems wave been re uifement,the user certifies that a code re rement will be met and how that is documented,or that an exception [F0312 type and R-value consistent with El Unheated I]Utesi d ';Copes Not ie rpr values.
nergY Code: 90.1(2016)Standard g tl to meet the 90.1(ZD16)5tantlartl req Irements In COMcheck Version COMcheckWeb and to comply with any applicable 4 qul p nsulatron specificatrons reportetl
rojea Title: Oxbow Hatchery-Shop and Storage Building amatory requirements listed In the mspecnon Checklist. �n>> Is being claimed.Where Compliance Is Itemized In a separate table,a reference to that table Is provided. in plans and cOMcheck reports. ❑Heatea j❑Heatea 'ICNot Observable it
cation: Halfway,Oregon JOHN PRICE yat�./��� 10-19-20 'ONot Applicable j
Be<tlon p
limate Zone: New
me- Re Signature Ddte # Plan Review Compllesi Comments/Assumptions 5.8.1.2 ;Slab edge insulation
installed per' CComplies
'reject Type: New Construction b Re.ID [F04]' rer's instructions. Copies M.
=
an..-
Vertical Glazing/Wall Area: 3% 4.2.Z Plans and/or specifications provide all CComplies '.mCNot Observable y
Sim.Specs; EnergyPlus8.1.0.009(EPW:USA WA_Spokane.Inti.AP.727850TMY3.epw) 5.4.3.1.1, information with which compliance Does,Net- - 5.7 an be tletertnlneI for the building _ ONa[Applicable
[PRlI' nvelo tltlocurrent where ❑Not Observable ee me En pe an S.5.3.s ,.Slab edge insulation ft R :CComplies velni,assemblies
captions to the standard are ❑Not Applicable [F05]' depth/length. :CDpes Net ;able rpr values.
Cgns[ruc[ion Site: Owner/Agent: Designer/Contractor: claimed. :CNot Observable;
Oxbow,Oregon 83332 Itleno Power Jahn Price 5.5.4,2.3 In builtlings>2,500 R2,any enclosetl 'Complies El-Applicable
1221 W.Idaho The Architects Office PLLC [PR7]' spaces directly under a roof with ❑Does Not
Boise.Idaho 83702 499 W.Main Street calling heights>15 ft.antl usetl as an 5.6.1.7 :ErteriOr insulation protec[etl CComplies
Boise,Idaho 83702 ❑Not Observable
208-343-2931 office,lobby,atrium,concourse, ❑Not Applicable [FOfiI' :.against damage,sunlight, ODoes No[
[e-mail] onrefrr,s[ofed¢warelhouse), pp '', ture,wind,Iantlscaping antl CNot Observable
c gera equipment main,nonce CNOtA bl
gymnasium,fitness/exercise area, activities. pp ice
playing area,gymnaslum seating 5.8.1.7.3 ',Insulation in contact with the OComplies w
vendon exhlblVevent space, ¢
BuildingArea Floor Area courtroom,automotive service,fire [FO]I' :ground has a=0.3%water Copies Net
bsorpt rate per ASTM C272.
ration engine roam,manufacturing CNot Observable
1-Workshop:Nonresidential 3383 -all,
r irr me antl bay areas, 'Not Applicable N
retail,Ilbrary reading antl stack areas,
tlis[rlbu[lon/sOrting area, [6.F0111.5 :Bottom sting ra ffloorstructures;R-_ R- :CComplies ee Me Envelope assemblies ea M
Envelope Assemblies transportation baggage and seating ie M,vain . z N
[F011Jf :incorporating tng ratliant heating ';'pipes No[
Assembly Groee Aroa Cavil ContProposed eas.or workshop.7hefda°Ill ht zone' insulated t°>=R-3.5. :CNot Observable;t
y pose Budget U- aequirements appy g 'Not Applicable u0 w Z
R-Value R-Value U•Factor Factory) under skylights is>=half the floor
Perimeter area and(a)the skylight area to Additional Condinnente/A66urrlptionet f G K
daylight zone Is>=3 percent with a
Roof:Attic Roof,Wood joists,[Bldg.Us¢1-Works pl 3383 38.0 0.0 0.027 0.021 skylight Vr>=1,41 Or Ib)the z
g }U O
Floor.Unheated Slab-On-Grade,Vertical2 R.,Bldg..Use 1- 288 --- 10.0 0.640 0.520 m=n'1 per m cent.kyli The skht effective aperture
ylights have a °1
: m a
Workshop](c) measured haze value>90 percent.
SOM tltlltional Comments/Assumptions:
Ext.Wall:Woad-Frametl,161n,o.c.,[Bldg.Use 1-Workshop] 1448 21.0 0.0 O.OB2 0.051 �Oe
sa�u O
Alum.Store Front Window:Metal Frame.rlxetl,Perri.Specs.: 112 --- - o.3s0 0.I „..Product lD ri SHGC 0.27,VT 0.51,[Bldg.Use 1- Eda'w
Workshop]Ib) O
`a
EA.Wall:Wood-Framed,16in.o.c.,(Bldg.Use 1-Workshop] 448 21.0 0.0 0.062 O.osl o a p a
Insulated Metal Door with glass:Insulated Metal,Swinging, 21 ... - 0.320 0.370 H
[Bldg.Use 1-Workshop]
Ext.Wall:Weed-Framed,l6in.o.c.,(Bldg.Use 1-Workshop] 144E 21.0 0.0 0.012 0.111 H e
Insulated Metal Door:Insulated Metal,Swinging,[Bldg.Use 1- 42 .- - 0.320 0.370
Workshop]
Overhead Colling Door:Insulated Metal.Non-Swinging,[Bldg. 712 ... - 0.130 0.310 '}+
Use 1-Workshopl
Ext.Wall:Wood Framed,l6in.o.c.,[Bldg.Use 1-Workshop] 446 21.0 0.0 0.082 0.051 V�
Insulated Metal Door:Insulated Metal,Swinging,[Bldg.Use 1- 42 -.. - o.320 o.370 W r
Workshopl m Q A t�
0m-� w
1 High Impact(Tier lj I I I Medium Impact(Tier 2) 3 Law Impact filar 3) 111 High Impact(Tier 1) Medium Impact(Tier 2) 3 Law Impact(Tier 3) Z O W.
Project Title: Oxbow Hatchery-Shop and Storage Bulldlnq Report date:30/19/20 Project Title: Oxbow Hatchery-Shop and Storage Building Report date:30/19/20 Jett TI[le: Oxbow Hatchery-Shop and Storage Building Report tlate:30/19/20 Project Title: Oxbow Hatchery-Shop and Storage Building Report date;30/19/20 p DAD Z
Data filename: Page 1 of 11 Data filename: Page 2 of 11 �ata filename: Page 6 of 11 Data filename: Page 7 of 11 f1�� •�fC'A
_ ( l
Z
section section section section el�" _
lir
fied Fleltl Vedned Planrified Field VerifiedFraming/Rough-In Inspecti ompllesi Comments/Assumptlons # Insulation InspeRlon CompllesiCommants/AssumptlonsInsulrtlon Inspection Compllesi Comments/Assumptlons Final Inspection CompllesiComments/Assumptlons W i=ValueValue Valu Valueb Re.ID & .ID b R .ID b R .ID - 05.4.3.2 .Factory-built and site-assembl 'Complies : 42A :installetl roof insulation type and;R- :R- 1.'Complies 1 See Me Envelope assemblies 5B.1.7.2 Foundation vents do not interfere ]Complies 5.4.3.3 Westheneals installetl on all loading 'CompliesIFRl]' '.fenestation and doors are Does Nat IIN2]r R-value consistent wiM insulation;Q Above tleck ❑Above deck :'DO¢s Nat :table rprvalues. IINl6]� with insulation. ❑Does No[ IFIl]' 'dock Cargo doors in Climate Zones 4- EDoes NO[labeled or certified as meeting Ispecifica[ions reportetl in plans 8.NM Observable ❑Metal :❑Metal ':CNM Observable ❑Not Observable CNot Observable -leakage requirements. and COMcheck reports.For some INot Applicable ceilingsystemsverifcatrOn may;0 Attic :I]Attic '�ONot Applicable ❑No[Applicable CN°t Applicable S5.43.4 Vestibules are installetl whereComplies : need to occur during Framing5.8.1.8 I nsulah.minteroadmor [he CComplies Additional Comments/Assumptions: ".0
TIFR4]a builtling entrances separate 'Does Nat jlnspection. [IN171° roof insulMlon requirements ❑Does Not Z o co
onditioned space from the 5.8.1.2, ;Roof insulation installetl 'Com lies : nnot be installed on top of a;exterior,and meet exterior 'Not Observable -a Per p uspended ceilln Mark this ❑Not Observable _UcO 'Not A ble 5.8.1.3 nufacturer's instructions. DoesNO[ 9' ❑Not A bleenvelope requirements.Doors pP ica requirementcompliant if pP iceIIN3]t iBlOwn or poured loose':7 ;have self-closing devices,and 'insulation is installetl only where NMObservable: nsulation is Installed accordingly.7 ft apart 1-16 R apart h : ;the cellin Io 3:12. 'NM Applicabl'djoinging floor area>=4000 : a s pe is<= Adtlitional Comments/Assumptions:
Vestibule floor are.< 4.2.4 11ns[alletl above-gratleR-_ R-_ ;'Compliesno150 sq.R.or 2 percent of the : IINfi]' linsulaLi°n type and R-value �O Mass ;:]Mass :CD°es Nat :taeNr--iatljoining contlitionetl floorare Iconsis[en[wi[h insulation Metal ❑Metal ;CNot Observable
Ispecifcations reported in plans
55.4.3a (Vertical fenestration U-Factor. U. :U- :'Complies :See Me Envelope assemblies land COMcheck report. ;Steel '�O Steel '�EINot Applicable
:FRB]' '�CDpes NO[ :table rprvaiues. ;I]Wood ;El Wootl
:'Not Observable
i ';'Not Applicable
5.5.4.3b Skylight fenestration U-Factor. U- U :'Complies Saw Me Fnveioce Assemblies 51.8.1.2 )Above-grads wall insulation �'D­
: w
WIL91' ';Copes NO[ :t bie fprvaiues. IIN7]' l installed per manufacturer's instructions. rvable'Not Observable 1CNM Applicable cable : z
2 5.5.4.4.1 ;Vertical fenestration SHGC value.;SHGC:_ SHGC:_ 1'COmplies es Me Fnv.1-assemblies 4.2.4 Installed floorinsulatlontypeand;R-_ R-_ :CComplies :see Me Envelope Assemblies Q
O IFRlD]' ';Copes NO[ :able tprvaiues. 11NB1' R-value consisten[wi[h insula[ion�El Mass ;El Mass ':'Does Nat :table brvalues.
o: specifications reported in plans J r rt
4 ICNot Observable antl COMcheck reports. ;❑Steel :El Steel ':CNot Observable nn lJ
':CNM Applicable �❑Wood �❑wao0 :,'Not Applicable Lc.L
5.5.4.4.2 I Skylight SHGC value. SHGC:_ SHGC:_ :'Complies ee Me Envelope assemblies Z G
uzj IFR11]' '�CDpes Nat :blbie rprveiues. () Q
O 5.6.1.1 Building envelope insulation is CComplies : F O
(Chet Observable IIN1O]' .labeled with R-value or insulation CDbes Net 1 Q U J
;El Applicable certifca[e has been provided
o listing R-value and other relevant ENM Observable '0 > J
5, 'Fenestration protlucts rated(U- 'Complies [) Z
S Si-- factor,SHGC,and V)in Copies Not data. CNM Applicable Z Z O ���rr'�� m
w 5,ek e.mance with NFRC or energy 5.8.1.9 Building envelope insulation CComplies : US a
Z 5. code defaults are used. ENOt Observable 11N18P extend,over the full area of the CDges Net d LLLJJ
O IF, CNM Applicable tompon¢ntatthe proposed rated CNM Observable: 20 W U.1 O
i R or U value. W Q Q
ENa Applicable
3 5.8.2.2 ;Fenestration and door products 'Complies : s.8.1.4 Eaves are baifietl to tleflect air to CComplies : U /,
ro IFR131' are labeled,or a signed and Copies Not [IN111' .above the insulation. CDges Net W �J U w Ll
X ;da[etl certificate listing the U- = W w
O ;factor,SHGC,uf,and air leakage CNot Observable CNM Observable: U 3: W w O
rate has been Provided by the CNM Applicable Not
Applicable H b LL
manufacture
5.5.3.6 ;U-factor of or doors U- U- :CCom lies ee Me Envel Mies 5.8.1.5 Snsulatlon is installetl in CComplies : = o Ud = Y)
paque p opeassem 11N121' ba ntial contact with the EDoes Net
[FR14]' associated with[he builtling Swinging ❑Swinging ';CDges NO[ ie rprvalu nside surface separating = d U O
pe mee CNM Observable: = d ra J Q
U Meuirchn veip is ;0 Nonswinging �I]Nonswinging ':CNM Observab a:t conditioned space from fn ��//
requirements. a conditional spate. 'Not Applicable LL Q O LL w
'0 ':'NM Applicable " �_ U
a 5.8.1.6 Recessed equlpmeM installed In CCo-p11es : > > Q
O 5.4.3.1 ;Continuous air barrier is0=�Elc.rni : IIN131' builtling envelope assemblies 'Does Natdoesnotcompresstheadlacent O z
IFR35]' !wrappetl,sealetl,caulketl, oes NO[ nsuli tion. 'NM Observablewgasketed.and/or taped in an 'NM Applicable j( O
approved manner,except InM Observable:ot A ble 5B.1.7.1 Attics and mechanical rooms ECBmplles ()semiheated spaces in climatepP Ica V
zones 1-fi. (IN15F have insulation protected where 'Does Net
Additional Comments/Assumptions: adCeSSnt to attic or equipment CNM Observable Z
'NM Applicable
d J_
a
Q 1 HigM1 Impact(Tier 1) 3 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 11 Medium Impact(Tier 2) -3 Low Impact(Tier 3) 1 High Impact(Tier 3) Medium Impact(Tier 2) -3 Low Impact(Tier 3)
O Project Title: Oxbow Hatchery-Shop and Storage Building Report date:10/1920 Project Title: Oxbow Hatchery-Shop and Storage Building Report date:1011920 Project Title: Oxbow Hatchery-Shop and Storage Building Report data:10/19/20 Project Title: Oxbow Hatchery-Shop and Storage Building Report data:10/19/20 m
Data filename: Page 8 of 11 Data filename: Page 9 of 11 Data filename: Page 30 of 11 Data flename: Page 11 of 11
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GA-13
0 Schnabel Engineering 2016 All Rights Reserved

GENERAL ALL WOOD PRODUCTS PLACED WITHIN 8 INCHES OF EARTH OR AGAINST CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH A MASONRY
WATER BORNE PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARDS P5, C1, C2 AND C15.
THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE SPECIFICALLY INDICATED MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT FOR LUMBER NOR 18 PERCENT FOR PLYWOOD. CONCRETE BLOCK MASONRY SHALL BE NORMAL WEIGHT UNITS CONFORMING TO ASTM C90.
OTHERWISE. SIZE OF UNITS, COLOR AND TEXTURE SHALL BE PER SPECIFICATIONS AND RELEVANT
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE END NAIL ALL RAFTERS, JOISTS AND OUTLOOKERS WITH 2-16D (MIN). ARCHITECTURAL/ STRUCTURAL DRAWINGS.
COORDINATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES, AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSURE ACCURACY OF FASTENERS IN PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED UNLESS INDICATED AS STAINLESS STEEL. MINIMUM COMPRESSIVE STRENGTH SHALL BE Cm = 2150 PSI.
PLACEMENT. ALL CELLS OF CONCRETE BLOCK MASONRY SHALL BE FULLY GROUTED.
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT WOOD TRUSSES o
SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS, SHALL BE PROVIDED FOR UNLESS OTHERWISE INDICATED LAPS OF REINFORCEMENT IN CMU SHALL BE 40 BAR a
PRIOR TO PLACING CONCRETE.
TRUSS MANUFACTURER SHALL DESIGN TRUSSES AND CONNECTIONS BETWEEN TRUSSES TO CONFORM WITH THE DESIGN CONCEPT. DIAMETERS (MIN.).
STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH MECHANICAL, ELECTRICAL, ARCHITECTURAL, CIVIL TRUSSES SHALL BE DOUGHLAS FIR OR ENGINEERED WOOD PRODUCT AND DESIGNED BY THE MANUFACTURER AS SPECIFIED. MORTAR SHALL BE AS SPECIFIED IN DRAWINGS/SPECIFICATIONS.
DRAWINGS AND SHOP DRAWINGS PROVIDED BY MANUFACTURERS OF EQUIPMENT.
ALL TRUSSES SHALL BE DESIGNED TO CONFORM TO ALL LOADING CRITERIA AS SPECIFIED AND SPECIAL LOADS SHOWN ON THE DRAWINGS GROUT SHALL BE AS SPECIFIED IN DRAWINGS/SPECIFICATIONS.
STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL, HYDROSTATIC, AND BACKFILL LOADS ON THE COMPLETED & AS MENTIONED IN SPECIFICATIONS SECTION XXXXX UNLESS A HIGHER LOAD IS SPECIFIED IN OR BY REFERENCE OF THE INTERNATIONAL
STRUCTURES. THESE PLANS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR SAFETY OF THE BUILDING OR BUILDING CODE. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL MASONRY WORK.
EQUIPMENT DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATING TO
CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER TOP AND BOTTOM CHORDS SHALL HAVE A MINIMUM SIZE OF 2x6 WITH A TOP CHORD EXTENSION AS INDICATED. ALL TRUSS COMPONENTS REINFORCEMENT SHALL BE TIED OR OTHERWISE SECURED IN POSITION PRIOR TO
WORK REQUIRED TO SAFELY PERFORM THE WORK SHOWN. SHALL BE DESIGNED TO RESIST WIND UPLIFT SPECIFIED IN OR BY REFERENCE OF THE INTERNATIONAL BUILDING CODE. GROUTING.
UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL DRAWINGS THE FINISHED GRADE AROUND STRUCTURES IS SHOWN TERMINAL ENDS (ENDS NOT LAPPED) OF ALL HORIZONTAL BARS SHALL BE HOOKED o
THUS INDICATING EITHER GROUND SURFACE, TOP OF CONCRETE SLAB, OR AC PAVEMENT. FOR DETAILS OF FINISH CONCRETE AROUND VERTICAL REINFORCING STEEL. m N
SURFACES SEE CIVIL AND ARCHITECTURAL DRAWINGS. a N
ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 318 & ACI 350. ALL HORIZONTAL AND VERTICAL REINFORCEMENT SHALL BE CONTINUOUS OVER THE
FULL EXTENT OF THE WALL WITH STANDARD SPLICES LOCATED AS NEEDED. WHERE IT
UNLESS OTHERWISE NOTED OR SPECIFIED, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS FOR ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI. IS NECESSARY
INTERRUPT
PRACTI N INDIVIDUAL
D SHALL EXTEND EQUAL SIZED
I ED BAR
SHALL
LOCATED CLOSE SPLICE
PRE—ENGINEERED STEEL STRUCTURE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING IN QUALITY TO THE REQUIREMENTS OF ASTM A-615, "SPECIFICATIONS FOR LENGTH BEYOND EACH SIDE OF THE INTERRUPTION.
w
PRE-ENGINEERED BUILDING SHALL BE COMPLETE AS REQUIRED BY THE SPECIFICATION. DESIGN OF ALL
DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT", GRADE 60. EXCEPTION: BARS RECEIVING WELDS SHALL CONFORM TO ASTM mtl
o� a
PRE-ENGINEERED COMPONENTS SHALL BE ACCOMPANIED BY THE SEAL OF A REGISERTED DESIGN PROFESSIONAL. A706. DEFORMED WELDED WIRE REINFORCING STEEL (WWR/WWF) SHALL CONFORM TO ASTM A1064, GRADE 60. o
STRUCTURAL COMPONENTS SHALL BE UNDER THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER. DESIGN CRITERIA w
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE INDICATED, SHALL BE IN ACCORDANCE WITH ACI-315,
SEE NOTES ON THIS SHEET FOR MINIMUM LOADING CRITERIA. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION. u
DESIGN IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING
ALL CONSTRUCTION JOINTS AND SURFACES OF EXISTING CONCRETE RECEIVING ADJACENT PLACEMENT OF FRESH CONCRETE SHALL BE ROUGH CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE wtl
AND THOROUGHLY CLEANED FOR BOND AS SPECIFIED. MORE RESTRICTIVE. LOADS ARE IN ACCORDANCE WITH ASCE 7-16 MINIMUM DESIGN
STRUCTURAL STEEL LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS LOADS FOR BUILDINGS AND OTHER STRUCTURES.
LOCATED ON THE DRAWINGS SHALL HAVE A 6" FLATSTRIP WATERSTOP, FOR MEMBERS IN CONTACT WITH WATER. IN ADDITION, JOINTS IN ALL
STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS AS CONTAINED IN THE LATEST SLABS COVERED WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP AND A SEALANT GROOVE. CONSTRUCTION JOINTS IN GRADE BEAMS LOADS:
EDITION OF THE _RFD MANUAL OF STEEL CONSTRUCTION. SHALL NOT EXCEED 25 FEET.
STRUCTURAL WIDE FLANGE AND H-PILE SHAPES SHALL BE STEEL MEETING ASTM A-572 SPECIFICATIONS. DOWELS, PIPE, BASE PLATES, AND OTHER EMBEDDED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION. THE FOLLOWING ,�5y,�e-a 2ds.
SHALL BE ADDED: FOUNDATION LOADS: p=
PIPE, PIPE COLUMNS, AND BOLLARDS SHALL BE OF STEEL MEETING ASTM A-53, TYPE E OR S, GRADE B a -
STANDARD WEIGHT, UNO. MAXIMUM BEARING PRESSURE (FOOTINGS / GRADE BEAMS) 3,000 PCF
A) IN SLABS #5 RISER BARS AT 36 INCHES OC MAXIMUM TO SUPPORT TOP REINFORCING BARS. SOIL DENSITY (PCF) 130 PCF ��
HSS SHALL BE OF STEEL MEETING ASTM A-500 GRADE B EXCEPT FRAMING FOR SCREENS SHALL BE 0.065 IN B) IN WALLS WITH 2 CURTAINS #3 U OR Z SHAPE SPACERS AT 6 FEET OC EACH WAY. FRICTION ANGLE (DEGREES) 35oe'
BASE METAL THICKNESS GRADE C.
OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING ASTM A-36 SPECIFICATIONS. EMBEDDED STEEL ANCHORS: P LAT FO R M LIVE LOADS
1. 3/4" DIAMETER A36 THREADED ROD UNLESS NOTED OTHERWISE.
2. CAST IN PLACE ANCHORS SHALL HAVE A DOUBLE NUT AND WASHER WHERE THE EMBEDMENT LENGTH IS MEASURED FROM THE CONCRETE UNIFORM LIVE LOAD (PST) 50 PSF
ALL BOLTS SHALL BE 3/4" DIA AND GALVANIZED UNLESS NOTED OTHERWISE. MB INDICATES MACHINE BOLT ASTM SURFACE TO THE WASHER. REDUCED LIVE LOAD (PSF) N/A W z
A307. 3. ADHESIVE ANCHORS SHALL BE EMBEDDED 6" MINIMUM. ADHESIVE SHALL BE HILTI HY200 AS MANUFACTURED BY HILTI CORPORATION AND c
SHALL BE INSTALLED IN ACCORDANCE WITH ICC/ES ESR-3187 IMPACT LOAD (% OF LOAD) N/A
.
ANCHOR RODS SMALLER THAN 1" DIAMETER SHALL BE ASTM A36 OR ASTM A1554 GRADE 36. ANCHOR RODS 1" (� "' 2 o
5. ANY SUBSTITUTIONS SHALL DIAMETER AND GREATER SHALL BE ASTM F1554 GRADE 55. ALL ANCHORS SHALL BE GALVANIZED. E SHALL
E HAVE EQUIVALENT PROPERTIES AND UNLESS
CC/ES ES EVALUATION
NOTED
OTHERWISE.
UATION REPORT AND SHALL BE SUBMITTED TO ENGINEER z om c
HEADED CONCRETE ANCHORS (HCA) SHALL BE Y2" DIAMETER MINIMUM AND DEFORMED BAR ANCHORS (DOA) SHALL FOR REVIEW. ROOF SNOW/ICE LOADS:
GROUND SNOW LOAD (PSF) 40 PSF
BE #6 MINIMUM UNLESS NOTED OTHERWISE. WELDED ANCHORS SHALL BE AS MANUFACTURED BY NELSON STUD �m
ALL ANCHORS SHALL BE GALVANIZED UNLESS NOTED OTHERWISE. ATMOSPHERIC ICE LOAD THICKNESS 0.25 IN V
AND SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED EQUIPMENT. ffww Z d o m
STEEL JOISTS, BEAMS, AND GIRDERS SHALL NOT BE NOTCHED, CUT OR RELOCATED WITHOUT APPROVAL BY THE VERTICAL REINFORCEMENT FOR CONCRETE OF MASONRY SHALL BE SPLICED WITH DOWEL BARS OF THE SAME SIZE AND SPACING FROM THE
t
SNOW IMPORTANCE FACTOR (Is) 1.0 till w �`a
FOUNDATION USING A STANDARD SPLICE LENGTH UNLESS INDICATED OTHERWISE. ICE IMPORTANCE FACTOR (lice) 1.0 21 w
ENGINEER. UNBALANCED SNOW PER CODE 3
ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL CONFORM TO AWS CODE FOR ARC AND GAS SEALANT SHALL BE PLACED AT THE TOP OF ALL JOINTS RECEIVING EXPANSION JOINT FILLER. SEALANT DEPTH SHALL BE THE JOINT FILL
WELDING IN BUILDING CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE WITH THE THICKNESS OR 1/2", WHICHEVER IS LESS. ROOF MECHANICAL LOADS:
SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE OF THE AWS. CONTRACTOR SHALL SUBMIT WPS. ALL GROUT SHALL BE NON-SHRINK GROUT HAVING MINIMUM COMPRESSIVE STRENGTH ❑F 5,000 PSI UNLESS INDICATED OTHERWISE,
COLLATERAL XXX PSF
ALL DETAILING, FABRICATION AND PLACING SHALL CONFORM TO AISC CODE OF STANDARD PRACTICE, LATEST UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE REINFORCED AS FOLLOWS: #4012" EW, CENTER OF 6" SECTIONS; #5@12" FAN AND FAN SUPPORTS (PER ATTACHMENT POINT) XXX LBS
EDITION.
EW, CENTER OF 8" SECTIONS; #5®12" EW EF OF 12" SECTIONS; #7 ® 12" EW EF OF 14" AND THICKER SECTIONS.
STRUCTURAL WOOD NO METAL WIRES, CLIPS AND SUPPORTS SHALL BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. SUPPORTS FOR BARS ABOVE WIND LOADS:
SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO MAINTAIN LOCATION SHOWN, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. BASE WIND SPEED (3 SEC - MPH) 115
°
o ALL WOOD CONSTRUCTION SHALL CONFORM TO CHAPTER 23 OF THE INTERNATIONAL BUILDING CODE. DOWELS AND CAST IN PLACE EMBEDS SHALL BE WIRED OR OTHERWISE HELD IN POSITION PRIOR TO PLACEMENT OF CONCRETE. WIND IMPORTANCE FACTOR (Iw) 1.0
ALL STRESS GRADE LUMBER SHALL COMPLY WITH THE GRADING RULES AS PUBLISHED BY WWPA. RISK CATEGORY II
LOCATE TWO 3/4 INCH GALVANIZED RICHMOND ROCKET INSERTS, HOHMANN & BARNARD OR EQUAL, STRADDLING CENTERLINE OF EQUIPMENT EXPOSURE CATEGORY C O
ALL LUMBER SHALL BE DOUGLAS FIR - LARCH NO. 1 OR BETTER, UNLESS OTHERWISE NOTED. OVER ALL PUMPS, FLANGE OR METAL PARTS EMBEDDED IN CONCRETE, A MINIMUM OF 2 INCHES CLEARANCE SHALL BE PROVIDED AT ALL TIMES. INTERNAL PRESSURE COEFFICIENT PER CODE ¢ C/J
LLJ
REINFORCING BARS, EMBEDS, AND ACCESSORIES SHALL NOT BE IN CONTACT WITH AND PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN SEISMIC LOADS: o z z
LVL SHALL BE 1.9E HAVING Fb =2,650 PSI MINIMUM. ENGINEERED WOOD SHALL HAVE CURRENT ICC/ESR. CONCRETE, A MINIMUM OF 2 INCHES CLEAR CONCRETE COVER SHALL BE PROVIDED AT ALL TIMES. l.. Z Q O
yw a 0
i NAILING SHALL BE PER IBC TABLE 2304.10.1 FASTENING SCHEDULE UNLESS OTHERWISE NOTED. UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL ITEMS EMBEDDED IN CONCRETE SHALL BE SPACED ON CENTER AT LEAST 4 TIMES THEIR RISK CATEGORY II 2 K J z
OUTSIDE DIMENSION. THE OUTSIDE DIMENSION SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS. SPECTRAL RESPONSE COEFFICIENT (Sds) 0.439 OfOU O Q J
BOLT HOLES SHALL BE BORED NOT MORE THAN 1/8 INCH OVERSIZE AND ALL BOLTS SHALL BE PROVIDED WITH w p Q
° 209 =
3/16 INCH X 3 INCH SQUARE PLATE WASHERS UNDER NUTS SET AT 100 FT-LBS TORQUE. LAG SCREWS AND ELECTRICAL CONDUIT EMBEDDED IN CONCRETE SHALL NOT BE SPACED CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER. ALUMINUM CONDUIT SPECTRAL RESPONSE COEFFICIENT (Sdi) 0. U w W w
NAILS LARGER THAN 20D SHALL BE INSTALLED THROUGH LEAD HOLES EQUAL IN DIAMETER AT THE ROOT OF THE SHALL NOT BE ENCASED IN CONCRETE. SITE CLASS D F 2: J! 2: Z:)
THREADS, MINUS 1/8 INCH. SEISMIC DESIGN CATEGORY D = a w L U
UNLESS OTHERWISE INDICATED ON THE DRAWINGS, LAPS OF REINFORCEMENT SHALL BE AS SHOWN IN THE GENERAL DETAILS. SEISMIC IMPORTANCE FACTOR (le) 1.0 1: 0 Lu
WOOD SILL LEDGERS SHALL BE ATTACHED TO WALLS WITH 0.145 x 2.5 TO 2.8125 POWDER ACTUATED FASTENERS. U) = 0- ZD
FASTENERS SHALL BE GALVANIZED. FASTENER SHALL BE PDP AS MANUFACTURED BY SIMPSON STRONGTIE OR UNLESS OTHERWISE SHOWN ON THE DRAWINGS CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS: IL Q O
BASIC SEISMIC-FORCE-RESISTING SYSTEM: O U
EQUAL HAVING CURRENT ICC/ESR EVALUATION REPORT. —
3 FOR CONCRETE PLACED AGAINST EARTH . . . . . . . . . . . 3" m (n
° ALL MECHANICAL CONNECTORS (E.G. SIMPSON STRONG-TIE CONNECTORS) SHALL BE INSTALLED ON THE SPECIFIC (SEE CONSTRUCTION JOINT DETAILS FOR THIN SLABS-ON-GRADE. BOTTOM COVER MAY BE LESS THAN 3" IF SO INDICATED) STEEL SPECIAL MOMENT FRAMES R=4.5 x
o MEMBERS FOR WHICH THEY ARE DESIGNED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 0
PLACE NUMBER AND SIZE OF FASTENERS CORRESPONDING TO THE DEVELOPMENT OF THE FULL SPECIFIED FOR SURFACES IN CONTACT WITH WATER OF WEATHER AND FORMED SURFACES IN CONTACT WITH EARTH. . . . . . . . 2' LIGHT-FRAME (WOOD) WALLS WITH WOOD
w CONNECTOR LOAD UNLESS NOTED OTHERWISE. PLACE ADDITIONAL MEMBERS WITH DIMENSIONS THAT ACCOMMODATE STRUCTURAL PANELS R=6.5
o NAILING AND BOLTING SPECIFIED FOR EACH CONNECTOR SHOWN. FOR CONCRETE NOT EXPOSED TO WEATHER, OR IN CONTACT WITH WATER OR EARTH. . . . . . . . . . . . . 1 1/2"
° ROOF SHEATHING SHALL BE Y2" UNLESS OTHERWISE INDICATED. ALL SHEATHING ROOF AND FLOOR SHALL BE APA UNLESS OTHERWISE NOTED, WALLS AND SLABS SHOWN WITH A SINGLE LAYER OF REINFORCEMENT SHALL HAVE THAT REINFORCEMENT CENTERED. SPECIAL REINFORCED MASONRY SHEARWALLS R=5
a
RATED FOR THE APPLIED LIVE LOADS. PLYWOOD SHEATHING SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD
PS 1-07 STRUCTURAL PLYWOOD. ORIENTED STRAND BOARD (OSB) SHEATHING SHALL CONFORM TO VOLUNTARY SLABS WITH SLOPING SURFACES SHALL HAVE THE INDICATED SLAB THICKNESS MAINTAINED AS THE MINIMUM. SLAB BOTTOMS MAY EITHER SLOPE
PRODUCT STANDARD PS 2-04 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS. FASTEN WITH THE TOP SURFACE OR BE LEVEL. REINFORCING IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE REQUIRED CLEARANCE FROM
ALL PANEL EDGES TO NOMINAL 2X MEMBERS. FASTEN PANELS TO ALL INTERIOR INTERSECTING FRAMING MEMBERS THE SLAB SURFACES.
WITH FASTENERS AT 12 INCHES MAXIMUM SPACING. PROJECT: DA592013.00
SHEATHING FASTENERS SHALL PENETRATE THE SUPPORTING MEMBERS BY 1 3/8 INCH UNLESS OTHERWISE NOTED. DATE: 12/23/2020
SHEATHING FASTENERS SHALL HAVE MINIMUM UNCOATED SHANK DIAMETER OF 0.131 INCH UNLESS OTHERWISE SHEET
NOTED.
GS-1
®Schn bd Engineering 2016 All Rights R...,.d

EDGE NAILING
H2.5 EACH 2X6 OUTLOOKERS AT
BLKG.WITH LIP OUTRIGGER 24"O.C.WITH LUS26 HGRS
AT 24"O.C. L o METAL ROOFING WITH 15/32"OSB SHTG(TYP.) OVER FRAMING PER
EDGE NAILING TRUSS MANUFACTURER
PRE-ENGINEERED ROOF PRE-ENG TRUSS
TRUSSES AT 24"O.C. —�
EDGE NAILING 10d AT 4"O.C.
INTO BLKG 4
NAILING 2x6 BRACE AT
4"-0"O.C.WITH
(8)16d o
BLKG W/A35 AT 24"O.C. PRE-ENG
GABLE END TRUSS SECONDARY
TR 2'-0" 2'-0"
V/2MAX
USSES
2X6 TOP
EDGE NAILING PLATES
rc
PRE-ENG TRUSSES
R
GWB
GUTTER H2.5&A35 w
&METAL AT EACH TRUSS (�� a w
FLASHING \`J� w
SHEARWALL NAILINGI IPA .. w
2X6 TOP PLATES
EDGE NAILING A 4 o a
p 11
(2)2x8 BLOCKING WHERE MAIN o
2X6 STUD WALL 2x6 WALL STUDS TRUSSES LIE BETWEEN STUDS lo
@ 16"O.C. WITH(3)-16d NAILS AT ENDS11
z
SHTG
I TRUSSES CONNECTION BY
(WHERE APPLICABLE) IN
2x6 AT 4'-0'O.C.AT ROOF AND TRUSS MFR
TOP PLATES CEILING WITH LUS26 AT EACH END (WHERE APPLICABLE) DETAIL 7
DETAIL 3 SCALE: 1"=1'-0" _
DETAIL DETAIL 2 SCALE: 1"=1'-0"
SCALE: 1"=1'-0" SCALE: 1"=1'-0"
o i a f
N QU yU-. N
rn e
PRE-ENG WOOD TRUSSESO�
PER PLAN(TYP.)
EDGE NAILING B OUTRIGGER PER 216 @ 4'-0"W/3-16d EACH END �A,C�
TYP.GABLE END DTC EACH SIDE
OFTRUSS
� w E
001 0
TOP PLATE 0-01 Z T N
2" — =�—
FASCIA PER ARCH BOTTOM CHORD IL BOTTOM CHORD V 0 n d)
(2x6 MIN) OF ROOF TRUSS Z
OF ROOF TRUSS f w L
TOP PLATES a t
� U
WALL PER PLAN E w
PRE-ENG TRUSS � a
TYPICAL INTERIOR NON-LOAD BEARING PARTITION WALL
(TRUSS PARALLEL TO WALL)
PRE-ENGINEERED TRUSSES DETAIL
SCALE: 1"=1'-0" u)
J_
u Q
m2x6 BLKG AT
4'-0"O.C.WITH Lu
o Z(3)16d AT O Q
DTC EACH
EACH END OF TRUSS SIDE H Z
u A35 AT 12"O.C. } Z O
FASCIA PER ARCH Z Q O
y lL d 0 U
I L � J LL1
> O O Q
o ` U uJ uJ z 0
EDGE NAILING STUD WALL Q O Lu U
i OR CIVIL WALL 0-0�2� = O Wa
2X6 TOP PLATES Yi'CLEAR W/FULL DEAD LL Q Z
i LOAD ON ROOF p O
u O Q
o in Q�
o PARTITION WALL
TYPICAL ROOF CORNER DETAIL O LL
TYPICAL TRUSS TO SHEAR WALL CONNECTION DETAIL PER PLAN Q
E O
DETAIL 4 DETAIL 5 0
a SCALE: 1"=1'-0" _ SCALE: 1/2"=1'-0" _
0
TYPICAL INTERIOR NON-LOAD BEARING PARTITION WALL
(TRUSS PERPENDICULAR TO WALL)
DETAIL 6 PROJECT: DA592013.00
SCALE: 1"=1'-0" DATE: 12/23/2020
SHEET
GS-2
0 Schn bd Engineering 2016 All Rights R...,.d

TYPICAL SHEAR WALL SCHEDULE FOR HATCHERY BUILDING PRE ENGINEERED WOOD TRUSS NOTES:
NAILING 1. TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER/ENGINEER PER LOADS
MARK SHEATHING BLOCKING FOUNDATION SILL ADDITIONAL
FOUNDATION SILL MENTIONED ON GENERAL NOTES SHEET GS-01 AND RELEVANT SPECIFICATIONS.
(3),(6),(8) (2)(10) SIZE SPACING STUD SIZE SIZE(5) PLATE SIZE PLATE ATTACHEMENT NOTES(1)(14) (7)(9) (4),(12),(13),(14) 2. THE MINIMUM SIZE OF TRUSS TOP AND BOTTOM CHORDS SHALL BE 2x6.
0
6"O.C.@ EDGES
W1 15/3z"OSB SHTG. 10d COMMON 12"O.C.FIELD 2x 2x 2x6 3/4"DIA.AT 48"O.C.
(0.148"DIA.x 3"MIN.) 3"O.C.AT TOP& FLAT
BOTTOM PLATES
3"O.C.@ EDGES
10d COMMON 12"O.C.FIELD
W2 15/32"OSB SHTG. (0.148"DIA.x 3"MIN.) 3"O.C.AT TOP& 2x 2x 2x6 3/4"DIA.AT 32"O.C. I .
>
BOTTOM PLATES rc
W3 (2)SIDES 5/8"'GWB PER ARCH PER ARCH 2x FLAT 2x6/2x4 3/4"DIA.AT 48"O.C. V N
a
w °z
< i
z
mo
w
f ¢
o 00
O
K
TYPICAL SHEAR WALL SCHEDULE FOR SHOP&STORAGE BUILDING HOLDOWN SCHEDULE w a a
NAILING MARK HOEDOWN SDS y'x22" THREADED ROD MIN.EMBED DEPTH IN REQUIRED o
FOUNDATION SILL SCREWS DIA. CONCRETE STUDS
MARK SHEATHING BLOCKING FOUNDATION SILL ADDITIONAL
(3),(6),(8) (2)(10) SIZE SPACING STUD SIZE SIZE(5) PLATE SIZE PLATE ATTACHEMENT NOTES HD2 HDU2-SDS2.5 6 5/8"DIA. T-3" (2)2x6
(4),(12),(13),(14)
(1)(14) (7)(9)
HD4 HDU4-SDS2.5 10 5/8"DIA. 1'-3" (2)2X6
15 6"O.C.@EDGES HD5 HDU5-SDS2.5 14 5/8"DIA. 1'-3" (2)2X6 o5yza-N ojdU
z x M
/2"OSB SHT.(EXT.)& 10d COMMON 12"O.C.FIELD 2x 6 - w
W1 3" 2x 2x6 3/4"DIA.AT 36"O.C.
4 SHTG.(INT.) (0.148"DIA.x 3"MIN.) 3"O.C.AT TOP& FLAT �y�
BOTTOM PLATES 1. SEE FOUNDATION PLAN(S-01)FOR HOLDOWN LOCATIONS. 04
2. ALL HOLDOWN NOT OCCURING AT A WALL CORNER SHALL BE LOCATED AT THE EDGE OF A DOOR OR WINDOW. �3y
3"O.C.@EDGES
W2 OSB SHT.(EXT.)& 10d COMMON 12"O.C.FIELD 2x 2x 2x6 3/4"DIA.AT 24"O.C.
4 SHTG.(INT.) (0.148"DIA.x 3"MIN.) 3"O.C.AT TOP& FLAT (D
BOTTOM PLATES Q^^� z
6"O.C.@ EDGES �L c
3 10d COMMON 12"O.C.FIELD 2x 3 w E
W3 (2)SIDES-"SHTG. 2x 2x6 /4"DIA.AT 48"O.C. .510
4 (0.148"DIA.x 3"MIN.) 6"O.C.AT TOP& FLAT
BOTTOM PLATES = Z m c
SCREWS
d�N
n a)REQ'D STUDS AS HOEDOWN V Z o 0
BUILT UP COLUMN y t c
a c
THREADED ROD rn
SILL PLATE 2
3
TOP OF FDTN. <
SHEARWALL SHEATHING NOTES:
WASHER WITH NUT y
EACH SIDE II
1. NAILS SHALL BE COMMON FROM AN AMERICAN AND CANADIAN MANUFACTURER ONLY. 8. UNLESS NOTED OTHERWISE,THE SHEARWALL DESIGNATION APPLIES TO FULL EXTENT OF
MINIMUM NAIL PENETRATION INTO WOOD SHALL BE 1 Y2'FOR 10d NAILS.NAIL DIAMETERS AND WALL BETWEEN CORNERS OF WALL.
LENGTHS SHALL BE AS NOTED.
3 9. NAIL SPACING APPLIES TO ALL STUDS,BLOCKING,TOP&BOTTOM PLATES AND BLOCKING.
2. SHEATHING MATERIAL SHALL BE ORIENTED STRAND BOARD.SHEATHING MAY BE ORIENTED
EITHER HORIZONTALLY OR VERTICALLY. 10. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT BOUNDARIES AND CHANGES IN FRAMING z
UNLESS ALL EDGES ARE BLOCKED. O
3. EXTERIOR WALLS WITHOUT DESIGNATION SHALL BE TYPE W1.WHERE THE SHEARWALL HAS ¢ J
BEEN DESIGNATED ON THE PLANS TO EXTEND ALONG THE LENGTH OF WALLS WITH 11. AT NOTED WALLS FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE TYPICAL SECTION AT HOEDOWN o Z o Q
y PENETRATIONS,SHEATHING AND NAILING OF THAT TYPE SHALL BE REQUIRED ABOVE AND NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER. w a O
BELOW WALL OPENINGS. � J W
12. A 3"x3"x1/4"STEEL PLATE WASHER SHALL BE USED AT ALL FOUNDATION SILL PLATE OU O Q
4. ANCHOR BOLTS SHALL HAVE 9"MIN EMBED.SEE DETAILS FOR TYPE OF CONNECTION ATTACHMENT BOLTS. w p J
REQUIRED.PROVIDE A MINIMUM OF(2)ANCHOR BOLTS PER PIECE. U w w W J
13. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED TO ATTACH TO ALL TREATED WOOD ¢ O W
w 5. PANEL BLOCKING SHALL BE A 2x MIN PLACED FLAT,CENTERED ON THE JOINT AND SHALL BE MEMBERS. = a0 wa
REQUIRED AT ALL UNSUPPORTED EDGES. U) x IL Q
14. WHERE 3x NOMINAL SIZE SILL PLATES ARE USED,(2)20d BOX END NAILS SHALL BE 1: Qo Ov W
6. WHEN SHEATHING IS REQUIRED ON ONE SIDE ONLY,PLACE ON THE SIDE OF THE SYMBOL. SUBSTITUTED FOR(2)16d COMMON NAILS. 3:
o WHERE SHEATHING IS REQUIRED ON BOTH SIDES OF THE WALL,STAGGER THE PANEL m
o JOINTS ON THE STUDS SUCH THAT JOINTS ON OPPOSITE SIDES OF THE WALL DO NOT FALL 15. SHEARWALLS SHALL RUN CONTINUOUS THROUGH BREAKS CAUSED BY INTERSECTING x
ON THE SAME STUD. WALLS.
rc
0 7. PROVIDE PANEL EDGE NAILING OF SHEATHING TO ALL COLUMNS WITH HOLDDOWNS.
0
a
a
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-3
®Sch-bd Engineering 2016 All Rights R...,.d

1. STAIRS,WALKING SURFACES,AND ROOFS(WHERE EQUIPMENT IS LOCATED CARBON STEEL ONO. NOTES: SEE PLANS FOR NOTES:
LESS THAN 10' FROM ROOF EDGE) ELEVATED GREATER THAN 30"ABOVE 1.UNLESS OTHERWISE INDICATED, STRINGERS 2 ANY CLEAR FROM-
STAIR 1. USE BASE PLATE OF SAME METAL AS
GRADE OR ADJACENT CONSTRUCTION SHALL BE PROVIDED WITH A 9. REMOVABLE GUARDRAIL SECTIONS SHALL BE PER DETAIL S/130 AND RU 6" TOP OF GRATING SHALL BE ALUMINUM WIDT STRINGER
GUARDRAIL. EXCEPTION, GUARDRAIL NOT REQUIRED ON THE LOADING SIDE PLAN/SPEC. 0 2.PROVIDE PROTECTION FOR DISSIMILAR
OF LOADING DOCKS EXCEPTION,
PIERS. Typ 2.ALUMINUM STRINGERS SHALL BE C10x6.136 3'-0' UNLESS METALS AND CONCRETE AS SPECIFIED
C aw UNLESS OTHERWISE INDICATED �� 3.STAIR HANDRAIL NOT SHOWN
10. GUARD INFILL SHALL BE A SINGLE INTERMEDIATE RAIL PER DETAIL S/130 ow OTHERWISE
2. GUARDRAILS IN AREAS ACCESSIBLE TO THE PUBLIC SHALL BE AND PLAN/SPEC UNO. G og 3.STEEL STRINGERS SHALL BE C10x15.3 INDICATED R Ya" x FLANGE WIDTH
CONSTRUCTED SUCH THAT A 4"SPHERE WILL NOT PASS THROUGH ANY f �w UNLESS OTHERWISE INDICATED
PORTION OF THE GUARDRAIL.GUARDRAILS IN AREAS NOT ACCESSIBLE TO 11. POST CONNECTIONS SHALL BE PER DETAIL S/134 AND PLAN/SPEC UNO. - ALUMINUM 1••
_ M 4.STAIR TREADS SHALL BE MADE OF STAIR GROUT
THE PUBLIC SHALL BE CONSTRUCTED SUCH THAT A 21"SPHERE WILL NOT SERRATED ALUM GRATING TREAD l his
PASS THROUGH ANY PORTION OF THE GUARDRAIL. 12. RAIL CONNECTIONS SHALL BE PER DETAILS 133 AND PLAN SPEC UNO.
/ / 5.TREAD MANUFACTURER TO VERIFY CROSS SECTION •�.i••:�.: o
a
3. STAIRS HIGHER THAN 1 RISER AND RAMPS WITH OVER 6"IN RISE SHALL 13. KICK PLATE SHALL BE PER DETAIL S/135 AND PLAN/SPEC UNO. z HOLE LOCATION FOR BOLTED CONN ) 4„
HANDRAILS SHALL BE 34"ABOVE STAIR NOSE OR WALKING SURFACE.ALL 2 �
BE PROVIDED WITH A HANDRAIL ON BOTH SIDES OF STAIRS OR RAMP. 8 ,e
-II- 6.ALL BOLTS AND CONCRETE 2
- 5/8" DIA BOLTS ANCHORS SHALL BE SS
PORTIONS OF STAIRS OR RAMPS REQUIRING A HANDRAIL SHALL BE WITHIN 14. SOLID JOINTS OF RAILS SHALL HAVE FULL WELDS AND GROUND FLUSH. L 3Y2"x3Y2"x5A6"xO'-5Y2" MIN 11" RUN 12" (TYP)
30"OF A HANDRAIL WHERE SPECIFIED, PROVIDE MANUFACTURED END FITTINGS WITH FLUSH 7.STAIR HANDRAIL
- 5.¢" DIA BOLTS OR
FASTENERS.INSIDE RADIUS OF PIPE BENDS SHALL BE 3"FOR 1 "DIA WITH 2 NOT SHOWN FOR
4. ENDS OF HANDRAILS SHALL BE RETURNED TO WALL, GUARDRAIL POST,OR PIPE AND 1%"FOR 1"DIA PIPE. TREAD WELD TO STRINGER (TYR) CLARITY UNO) / UNO R Ya"x
FLOOR. INSIDE HANDRAIL ON SWITCH BACK AND DOGLEG STAIRS OR FLANGE WIDTH_
RAMPS SHALL BE CONTINUOUS. 15. ALUMINUM POSTS SHALL NOT BE WELDED OR DRILLED BELOW A POINT 7" STAIR o i 2-5/8" DIA
ABOVE THE WALKING SURFACE. NOTES: STRINGER w `_' SLOPE, SLOT ADHESIVE `1 3/8"x3" LENGTH VARIES w
5. A 4"KICK PLATE SHALL BE PROVIDED EXCEPT AT STAIRS WHERE TREADS i ANCHORS _• rc
YRWAY"
ARE ENCLOSED BY STRINGERS,WHERE A MIN 4"CURB EXISTS, OR UNO. i6. BOLTS AND ANCHORS SHALL BE GALVANIZED FOR INTERIOR LOCATIONS, HOLES
�� � STAIRWAY BEARING BARS �°0• ep• HOLES ALONG STAIRWAY
AND STAINLESS STEEL FOR EXTERIOR UNO. 1. FOR CHANNEL SIZES SEE - WIDTH ALUMINUM o
' ;�•,,;T�
6. SLIP JOINTS SHALL BE PROVIDED IN RAILS AND KICK PLATES AT 24' MAX PLAN / 2'-3" OR LESS 1yaWEX /16
CENTERS,AND WITHIN 12"OF POSTS.GAPS AT SLIP JOINTS SHALL BE 17. ALL FASTENERS IN THE VICINITY OF A TYPICAL HAND CONTACT AREA SHALL / 2'-9" OR LESS 1Y2" x -6" �� a
BASED UPON TEMPERATURE AT INSTALLATION.APPROXIMATELY Ys"@ 25T, BE COUNTERSUNK FLUSH. 2. HANDRAIL NOT SHOWN �' 3'-3" OR LESS 13/4" x 3/s" 3Y2 •6Y2 w d
R1s"AT 75°F,Ys"ABOVE 1007.
3. COPE STRINGER MIN AS REO'D �q 4'-7" OR LESS 2" x 3/fi'7.
GUARD RAIL AND
DIA PIPE. SHALL BE 1Y"DIA.SCHEDULE ao PIPE. HANDRAIL GENERAL GUARDRAIL, S STAIR TOP TO CHANNEL S METAL STAIR S STAIR BOTTOM TO CONCRETE S
w
6. ALL GUARD At HAND RAIL MATERIAL SHALL BE HOT DIP GALVANIZED HANDRAIL AND STAIR NOTES 1 1 0 CONNECTION 1 1 3 1 1 5 CONNECTION 1 161 o
CONCRETE SLAB, LAP TREAD u
SEE DRAWINGS UNO PROVIDE 2"SAFETY NOSING AT EACH STEEL ALUMINUM
TREAD. IF NO NOSING IS SPECIFIED APPLY
ALTERNATE • Y2"RADIUS TO EDGE NOSING TO START 4" 6061 T-6 w o y
SLAB LOCATION • • • FROM WALL CURB OR EDGE OF STAIR Y"x3x0'-4"T6061 0
• • • A 1?Yi6"x4"xL T-6 BLOCK B
#5® 12"HOOK INTO SLABS • • #4 NOSE BAR(TYP.)
\ - #5 C® 12" STAIR TOP I ---�
} BENT INTO FLOOR odp•� 0 0
O O J#4 C NOSE BAR 0
BENT INTO WALL) �\� • %a"RADIUS (TYP.) SLAB REINFORCEMENT a y °� o r�
---I- -- STAIR EDGE(TYP.) SEE DRAWINGS
CONCRETE WALL, I I #5® 12 • q " g rsx� 0e'
SEE DRAWINGS _ EW ONO • • RYa 3y
GRIND PIN FLUSH
• • W/NUT AFTER FASTENING
�„ • w • O
I I I NOTES: `� 'p �
NOTES: -III _ _ (2)-Ya"PAN OR 125" Y"DIA Z n
1. TREAD SHALL RECEIVE A STEEL TROWEL II I-III_ ROUND HEAD MB 6061-T6 GALVANIZED _
1. TREAD 7
FINISH.SHALL RECEIVE
THEREAFTE A STEEL R TROWEL
CONCRETE SLAB, SURFACE IMMEDIATELY
BE SLIGHTLY ROUGHENED -III • • I I I-I o • • • • • =EAFTER. THE SHEET U BOLT c
SURFACE SHALL BE SLIGHTLY ROUGHENED SEE DRAWINGS BY DRAWING A STIFF BROOM OVER THE _ - CONNECTIO POST S ,V
BY DRAWING A STIFF BROOM OVER THE SURFACE AT A RIGHT ANGLE TO THE I_III-III I I I-I I LAP 134 = Z
SURFACE AT A RIGHT ANGLE TO THE DIRECTION OF TRAFFIC TO PRODUCE A
DIRECTION OF TRAFFIC TO PRODUCE A NONSKID SURFACE. 111-1 A A B B No ID
ID
NONSKID SURFACE. 2. SEE DETAIL S-217 FOR LAP LENGTHS. 1'-6 V Z _
2. SEE DETAIL S-217 FOR LAP LENGTHS. 3. FOR ADDITIONAL INFORMATION ON STAIRS STAIR LANDING SLAB �t c
3. FOR ADDITIONAL INFORMATION ON STAIRS SEE DETAIL S-110 AND THE DRAWINGS STAIR LANDING ON EARTH u' �a cc
SEE DETAIL S-110 AND THE DRAWINGS
SOLID CONCRETE STAIRS S CONCRETE STAIR S KICK PLATE S
118 119 135
U22"RAILING POST 3" 6" 3"
TOP LEVEL It%"x6"xO'-6" MOUNT TOP OF SOCKET
7'-0"MAX FOR STEEL SWING GATE 1Y"RAILING POST STAINLESS
CONCRETE FLUSH WITH TOP OF
5'-0"MAX FOR ALUM. FILL VOID WITH
12" FOR OPENINGS 2- 3x2'-6" �'s"STAINLESS STEEL WALKWAY SURFACE UNO.
# NON-SHRINK
GUARDRAILA
SEE DWGS •i.. LONG EF NON-METALLIC BOLTS W/SELF OR
GROUT ADHESIVE ANCHORS
o HANDRAIL •.. SLOPING CONCRETE O NC CCCC �`..o "' '"r SURFACE�• 2Y"PVC PIPE SLEEVE 2"DIET W/"PIPE Z4' _• EDGE OF SOCKET W/WELDED END S A8"x6"xI 0 Qn CONCRETE �"PVC PL CAP STAINLESS(TYP.) LD
4,• SOLVENT-WELD W/Ya"DRAIN HOLE. > > JU TO SLEEVE O Z O
MIN 1Y"RAILING POST w a O
y
POST INSERT A SIDE MOUNTING B STEEL"C", "W", "r", >_ o � J LLJ
POST S1 ;- IN CONCRETE BRACKET "HSS OR OTHER w U 0 Q
o INSERT 134A KICK FLOOR FLANGE KICK PLATE Ya = X 0 LLJ J
G� PLATE WHERE REQ'D 134C U w w Q
135 SIDE-MOUNTIN S 4-�"STAINLESS STEEL - z
134E BOLTS WITH SELF OR ANGLE 2"DIA x 0'-6" Q O W Of
M r BRACKET FLANGE PIPE SOCKET w= a D
1: o
w NOTES: NON-DRILLING ANCHORS O - U'
a r ANGLE S 1. HANDRAILS SHALL BE 1"DIA PIPE WITH MECHANICAL JOINTS ONO. FLOOR FLANGE LL Q IL (�
FLANGE 2 POST AND RAILING SHALL BE %"DIA SCHEDULE 40 PIPE.
u, .I 134D 3. WHERE ALUMINUM PIPE RAILING IS TO BE INSTALLED,PROVIDE EXPANSION � U
3 JOINTS FOR Y4"MIN. EXPANSION PER 100 LINEAR FEET OF RAILING. STRINGER 2-%"DIA. MITER SOCKET POST O
m 4. ALL RAILINGS SHALL HAVE A 4"KICKPLATE UNLESS MOUNTED ON A CURB. FLANGE GALV BOLTS FOR
RFSLOPING in
IS STEEL STAIR
STRINGER FLOOR FLANGE ANGLE FLANGE p TOP MOUNTED E
12" NOTE: POST SOCKET
TWO-RAIL RAILING S USE THIS DETAIL WHERE WALL GUARD RAIL S
TREAD WIDTH 1130 THICKNESS Is LESS THAN B INCH CONNECTION DETAILS 1 34
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-4
®Schn bd Engineering 2016 All Rights R...,.d

6 4" L-O" 5'-0"MAX TYP.
HANDRAIL
5'-0"MAX
GUARDRAIL POST TOP VIEW HANDRAIL POSTS 1Y"GUARDRAIL
-- MFR STD WALL BRACKET
S HANDRAIL w
133 CONNECTION m a q
MFR STD - d
PROVIDE BLOCKING FOR STUD WALL BRACKET
1,_0„ a
WALLS&SOLID GROUTED CELLS o 11 0
IN CMU AT EACH BASKET _ Q 1"HANDRAIL p
GUARDRAIL FINISH FLOOR w
N
FINISH FLOOR
0 POST S
1'-0"PLUS MIN. f•F CONNECTION �34
3/g"COUNTER SINK u�ETAILSI
BOLTS OR ANCHORS ONE TWALL FLANGE m N
HANDRAIL AT RAMP a N
TOP VIEW m o
HANDRAIL CONNECTIONS S WALL MOUNTED HAND RAIL S GUARD RAILS S REMOVABLE GUARD RAILS S w
133 137 138 140 02 o
m CONSTRUCTION CONSTRUCTION a
JOINT JOINT
EXISTING NOTES: wa a
��6'f k6' e CONCRETE Q
L 0 SURFACE
',0•� >.0, 1. ALL JOINTS OF HYDRAULIC
STRUCTURES (MEMBERS
COVERED WITH WATER)
6 SPACES WATERSTOP WATERSTOP JOINT SEALANT SHALL HAVE A SEALANT
MIN. 6" VERTICAL ELL VERTICAL TEE VERTICAL CROSS PLAN (SEE SPECS) GROOVE o�y o 0
° 2. WHERE FACE OF JOINT IS ids
PLAN TO BE COATED WITH BOND rc i N y N
6" CENTER—BULB TOP OF WALL a m
,A TOP OF WAL 6" MIN (UNO) r SEALANT GROOVE COATING 2 N o
WATERSTOP OR BOND BREAKER Ile, r
PLACEME T TAPE(NOTE 4) 3. SANDBLASTING REQUIRED Si�3N e
•"''' PRIOR TO APPLICATION OF
_ �m °�z a•0 .<.. PRIMER.
—fie"LYfi,. ^� I� JONST •!• 4. ONLY ON SLIP DOWEL
JOINT CONSTRUCTION JOINTS W z
•. LtL —;
JOINT FACE
I •'e: I �ii c a
4 I�
6 SPACES ° WATERSTOP �6" •V w ��u
MIN. _ 4 z \$
FLAT ELL FLA- T_E F Ar CROSS ELEVATION ELEVATION V 0 N�a)
9" CENTER—BULB B z =
dom
WATERSTOP w
—a U
WATERSTOPS S WATERSTOPS WATERSTOP DETAILS FOR S SEALANT GROOVE DETAIL QWALL JOINTS204
4" LAP 4„ 4"
1Y2" 4" LAP
SEALANT GROOVE EQ.EQ. SEE DRAWINGS
JOINT SEALANT SEALANT GROOVE EQ.EQ. SEE DRAWINGS NOTE 4
7A" DIA. x 2'-6" LONG - ° ° ° CL WALL UNLESS °
SLIP DOWELS (SMOOTH '� _ _ - - OTHERWISE NOTED �•�r
o EPDXY COATED) WITH ON DRAWINGS
T SAWCUT ENDS ® 18" 1_4°
O.C. �--y BOND SEE NOTE 2 o DOUBLE CURTAIN REINF 0
BREAKER H '
STOP ALTERNATE o
12" 4" TAPE ALL BARS CONTINUOUS NOTES: ¢ _J
BARS WHERE NOTED THIRD JOINT ALL BARS CONTINUOUS > } Z J
(nP) STOP ALTERNATE THIRD JOINT 0 Z
6"FLATSTRIP WATERSTOP BARS WHERE NOTED 1. IN ALL WALL CONSTRUCTION JOINTS WITH WATERSTOPS Z ¢ O Q
y6"FLATSTRIP WATERSTOP APPLY 2 COATS OF BOND BREAKER TO FACE OF JOINT, w a O
z SINGLE MAT REINF — CONTINUOUS THRU JOINT AVOID COATING WATERSTOP.
DOUBLE MAT REINF. 00 Q W
,L 2. WHERE WATERSTOP IS REQUIRED IN SINGLE CURTAIN w 0 10�
o f
17-
WALL REINFORCEMENT
MATCH SIZE AND , PLACE WATERSTOP ON WATER SIDE U 0 � W J
SPACING OF SLAB WITH WATERSTOP AND A WITH WATERSTOP AND OF WALL. F � — z Q
REINFORCING SEALANT GROOVE SEALANT GROOVE ¢ o - W �
w 9„ T A 3. UNLESS OTHERWISE NOTED 3/4" CHAMFERS SHALL BE = a- w (� �
CENTER-BULB 3"(TYPO 1Y"CLR. 1"PVC PIPE SLEEVE 6" 2" OMITTED IN SURFACES TO RECEIVE ARCHITECTURAL d
WATERSTOP BAR TO CAP WITH END CAP(FILL NO WATERSTOP AND B NO WATERSTOP AND D TREATMENT. LL ¢ 0 (�
= WITH GREASE) SEALANT GROOVE " SEALANT GROOVE � g D
8" 2TZ" 4. UNLESS SPECIFICALLY NOTED OTHERWISE #5 AND LARGER 3 JOINT FILLER 4_6" NOTES: 0
a BARS SHALL BE CONTINUOUS THRU JOINT. #4 AND X �
o FIRST POUR SECOND POUR 1. WATERSTOPS AND SEALANT GROOVES TO BE PROVIDED IN ALL WATER RETAINING SLABS, SMALLER BARS SHALL STOP ALTERNATE BARS AT JOINT. 0 J)
SEE DRAWINGS, FOR OTHER LOCATIONS WHERE THEY MAY BE REQUIRED. 5. STAGGER SPLICES UNLESS NOTED OTHERWISE.
rc 2. DIMENSIONS INDICATED ON DETAIL CONTROL MINIMUM COVER. FOR THIN SLABS, THE
SLAB—ON—GRADE S 3. BOTTOM LESS THAN 3" SLAB—ON—GRADE S VERTICAL WALL S
a EXPANSION JOINT 207 4. BOTTOMGMATs°R LAP LOCATIONS. IF NOT SPECIFIED PLACED LAP AS SHOWN FOR TOP AND CONSTRUCTION JOINTS 209 CONSTRUCTION JOINT 21 2
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-5
O Schn bd Engineering 2016 All Rights R...,.

WALL WALL
LAP *L/4 WALL STRAIGHT BAR
HOOK 3 HOOK HOOK HOOK LAP HOOK STRAIGHT BARS VERT WALL BARS AND VERT WALL BARS TO LAP
Yo DOWELS IN THE SAME SHORT DOWELS ALL 3 BARS
...
Y (BEND AS REQUIRED AT 0" STOP ALTERNATE BARS PLANE PARALLEL TO 0" IN THE SAME PLANE
--.-.-.-.-'................... ,� CONSTRUCTION JOINTS OR � FLOOR SLABWALL FACE p"
PARALLEL TO WALL FACE
O'\ OTHER OBSTRUCTIONS) STRAIGHT BARS 5 0° FLOOR SLAB 5 FLOOR SLAB
Yo Yo 5 Q\P BAR SIZE GRADE 60
#4 15"
#5 21" 10
#6 24" LAP LAP 3„
LAP rc
o Y o #7 o CLR 36
g Y (TYP) #6 3s" o
NOTES: #9 42" STRAIGHT BARS
*ALL BOTTOM BARS IN
.....................,""""""""""""""" 1. CUT NORMAL REINFORCEMENT 2" CLEAR OF OPENING. THE SAME HORIZONTAL
..............................................................�.................................................,!
HOOK HOOK HOOK 2. DIAGONAL BARS TO BE PLACED: T PLAIN
5 g A) AT CENTERLINE OF WALL OR SLAB WHERE ONE * CJ OR • •
Yo INTERSECTING
z LAP o LAYER OF REINFORCEMENT IS PROVIDED. S = BAR SPACING EXP JT • • WALLOP SLAB
3., B) AT EACH FACE OF WALL OF SLAB WHERE TWO ** AS NOTED ON DWG
USE THIS DETAILING LAYERS OF REINFORCEMENT ARE PROVIDED. • • • • • • • • • • • •
• • rc
PROCEDURE WHEN LARGER • • T = S/2 OR 4Yz" -
OR CLOSER SPACED BARS i 3. UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS • • • • • • • • WHICHEVER IS LESS
ARE CALLED OUT FOR SHALL BE THE SIZE OF THE LARGEST NORMAL ow
CORNERS REINFORCING BAR CUT. 5 0" o T T • • (TYP.) a
LARGER SIZE BAR SLAB *= SEE DRAWINGS V w o
5 SMALLER SIZE BAR 4. THIS DETAIL TO BE USED ONLY WHEN CALLED FOR ON WALL OR SLAB DETAIL o w
UNLESS OTHERWISE NOTED THE DRAWINGS OR WHEN NO OTHER DETAIL IS SPECIFIED. WALL w
LAPS ARE BASED ON THE HORIZONTAL REINFORCEMENT S NOT sP cRFIED°PRowD w
HooK SMALLER SIZE BARS DIAGONAL REINFORCEMENT S STANDARD FOR REINFORCING S STD 90' BAR HOOK, ma
L = CLEAR SPAN AT WALL INTERSECTIONS 21 5 AT CIRCULAR OPENINGS 12161 BAR DETAILING 220 SEE BAR HOOK TABLE. o� zo
0
0
TOP BARS 16 GA TIE ROUGHEN AND SEE DRAWINGS CAULK W/SYNTHETIC RUBBER a
WIRE TYPICAL CLEAN FOR BOND SEALING COMPOUND w d a
y"R(TYP ALL #4® 12"EW
BAR LAP TABLE #4 @ 12"O.C. EDGES)
Y2„
LENGTH +) BOTTOM BARS TOOL EDGE \
2" SLOPE Yi_/FT
BAR SIZE HOOK LAP EMBEDMENT E CD
` • :. • _ z
#3 6" 16"(21") 12"(16") - .. . Q N v a rn
A PL 1
#4 8" i6"(21") 12"(16") .•:!'. � ENTRANCE
#5 10" 20"(26") 15"(20") W 1Yz 6„ 0e-
-------
#6 12" 28 37 22 28") II _
#7 14" 48"(62") 37"(48") DRILL&GROUT BARS INTO SLAB N /r #4(TYP) 8
#8 16" 62"(81") 48"(62") 1
#9 19" 79"(102") 61"(79") WIRED CONCRETE BLOCK BOTTOM 6"ABC
#10 22" 100"(130") 77 (100") NOTES: BARS SUPPORT NOTE 1 1 3 8"EXPANSION Z
#11 24" 123"(160") 95 (123") JOINT —
c
1. METAL BAR SUPPORTS IF USED IN SLABS NOT ON GROUND w o
*USE LENGTH IN PARENTHESIS FOR WALL HORIZONTAL SHALL NOT MAKE CONTACT WITH FORMS SECTION / n^, w gM u
REBARS AND SLAB BARS WITH 12"OR MORE OF FRESH PLAN r�
CONCRETE UNDERNEATH 2. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN IIL��J Z �M
CONTACT WITH ANY OTHER METAL INSTALLATION OR V No
ACCESSORY EMBEDDED IN CONCRETE. A MINIMUM OF 2"
CLEARANCE SHALL BE PROVIDED IN ALL CASES ENTRANCE PAD S tn Z c
BAR SCHEDULE S REINFORCEMENT SUPPORT S EQUIPMENT PAD S 266 w �a
217 227 240
(TYP.)VERTICAL REINF. LAP
#5 0 24"O.C.ONO CORNER BARS MATCH g� STANDARD 90' HOOK
2 TYP. HORIZ. BARS AT TOP OF WALL TYPICAL HORIZ BAR AT FAR FACE TYPICAL WALL REINF BARS UNLESS OTHERWISE
AND AT ALL ROOF AND FLOOR LEVELS. SIZE&SPACING INDICATED ON THE DRAWINGS, SEE DRAWINGS LINTEL REINFORCEMENT SCHEDULE
(TYP.)HORIZONTAL REINF.
FOR BAR SIZE AND SPACING.
#4 0 24"O.C. ONO
LESS THAN 5'-0" 2- 5 1 2'-6" 16"
u
0 72 BAR DIA. LAP(TYP.)NOTE 2 ;�.::.* GREATER THAN 5'-0"TO T-0" 2- 6 3'-0" 32"
"� GREATER THAN 7'-0"TO 12'-0" 2- #7 1 48" _
EE
CMU OPENING REINF. NOTE 6 w oN ."K`>`` �•.ct
:RC.. n
HORIZ BAR IN FIRST COURSE oN o > }
N o EXTERIOR CORNER INTERIOR CORNER a o= Z a J
r" Lu
+r?% NOTES: } O O Q LLI
SINGLE MAT PLAN <- w 0 p
o TOP OF CONCRETE CMU OPENING 72 BAR DIA. LAP(TYP.)NOTE 2 = uJ w W J
1. ACI STANDARD 90' HOOK ON HORIZONTAL BARS AT OPENINGS.
NOTE 4&6 z F � uJ z Q
DOWELS, NOTE 4 z 2. FOR ADDITIONAL REINFORCING, SEE DRAWINGS. Q O li
ELEVATION w o W of
i NOTES NOTES: 0 180'STD ACI HOOK. HOOK SHOWN 3. DO NOT PLACE VERTICAL CONDUITS IN CELLS WITH VERTICAL = O d
1. FOR TYPICAL WALL REINFORCING, SEE 2. LAP VERTICAL REINFORCING WITH WALL 3. STAGGER SPLICES IN ADJACENT ROTATED 90'OUT OF POSITION FOR REINFORCING BARS. 2 0-
Q O PLACE HOOK IN PLANE OF WALL. DL
x WALL SECTIONS AND DETAILS FOR EACH DOWELS 48 BAR DIAMETERS (2'-0"MIN). HORIZONTAL BARS IN THE SAME COURSE 1. LAP = 48 BAR DIAMETERS OR 2'-0"MINIMUM UNO CLARITY. p O U
FACILITY. FOR MINIMUM REINFORCING LAP ALL OTHER VERTICAL BARS 72 BAR BY 2'-0". Z:)
o REQUIREMENTS, SEE GENERAL STRUCTURAL DIAMETERS. 2. PROVIDE A STANDARD 90' HOOK EACH END ON ANY LINTEL AT OPENING LINTEL AT OPENING m
NOTES. 4. PROVIDE DOWEL BARS IN FOUNDATION TO HORIZONTAL BAR BETWEEN OPENINGS,CONTROL JOINTS. WITH SINGLE WALL WITH DOUBLE WALL x
o MATCH ALL VERTICAL REINFORCING. REINF MAT REINF MAT
E 5. FOR ADDED REINFORCING AT WALL S
INTERSECTINS AND CORNERS, SEE 304 REINFORCED MASONRY WALL S
REINFORCED CMU WALL S CMU WALL CORNER REINF. S LINTEL 306
0 6. FOR REINFORCING AT OPENINGS SEE S 13041
° 309
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-6
®Sch-bd Engineering 2016 All Rights R...,.d

CMU OPENING REINF SCHEDULE WALLS NOTES: RAKE MORTAR FROM CONTINUOUS HORIZ REINF RAKE MORTAR FROM CONTINUOUS HORIZ REINF
1. USE BAR QUANITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS JOINT Nz"AT CONTROL BARS IN GROUTED BOND JOINT�2"AT CONTROL BARS IN GROUTED BOND
JOINT AND CAULK PER BEAM
DEPTH SPACING BARS BARS BARS WIDTH
S3'-O" 16" - 2#5 2 2 8" 2. EXTEND "C" BARS 48 BAR DIAMETERS OR 2'-0" MINIMUM BEYOND
TOP AND BOTTOM OF OPENING EXCEPT THAT WHEN "H" OF "W"
Ff
>3 0'S4'-6" 24" #3®8"O.C. 2#6 2 2 16" EXCEEDS 2'-0", "C" BARS SHALL EXTEND FULL HEIGHT. WHERE - f' -ZR
>4 6'S7'-O" 32" #3®8"O.C. 2#7 2 3 24" THERE IS LESS THAN 8'-0" BETWEEN ADJACENT OPENINGS, EXTEND
7-O'S12'-0" 48" #3®8"O.C. 2#8 2 3 32" REINFORCING CONTINUOUS TO 2'-8" BEYOND FURTHEST OPENING.
3. "A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS OR 2'-0" #5 MIN.SEE DRAWINGS FOR BAR SIZE #5 MIN. SEE DRAWINGS FOR BAR SIZE CAULK EXPOSED WALLS AFTER
MINIMUM EACH SIDE OF THE OPENINGS. AND SPACING. (TYP EACH SIDE OF AND SPACING. (TYP EACH SIDE OF THOROUGH CLEANING. CAULKING o
FULLY GROUTED SHALL MATCH MASONRY COLOR
a..:e•c x.,:. .,;„:.,o^`a CONTROL JOINT) CONTROL JOINT) OR COATING COLOR.
;ti 1r _ .�,a,,s.•:'i��r�,�. WALL 4. FOR BAR SIZES, MATCH TYPICAL WALL REINFORCING AS SHOWN ON SECTION AT BOND BEAM SECTION AT BOND BEAM T o
- c -•� THE BUILDING WALL sEcrloNs. W/SINGLE WALL REINF MAT DOUBLE WALL REINF MAT
`r�' -,1p•^''` •�"F"�� "A"BARS IN LINTEL BLOCK NOTE 3
• _ `~ TYPICAL WALL
^�9�"� `r"•t>" HORIZONTAL BAR AT TYPICAL CMU INSTALL @ 24'-0" UNLESS INSTALL @ 24'-0" UNLESS
TOP OF STIRRUP SAME WALL OTHERWISE INDICATED ON DRAWINGS OTHERWISE INDICATED ON DRAWINGS
LENGTH AS "A"BARS VERTICAL CONTROL JOINT FILLER CONTROL JOINT FILLER
"C BARS FA SIDE, NOTE 2 REINFORCING
(ONE CENTERED PER CELL)
'•r #5 TOP BARS(TYP.) -
STIRRUPS AS REQ'D CONTROL JOINT FILLER
"B"BARS IN BOND BEAM NOTE 3 SEE SCHEDULE
DETAIL a N
.. CMU WALL PER PLAN #5 MIN. SEE DRAWINGS FOR BAR SIZE #5 MIN.SEE DRAWINGS FOR BAR SIZE w o
;s.� AND SPACING. (TYP EACH SIDE OF AND SPACING. (TYP EACH SIDE OF ^\ o W
N CONTROL JOINT) CONTROL JOINT) \v1 w
CMU OPENING REINFORCING S REouIR o SEE SECTION ABOVE OR BELOW SECTION ABOVE OR BELOW MASONRY CONTROL JOINTS S w
n SCHEDULE LINTEL BLOCK BOND BEAM W/SINGLE WALL BOND BEAM W DOUBLE Q 32
JAMB "W" JAMB 309 A-A / 308
WIDTH WIDTH REINF MAT WALL REINF MAT °
0
1. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. SEE PLANS FOR THE TYPE. EXTENT,AND DIRECTION OF THE DECK,THICKNESS OF CONCRETE FILL OVER DECK, EDGE WELD TO SUPPORT w o 5
DISTANCES AND FOR LOCATIONS AND SIZES OF OPENINGS,AND OTHER NON-TYPICAL CONDITIONS. (l)TO DECK SPAN PERIMETER SUPPORTS
3'-0" PANEL z
3. JON ON PLANS OR IN DECK SPECIFICATIONS,THE DETAILS AND NOTES ON THIS SHEET SHALL BE INCORPORATED INTO THE >< xTx.4-•x • Z =
PROJECT AT ALL LOCATIONS WHERE METAL DECK IS USED,WHEATHER SPECIFICALLY CALLED OUT OR NOT. - ------- - - - w
4. WHERE EVER POSSIBLE DECK LAYOUT SHALL PROVIDE SHEETS OF SUFFICIENT LENGTH TO CONTINUOUSLY SPAN AT LEAST I•I T �• • N
THREE SPANS. ENDS SHALL TERMINATE OVER A SUPPORT PERPENDICULAR TO THE DECK SPAN, EXCEPT AT OPENINGS OR I I �C
­T
BUILDING EDGES WHERE DECK BAY BE CANTILEVERED AS PER DETAIL S-411 WELD TO SUPPORT .I STEEL BEAM METAL DECK, eye o�
( II)TO DECK SPAN z WELD TO SUPPORT
SEE PLAN SEE PLAN
5. DECK SHALL BE SHORED AS REQUIRED BY MANUFACTURER. N SPAN TO DECK
6. DO NOT SUSPEND CEILING (EXCEPT ACOUSTICAL TILE), PIPING, LIGHTING FIXTURES, CONDUITS OR OTHER UTILITIES DIRECTLY Y �✓d�`yd rn o ��
FROM DECK. ITEMS MAY BE HUNG FROM APPROVED INSERTS ANCHORED IN CONCRETE FILL OVER DECK. CONDUIT PLACED w rs 0Q'
METAL DECK SCHEDULE IN THE CONTRETE FILL SHALL NOT BE LARGER THAN 0/2"O.D.AND SHALL BE PLACED TO MAINTAIN 2"OF CONCRETE COVER. NTERMEDATE
SUPPORTS
CONC CONDUIT SHALL BE SPACED TO MAINTAIN A CLEAR DISTANCE OF 3 TIMES THE CONDUIT O.D.
TOPPING �•'
DEPTH 7. DECK SHALL HAVE A MINIMUM OF 2"BEARING AT ALL SUPPORTING MEMBERS PERPENDICULAR TO DECK SPAN. A" �(Q
T, DEPT OVER TOAL DECK
H S+MI S-MI METAL DEPTH W Z
PE CON ATTAC 8. ALL WELDED SHEAR STUDS SHALL BE 3/a"DIA. THE STUD LENGTH SHALL BE 4Y"LONG AFTER WELDING(MIN).
NO W CAGE MIN N N C DECK "C" "H" SLAB HMEN
TYPE (IN) NO (IN4)(IN3)(IN3)TYPE (IN) (I ND REINF T 9. STUDS SHALL NOT BE WELDED THROUGH TWO THICKNESSES OF DECK. WHERE TWO DECK ENDS ARE SUPPORTED BY A BEAM DECK TO DECK SIDE Ifs
1 WH-36 2.0 18 0.5 0.4 0.4 SEE 4.00 6.00 SEE SEE TO RECEIVE SHEAR STUDS, BUTT(DO NOT LAP) DECK ENDS. LAP ATTACHMENT ,V w .21 u
70 72 88 NOT DWG. NOT WELD TO SUPPORT TYPICAL SECTION = z �m m
E 4 E 5 10. SHEAR STUDS WELDED THROUGH THE DECK,WITH A MINIMUM CLEARANCE OF 1"FROM THE EDGE OF THE DECK TO THE STUD (1)TO DECK SPAN _ M d
CENTERLINE, MAY BE SUBSTITUTED ONE FOR ONE FOR DECK WELDS. f� m o
2 WH-36 2.0 18 0.5 0.4 0.4 SEE 8.00 10.00 SEE SEE 11. SHEAR STUD PLACEMENT DETAILS AND MINIMUM SPACING ARE SHOWN IN DETAIL S-405. V Z m o m
70 72 88 NOT DWG. NOT �acc
E 4 E 5 METAL DECK AND SHEAR STUD NOTES S TYPICAL WELD DETAIL FOR S TYPICAL REINFORCING FOR S
3 WH-36 3.0 18 1.23 0.7 0.7 SEE 9.00 12.00 SEE SEE 40 METAL DECK 402 CONCRETE OVER METAL DECK 403
0 61 81 NOT DWG. NOT
E 4 E 5
CL BEAM&STUD CL BEAM&STUD
SPAN � CLOSURE 18 GA. MIN.
1.ALL METAL DECK (ROOF AND FLOOR DECK) SHALL BE MANUFACTURED BY = 1Yz"MIN.TO MIDHEIGHT
lY OF DECK TYP.
ASC STEEL DECK CO. OR APPROVED EQUAL WITH MINIMUM SECTION ROOF OR 12"MAX. 12"MAX
PROPERTIES LISTED IN THE SCHEDULE ABOVE. THE STEEL SHALL BE FLOOR MIN. FROM OF SUPPORTING GIRDER OR
ZINC COATED CONFORMING TO ASTM A525, CLASS G60 METAL DECK LESS THAN lYz"
FACE OF COLUMN TO THE FIRST STUD
0 2.UPPER REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS.
3.MINIMUM BEARING OF METAL DECK ON SUPPORTS SHALL BE 2 INCHES Z
UNLESS OTHERWISE NOTED. METAL DECK UNITS SHALL BE CONTINUOUS see scReo. O
OVER THREE OR MORE SPANS WHERE POSSIBLE. DECK TROUGH DECK TROUGH Q
(DOWN FLUTE) (DOWN FLUTE) Z Z J
rc 4.CONCRETE TOPPING SHALL BE NORMAL WEIGHT CONCRETE AS SPECIFIED STUDS ARE EQUALLY SPACED ALONG THE BEAM OCCURS OVER OCCURS OFF z a Q
AND SHALL HAVE A MINIMUM 28 DAY COMPRESIVE STRENGTH OF 4,000psi SPLIT LONGITUDINALLY FLANGE. FLANGE.
i WHERE REQUIRED TO x J
Y" Y"MIN. BEARING,TYP. > O LLJ
S.ATTACH DECK AT PERPENDICULAR SUPPORTS WITH s/8" DIA. PUDDLE WELDS ENLARGE THROUGH. O Q
o IN EACH FLUTE AND AT PARALLEL SUPPORTS WITH 5/e" DIA. PUDDLE 1)2 SEE STUD w BEAM WEB MIN. W 0 W Q
WELDS @ 12" O.C. - OPTIONAL - POWER ACTUATED FASTENERS IN LIEU PLAN CLOSURE PIECE;CUT U w
OF WELDS. ATTACH SEAMS WITH BUTTON PUNCHES OR PUNCH LOCK @ CONT. 14 MIN OUT AT DOWN FLUTES li z Q
24" O.C. MAX. GA.WELD R of
WITH STUDS WHERE = d K W
-�-- - - UK"CLEARNCE CAN = 0 d 0 p
NOT BE PROVIDED. L Q IL
00
3 BEAM FLANGE,TYP. 1Yz"MIN 2"MIN 00
o BEARING BEARING X
o SINGLE ROW OF STUDS 0 (n
SECTION AT CHANGE OF DECK DIRECTION
TYPICAL DECKING DETAIL S TYPICAL WELDING FOR S SHEAR STUD SPACING S DECK & SHEAR STUD PLACEMENTS S
0
14001 CONCRETE OVER METAL DECK 404] 14061
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
12
GS-7
O Schn bd Engineering 2016 All Rights R...,.d

WHERE DECK IS CONTINUOUS 1"CLR TYP.
OVER BEAM AND DISTANCE OPENING
IS LESS THAN 18",OMIT ADDED BARS AT TOP SEE SPECIFIC WELD NOTES
THIS CHANNEL. (2)-#4 ADDED BARS IN CONCRETE FILL CLOSURE PIECE AS TYP. REINF.
BEAM METAL ROOF DECK
I I I I I I I I TYP.WHERE CONCRETE FILL OCCURS. REQ'D 18 GA. MIN.
SEE SECTIONS A&B FOR LOCATIONS
II II II II II II II
II
CONCRETE
CONC. FILL& REINE OR MASONRY
3"MAX
I II II II II II II II II II II II II Q
\
_L K
1 WHERE OCCURS WALL L4x3x (LLVS)C ONT
o
DIA ADHESIVE ANCHOR
DECK AA BOLTS®24 OC
KEYS 2'-0"
LONG OVER DECK PARALLEL TO WALL
DECK® �V 1"CLR TYP.
4'-0 O.C. OPENING ADDED BARS AT T&B EE SPECIFIC WELD NOTES
2 Y8
k°CLOSURE PIECE AS TYP. REINF.
REQ'D 18 GA. MIN.
Qom w
LOCATE JOINT METAL ROOF DECK o
TOP FLUTE \�I o w
EXTEND 8"-24" EXTEND Y"DIA. PUDDLE WELD B 3/a"DIA ADHESIVE ANCHOR m w
NOTE$: GONG. FILL& BOLTS®24 OC
EACH TROUGH REINF.WHERE rc
L LENGTH CHING L LENGTH
1. SLAB REINF. CONT.THRU JOINT U.O.N. OCCURS L4x3v2xY8(LLV)CONT °
3 TROUGHS 3 TROUGHS w i
2. SEE PLAN FOR LOCATION OF C.J.S. ^\ a z
gg DECK PERPENDICULAR TO WALL
CONSTRUCTION JOINT IN S SMALL OPENING IN METAL S DECK ANGLE TO WALL S w
CONCRETE FILL OVER DECK 408 DECK WITH CONCRETE FILL 14091 415 0� o
lo
1"CLR TYP. #4® 12"O.C. x 4'-0" u
WHERE DECK IS CONTINUOUS OVER OPENING LONG W/3"HOOK WHERE METAL ROOF DECK
BEAM AND DISTANCE"X"IS LESS THAN ADDED BARS AT TOP O.H. IS GREATER THAN 1'-0"
18 OMIT THIS CHANNEL, CLOSURE PIECE AS TYP. REINF. TYP. DECK REINF. 5 o y
REQ'D 18 GA. MIN. #5 CONT.
GROUT -s
BEAM (2)-#4 ADDED BARS IN CONCRETE FILL EDGE REINE. f °
TYP.WHERE CONCRETE FILL OCCURS.
SEE SECTIONS A&B FOR LOCATIONS STRAPS AS
REQ'D TO
MAINTAIN — BAR 6x3�CONT WITH
CONC. FILL& VERT. EDGE %"DIA WELDED STUDS
REINF.WHERE 0*OC ¢5 p w d
1"MIN. C8 OCCURS O.H. SEE
3"MAX CLOSURE
PIECE AS SEE PLAN m
A REQ'D 18 d�ya m
GA. MIN. psi 02 w
\ a —WELD DECK TO DECK PERPENDICULAR TO EDGE ��b
CHANNELS PER 1"CLR TYP. #5 CONT.
EDGE OF FLANGE ATTACHMENT OPENING EDGE REINF.
/\ B SCHEDULE ADDED BARS AT T&B
CLOSURE PIECE AS TYP. REINF. x A, z
S BEAM STRAPS AS W
CONNECTION REQ'D 18 GA. MIN.
RE'D TO _Q
1
MAINTAIN .a
VERT. EDGE
CONCRETE OR c
m O.H. SEE TYP. DECK REINF. MASONRY WALL w p
a CLOSURE ,
CONC. FILL& PIECE AS SEE PLAN Z M
REINF.WHERE REQ'D 18
o�—
6'-0"MAX WIDTH C8X11.5 AROUND OPENING +CS n N 1"MIN. GA. MIN. f
U.O.N.ON PLANS(TYR) 3"MAX OCCURS V Z m o m
NOTE: g_g DECK PARALLEL TO EDGE V�w mat
SEE PLANS FOR REINFORCING AT LARGER OPENINGS. LARGE OPENING IN METAL S TYPICAL INTERIOR EDEGE S DECK PLATE ON WALL S N
DECK WITH CONCRETE FILL 410 OF DECK DETAILS 411 416
PROVIDE 14 GA.WELD WASHERS WITH L-3x3xY EA SIDE OF OPENING, EXTEND ANGLES
%"DIA. HOLES FOR EACH WELD MAIN BEAMS ONE SHEET WIDTH EA SIDE(NO ANGLES REQ'D
OR GIRDERS FOR OPENINGS s"OR LESS) 41
HOLE 15" SO 3" �6 2 STEEL JOIST
OR BEAM
74� MAX HOLE MAX. N
C4x5.4 °� C4x5.4 C -�
— PLUG WELD — — L-4x3x Ya LLV �I
_ � = II II
ARC SPOT WELD ANGLE AT 1'-0" `LARGER ' (n
EACH FLUTE /\ o \_/ C3x4.1 MAX THAN 1'0 Q J
yL V/2xl,�A//f6 ———— _6 9 w
° LENGTH 4 3x A=A \ / — — IF-_ _-1 o O 0 Q w
3 HOLE(24"MIN.) HOLE J o U 0
o m C4x5.4= m C4x5.4= }/a"DIA PUDDLE WELDS C — w Lu _J
TYPICAL FOR HOLES UP TO 15" SQUARE EA vnLLEY o � w z Q
C4x5.4 NOTE d K W �
w NOTE: 2 RIBS MAX FRAMING TO BE FURNISHED AND WELD DECK TO ANGLES WITH O O_ C7
NOTES: PARTIAL PLAN PARTIAL PLAN B B INSTALLED BY STRUCTURAL STEEL Y2"DIA PUDDLE WELDS 0 12"OC 2 IL
$ FRAMING TO BE FURNISHED AND INSTALLED BY MISC 00 U
cl
1. FOR HOLES UP TO 3"DIA. NO
METALS CONTRACTOR CONTRACTOR —
o REINFORCEMENT IS REQUIRED.
x 2. FOR HOLES UP'}T/O 6"DIA. USE FRAMING FOR OPENINGS 6" TO 12" FRAMING FOR OPENINGS LARGER �
4 FLAT BARS 1,K'Vr6"SIMILAR TO FOR HOLES GREATER THAN 15' SQUARE THAN 12 AND SMALLER THAN 48'
ANGLE AS SHOWN ABOVE (LESS THAN 2'-6")
w
TYPICAL OPENINGS IN S FRAMING AT METAL_-
S
TYPE "B" DECKING14121 DECK OPENINGS 1413
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-8
®S°hn bd Engineering 2016 All Rights R...,.d

PL 6x5xYz"
I I I I I I I I I 0'-21/2 O' /2' 0'-1"� C6x13
0'-2" 0.12az o 0'-2y2"
II II II II II II II 0-4 Q I
o l �0'-o%2"GAP
I 0,-a„
o_ Q o'-0%2'
Imo'-0%2' 0`1�a" s
C12x2o.7 �0'-2" 0'-2%2"
DECK DIA BOLT W/SLOTTED HOLES c
KEYS 2'-0' (TYR) o'er"
LONG OVER 0'-1"
DECK
+ �
4-0 O.C. 0'-1"� spa�DIA BOLT W/SLOTTED
0° } HOLES(Ty
° P)
I I I I I I I I I I I I � LSx5xY2'x8"
II II II II I II II
LOCATE JOINT @ PL 12z6xYz^ 1/4 TYP /4 TYP
1
TOP FLUTE
NOTES: NOTES: - m
NOTES: „
1. ALL MEMBERS AND ANCHORS SHALL BE STAINLESS STEEL. 1. ALL MEMBERS AND ANCHORS SHALL BE STAINLESS STEEL. ?
1. SLAB REINF. CONT.THRU JOINT U.O.N. 2. ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE. 2. ALL WASHERS AND NUTS SHALL BE INSTALLED WITH ANTISEIZE.
2. SEE PLAN FOR LOCATION OF C.J.S. ^\ a z
CONSTRUCTION JOINT IN S C12x20.7 WALL CONNECTION S C603 WALL CONNECTION S `v, w
CONCRETE FILL OVER DECK 14081500 501 0�
0
o
o �
5
you o, o
ry,��b 0p ZS
1 ANCHOR BOLT.
SEE DRAWINGS ALL-THREAD ROD. U'
FOR SIZE AND SEE DRAWINGS Z
--- LOCATION. 7�FOR SIZE AND
LOCATION. /�c
_MASONRY _MASONRY •y w �' 0
WALL w n U
WALL
NOTES: Z m
1. SET ANCHOR BOLTS AND ALL-THREAD RODS WITH TEMPLATE. V N
Z _ �
2. CUT BLOCK WEB AS REQUIRED TO ALLOW PLACEMENT OF I w `c
GROUT BETWEENANCHOR BOLT NANCHORTBOLT, ROD LTHIREAD ROD MINIAND e MUM OF
ANCHOR BOLTS IN MASONRY S �a�
311 � a
3
m
Z Z J
y
rc
o00' J W
� W w J o z Q
a 02 W
w
$ Q IL
O ~
cl U D
3
o �n
o (i)
w
3
°a
0
a
°
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GS-9
O Schn bd Engineering 2016 All Rights R...,.d

0
rc
GENERAL MECHANICAL NOTES w
0
1. SEAL WELD ALL PERMANENT JOINTS ON WATERTIGHT CONNECTIONS. TOLERANCES UNLESS SPECIFIED OTHERWISE
2. COATINGS:ALL EXPOSED CARBON STEEL SURFACES SHALL BE COATED PER THE SPECIFICATIONS.
DIMENSION TOLERANCE(INCHES)
3. FASTENER MATERIAL SHALL BE AS INDICATED ON THE DRAWINGS.STAINLESS STEEL FASTENERS SHALL CONFORM TO ASTM A193 GRADE B8.ALL STAINLESS
STEEL FASTENERS SHALL BE INSTALLED WITH A BRONZE MATING FASTENER(BOLT OR NUT).BRONZE FASTERS SHALL CONFORM TO ASTM F467 AND F468, FRACTION ±Y32
ALLOY 655 SILICON BRONZE,MINIMUM YIELD STRENGTH OF 60 KSI. rc
X t0.05
4. ALL FASTENERS SHALL BE INSTALLED WITH METAL-FREE,MARINE GRADE ANTI-SEIZE,LOCTITE LB 8023. r
.XX ±0.005
5. ALL COUNTERSUNK CAP SCREWS SHALL BE HEX DRIVE. a m
.XXX ±0.0005
6. ALL SUBMERGED ANCHORS SHALL BE TYPE 304 STAINLESS STEEL. ° a
SURFACE FINISH 125 pin
7. RADIUS ALL CORNERS OF PAINTED SURFACES A MINIMUM OF
mV
w
9. DEBURR AND REMOVE ALL SHARP CORNERS AND EDGES ON PUNCH PLATE,DRILLED HOLES,SCREENS,FISH TRANSFER PIPING,AND ALL FABRICATIONS.RADIUS ALL
METAL AND PLASTIC EDGES TO A MINIMUM RADIUS OF%" IN FISH HANDLING AREAS. ° m
10. ALL PLASTICS SHALL BE UV STABLE. p
z
11. PROVIDE EQUIPMENT PADS UNDER ALL FLOOR-MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT.EACH PAD SHALL BE 3"LARGER THAN THE EQUIPMENT FOOTPRINT ON
ALL SIDES AND BE REINFORCED PER STANDARD DETAIL 240/GS-6. w
12. ALL ALUMINUM SHALL BE ELECTRICALLY ISOLATED FROM CONCRETE USING A GASKET,BITUMINOUS COATING,BOLT ISOLATION KITS,OR ENGINEER APPROVED EQUAL. °
CHANGES IN PIPING MATERIAL FROM STAINLESS STEEL TO CARBON STEEL SHALL BE ISOLATED USING A BOLT ISOLATION KIT THAT INCLUDES GASKETS,SLEEVES,AND
WASHERS.
13. ALL PIPES PASSING THROUGH WALLS SHALL BE INSTALLED WITH A MINIMUM OF Ya"THICK SEEP RING. FASTENER TORQUE TABLE
14. ALL WIRE ROPE DRUMS SHALL BE GROOVED WITH STANDARD GROOVE DIMENSIONS FOR THE RESPECTIVE WIRE ROPE SIZE.
SIZE A307 TORQUE(FT-LBS) A325 TORQUE(FT-LBS) A490 TORQUE(FT-LBS)
15. ALL EQUIPMENT IN WET AREAS,INCLUDING AREAS THAT ARE OUTSIDE OR INSIDE THAT HAVE OPEN WATER OR THE NEED FOR BEING SPRAYED DOWN FOR CLEANING SHALL
BE WASHDOWN RATED,AND MEET THE REQUIREMENTS OF IP66 OR APPROVED EQUAL. %"-16 6 ,°o' o Q
16. WHEN MULTIPLE SIMILAR ITEMS ARE REQUIRED BY THE CONTRACT,INCLUDING MECHANICAL,ELECTRICAL,AND CONTROLS EQUIPMENT,THEY SHALL ALL BE FROM THE 7/1'-14 10
SAME MANUFACTURER THROUGHOUT THE ENTIRE PROJECT,REGARDLESS OF THE SUPPLIER OR AREA OF THE PROJECT. Y2"-13 15 50 63
%,11 29 99 125
WELDING
3/"-10 52 175 219 4) Z
1. CARBON STEEL WELDING PROCESSES,INSPECTION AND FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.1 STRUCTURAL WELDING CODE-STEEL, /g^-9 84 284 357 .Q c
UNLESS NOTED OTHERWISE. M
1"-8 125 425 533 w .510
U
2. STAINLESS STEEL WELDING PROCESSES,INSPECTION AND FABRICATION SHALL BE IN ACCORDANCE WITH AWS D1.6 STRUCTURAL WELDING CODE- 1 ya^-7 251 844 1,063 °)
STAINLESS STEEL,UNLESS NOTED OTHERWISE. f c
1 V-6 436 1,475 1,850 u 0 n N
3. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED IN THE PROCESS IN WHICH THEY ARE WELDING. V a)Z _
NOTES: o m
4. ALL WELDS SHALL BE 100%VISUALLY INSPECTED. 1.ALL TORQUE VALUES ARE FOR LUBRICATED THREADS AND NUT/BOLT FACES. w `a_cc
2.INSTALL ALL FASTENERS IN ACCORDANCE WITH THE LATEST EDITION OF AISC STEEL CONSTRUCTION MANUAL. w
5. PERFORM MAGNETIC PARTICLE OR DYE PENETRANT TESTING ON 10%OF ALL WELDS.
6. ALL WELD INSPECTION REPORTS SHALL BE SUBMITTED TO THE ENGINEER.
SHOP INSPECTIONS
1. ALL MEASUREMENTS SHALL BETAKEN AFTER FINAL ASSEMBLY AND APPROVED BEFORE PAINTING EQUIPMENT.
2. MACHINE MEASUREMENTS SHALL BETAKEN WITH CALIBRATED INSTRUMENTS OR INSTRUMENTS TESTED AGAINST AS ESTABLISHED STANDARD.OTHER
MEASUREMENTS MAY USE A TAPE THAT IS TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
3
q
Z
O
U Q )
Lu
OzZO
y wa0 O
Lu
J Z
} O O Q
U W o W U
o W Z
_ w U Q
aix� a =
$ 0 0
U
N LLI
3 O
o X
o O
rc
3
°a
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
GM-1
0 S°hn bd Engineering 2016 All Rights R...,.d

PIPING MATERIALS FIELD TEST REQUIREMENTS
Z (SEE NOTE E AND NOTE 4)
TYPICAL PIPE DESIGNATION: o¢ FUNCTION EXPOSED PIPING BURIED PIPING
MATERIAL GROUP NUMBER j j (SEE NOTE 14) (SEE NOTE 13) MINIMUM
LEAKAGE
(SEE NOTE 12) ii (THIS LIST MAY INCLUDE LINES NOT TEST TEST
ro ALLOWANCE
USED IN PROJECT) 2"CIA 21/2" 2"CIA 2 1/2"DIA PRESSURE MEDIUM
12"PW 19 ¢ AND DIAAND AND AND PSI (SEE NOTE 2)
SMALLER LARGER SMALLER LARGER
PIPE DIAMETER FLUID ABBREVIATION CA COMPRESSED AIR * * * 150 AIR (A)
0
NOTES CD CONDENSER DRAIN 8,15 NOTE 6 WATER
CGW CHILLED GROUND WATER * * * * 125 WATER (A)
GENERALNOTE
CW COLD WATER(DOMESTIC) 14 - 14 - 125 WATER 2,11,24(A),19(B) o
ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON CWR CHILLER WATER RETURN * * " * 125 WATER (A)
THIS SHEET FOR A GIVEN FLUID SERVICE,CONTRACTORS SHALL
PROVIDE ONLY THE PIPE MATERIAL GROUP SHOWN ON THE CWS CHILLER WATER SUPPLY * * * 125 WATER (A)
DRAWINGS AND SPECIFIED FOR THAT FLUID SERVICE.
CWV COMBINATION WASTE AND VENT - - 6,8 - NOTE 6 WATER --
NOTE 1
D DRAIN * * * NOTE6 WATER --
PROPRIETARY NAMES HAVE BEEN QUOTED FOR ` ` `
IDENTIFICATION PURPOSES ONLY.SUBSTITUTIONS F FORMALIN 75 WATER (A)
w
WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE GCHWR GYCOL CHILLED WATER RETURN * " 125 WATER (A)
SPECIFICATIONS.
CGHWS GYCOL CHILLED WATER SUPPLY ` ` ` ` 125 WATER (A)
NOTE 2 GW GROUND WATER " * " 150 WATER (A)
LEAKAGE ALLOWANCE IS AS FOLLOWS: A
GWP GROUND WATER PUMPED 150 WATER w o
A. PIPES SO DESIGNATED SHALL SHOW ZERO HW HOT WATER(DOMESTIC) 14 - 14 - 125 WATER (A) w
B. PIPES SO DESIGNATED SHALL SHOW ZERO
LEAKAGE. HWC HOT WATER RECIRC.(DOMESTIC) 14 - 14 - 125 WATER (A) \`�f w
LEAKAGE FOR UNBURIED PIPE AND NOT MORE IOD IODINE SOLUTION * * " 75 WATER (A) w
THAN 0.02 GALLON PER HOUR PER INCH m
DIAMETER PER 100 FEET OF BURIED PIPE. LSP LANDSCAPING SPRINKLER SYSTEM 1 - 1.8 1,8 NOTE 7 z
C. PIPES SO DESIGNATED SHALL NOT SHOW A OF OVERFLOW " " NOTE 6 WATER (A) 0
LEAKAGE OF MORE THAN 0.15 GALLON PER
HOUR PER INCH OF DIAMETER PER 100 FEET IR IRRIGATION 1.8 - 1.8 - 250 WATER (A) o
OF PIPE a
D. PIPES SO DESIGNATED SHALL NOT SHOW A PW POTABLE WATER 21 - 21 - 125 WATER 2,11,24(A),19(B)
LOSS OF PRESSURE OF MORE THAN 5 w u F
PERCENT SDR STORM DRAIN NOTE 6 WATER 8(A),28(B),22(C)
E. PIPE SO DESIGNATED SHALL NOT SHOW A SS SANITARY SEWER - - 8,12 - NOTE 7 -- (A) o
LOSS OF VACUUM OF MORE THAN 4 INCHES
MERCURY COLUMN SU STRUCTURE UNDERDRAIN ` ` " * NO TEST REQUIRED --
NOTE 3 SW SURFACE WATER " " * 150 WATER 4,8(A),5,12,13(B)
` ` * *
FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST SWP SURFACE WATER PUMPED 150 WATER
WATER
REQUIREMENTS,SEE PIPING SECTION OF SPECIFICATIONS. TT TRANSFER TUBE * " * yy w Jd
NOTE 4 V VENT 6,8 - 6,8 - NO TEST REQUIRED
NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER * AS SHOWN ON DRAWINGS y N o
rn
THE SPECIFICATIONS. d�fs 3a Oe
NOTE5
PIPING GROUP NUMBER SHOWN THUS*SHALL BE INSULATED.
SEE PIPING SECTION OF SPECIFICATIONS FOR INSULATING
MATERIALS, PIPING MATERIAL SCHEDULE
Z
NOTE 6 GR,OOUP PIPE(SEE NOTE 13) FITTINGS VALVES,6"AND SMALLER(SEE NOTES 1,11&16) A c
STATIC WATER TEST WITH SURFACE 5 FEET ABOVE HIGH POINT 2-1/2"AND SMALLER,MALLEABLE IRON,ANSI B16.3,THREADED,
OF PIPE. 1 STEEL,ASTM A53,SCHEDULE 40,FUSION BONDED EPDXY LINED BANDED,BLACK,150 PSI OR STEEL,ANSI B16.9,BUTT-WELDED 3" BRONZE,THREADED,GATE:CRANE 428 UB OR STOCKHAM w \n U
NOTE 7 AND COATED AND LARGER,CAST IRON,ANSI B 16.1,125 PSI FLANGED OR B-105.CHECK:CRANE 37 OR STOCKHAM B-319. Z T m
MECHANICAL COUPLINGS. — n
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH 0 _ =
WELDED STEEL AW WA C200,COATED AND LINED PER
APPLICABLE PLUMBING CODE. 4 WELDED STEEL AWWA C200 FABRICATED --------- V Z Nd.0
SPECIFICATIONS `o m
NOTE 8 'w `a t
NO APPARENT LEAKS UNDER NORMAL OPERATING CONDITIONS. CAST IRON SOIL,ANSI/ASTM A-74,SERVICE WEIGHT,BELL AND CAST IRON SOIL,ANSI/ASTM A-74,SERVICE WEIGHT,BELL AND
6 SPIGOT OR HUBLESS.AT THE OPTION OF THE CONTRACTOR, SPIGOT OR HUBLESS.AT THE OPTION OF THE CONTRACTOR, AS INDICATED ON THE DRAWINGS 3
NOTE 9 DUCTILE IRON(GROUP NO.11)MAY BE SUBSTITUTED. DUCTILE IRON(GROUP NO.11)MAY BE SUBSTITUTED. <
INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH STAINLESS STEEL,BALL,FLANGED:WATTS SERIES 2500
APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION 7 STAINLESS STEEL,TYPE 304,ASTM A312,SCHEDULE 40S. STAINLESS STEEL,TYPE 304 ANSI B16.3,SCREWED,150 PSI,ANSI STAINLESS
INL ES STEEL,
URY TYPE L,FLAN CHECK:WATTS
SERIES
25OR
STANDARDS. B16.9,BUTT-WELDED,SCHEDULE 40S,OR 150 PSI FLANGED. CRANE FIG 377 OR AS SHOWN ON DRAWINGS.
NOTE 10 PIPING MATERIALS SHALL BE IN ACCORDANCE WITH NATIONAL POLYVINYL CHLORIDE,SCHEDULE 80,NORMAL IMPACT,SOCKET POLYVINYL CHLORIDE,BALL,DIAPHRAGM,BUTTERFLY,
D1785
8 POLYVINYL CHLORIDE,SCHEDULE 80,NORMAL IMPACT.ASTM SOLVENT WELD JOINTS,ASTM D2467.SOLVENT SHALL BE BALL OR LIFT CHECK:NIBCO/CHEMTROL,HILLS-MCCANNA
FIRE PROTECTION ASSOCIATION STANDARDS. COMPATIBLE WITH FLUID SERVICE. OR R&G SLOAN MFG
NOTE 11 11 POLYVINYL CHLORIDE PRESSURE PIPE ASTM D2241 WITH BELL SEE SPECIFICATIONS
AND SPIGOT JOINTS
3 FOR VALVES 8 INCHES AND LARGER SEE VALVE SCHEDULE. FOR HIGH-DENSITY POLYETHYLENE ASTM D3035 F714,HEAT FUSED _________ �
SPECIAL VALVES SEE SPECIFICATIONS. 12 PVC GRAVITY SEWER PIPE D3034 ASTM D3261 Lu
Z
NOTE 12 POLYVINYL CHLORIDE PRESSURE PIPE:AW WA C900.BELL AND DUCTILE IRON OR CAST IRON 150 PSI FOR POLYVINYL CHLORIDE 0 O
13 SAME AS GROUP NO.8.
SPIGOT JOINTS,DIP FITTINGS. PIPE.AW WA C110 CEMENT MORAR LINED C104 AW WA C900. Q Z
� CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED > } Z
W THUS: 4 CORSS-LINKED POLYETHYLENE,INSULATED PIPE FOR POTABLE _ Z Q
NOTE 13 14 PEX TYPE A,ASTM F876,F877,COMPOSITE FITTINGS WATER,OUTSIDE DIAMETER CONTROLLED,SUSTAINED PIPE W d W Z
2 J Q
FOR PIPE LINING AND COATING,SEE SPECIFICATIONS. WROUGHT COPPER OR CAST BRONZE,ANSI B16.22,SOLDER BRONZE,SOLDER JOINT,GLOBE:CRANE#1310 OR K OU O Q Lu
COPPER,ASTM B88,TYPE K,SOFT TEMPERED WHERE BURIED, JOINT,150 PSI,OR COMPRESSION FITTINGS.(FOR OXYGEN PIPING STOCKHAM B-14T.CHECK:CRANE#1342 OR 36,OR w p J
o NOTE 14 75 HARD TEMPERED WHERE EXPOSED. USE SILVER SOLDER,FOR COMPRESSED AIR PIPING USE 95-5 STOCKHAM B-309 OR B-345.GATE:CRANE#426 OR = W LLB
EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH TIN-ANTIMONY SOLDER) STOCKHAM B-104 OR B-105. F 2i � Z 0
wSPECIFICATIONS.COLORS TO BE SELECTED BY ENGINEER. 16 FLEXIBLE VINYL TUBING.CLEAR UNREINFORCED. VINYL MULTBARB INSERT FITTINGS --------- = 0L W w W
= O d 0 _
NOTE 15 18 POLYETHYLENE;CORRUGATE,NONSLOTTED ASTM F405,F667 SPLIT OR INTERNAL COUPLER,ASTM F667 LL Q IL 0
w NOT USED. POLYETHYLENE;CORRUGATE,SLOTTED ASTM F405,F667,FILTER 3: 0 U
________
3 79 WRAPPEDSPLIT OR INTERNAL ASTM 7 m NOTE16 z
_________
x 21 NSF 61 DOUBLE CONTAINMENT PIPING,ASAHI CHEM PROLOCK FUSION BUTT WELDS
m
o FOR VALVE ENDS,SEE SPECIFICATIONS. O
g 20 HDPE DRAINAGE PIPE AASHTO M252,TYPE C AASHTO M294 CONFORM TO AASHTO M252,AASHOT M294
3
a 30 FLEXIBLE VINYL TUBING,CLEAR UNREINFORCED VINYL MULTIBARB INSERT FITTINGS ---------
0
o POLYVINYL CHLORIDE SCHEDULE 40.NORMAL IMPACT.SOCKET
31 POLYVINYL CHLORIDE,CLEAR SCHEDULE 40,ASTM D1784 SOLVENT WELDED JOINTS ASTM D2466. SAME AS GROUP NO.B.
PROJECT: DA592013.00
DATE: 12/25/2020
SHEET
GM-2
0 Schn bd Engineering 2016 All Rights R...,.d

VALVE SCHEDULE
PRESSURE RATING GATE SCHEDULE
NO. TYPE SIZE(IN) LOCATION FLUID SERVICE (PSI) OPERATOR REMARKS
NO. TYPE SIZE(FT) LOCATION FLUID SERVICE OPERATOR REMARKS
V-10.1 THRU V-10.4 BUTTERFLY 12 AERATION TOWER SURFACE WATER ISOLATION 150 2"AW WA NUT
V-10.5 CHECK 6 WELL NO.1 GROUNDWATER DOUBLE-DISC CHECK 150 - G-40.1 THRU G-40.6 SLIDE GATE 10x6 RACEWAYS SURFACE WATER ISOLATION ELECTRIC SEE 40 M 5
V-10.6 BUTTERFLY 6 WELL NO.1 GROUNDWATER ISOLATION 150 HANDWHEEL G-50.1 THRU G-50.2 SLIDE GATE 2x4.5 FISH LIFT SURFACE WATER ISOLATION ELECTRIC SEE 50 M 9
V-10.7 CHECK 6 WELL NO.2 GROUNDWATER DOUBLE-DISC CHECK 150 -
0
V-10.8 BUTTERFLY 6 WELL NO.2 GROUNDWATER ISOLATION 150 HANDWHEEL METER SCHEDULE a
5
V-10.9 THRU V-10.10 BUTTERFLY 8 AERATION TOWER GROUNDWATER ISOLATION 150 2"AW WA NUT
o
V-10.11 BUTTERFLY 8 YARD GROUNDWATER ISOLATION 150 2"AWWA NUT BURIED CONNECTING RANGE
NO. NAME LOCATION SERVICE TYPE PIP SIZE(IN) VOLTAGE/PHASE
MIN MAX
V-10.12 BUTTERFLY 8 YARD GROUNDWATER ISOLATION 150 2"AWWA NUT BURIED
V-10.13 BUTTERFLY 6 YARD SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED FE-10.1 SURFACE WATER FLOW METER YARD SURFACE WATER MAGNETIC METER 24 2000 8000 48013
V-10.14 BUTTERFLY 4 TRUCK FILL STATION PUMPED GROUND WATER ISOLATION 150 2"AW WA NUT BURIED FE-10.2 WELL NO.1 FLOW METER YARD GROUND WATER MAGNETIC METER 6 50 500 48013
V-10.15 BUTTERFLY 4 TRUCK FILL STATION PUMPED SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED >
rc
V-10.16 BUTTERFLY 4 TRUCK FILL STATION CHILLED GROUND WATER ISOLATION 150 2'AW WA NUT BURIED FE-10.3 WELL NO.2 FLOW METER YARD GROUND WATER MAGNETIC METER 6 50 500 48013
V-10.17 BUTTERFLY 4 TRUCK FILL STATION CHILLED GROUND WATER ISOLATION 150 HANDWHEEL FE-60.1 CHILLED WATER SUPPLY FLOW METER INCUBATION CHILLED WATER PADDLEWHEEL 6 20 200 480/3 m o w
BURIED;CONNECTION FOR i a
V-10.18 BUTTERFLY 6 YARD GROUNDWATER ISOLATION 150 2"AWWA NUT FUTURE SERVICE FE-60.2 GROUND WATER SUPPLY FLOW METER INCUBATION GROUND WATER PADDLEWHEEL 8 20 200 480/3
V-10.19 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED;CONNECTION FOR o Q z
FUTURE SERVICE w
V-10.20 THRU V-10.26 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED 0
V-10.27 BUTTERFLY 12 YARD SURFACE WATER ISOLATION 150 2"AWWA NUT BURIED PUMP SCHEDULE 3; w
V-20.1 COMBINATION AWAR 6 RIVER INTAKE SURFACE WATER -- 150 - APCO 140C OR EQUAL FLOW TDH RPM o m o
NO. TYPE (GPM) (FT) LOCATION SERVICE MOTOR/PUMP HP VOLTAGE/PHASE REMARKSlo
V-20.2 CHECK 24 RIVER INTAKE SURFACE WATER DOUBLE-DISC CHECK 150 -
P-10A SUBMERSIBLE WELL 200 72.5 WELL NO.1 GROUNDWATER 7.5 480/3 FPS 200STS6 a V-20.3 BUTTERFLY 24 RIVER INTAKE SURFACE WATER ISOLATION 150 HANDWHEEL
P-10.2 SUBMERSIBLE WELL 400 72.5 WELL NO.2 GROUNDWATER 15 480/3 FPS 375STS6
V-20.4 COMBINATION AV/AR 8 RIVER INTAKE SURFACE WATER -- 150 - APCO 140C OR EQUAL
P-20.1 VERTICAL TURBINE 7.600 53 RIVER INTAKE SURFACE WATER 1,180 150 48013 CASCADE 14MF -
V-20.5 CHECK 24 RIVER INTAKE SURFACE WATER DOUBLE-DISC CHECK 150 - o
P-20.2 VERTICAL TURBINE 7,600 53 RIVER INTAKE SURFACE WATER 1,180 150 48013 CASCADE 14MF
V-20.6 BUTTERFLY 24 RIVER INTAKE SURFACE WATER ISOLATION 150 HANDWHEEL
P-20.3 VERTICAL TURBINE 40 450 RIVER INTAKE SURFACE WATER- 1,770 10 48013 GOULDS 8RALC,15 STAGE,
V-30.1 THRU V-30.8 BUTTERFLY 6 AERATION TOWER GROUNDWATER ISOLATION 150 2'AW WA NUT GROOVED ENDS IRRIGATION CONSTANT SPEED
V-30.9 THRU V-30.10 BUTTERFLY 12 AERATION TOWER GROUNDWATER ISOLATION 150 2'AW WA NUT PROVIDE LOCK ON COVER P-50.1 CENTRIFUGAL 80 130 UTILITY GROUND WATER NO.1 GROUNDWATER 3,550 7.5 480/3 B&G SERIES E-1531,1.25AD
V-40.1&V-40.12 BUTTERFLY 4 RACEWAYS SURFACE WATER ISOLATION 150 2'AW WA NUT IN VAULT P-50.2 CENTRIFUGAL 80 130 UTILITY GROUND WATER NO.2 GROUNDWATER 3,550 7.5 48013 B&G SERIES E-1531,1.25AD
rc 2 N p N
V-40.2 THRU Vd0.11 BUTTERFLY 6 RACEWAYS SURFACE WATER ISOLATION 150 2'AW WA NUT IN VAULT P-50.3 CENTRIFUGAL 150 80 UTILITY SURFACE WATER NO.1 SURFACE WATER 1,750 7.5 48013 B&G SERIES E-1532,2EB
wig o r~
V-40.13 BUTTERFLY 12 RACEWAYS SURFACE WATER ISOLATION 150 2'AW WA NUT BURIED P-50.4 CENTRIFUGAL 150 80 UTILITY SURFACE WATER NO.2 SURFACE WATER 1,750 7.5 48013 B&G SERIES E-1532,2EB
V-40.14 THRU V-40.19 BUTTERFLY 4 RACEWAYS SURFACE WATER ISOLATION 150 2'AWWA NUT BURIED P-50.5 METERING 1.5 - ADULT HOLDING FORMALIN FORMALIN 125 - 120/1 BLUE-WHITE IND.A4F24-STKK
V-40.20 BUTTERFLY 8 RACEWAYS SURFACE WATER ISOLATION 150 2'AW WA NUT P-60.1 CENTRIFUGAL 190 25 CHILLER ROOM CHILLED GROUND WATER 1,750 3 48013 B&G SERIES E-1531,2.5AC
V-50.1 BALL 2 1 UTILITY WATER PUMPS GROUNDWATER ISOLATION 150 LEVER I P-60.2 I CENTRIFUGAL 190 25 1 CHILLER ROOM CHILLED GROUND WATER 1,750 3 1 48013 1 B&G SERIES E-1531,2.5AC W
V-50.2 CHECK 4 UTILITY WATER PUMPS GROUNDWATER SWING CHECK 150 - _ _ Z
P-60.3 METERING 10GPH INCUBATION FORMALIN FORMALIN 125 120/1 BLUE-WHITE IND.A2F24-STKK -
V-50.3 BUTTERFLY 4 UTILITY WATER PUMPS GROUNDWATER ISOLATION 150 HANDWHEEL c
w E
V-50.4 BALL 2 UTILITY WATER PUMPS GROUNDWATER ISOLATION 150 LEVER w m°n U
V-50.5 CHECK 4 UTILITY WATER PUMPS GROUNDWATER SWING CHECK 150 - MISCELLANEOUS MECHANICAL EQUIPMENT Z ;g c
M�
V-50.6 BUTTERFLY 4 UTILITY WATER PUMPS GROUNDWATER ISOLATION 150 HANDWHEEL PRESSURE V f•0 y N a)_6
NO. TYPE SIZE LOCATION SERVICE VOLTAGE/PHASE REMARKS 2: .0
f6
V-50.7 GATE 2 SPAWNING TANKS GROUNDWATER ISOLATION 150 HANDWHEEL (PSI) t
w a t
V-50.8 GATE 2 SPAWNING TANKS GROUNDWATER ISOLATION 150 HANDWHEEL AC-10.1 AIR COMPRESSOR 5 HP COMPRESSOR BLDG AIR 480/3 EXISTING EQUIPMENT
V-50.9 BALL 2 Y UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 LEVER AC-10.2 AIR COMPRESSOR 5 HP COMPRESSOR BLDG AIR 480/3 EXISTING EQUIPMENT 3
V-50.10 CHECK 4 UTILITY WATER PUMPS SURFACE WATER SWING CHECK 150 - AER-30.1 BULK AERATOR 8'x8' AERATION TOWER SURFACE WATER -- -- SEE 30 M 3 '
V-50.11 BUTTERFLY 4 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 HANDWHEEL AER-30.2 BULK AERATOR 1.5'xT AERATION TOWER GROUNDWATER -- -- SEE 30 M 3
V-50.12 BALL 2Y UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 LEVER BIG ASS FAN POWERFOIL X3.0,WITH
F-1 THRU F-3 OVERHEAD FAN 29 DIA,2 HP RACEWAYS AIR - 480/3 MOUNTING KIT AND BAFCON MULTIFAN
V-50.13 CHECK 4 UTILITY WATER PUMPS SURFACE WATER SWING CHECK 150 - CONTROL KIT;SEE 40 H 1
V-50.14 BUTTERFLY 4 UTILITY WATER PUMPS SURFACE WATER ISOLATION 150 HANDWHEEL CRD-40.1 THRU
CRD-40.8 FISH CROWDER 5 HP RACEWAYS -- 24VDC BATTERY
PRV-50.1 PRESSURE REDUCING 6 UTILITY WATER PUMPS SURFACE WATER MODULATING 150 _ CLA-VAL 90-01,0-75 PSI,VALVE 0-300 GPM GRAIL-50.1 WEDGE WIRE 3 HP SORTING - 480/3
3 V-50.15 GATE 2 SPAWNING TANKS SURFACE WATER ISOLATION 150 HANDWHEEL BRAIL-50.2 WEDGE WIRE 3 HP FEMALE SPAWNING TANK - 480/3
p
V-50.16 GATE 2 SPAWNING TANKS SURFACE WATER ISOLATION 150 HANDWHEEL BRAIL-50.3 WEDGE WIRE 3 HP MALE SPAWNING TANK -- 480/3 z co
Lu
V-50.17 THRU V-50.18 BUTTERFLY 4 SPAWNING TANKS SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED EA-50.1 EA-BASKET 3 HP SORTING - 480/3 ¢ J
V-50.19 THRU V-50.26 BUTTERFLY 2Y2 SORTING TABLE SURFACE WATER ISOLATION 150 LEVER ASAHI TYPE 57#21310 TNK-50.1 HYDROPNEUMATIC 24 IN DIA SORTING/SPAWNING GROUNDWATER 125 -- B&G WTA-449 ASME RATED BLADDER TANK O Z Z Q
p TANK Z Q O
V-50.27 THRU V-50.28 GATE 2 SORTING TABLE SURFACE WATER CONTROL 150 HANDWHEEL SCH 80 PVC W d O W
TNK-50.2 HYDROPNEUMATIC 36 IN DIA SORTING/SPAWNING SURFACE WATER 125 -- B&G WTA-453 ASME RATED BLADDER TANK LU J
z V-50.29 THRU V-50.30 BALL 2 SORTING TABLE SURFACE WATER ISOLATION 150 LEVER ASAHI#17245 TANK } 00 Q
STR-60.1 WYE STRAINER 41N CHILLER ROOM GROUNDWATER 125 -- WATTS SERIES 77F-DI-125,#20 MESH K U
V-50.31 BUTTERFLY 12 FISH LIFT SURFACE WATER MODULATING 150 MOTOR W W p
° STR-60.2 WYE STRAINER 41N CHILLER ROOM GROUNDWATER 125 -- WATTS SERIES 77F-DI-125,#20 MESH U L W z J
V-50.32 BUTTERFLY 6 FISH LIFT SURFACE WATER MODULATING 150 MOTOR Q
D-70.1 ROLLUP DOOR 3 HP SHOP BUILDING - - 480/3 SEE SPECIFICATIONS
rc V-50.33 BUTTERFLY 4 FISH LIFT SURFACE WATER ISOLATION 150 2'AW WA NUT BURIED 1: a- K w U
i D-70.2 ROLLUP DOOR 3 HP SHOP BUILDING -- -- 480/3 SEE SPECIFICATIONS = O LU 0
V-50.34 BUTTERFLY 4 FISH LIFT SURFACE WATER ISOLATION 150 2"AW WA NUT BURIED = EL
0- Z
D-70.3 ROLLUP DOOR 3 HP SHOP BUILDING -- -- 480/3 SEE SPECIFICATIONS LL Q O Q
x V-50.35 BUTTERFLY 5 FISH LIFT SURFACE WATER ISOLATING 150 2"AW WA NUT BURIED cl U
w D-70.4 ROLLUP DOOR 3 HP SHOP BUILDING -- -- 480/3 SEE SPECIFICATIONS -
o V-60.1 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL D-70.5 ROLLUP DOOR 13 HP I SHOP BUILDING -- -- 480/3 SEE SPECIFICATIONS O W
in
o V-60.2 CHECK CHILLER ROOM CHILLED GROUND WATER SWING CHECK 150 IFREEZER ROLLUP DOOR 7.5 HP I SHOP BUILDING 480/3 SEE SPECIFICATIONS p
V-60.3 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
E
w V-60.4 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
a
p V-60.5 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
a
9 V-60.6 CHECK CHILLER ROOM CHILLED GROUND WATER SWING CHECK 150 -
V-60.7 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.8 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL
V-60.9 BUTTERFLY CHILLER ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL PROJECT: DA592013.00
V-60.10 BUTTERFLY 6 INCUBATION ROOM CHILLED GROUND WATER ISOLATION 150 HANDWHEEL DATE: 12/23/2020
N V-60.11 BUTTERFLY 8 INCUBATION ROOM GROUNDWATER CONTROL 150 HANDWHEEL SHEET
a GM3
O Schn bd Engineering 2016 All Rights R...,.d

'U'BOLT WITH DOUBLE NUTS AND o Y," SS CONCRETE ANCHOR, WITH NUT AND
\ ¢ NOTES: LOCKWASHER (TYPICAL) 6" EMBEDMENT.
o LOCKWASHERS, GRINNELL FIG 137,
TOLCO FIG 110 OR EQUAL. WHEN "D" EPDXY °p° 'U' FITTING UNISTRUT NO P-5547, GRINNELL
USED WITH PVC OR FIBERGLASS 1. WHEN USED WITH PVC OR
ADHESIVE SUPPORT CHANNEL AICKINSTRUT FIBERGLASS PIPE, PROVIDE POWER-STRUT NO PS-2648 OR EQUAL (TYP)
PIPE, PROVIDE STEEL SHIELD WITH Y2" CONCRETE ANCHOR W/HEX p'°^
LOOSE FIT AROUND PIPE AT 'U' ANCHOR (TYP) NUT AND LOCKWASHER TYPICAL SERIES 20P-2200 STEEL SHIELD WITH LOOSE FIT s„
( P OR TALL AT 3' 000 FIBERGLASS CHANNEL
.° BOLT. WRAP COPPER TUBING OF 4 4" EMBEDMENT GRINNELL/POWER-STRUT NO AROUND PIPE AT CLAMP, WRAP
WITH 2" WIDE STRIP OF RUBBER ) PS-400 OR EQUAL AT 5' OC COPPER TUBING WITH 2" WIDE p.° OR EQUAL AT 3'-0" OC MAX UNLESS OTHERWISE
FABRIC
UNLESS OTHERWISE SHOWN STRIP OF RUBBER AT CLAMP. x SHOWN
Y2" BOLT, NUT
Q° A AND WASHER 0^ 2. FOR FLANGED PIPING, INCREASE � PIPE CLAMP GRINNELL/POWER-STRUT SERIES
(TYP) P "B" DIMENSION AS REQ'D. p 3126, UNISTRUT 2558 OR EQUAL. PROVIDE WITH 4
WELDED STEEL BRACKET rn °• NEOPRENE STRIP AROUND PIPE AT EACH CLAMP.
GRINNELL FIG. 195, 199 - PIPE 3. ALL STEEL SHALL BE T304 SS. o rc
GRINN FIG FIG. 5, 9 EQUAL n F FOR COPPER TUBING, WRAP WITH 2" WIDE STRIPTOLCO o
°� o _ °Q° o BOLTS, NUTS F pe° OF RUBBER FABRIC.&DW o
° r2. THIS
3/4" OR 1" CONCRETE ANCHOR WITH HEX p ° PIPE ASHERS w _ WHERE LENGTH EXCEEDS 3'-0", PROVIDE
NUT AND LOCKWASHER TYPICAL FOR o ° °P INTERMEDIATE SUPPORTS AT MAX 1'-6" OC
p p.tl (TYPICAL) PL "S" ca PIPE SIZE "D" "S"
MEDIUM AND HEAVY BRACKET, RESPECTIVELY. UNISTRUT NO P-5547, GRINNELL/POWER-STRUT
¢ 0 o 'iBOLTS, NUTS ��0 0 < 2 1/2" 3/8" 1/4"xi" x °
SEE SPECIFICATIONS 5' EMBEDMENT. - ¢ NO PS-2648 OR EQUAL (TYPICAL)
° 3"-4" 5/8" 1/4"xi 1/2" �-
& WASHERS NOTES:
P° ALL PARTS AFTER FABRICATION. WHERE Ya" GUSSET PLATE 6"-8" 3/4" 3/8"x2" ° w
, BRACKET, 'U' BOLT, LOCKWASHERS, AND ° ° 10"-14" 3 4" 5 8"x 2" 1. FOR FLANGED PIPE, USE EXTENDED PIPE SUPPORT.
O BE TYPE 316 STAINLESS STEEL >14" 3/4" 5 8"x4" P FOR ADDIDTIONAL REQUIREMENTS SEE SPECIFICATION o
BRACKET IS LIMITED TO PIPES UP TO 24" Q o f1 0 6„ sus•• SECTION "PIPE SUPPORTS". m
' DIAMETER, ° Q 2. INSTALL EACH PIPE CLAMP WITH STOP LOCK N
° 3. INCLUSIVE THIS PIPE BRACKET SHALL ONLY BE USED ON ° ASSEMBLY (F200-4219). ? N
CONC WALLS WITH A MIN THICKNESS OF 12 INCHES. AS REQ'D 3. ALL STRUT AND STRUT FITTINGS SHALL BE FRP.
p o°p o 4. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION AS REQ'D o WEHRE METAL PART NUMBERS ARE SHOWN USE THE
SECTION 'PIPE SUPPORTS'. STRAP "S" AA FIRE EQUIVALENT.
FACE OF WALL z
PIPE BRACKET M VERTICAL PIPE SUPPORT M FLUSH MOUNTED M z
(FOR PIPE 24" DIAMETER AND SMALLER 104 11061 PIPE SUPPORT 1 08 oN
0
o� DIMENSIONS IN INCHES PIPE SIZE 4" THRU 36"
¢ LOAD ADJUSTABLE PIPE SADDLE 'U'BOLT
o SUPPORT, GRINNELL FIG I
'D' FLAT BAR WITH 2 BOLTS AND HEX PIPE B C 'D' RATING wz a
NUTS. GALVANIZE AFTER FABRICATION DIAMETER A' SEE NOTE 3 HOLE FLAT BAR SIZE LBS TOLCO FIG 318/319 OR DIMENSIONS IN
BELOW DIAMETER PIPE SIZE 2Y2" THRU 36' PIPE IN HES "D" ANCHORS oN y
3/4 5 15/16 2 1/2 7/16 3/16 x 1 1/4 190 ADJUSTABLE PIPE SADDLESIZE A B C MINIMUM MAXIMUM DIA EMBED
1 6 1/4 2 5/8 7/16 3/16 x 1 1/4 190 SUPPORT, GRINNELL FIG
TOLCO FIG 317/319 OR 2 1/2 2 1/2 1 1/2 9 8 13 5/8 5
1 1/4 6 11/16 2 3/4 7/16 3/16 x 1 1/4 190 0 "B" THREADED ADJUSTER. SP 3 2 1/2 1 1/2 9 8 1/2 13 1/2 5/8 5
1 1/2 6 15/16 3 7/16 3/16 x 1 1/4 190 REDUCER, GRINNELL FIG 3 1/2 2 1/2 1 1/2 9 8 1/2 13 1/2 5/8 5
TOLCO FIG 319 OR EQUA
2 8 5/16 3 3/16 7/16 1/4 x 1 1/4 420 1 4 3 2 1/2 9 9 1/2 14 5/8 5
m L SCHEDULE 40 STEEL a 'o
2 1/2 8 7/8 3 7/16 7/16 1/4 x 1 1/4 420 PIPE, WELD TO PLATE6 3 2 1/2 9 10 1/2 15 1/2 5/8 5 rn
3 9 1/8 3 3/4 7/16 1/4 x 1 1/4 420 "A" 1" (MIN) 8 3 2 1/2 9 11 1/2 16 1/2 5/8 5 "ell
E+'
3 1/2 10 1/16 4 7/i6 1/4 x 1 1/4 420 NON-SHRINK10 3 2 1/2 9 13 1/2 18 1/2 5/8 5 Si�3N 0
p o� p p, p 4 10 9/16 4 1/4 9/16 1/4 x 1 1/2 610 GROUT12 3 2 1/2 9 15 19 1/2 5/8 5
'C' HOLE DIAMETER 5 11 3/4 4 3/4 9/16 1/4 x 1 1/2 610 14 4 3 11 16 1/2 20 1/2 3/4 6 5/8 _
'A' ° ° ° P 16 4 3 11 17 1/2 22 1/2 3/4 6 5/86 14 3/8 5 5/16 9/i6 3/8 x 1 1/2 870 , o18 6 3 1/2 13 1/2 19 1/2 24 3/4 6 5/8° NOTE 5 NOTE8 16 5/8 6 5/16 9/16 3/8 x 1 1/2 870v 20 6 3 1 2 13 1
GALVANIZED CONCRETE ANCHOR WITH HEX NUT AND o / /2 21 25 1/2 3/4 6 5/8 c °'
LOCKWASHER (TYPICAL) SEE SPECIFICATIONS. 3/8" NOTES: MK-1 MK-2 24 6 4 13 1/2 23 1/2 28 1/2 3/4 6 5/8 (� 'w 2 O
DIAMETER FOR 3/4" TO 3Y2" DIAMETER PIPE Y2" 1. WHERE SUBMERGED, PIPE CLAMP, ANCHORS, SHIELD, NUTS AND w $M q
LOCKWASHER TO BE TYPE 316 STAINLESS STEEL. 30 6 4 13 1/2 27 31 1/2 3/4 6 5/8 = Nm m
DIAMETER FOR 4" TO 8" DIAMETER PIPE 4'EMBEDMENT. 2. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL NOTES: 32 6 4 13 1/2 28 1/2 32 1/2 3/4 6 5/8 Z o�
SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. WRAP COPPER 'o=
TUBING WITH 2" WIDE STRIP OF RUBBER AT CLAMP. 1 FOR ADDITIONAL REQUIREMENTS SEE SPEC SECTION 'PIPE SUPPORTS'. 36 6 4 1 13 1/2 30 1/2 34 1/2 3/4 6 5/8 V 0
3. FOR FLANGED PIPING, INCREASE 'B' DIMENSION AS REQUIRED. 2. GALVANIZE ALL PARTS AFTER FABRICATION. Z o m
4. FOR PIPES SMALLER THAN 3/4" SEE STANDARD M-121. 3. WHERE PIPE SUPPORT OCCURS ON GRADE REFER TO STRUCTURAL '-" `a_cc
DRAWINGS FOR DETAILS.
PIPE CLAMP FOR M w
4. THIS PIPE SUPPORT IS LIMITED TO PIPE FROM 2Y" DIAMETER rQ 3s" ADJUSTABLE PIPE SUPPORT M
INDIVIDUAL PIPES 1 22 5. GALVANIZED ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS AND WITH/WITHOUT U—BOLT 11291
(FOR PIPE 8" DIAMETER AND SMALLER) ONE LOCKWASHER. PROVIDE BAR Y2"x4x4" WELDED TO BOLT. (TYP OF 4)
ADJUSTABLE LINKED
RUBBER SEAL
�°0° P•4
PIPE THRU WALL r PIPE SLEEVE, MINIMUM Y4" THICK PIPE O.D.
OR FLOOR STEEL PLATE, GALVANIZE AFTER PLUS 2"
'D' DIAMETER 3" (TYPICAL)
FABRICATION (TYPICAL)
GALVANIZED ANCHOR E SIKAFLEX 1A
3 BOLT W/ TWO HEX ° ° TOP OF 1" UNLESS OTHERWISE
o "p Y4" THICK PLATE WALL
y NUTS AND PLAIN FLOOR SHOWN ON PLANS
WASHERS FOR LEVELING DIMENSIONS IN INCHES p P °;p FLANGE, SAME MATERIAL Z
AFTER INSTALLATION SUPPORTING AS SLEEVE (TYPICAL) O i
O O •• NAL
PLATE (TYPICAL OF 4) PIPE NOM(SIZE PIPE FLANGE CAULK BRAIDED IYARN TH METHOD 'A' b O Z Z J
O O A B C D E F G H J F G H J
w OR COTTON ROPE SAME AS SHOWN IN Z Q O Q
L\ 3/a" RADIUS ^ 6 4 12 3/8 5/8 6 41/2 6 12 10 61/2 9 16 13 METHOD 'A' ABOVE1 W a w
i 1 (TYPICAL) 8 4 12 3/8 5/8 6 5 8 13 11 71/2 9 16 14 • p 1" MINIMUM J W
SEE NOTE 7 10 4 12 3/8 5/8 6 6 9 15 12 9 13 18 15 OR EF THRU OOR WALL p o`�CLEARANCE, (TYPICAL) W 00 O 2 0
o _ x NON-SHRINK GROUT, 12 4 12 3/8 5/8 6 7 11 17 13 10 15 20 16
G SEE NOTE 3 3/a" CHAMFER ° U W W J
(TYPICAL) 4Y2•, SCH 40 STEEL F 2� - z Q
H R 1' DIA FOAM PIPE SLEEVE Q O
SEE NOTE 7 LLJ
1: a- U
BACKER ROD W
IN FLOOR OR GRADE H4 DOWELS AT 12" (TYP IBOTN VUHMENDS) o p FILL WITH POLYURETHANE U) � IL Q
• e SEALANT (TYP BOTH ENDS) PASSING PIPE L� Q O
m NOTES: EACH FACE CONCRETE PIER p U U
3 1. WHEN SUPPORTING PIPE AND FLANGE ALTERNATELY ON THE SAME LINE, CONCRETE PIERS FOR METHOD 'B' O W
o PIPE SUPPORTS SHALL ALL HAVE THE SAME DIMENSION 'H' FOR FLANGE m
0 2. SUPPORT PIPE SUPPORTS SHALL BE LOCATED IN PLAN AT POINTS MARKED THUS: (X) x0
3. WHERE DIFFERENTIAL SETTLEMENT IS LIKELY TO OCCUR, OMIT GROUT AS DIRECTED
BY THE ENGINEER
w 4. GALVANIZE ALL PARTS AFTER FABRICATION
a 5. WHERE DIRECTED BY THE STRUCTURAL ENGINEER, BOTTOM OF PIERS SHALL EXTEND BELOW SLEEVED PIPE OPENING ��
BOTTOM OF SLAB PIPE SUPPORT M
0 7. GALVANIZEDEANCHORRBOLTCORS ON CONCRETEE REFER TO ANCHOR WITHTTWOTNUTS DRAWINGS
ONE LOCKWASHER. 1 ,3,3 FLOOR PIPE SLEEVE
m PROVIDE BAR 4A2"x4" WELDED TO BOLT. (TYP OF 4) 4" EMBEDMENT. (NEW WALL) ZOO 2O 1
s
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GM-4
O Schn bd Engineering 2016 All Rights R...,.d

SET TOP OF FLOOR SINK Y2"
BELOW FINISHED FLOOR SLOPE
SCH 40 STEEL PIPE SPOOL, 3is• PLATE SEEPAGE FLOOR APPROX 24" DIAMETER AIR GAP (MINIMUM TWO 4" FLANGE
FLANGE DIA TO MATCH CONNECTING RING CIA = PIPE OD AROUND FLOOR DRAIN PIPE DIAMETERS OR 2 CONNECTION
6" MIN OR AS PIPE OR AS SHOWN ON +6", WELDED TO PIPE WHICHEVER IS GREATER) o 0
SHOWN ON MIN Ya" PLATE PLANS INDIRECT WASTE LINES
DRAWINGS OR THICKNESS FLOOR SINK, AS SPECIFIED,
3" OF PIPE WALL (WITH FULL, 3/4" OR)2"
FINISHED GRATE, AS REQUIRED BY
WET SIDE FLOOR NUMBER OF INDIRECT
o x WASTE DRAIN LINES
w p
3 LL rc
U
Z_
O
WALL FLANGE, SAME MATERIAL zz
AS PIPE. Ya" THICK FOR 4" GONG. WALL
Y4 AND SMALLER PIPE. %" THICK _ 1/8
PIPE THRU FLOOR OR FOR 6" AND LARGER PIPE FLASHING CLAMP WITH
WALL. FOR LINING 27" DIA x 4 LB SHEET
AND COATING SEE LEAD FLASHING, WHERE (\ J
FLEXIBLE CPLG
SPECIFICATIONS CONNECTING PIPE SLAB IS NOT ON GRADE - CORROSION RESISTANT
SEE PLANS FOR
MATERIAL AND SIZE DRAIN PIPING, SLOPE AT
Y4" PER FT OR AS SHOWN m o m
CORROSION RESISTANT a.
'P' TRAP AS SPECIFIED
FABRICATED WALL PIPE M PIPE THRU WALL DETAIL M CORROSION RESISTANT M (V\
0
12021 12031FLOOR SINK 222 LJ� PIPE DIAMETER oN
PER SENSOR °
w¢ MANUFACTURER y
5, VARIES OUTSIDE FACE d a SET TOP OF FLOOR DRAIN Yz" FLOOR DRAIN, CORROSION
BELOW FINISHED FLOOR SLOPE RESISTANT (HIGH SILICON =Q wo a
FLOOR APPROX 24" DIAMETER
CONTENT) CAST IRON AS INDELIBLE BLACK PROVIDE INSULATING
AROUND FLOOR DRAIN SPECIFIED PANEL WITH /16" HIGH 1' 0" ( ) = o
YELLOW CHARACTERS 6 FLANGE TYP UNO
"'•,ti;,: END TO SUIT SLEEVE
FLUSH WITH WALL IF OR MECH-TYPE
FINISHED / / PIPE TERMINATES AT COUPLING
FLOOR YELLOW BACKGROUND STRUCTURE.COAT (SEE DRAWINGS)
CUT END OF PIPE7
WITH EPDXY �5e`2 w 2d6
NON—POTABLE a y
FOUR HOLES FOR Ya" LINING SAME AS
WATER DIAMETER BOLTS. EACH CONNECT NO PIPE
0
HOLE SHALL HAVE A �Q'
METAL GROMMET rsi�3a e`t
o DO NOT DRI K
END SUIT _
CONNECTING
FLASHING CLAMP WITHr
INDELIBLE BLACK PIPE SEE DWGS t ALL EXPOSED PIPE CD
27" DIA x 4 LB SHEET CHARACTERS T:. AND COUPLING TO BE ANCHOR TO TANK WALL W Z
COATED PER SPECS OR STRUCTURE WITH Yz"
LEAD FLASHING, WHERE CORROSION RESISTANT
SLAB IS NOT ON GRADE NOTES: WALL FLANGE a
DRAIN PIPING, SLOPE AT WALL FLANGE PLATE THICKNESS CENTERED IN WALL, DIA SS HARDWARE /1! w �; E
Y2" PER FT OR AS SHOWN 1. MATERIAL TO BE SEMI-RIGID BUTYRATE OR EQUAL. PIPE SIZE STEEL PLATE(t) SEE TABLE BELOW �V '1' ^v
2. COLORS AND LETTER SIZE TO BE PER OSHA STANDARDS FOR CAUTION Z 'mot
SIGNS. 30"&UNDER 1/4" _ M
CORROSION RESISTANT 3. PROVIDE THIS SIGN AT ALL HOSE BIBB LOCATIONS WHERE WATER IS 31"TO 60" 5/16" �o-
P' TRAP AS SPECIFIED NON-POTABLE. V N
61"&OVER 3/1" z 'o m
y tc
CORROSION RESISTANT M STEEL PIPE THROUGH OR Ma N
FLOOR DRAIN 223 WARNING SIGN DETAIL 231 TERMINATING AT WALL 233 STILLING WELL 2M2 a
HOSE BIBB SUPPLY LINE
HOSE BIBS NOTES:
WALL OR FLOOR SHUTOFF VALVE,
SCHEDULE 40 VALVE BOX WITH SHUTOFF VALVE, SEE NOTE 1 1. STILLING WELL SHALL BE SCH 10 TYPE
GALVANIZED STEEL COVER SEE NOTE 1 PRESSURE SWITCH OR
304 SS PIPE.
PIPE FROM LAST UNION PRESSURE GAUGE AS
HOSE SCHEDULE 80 SPECIFIED
TEE OR ELBOW CONNECTION STEEL NIPPLE (TYP) PIPE CLAMP 2. VERIFY STILLING WELL SIZE, DIMENSIONS
HOSE BIBB
PIPE � 1'_6" AND MOUNTING WITH SENSOR MFR &
o CLAMP UNION (MINIMUM) FIELD REQUIREMENTS.
v Y2"xY4" 300 LB MI OR 3000 LB Z —_
SUPPLY LINE g^ IDUCTILE
FS GALVANIZED BUSHING O
UNION SHUTOFF VALVE, FINISHED FLOOR 3. PROVIDE AIKINSTRUT PIPE SUPPORTS
SEE NOTE 1 Y2" CAST IRON ECCENTRIC WITH STAINLESS STEEL PIPE CLAMP AT ¢ �
SHUTOFF VALVE, � ° Z Yz'•x1Ya" 300 - PLUG OR 600 LB STEEL >O Z Z J_
$ SEE NOTE 1 ° SUPPLY LINE ° ° 3000 LB F BALL VALVE MAXIMIUM OF 5'-0" OC. Z Q O
° ° - GALVANIZED - w a LU Q
LLJ
_ " � g w J H
° H B-3 ° 1Y4" 3000 F Y2" SCH 80 GALVANIZED } O � Q LLI
H B-2 H B-4 COUPLING, PIPE, STEEL NIPPLE W U
SUPPLY LINE
o H B-1 (HOB-2, NON-FREEZE) OR 1Y4" TAECTION U w LLI J
SHUT-OFF VALVE, FOR CAST UCTILE TYP F 2� z Q
SEE NOTE 1 WATER MAIN IRON PIPEti6" Q OLu 0
3000 LB FS NOTES HALF COUPLING = Odz
UNION PIPE LINING 1: 0 0- Q
1. ALL HOSE VALVES TO BE CONTROLLED HOSE BIBB SCHEDULE 80 STEEL
iBY INDIVIDUAL SHUT-OFF VALVES (BALL / NIPPLE (TYPICAL) w JO OR PLUG VALVES) EXCEPT WHERE 1 -6 (MINIMUM) COAT WITH 0 W
o INDIVIDUALLY CONTROLLED BRANCH MAIN HOSE BIBB PIPE ID x
o SERVES HOSE VALVES ONLY. ° „> Y SHUT-OFF VALVE, O
2. FOR SIZE AND LOCATION SEE DRAWINGS. ° ' SEE NOTE 1
3. PROVIDE WARNING SIGN WHEN USED H B-5
a FOR NON—POTABLE WATER. H B—s
HOSE BIBBS PRESSURE GAUGE OR SWITCH M
M
232 400
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GM-5
O Schn bd Engineering 2016 All Rights R...,.d

COMBINATION AIR SCHEDULE 40 STEEL PIPE, 2" DIA
VACUUM AND AIR FOR 1" TO 2" AIR VALVES. FOR
RELEASE VALVE - AIR VALVES 3" AND LARGER
AS SPECIFIED - SCHEDULE 80 DIAMETER = SAME AS VALVE
(SEE NOTE) GALVANIZED STEEL "' NOMINAL SIZE
NIPPLES
800 LB STEEL BALL 4" - 150 LB FLANGED PIPE END SHALL SUIT CONNECTION
VALVE WITH SCREWED OUTLET (SEE NOTE) (LINING SHOWN ON AIR VALVE DETAIL
ENDS (SEE NOTE) - AND COATING SHALL MATCH J J 10 GAUGE ROUND STEEL PLATE
MAIN PIPE). 2" SIZE AND ¢ ¢w WITH OPENING TO MATCH PIPE
4" - 150 LB BLIND SMALLER MAY HAVE HALF AND WELD TO PIPE
FLANGE. DRILL AND COUPLING INSTEAD OF a ag 22 GAUGE 8 x 8 BRONZE, BRASS o
TAP TO MATCH VALVE FLANGED OUTLET OR STAINLESS STEEL WIRE CLOTH
INLET, (SEE NOTE) iN az�
SCHEDULE 40 GALVANIZED ¢ 10 GAUGE FLAT EXPANDED METAL
STEEL PIPE, ROUTE TO 0 0�> MESH (3/a" OPENING), TACK WELD o
NEAREST DRAIN AND PROVIDE TO STEEL PLATE
PIPE SUPPORT AS REQUIRED Mo¢THREADED COUPLING " yz" WIDE STAINLESS STEEL BAND
0 p (TYPICAL OF 2)
AIR VALVE SCREEN
MAIN (LINING iO 1" (TYPICAL)
AND COATING AS
SPECIFIED) AIR GAP MINIMUM TWO
PIPE DIAMETERS OR 10 GAUGE ROUND
" NOTE: STEEL PLATE
NOT LESS THAN 2
NOTE: m � w
4" DIAMETER FOR 1" OR 2" AIR VALVE
FOR PIPING SYSTEM WITH SERVICE PRESSURE CLASS GREATER THAN AIR VALVE SCREEN ASSEMBLY a N
(EXCEPT WIRE CLOTH AND DIAMETER = PIPE SIZE + 3" FOR 3"
150 PSI. ALL COMPONENTS FURNISHED SHALL BE SUITABLE FOR AND LARGER AIR VALVE
STAINLESS STEEL BANDS SHALL a
THE HIGHER PRESSURE BE PAINTED, SEE SPECIFICATIONS �\ �
AIR—VACUUM AND AIR—RELEASE M AIR VALVE SCREEN M =o v w
VALVE ASSEMBLY 14011404 oN
3" AND LARGER
0
66
wo
o"yZ2 a O ,d2 \
r
'�3a is
Q^� z
�i{c
� w 0
w n U
C
m�N
j w c
�• a U
E N
e
3
z
Y —_
O
I
p z J
g J
z ov G Q W
o = w LLLI 0
= o w W U
U) oa 0 Q
� cl � _
o m W
o 0
rc
3
oa
0
a
0
PROJECT: DA592013.00
DATE: 12/23/2020
SHEET
a GM-6
®Sch-bd Engineering 2016 All Rights R...,.d

Q
PROJECT NUMBER:20DAWI
BASED ON 2014 OREGON MECHANICAL SPECIALTY CODE OSA& LOAD CALCULATION TABLE MECHANICAL LEGEND
COMMERCIAL VENTILATION SECTION
NOTE:THIS INFORMATION IS FOR CALCULATION&CODE REVIEW ONLY.REFER TO EQUIPMENT SCHEDULES&PLAINS FOR EXACT UNIT OPERATION AND BALANCING REQUIREMENTS. EQUIPMENT ® SUPPLY DIFFUSER
EQUIPMENT TOTAL TOTAL TOTAL TOTAL DEFAULT CFM/ OCCUPANT SUBTOT d f f f f f f FLEXIBLE DUCTWORK
SERVING SPACE ROOM NAME&NUMBER AREA(5F)COOLING HEATING OUTSIDE EXHAUST ROOMTYPE OCCUPANCY PERSON CFM CFM/SF SF CFM CFM AIR DISTRIBUTION CONFIGURATION Ex z RETURN GRILLE
(BTU/H) (BTU/H)AIR(CFMI AIR(CFM) --------
------ LINED DUCTWORK ® EXHAUST GRILLE
CONFERENCE BREAKROOM 103 220 0 0 70 Office Buildings:Conference rooms 8 5 '10 0.06 13.2 54 malrhill ceiling>=15"F above s.[.,ceiling return 0.8
OFFICE 102 155 0 0 20 - Office Buildings:ice space 1 5 5 0.06 9.3 15 airfromceiling>=15°F above A.,ciiiiingrinur, 0.9 -------- DEMO � O
ELECTRICAL&COMMS 305) so 0 0 0 50 Natural ventilation 0 0 0 0 0 0 1.0 ROUND DUCTWORK BREAK
OPEN OFFICE 101 310 0 0 45 - Office Buildings:Office space 3 5 15 0.06 18.6 34 warm air from ceiling>=15-F above s.t.,telling return 0.8 O WALL SWITCH K
STORAGE304 TD 0 0 10 - Storage:Warehouse 0 0 0 0.06 4.2 5 war,air from ceiling>=15-F above s.t.,telling return 0.8 y
Fat TOTAL OFFICE AREA 805 29,107 41,338 1 Q THERMOSTAT DUCTWORK BREAK
EWH-1/EF-2 RESTROOM 106 50 - 1,004 0 80 Natural Ventilation 0 0 0 0 0 0 1.0 © TEMPERATURE SENSOR(DDC)
EWH-2/EF-3 STORAGE/WATER HEATER/ 85 - 3,645 10 s0 Storage:Ware house 0 0 0 0.06 5.1 6 1.0 ®®®®DUCTWORK RISE
MOP SINK AREA(107) (71) TEMPERATURE GAUGE
EUH-4/EF4/ W.I. DUCTWORK DROP
AHU-1 FORMALINE STORAGE(308) 100 - 3,225 30 300 Storage:Warehouse 0 0 0 0.06 6 6 malrfrom celling>=15°F above s.t.,ceiling return 0.8 SCUD SMOKE DETECTOR
EUH-3 MUD ROOM 109 160 - 4,]0s 0 Natural Ventilation 0 0 0 0 0 0 1.0 'I' I SPIN-IN SUPPLY(WITH VOLUME
AHU-1 INCUBATION ROOM 110 ]40 36,950 22,540 60 Workrooms:Most processing 3 15 45 0 0 45 air from ceiling=15'F above s.t.,ceiling return 0.8 ®O now
DSI-2/Di/EU H-1 ELECTRICAL ROOM 111 295 44 CO2 SENSOR,089 9,29] 0 Natural Ventilation 0 0 0 0 0 0 1.0 fy y DAMPER)
EUH-2 CHILLER ROOM 112 s]s - 3Tsa2 290 290 Natural Ventilation 0 0 0 0 0 0 1.0 LJ MOTORIZED DAMPER SPIN-IN RETURN/EXHAUST m
EUH-] GENERATOR ROOM 113 225 - 9,62] 0 170 Natural Ventilation 0 0 0 0 0 0 1.0 (WITH VOLUME DAMPER)
B BAROMETRIC DAMPER A
EUH-5/EF-8 SHOP ROOM STS 24,801 0 STS Natural Ventilation 0 o 0 0 0 0 1.0 C� 45'SQUARE DUCT TAKE-OFF
EUH-6/EF-9 STORAGE 450 - 22,608 30 450 Storage:Warehouse 0 0 0 0.06 2] 27 1.0 s+_ FROM SQUARE DUCT i
BDD BACK DRAFT DAMPER a
45'ROUND DUCT TAKE-OFF w
FC-5 SPAWNING AREA EA 890 23,094 48111 60 - Workrooms:Mea[processing 3 IS 45 0 0 45 air from ceiling>-35°F above s.[.,ceiling return 0.8 MANUAL VOLUME DAMPER yi FROM SQUARE DUCT w
EUH-9/EF-11 UTILITY WATER PUMP ROOM 165 - 6,022 0 125 Natural Ventilation 0 0 0 0 0 0 1.0 z
EUH-8/EF-10 FORMALIN STORAGE AREA 1 210 - 13,397 1 20 1 210 Storage:Warehouse 0 0 0 0.06 1 12.6 1 23 warm air from ceiling=15°F above s.t.,ceiling return o.a FS}-{ COMBINATION SMOKE/FIRE DAMPER 45'ROUND DUCT TAKE-OFF
FC4 SORTING AREA 1 880 37,009 1 50,551 1 60 1 - Workrooms:Meat processing 3 15 1 45 0 1 0 1 45 airfromceiling>=15°F above,t.,ceiling return 0.8 FD -{ FIRE DAMPER FROM ROUND DUCT o
N
EQUIPMENT CALLOUT TURNING VANE w
® MITERED CORNER w
DETAIL CALLOUT � �u, F
T o m
POINT OF CONNECTION RADIUS ELBOW
t� INTAKE OR EXHAUST
�- DIRECTION OF AIRFLOW
ABBREVIATIONS & DESCRIPTIONS w
AC AIR CONDITIONINGHVAC HEATING,VENTILATING,AIR CONDITIONING
AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPLIER
AHU AIR HANDLING UNIT KW KILOWATT
BTU BRITISH THERMAL UNITS KWH KILOWATT HOUR
BTUH BTU'S PER HOUR LAT LEAVING AIR TEMPERATURE
CA COMBUSTION AIR MAX MAXIMUM
Cc COOLING COIL MCA MINIMUM CIRCUIT AMPS
CFM CAP FOR FUTURE CFM CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION -mumC9
CGW CHILLED GROUND WATER MIN MINIMUM
NC NOISE CRITERIA W Z
CHWR CHILLED WATER RETURN NFPA NATIONAL FIRE PROTECTION ASSOCIATION
CHWS CHILLED WATER SUPPLY NOT TO SCALE
CLG CEILING NTS
CW COLD WATER OSA OUTSIDE AIR -
DEG DEGREE PO PRESSURE DROP ^
D PH PHASE
DIAMETER Pi PRESSURE REDUCING VALVE m m T
EA DB DRY BULB TEMPERATURE TE V UST AIR RA RETURN AIR CD 45
so m
EAT ENTERING Z AIR TEMPERATURE RG RETURN GRILLE so ry m
f A o
EER ENERGY EFFICIENCY REVOLUTIONS PER MINUTE to
CIENCY RATIO v+w a L
EG EXHAUST GRILLE RTU ROOFTOP UNIT N
ESP EXTERNAL STATIC PRESSURE SA SUPPLY AIR
L'NT ENTERING WATER TEMPERATURE SD SUPPLY DIFFUSER o SEER SEASONAL ENERGY EFFICIENCY RATIO
FCO FLOOR CLEANOUT SFD/FSD COMBINATION SMOKE/FIRE DAMPER e
FD FIRE DAMPER SP STATIC PRESSURE
FLA FULL LOAD AMPS SYM SYMBOL
FUR FLOOR T&P TEMPERATURE AND PRESSURE
FPM FEET PER MINUTE TEMP TEMPERATURE
FT FEET TYP TYPICAL
GA GAUGE UMC UNIFORM MECHANICAL CODE
GCO GRADE CLEANOUT UPC UNIFORM PLUMBING CODE
GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF
HC HEATING COIL V VOLTS
HP HORSEPOWER WB WET BULB
HC HEAT EXCHANGER W/ WITH
IECC INTERNATIONAL ENERGY
CONSERVATION CODE Cn
LU
DRAWING INDEX
O
a SEE ARCHITECTURAL CODE SHEET G-1 Z } Z
Z
Q W Q
a U O z
s 00 ¢ w Q
w
2
�F �w Tx O
3 Z
EL m W
= m0 LLI
CLI
m p x0 J
0
U
o
>
7
7
U
O
rc
U
CI
Q
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. S
....dims i4eeria SHEET
gai HE 1
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

M the tdfdwlng remveemene,minx dheckbmxes Identity raouirementa met the aClbent has not icon-WhigiM being met,Chepkmade Requirements Specific To:HP-1/1"C-1
FAN 5 Supply,Constar Volume.65 CFM,0.1 motor amateds no iosendy requirindeta Met me appf,,M acknowledges ere met or-Pled hoem complumoo'Plan,raterence Pagelsudiion'idenahee where in ¢
Me ylanslspea thereq ulrement an be vardi MI being asualad. sI 1.Energy recovery ventilation systems.Intellectual fan sysems that have boll,a design supply as capacity at hn a 5,DW c greater MI
1 DSOID3 ,Heat Pump Zone):Split Sheila Pump minlmun aulalde all supply of 70 perwM or greeter dthe design supply air country have an energy ramvary,system.
COMcheck Software Version 4.1.1.0 Hesdng Mode:caad r 32 ksWm, Requirements Specific To:EUH-1,3,4,7,9:
Proposed Efidenry==ii]HSPF,Roquima0 Efilcb y=7.70 HSPF 1.Energy recovery ventilation systems.Inseltluat fan sysems Nat have both a design supply air apaGty d5,000 don a greater and a Plane refeence pe8efsacMn:
Mechanical Compliance Certificate Codlrpsede:Caaary=9.50 SEE, ✓ minionan=lde air aupply of 70 percent or greater of Me design supply Mr quantity have an energy remrerystem.
Prppaed Efidenncy 2J E SEER Required Elfl PI 13.00 SEER Requirements Specific To:RTU-1
Fen System:D50/D5p2 Elecbkal Room(111)-Canpltence(Mdoe nemeptee HP matted):Passes Plena refaena a8dsedbn:
✓1.EqulpmeM meea minimum etficlenry: Heal Pump:7.70 HSPF 13.00 SEER
Fam,
CmetaM Vdums,7T/CFM,0.l mdmramaPlate l,0 ✓2,Hydnonlcaydm mnt bl,erola.Hy ,yMem=dat bast 300,00D Blum design mopdaadtyaup M lying atatl and ohllbti waerW V2.Energy recovery on v..fies systems.lNMduel fan systems Nat hveN eboatleappply n su air aadty,d or
5,000 con greats Mna
Y mmbrt corWXlonang systems include controls Mel meet the requlremaMs of Sechom Si minimum outs'-supply d 70 percent or greater of Me design supply all quantity nova an energy recovery system.
D502 Supply,Collided
Vole,=1 CFM,0.1 momamr n li hp
Section 1:Project Information Plena reterena age ere dm: Plena re ,a P ereageraeeaim
1 DSefling 3(Single Zone):2 r S,dan Heat Pump
Energy The 201d Oregon Energy Efficiency Spncialty Code Hatng soda:Ceadly=32 MBldh, Re umatnents Specific To:EUH-2,10:
Project Type Proposed Eficlemy=9.52 HSPF,Required Effitleney=].]O HSPF V P Requirements Specific To:HP-41FCd: p
Project Type:New Construction Cooing Mode:Caacity=300 SEE ✓1.Enimmo eryventllatply&7 systems.rcent or gleam of Me Met n,su MNadealt,supplyoil capacity d5,000 can or Breeterantla ✓1.Enargum mu ryveneration sf70m Intoualf ofteree,19,9aboNetl,nbt supply alrcepedlyaS,ryO cfinapealer entle d
Construetlon Sge: OwnatAgent: DBeigner/COntrBctOf: Proposetl Efficiency=19.505EERR (IllEfficiency.13.00 SEER minimum outside air supply af]O percent or greater of the design soppy air quantity l,eve an energy recovery ayelemi minlmum oubida air supply of]O permnt or greater dthe design supply err euentry l,eve an energy recovery shslem. K
Fan System-DSOIOSI-3 Ebcblul Roan(111)-Canplbna(Motor nameplate HP mothnod):Paeses y
sts Fish Hatchery DC E.Curl hat Plane reference agelaectlon: Plena rdaence peBdseciion:
Oxbo ay Rtl 520 E.CoePureta 2 Fane 2.Hydronic system on tMI,.Hydronic systems of a least 300,000 Blwh design output cap sty supplying Mated and chlllect wear to
Oxbov,OR 97g40 McMted,ID 83g42 DSO Supply.Constant Volume,222 CFM,.0.broa,rmeolate hp ✓ dill mnditiooip systems include mMde Met meet the requirement d Sentbn Si Requirements S eelfle To:HP-flit
(208)2B321B1 DSI3 Supply,Consent Volume,R221 CFM.0.1 rmMer nemepbte hp Req P
1 HP-1ffG1(Skgle Zeno):NNW Pa here Vutcal Unit Heat Prang Plans reference pageleectlm: ✓1.Energy mcovery vennraion syetema.IMMtluel hen systems Mel have heat a tlesgn supply al,ceadry d 5,000 erne a greater antl a
Section 2:General Information Heatlng Mode:CMadry=40 kBWln, minimum noted,i,supply of]O percent or greater of the deign supply or quantity have en recovery system.
recove system.
oa Peoped Efidny e =3,n COP,Required Efidenry=300 COP Requirements Specific To:EUHS,S: Pena reference ppelse lion:
Building Locetbn(for-In.,daral. Baker City,Oregon Coding Mate:Cepadry=38 kBlwh, ✓1.Energy mmvery ventllatlnn syde have me.Indvidual fen systems Mel both a design supply It cpplty of 5.000 or greeer& a W
Climate lone Sb Prmpoaed Eficbncy=11.00 EER,Required Effidishi Sol)EER mNlmum abide air supply d70 perrwd or greater of the design supply air quantity have an energy ramrery syatem.
Fan System'HP-ITC-1 I Ofia Amax-Colholaroe(Molar nameplate HP method):Passes Requirements Specific To:WH-1,2
Plans refer ga reference pesedlm: ✓ oro 1.Nei phesed equipmnd mite Me ethnic reuire qments. Eleddc Water Heuer slficlanry:0.77 EF(d039L,Beat,is 12 kW1)
Section 3:Mechanical Systems List Faro: 2.Sereimwaer-naen
HP1 Supply:Consent Volume,1165 CFM.0.3 mutes nameplate Mi 1/2.Hydricomfort Hydrorel cWrredatkeeet Mer008mN design Section weary supplylnp tratetl and citllted asset to ✓ nor thhou4Marforman under
Water om otion ipmeaeRciamy has been v4dMd Mrouph tlab WmisMtl
ILtmtipl Syf[am Iylta&Deacrlotlon FC13upply,Constant Volume,1185 CFM,0.5 momr nameplate np comfort candlliodnB systems lnc4de cOnbda tlbl Meet Me acWremaMa d3sdbr803.4.3. by Ne mto,am~.-
onmili NrouBh cerhation untlament vedcedificeWn program. o
all 3.Temperaturemuiter Servicewatthisrotirg equipment navemnMlsmslowaselpolnt o1110'F tar equlpmenleavimp tlweXlrp units iv
1 EUH-1,3,4,7,E(Slrgte Zone): 1 RN-1(Single Zane):Single Package Hat Pump Plans reference agasedbn: antl 80°F Wr equlpmeM carving other omuandes.The outlet tempediere d lavatories in public edlXy rest rooms la Ilmltetl to 110°F. � m
Humni 1 each-Unit Heater(EUH-1,3,4,7,9),Eladrk.Cepadry=11 M I Heading Mods:Capacity'14 IkBnLh. Plena reference PeBdaecdion:
Fail
efilcbnry requirement applies Propose.Eficiericy=7.70 HSPF.Required Effi iacey=7.70 HSPF Requirements Specific To:EUH-S: A
Fan System:EUH-1,34,7.9l pochisistal ),Mutl Rm(109),Fanmatln(tog),Ulllry Pump Rm-Complenea CPOIIrg Mode:Gadry=34 kBlum, 1.Energyremvery ventilatinnsystems.lndlvidual fan systems Matheve MNatlalgnsupptyelr apedrydS,OW dmaprmMaMa 4.Heat baps.Water-Mating equipment net supplied wM,,tN,l ham theme and serving nomeaulating systems have Mel baps m Me "
(Mdoe nemeptete HP m,Nnotl):Passes n St ae,Efidagy=etheti SEER,RaNketi ands(Mot 13 m SEER ✓ ✓ Z
FatSysten:RTU-11ncehelbnNa-Campllerwe(Mai nemeplele HP netlwtl):Pessa mnimum oueitle air supply or 70 percent or greater of Me design supply We quantity nave an energy mepvary system. supply and discharge piping associated with the equipment ¢
Fans' Plana reference agelsectim: Plena reference Paefsed"i w
FAN 1 Supply,Constant Volume 400 CFM,0.1 moWr naapee hp Fare: i
AHU1 Sapply,Consult Volume,200011.0 motor nameplate hp ✓2.Hytlronicsystem controls.Hydoeiceyslaredat laeet3 ODDIB1ullm design outputapadtysupplyig haAdantichtedwWW 6,6.Pi,Nlredision.FdMiemek-d-werc h-rand ememelly heated(such as heattradior padond,Mating)systems,pi�Ngis Z
1 EUH-z.10(31rgte Zae): mmnfOH candllloMng systama Include conbds Mat-1 the requlremsMe dSeclbn Ni mud also!In.-am.whh IM apeclflcMllonedNle section.
Hestlng:1 ant-Unit Heater(EUH-2,10),Ebdrk,Capacity=51 Must, 1 MPdfFCi(Si gle Zone):NNW Package Vem6al Unit Heat Pump
No minimum"Wee y requirement epplia Helena Mode:Capacity=d0 kBnilh, Plans rebreme,eNelsedloM t/Q.Hot Water Syelem Conlrole.Systems designed to maintain usage kmpeumree In hd water ogee b lamed ill eummMally when
Fen sysem:EUH-2.10I Chtlbr Bay-Compllence(Motor nemedee He rtethod):Pee dis Proposed Order"=3.32 COP,Required Efidenry,=3.00 COP Me het water system Is not In operation and has demand esreWg mnbde Met tom ofi the epW,when them e m demand when the o O
Cooling Rode:Capacity=W otolh system is oimusMnsL A check valve or similar device it inelletl Par requirement deeds.
Face: Proposed ERximcy=11.00 EER Raqulrad EMoiM y:SW EER Requirements Specific To:EWH-1,2: Ex,xphon apples:Service wale M1aeMg sYatama ucetl W pwide mulllple Iurcliwe ere pert d an inlegraetl sysem. m
FAN 2 Supply,Cleansed Volume,WO CFM,0.1 moor maples hp Fan System:HPd "Sontrg Nee-Canplience(Motor nern"W HP rneNod):Passes ✓1.Energy recovery ventlle0bn cyslems.Intllviduel fen systems Met have DON a deelpn supply air cepplry d 5.000 dm a greeter eat e w
minimum mtside ear supply d 70 perad or Brewer of the design supply air quantity have en energy es owty system. Plans reference Mgeleadim, a 1 EWebnl I irple Zee): Face:
HeMnp:1 esM-DnII Heater(EUH5,8),Electric.Gpadry=2a mWm HPd Soppy,Consent Volume,0415 CFM,03 mots nemepbte hp Plans helerence agehectlon: > w
W minimum""We"requirement applies FCs Supply,Consmnt Volume,1165 CFM,0.5 moll nameplate np Generic Requ lrements:Must be met by all systems to which the requlrelnent Is applicable:
Fan System:EUH-5,6I Shop(IN).Wool(1.5)-Canpliene(Mdor nameplate HP mallotl):Pewees ✓2.Hydrom system oil a l,.Hydmnic system al at east 300.000 Blunt tlaign output apadty supplying Mated and MIIWd water to
1 HP- CS(Single Zone):NNW Packag
e Viesal Unit Hat Pump mmt m fonditioni systems Inclutle mends Met mat Me requirements of SecMn Si ✓1.Celwlation of ht atimg and soling loads.Design beds are tlaterminetl in exmdergs wlm Me procedures descnDetl M the W
Fame: Hating Mona:Caadry=d0 kBoth. ASHRAEIACCA Standard 183.Altti-ii ly,design Iced,have been daerminetl by en approved imil-Wel computation procedure. o
FAN 3 Sup".Doretsrs Volume,576 CFM,0.1 mole nameplate no Proposed Efidenry=3.32 COP,Required Efiedenry=300 COP Plans reference pegdsMlm:
Cou lrg one Caacty=W II ✓2.Pedreged Election Equipment.Sadhed packaged sadder equipment hew a heat Pump as Me or ary heMng mura.
1 EUH-0lSirgle Zorre): Proposed EMciency=11.00 EER,Required EfBdenry:9.00 EER Requirements Specific To:DS=SI.2:
Heatng:l seat-Unit He..(EUHb),EIMrk,Capably=26 kB- Fan System:HP-SrFC-Sl Sawning Aree-Car01mos(Mmor remeplate HP mdhetl):Passes Rintionmentistrotappficama.
W minimum eaderlry requirmi applies ✓1.Equipment meats minimum e6ldeni Heat Pump:T70 HSPF 13.00 SEER
Fan System:EUi I Form la,Storage(SgS)-Complence(Motor mmpldel HP memotl):Pamea Faa: air 2.Ene.Sit he ry,arefaton systems.Individual fen systems met have both a deign supply air apmity d 5.000 call or grater an Plans reference pagdaection /V o
HP5 Supply,Consent Volume,Mi 5 CFM,0.3 momr nameplate hp minmum meide ear supply of 70 percent!ce greater of the design supply Mi quantity have an margy mommi system,
F. FANS Supply,Content Volume,1165 CFM,0.5 momr nameplate hp ✓3.Equipment ant eydem elzlnB,Heeling ant ceotnB equipment antl sysems capeclry do not exceed 1M lade akuletetl In ecmrtiance JV� c
Plans reference agdsedbn: wlm Section 503 2.1.
FAN 4 Supply.Constant Vduma.Slle CFM,0.1 momr nemePlae h0 W w
Vi 2:
1 EN+1.2(Slrgb Zone): 2 Elei Storage Water Heater.Cgedty:12D Berth wI CircdeMn Pump Requirements Specific To:DSo1DS1-3: Plans reference Pegafaeaion: c- O
HeW thi i ea M1-Unit Heiler i-nEwl 2).EM,ddc.Capacity=3 kBnYM1 Proposed!Stridency:0.71 EF,Required EMdeny:0.71 EF ✓1.Equipment meeb minimum elfidancy Hed Pump:7.70 HSPF 13.00 SEER 4.HVAC EqulaaM Pmmmumd,Requlrentand.Reported of olendas Mve been tedetl and rMM In sood enne wXh fie epplkebte led z
No minimum efidenry requirement applies p
,an System:
EVyt+12 I Res1roan(106).lltilirylSWe9e(107)-Complierxe(Motor nameplate HP method): aI 2.Energy recoveryvatsuppl sys70 s.perell or greater
ran systemsof Me that MNa design he.alraaclry of Wtsdm agreater and pmcedthe.Theetilenry Me been etlmreuehcentflat ft undaren a Memvedcertturse.npmprem a,gm cemlfication progrem
Pessea Section 4:Requirements Checklist minimum mettle ear supply et]e parcenl or grealar of Me design supply an quentiry M1ave in energy recway system. eziab,the equipment eficiernry,reaga ere auppmed by tlete mmbMd by Me manuleduer.
Plane reference pagatindi- ✓5.Them itth.Co edle wwXhin Me Zo Bating MM wolirp eargY m each:ma a controlled by m llvMua thermoset mnwis that
Feu.
Protect Tito: Report data:121420 Project TMa: Report Ma:121"/R0 Project ni Report Me:12F1420 Protect That: Ramat die:12114120 i (�
Date fllerema:IWcafyrojedsl2MOr20D.4C07-Ormae Fbh HOMery,GIdtIVAC1ComChetic\20DAC01-Oxbon-Flea IMEday.dk Poe Wte filedaa:lldce\prolecte1202MDAC01-CxMw Fah HamnaMCdaVIVAC\ComChxk{20DAC01-0tNm-Flel>Hatrlary.a* Page Deal... la\HVAC\CMmCher,M20DA001-0tNm-Fbhissecary.cM Page Oseflbnerne:\waWojeds\20WCnACD1.0,M Feh HMdmrACek VACIC ChxVO2 COl-0x x-RsRHald ery.ak
1 d 2 d 3 01 4 R°ad
Ptare reterence pgleb rune: excess bra minimum of R-B lawahm.At ducts,air handles eq tMr Duxes the sealed.JMband scans comply wthSatm g03g Section 5•Compliance Statement (1�w _m 8
d ma Infamatipnal Medenial Cotla.
10
✓G.Heat Pump aupplamentary,lek Halt a anpe tevirng suppbnentery,akNc resafana hat have mnhde 6M,aaapl 8rmg sell sI 21los-ohlisuretlud theems.Nl brgimdmal ad baavaree loin,aims ant onomedarb of bw-pressure supply ant remm tluda are Cmmp6mayYefemant Thepmpaetl mechenlmltlalpn represented in Nis tloamenl is mreiakM wAh Me buiMN9 Bl�re,speclBmMns w
prevent supplementary neat operatm when Me hat pump an mad this hahrg bad. securely fasferretl and sealetl wth weltls,gaskets,manta(atlhmonot,nastic-pluo-embeddediabdc sysems oe feigns iaell in
acmrdawe with th mandaCurels imestem,insWctons. antl miner alculatiore submNell wen this permit potation.TM proposed mema nial sysems have ban doligned W meet the M14 Z
Place reference agiueadimn: Oregon Energy Efidenry Spedaldy Code remiremerthe in COuldishol%lemi 1.1.1.0 and!W comply w.Me mandate,requirements in the =
all7.Sat Point oearl red dlion Whew dead!to mmad he both ating ant zo-IN, ne Nenmstatl m c nhmk province
a neWre adi dings Place reference PM9Mraedbn: Requlnarrenla Checklist. _ Vil f. y ry q)
a.theredal lead 5°F(28°C)within whim Me aaplydheMmg and coding enegytmthe-acpablaofbaip Mototer ✓=Ma orniosionaeduct systems.All
duds and enums designed to plate mediu installedm m-pressu ere installed and houselm sadurda David York {;.. - 12-18-202D V Z $=t0
n a tlutl toammum.a n wan Becton Se3.2.7.Pressure dnefieetians apadfic to the dud system ere dearly Indicated en tle aneb Uondocuments.tlumenh. b r C
Name-Tate Sig re Des w a t
ft.reference a9elseclimn: Phase,reference pagelsection: - N
✓8.optimum start Controls.Each HVAC systam tea mntrols tlet varytle stertup enedme systemmjual need tlme temparahre set ✓23Righ-prasue dud systems.Dote designed W operate W hill heare swulaled and Baled in addhosnce wet seam 5032.7. Section 6•Post Construction Compliance Statement 3
point at drre of om ry ohi In atltl. duds Weilplenumre la s aak4a tetl in adionanawiththe Soli HVAC Air Dud Leakage Test Mamal,
Plains,efereare agelsecemn: Plans reference pneaection: ❑ HVAC remm tldiwings d the actual Installation,sysem aacitual calibration information,and arb rmina ties for each equ imi nt e
praMetl te the owner.
t/9.011har mMmis.EerM zone is prodded what Mrermpsetic seMeck nodules lent era mntrmlled by aMeren eWarete toe dude err ✓2/Piprng lnsuleten.Alipipes amxirg aPewcoeMNanimg eystama(hot water pprg her Met syatamm,dmitetl wear,rehgeheM erW brims 0
❑ 1n/ACO&M dommanb for all ouchanicel equipment ant system Provided W the owner by the mechamial conemill,
Pinghemmable coned system. piping sysems,antl steam piping)are insulated as specified by Mis action. O went,HVAC balancing and op.mulde rood provided W Me be mr.
Parrs re(arene,agelaecton: ✓MAir system balancing.EaM supply err outlet and zone termlal devcee a mopped with man for ill,baland,in scmrdame men Me The above poet axmtmdWl requlremeMa have been mmpletetl.
,aquiremenb d IMC 603.1].Diatlerge dampers mtendetl W mod-in willow era romm not on ancient volume fans ant vadame
✓I0SnumXdamparmmMI,l Bone ouWaoe air supply end exhaud ere eguippetl witlrMtea tlen deer rmmdatl der"W" volume farewithmotes10horsepower.
a/ Feriae,aPPllas:Grevlly dampers Mall M permltle0 for errata air Ineka or,Mud airflows d 300 cirri a less. Place reference aedaecton: Pdmxlpal Mad enlwl Deeigner4hame sammes Date
Plea reference age-: al,26Rydmhic system abs-g.Ind'widing hydronic heety,eat cooling mice are egW,,etl wit,marefor Intensities,and pressure test
cmnrectlms.
✓11.Freses Prdedoe,ant Snow man system m,trdc.Freeze protector,systems,such as heat tradrg of ouai Piping and hat
exdagrs Plans refaenm ageled
madid code angina. ✓21 Mania.The construction documents that an ti and maintenance manual M provided m Me building b Mi
require apse rg a rg ironer y
m Place refs.-agelsectimn: mad iminal conhaaor.See bng description for m ad f aeons. /UJ
0 ✓1211eadite it distribution syeWme.Zaes MM special Process temadiWre requirements a,dlor humidity requiremme are areal by Plans reference agereadon: U
d aepade air tlaWbution syslema hen thane nrvimg zmes requiring Only mmfmd mntlNore;aatrell indutle aupplerrentary cormbd 28Nr System Dagn ant CaNd.EaM HVAC sysem hevidg a near fan system momr nameplate hp exceMirg 5 hp meeb the provisbns z
pmvisbns su that Me prima,systems may M specifically ambdletl for mmWrt we,ame only. ✓
of Sed,mi.31.10.1 through S032.102. Q
Plane relarenea a9elsedipn: Plans temence pameserLmn: Z J
✓13.HumMity toned.X a system is egdppetl wtln a meare m atltl a remove rtloleWre m rreiMain specific hunkdity hirers in a zone a Q zees, mmntrd W7 es,a humidity device Is proWtied. aI 29Nkyable fan hoar hoesepower.EatonHVAC a-el fen system doeigd-ditions does not the a m t suded desitle fan syste odor d Z
OQ menume s no(Option 1)or fen system Mi(Option 2)M ended,end® requirement
loaded in quiremt detai e, = O
Place reference pgelsedmrr: Eseepton applies:InttvMal admide tere with motor ameplde h rapower of 1 hp or lees.¢ y O I- w O
✓14.Humbity toned.where a na,itlhy mnbd device exist X is sat b prevent tat ues d fossil foal a ebcbiciry W prmtiuce relatva U Q r 1
w humitlity in acees d 30 percaM.where a humMity mntrd tlevlce is uaetl Wr tlMumitlificelion,it is sea m prevent Vne use dfoedl fuel Plans reference agdsedion: = O l/
Uher aedridry W reduce motive humidity Iebw 60 giant- a,30.Mmmr emplane Mrsepower.For each tin,tle selected fan mots a no large Men the first evaillbla matoe size greater then Me bake W
i Pere reference agaae limn: h.MuMoearlbi
O H Pla O (If
y ✓15.HumWiry mntrel.Where a hlmitlny control tlevice exiab tl is sea m maintem a tlatlbentl d at least 10%restive hunnitliry where m ns reference pagYse Jion: d ?) IY1 L,I_
and.humidification a dewmMihraMn aka place. O O X LU
3 ✓ Lem
,Volume Fen Systems.Fen systems over 8,000(]m3ls)dm withod tlired ezparebn coding cods Mat sense singl e e zon reduce = Go O
mPlea,devenm agdse,AOn: dhow Msetl m epee Memastat Meting eat mmllrg demand A two-speetl motor or variMle lrenuanry drive retlucas aidbx W a
X maximum 60 paced of perk airflow or minimum yemtlaton air requiremend as required by CMple 4 of the Im me6onal MCMenial 1 I
O ✓18.Vens.tr.ishiml ,eithernature!idd, tsystea alfttlinstlftyto mcewilde outdo4of me Iply to a hiMearnreminedbde Coda wM1I-Ice greater O Lu
Where,4 of M al vane d I.dhouce the system Ms the ceapllny W retluce Me outdoor air supply m me minimum requital by r,
U Chepler4dMe lnfnnetmel McMehlal Code. Plans reference agdsen>;an: Q
Plea rearermce agdsad'gn: $1 32NI airmndtimirg egolpmeM antl air-Mndling units wXh diced exansion molirg arc a cooling apaciry at ARI mrdiMre grealer Nan \
7 coequal b 11 n,000 BWm mat serve single zma M1ave weir supply fen oaraMn mnhdled aamrtlimg W mtle specific requirements.
✓17.Oementl controlled ventilation(DCV).DCV b squired for spaces larger Ned 50p R fa simple sysems antl paces terge Nil 150 R
ryer muNpla one ayaema. Plana rererena pegelaegtiun:
UPlains refeen:e tege,'section: ✓33Seea till-powered terminal unit mn motors.Fan motors for aeries en-powered W.i"unf are eleA'miday-mulaed,ties
✓1810�Mn hoods-im makeup a provided he regdm st by the Oregon Medereal Specially Code. weN nitioons,minimum mole efiderwy d 70 peroenl when rated in ezatlame roam NEMA standard MG 1-20W at NII Intl ratio,
K
Pena reereae agelaecb'm: Plans referana aaleschen:
p is,19.Ex Wce *irggara0e blalbnconbole.In Gmup S-2.wnb dpaNlggMWnwedfarruorYgvaatltlllg aeornobles employe
automalic carbon mo,oside aemdng devices. ✓94 ova outside a ccupa8.systems installed m provma Mato o bell
a building are radiant systems.such naming systems are
mrmaled by an ocaamy seeing da.im o,a ones,aMWn,p heed tat syden is ada,atbaly damegbed wnm no ocmanteere -�
Pless ellererlce a9alseston: present
� ✓20.Wctdant plenum insuletmn antlBaling.Nl wppty ant remm err tlucb ant plenums ere ireulaletl with the spedfietl ireula6on.Wien Plana reference pagalsectan: _
¢ heated witltlnabulltling envelop assembly,Ma tlucterplemm bspaatetlfrom Me butMing exledmrprumonditlmedererempl s/gS.Nl service wale,MMu,rg mequMmenta am laletl in requirements Beaten spedhcmthesystem. PROJECT: DA592013.00
�m
DC ENGINEERING DATE: 12/23/20
Project The: Report side:12/14/20 Rged Title: Report date:1211420 Project This: Report date:12114/20 Careful listening.Dynamic solutions. SHEET
Des flbrerne:\WabrMads1202M20DAC01-Oxhow Fah HddeMCatatiVAQCanChecM20DAGA1OxMx .ak Pegs �eflleane:\WaWolerte\2020120DAC01-OiNMw Fel,FlatdremylCake111VA41CamChack\20MC01�.ak Page Die Raman:\Wes Pmtacb\20.2MWDAC01-Oxb VFah HaWhry\aIaWVACT-Chodd2ODArOl- Z-FWW.Wery.mk stir 7 www,drenginarting.ne7
5 d 6 d Phone:[phone] Project:20DAC01 GH 2
©Schnabel Engineering 2016 All Rights Reserved

Q
SPLIT SYSTEM SCHEDULE EXHAUST FAN SCHEDULE
OUTDOOR UNIT HP EQUIPMENT STATIC LOCATION CFM PRESS. MOTOR SONES/ WEIGHT MANUFACTURER
NO. (IN.W.G.) WATTS HP RPM VOLT.-PH.-CY. DBA (LBS) &MODEL CONTROL OPTIONS-ACCESSORIES
AL
TOTAL EATIN REFRIG.PIPING ELECTRICAL PANASONIC CONTINUOUS o
EQUIPMENT SERVICE CORRESPONDING COOLING HEATING SEER/ MANUFACTURER WEIGHT SPECIFIC NOTES EF-I ELEC./COMM. 50 0.25 7.0 - - 120-1-60 0.3/-- - FV-05-11VKS1 OPERATION 1,2,3
NO. INDOOR UNIT(S) CAPACITY CAPACITY EER LIQUID VAPOR VOLT/PH MCA FLA MOCP &MODEL (LBS) g
(MBH) (MBH)
0.0/ PER SAMSUNG INDEPENDENT
2
HP-1 OFFICE FC-1 31 40[14] 0.0 MANUFACTURER 208/1[61 32.0 - 45 AC036JXSCCH/PA 225 2,3,4,B,9, 10,11,12,17 EF-2 RESTROOM 80 0.25 10.2 - - 120-1-60 0.4/-- _ PANSONIC BATHROOM SWITCH 1 2 3
N-05-11VKS1 (INTERMITTENT
.5/ PER SAMSUNG OPERATION)
19
HP-2 ELECTRICAL RM DSI-2 30[7] 32 g.5 MANUFACTURER 208/1[61 20.3 - 30 ACO3OJXADCH/AA 175 2,3,4,B.9, 10,11, 15,17
INDEPENDENT
19.5/ PER SAMSUNG EF-3 UTILITY/STORAGE 80 0.25 10.2 - - 120-1-60 0.4/-- _ PANASONIC BATHROOM SWITCH 1 2 3
HP-3 ELECTRICAL RM DSI-3 30[7] 32 9.52 MANUFACTURER 208/1[61 20.3 - 30 ACO3OJXADCH/AA 175 2,3,4,8,9, 10,11, 15,17 FV-05-11VKS1 (INTERMITTENT
OPERATION)
SAMSUNG
HP-4 SORTING AREA FC-4 31 40[16] 201 0 MANUFACTURER ER 208/1[61 32.0 - 45 AC036JXSCCH/AA 225 2,3,4,B.9, 10,11,12,17
FORMALIN STORAGE GREENHECK CONTINUOUS
EF-4 100 0.5 83 - - 115-1-60 3.5/-- 50 1,3,4 a
(INCUBATION AREA) SP-A250 OPERATION a
HP-5 SPAWNING AREA FC-5 31 40[16] 20.0/ PER 208/1[61 32.0 - 45 SAMSUNG 225 2,3,4,B.9, 10,11,12,17 A
11.0 MANUFACTURER AC036JXSCCH/AA i
a
EF-5 CHILLER B GREENHECK CONTINUOUS AY 290 0.5 224 - - 115-1-60 3.5/-- 50 1,3,9, 12
SP-A510 OPERATION o w
INDOOR FAN COIL FC DSI GREENHECK zw
EF-6 CHILLER BAY 1,475 0.75 0.5 1,725 208-1-60 9.5/11.8 100 EOD-12-VG SEE PLANS 3,10, 11, 12 x
0 0
NOM. COOLING HEATING ELECTRICAL 0.50 GREENHECK
EQUIPMENT SERVICE CAPACITY CAPACITY CAPACITY CFM OS4 ESP ENTERING WEIGHT MANUFACTURER& SPECIFIC NOTES EF-7 FREEZER 1,700 0.323[81 - ODP 1,725 208-3-60 13/64 250 SBE-1H24-5 SEE PLANS 1,3,5,6,8 0
N0. (TONS) (MBH) (MBH) (HI) (IN.WC)AIR DB/WB MCA MOCP VOLT/PH (LBS) MODEL,CABINET STYLE a
0.25 GREENHECK fi h
FC-1 OFFICE 3.0 - - 1,165 155 0.24 80'F/62'F [14] [14] [14] 125 SAMSUNG 1 2 3 4 5 8 9 10 11 13 14 18 EF-8 SHOP AREA 575 0.262[8] - ODP 1,725 115-1-60 8.6/55 250 SBE-1H24-4 SEE PLANS 1,3,5,6,8 _ y
ACO36KNZDCH/A4 , , , , , , , , , , 0
DSI-2 ELECTRICAL RM 2.5 - - 777 - - 80'F/67'F - - - 50 SAMSUNG 1 2,3,4,5,8,9, 10,11, 13 EF-9 STORAGE AREA 450 0.258[8] - 0.25 1,725 115-1-60 8.5/54 250 GREENHECK SEE PLANS 1,3,5,6,8
AC03OMNTDCH/AA ODP SBE-1H24-4
SAMSUNG
DSI-3 ELECTRICAL RM 2.5 - - 777 - - 80'F/67'F - - - 50 AC03OMNTDCH/AA 1,2,3,4,5,8,9, 10,11, 13 INDEPENDENT
FORMAIN STORAGE 0.25 GREENHECK EXTERIOR SWITCH w
- - 1,165 65 0.24 80'F/62'F SAMSUNG EF-10 (SPAWNING AREA) 575 0.25 - IXP - 208-3-60 5.6/50 75 CUBE-099-4 (INTERMITTENT
FC-4 SORTING AREA 3.0 1.3,13,14,16 w o
[16] [16] [16] 125 ACO36KNZDCH/AA 2,3,4,5,8,9, 10, 11,13, 16,19 OPERATION)
FC-5 SPAWNING AREA 3.0 - - 1,165 65 0.24 80'F/62'F [161 [161 1161 125 SAMSUNG 21 3,4,5,8,9, 10. 11,13, 16,19 UTILITY WATER PUMP AREA GREENHECK CONTINUOUS
AC036KNZDCH/A4EF-11 (SPAWNING AREA) 400 0.25 69 - - 115-1-60 5.0/-- 50 GREENHECK
OPERATION 1,3,4
ALTERNATE MANUFACTURERS: MITSUBISHI,DAIKIN,LG
EF-12 MUD ROOM 100 I 0.5 83 - - 115-1-60 3.5/-- 50 GREENHECK CONTINUOUS 1 3 4 � Ur
GENERAL NOTES: SP-A250 OPERATION ^'
W Z
1. PROVIDE UNIT WITH 7-DAY PROGRAMMABLE THERMOSTAT WITH A 24VAC THERMOSTAT ADAPTOR. ALTERNATE MANUFACTURERS: GREENHECK,COOK,PANASONIC.PENNBARRY,CARNES.ACME _^
2. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. Irk -
3. INDOOR UNITS AND OUTDOOR UNIT MUST BE BY SAME MANUFACTURER. NOTES.
4. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCHES AND POWER WIRING AS REQUIRED. 1. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL CONTROLS.
5. ELECTRICAL CONTRACTOR TO FIELD INSTALL CORD AND PLUG AS REQUIRED. 2. SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED.FURNISH WITH BACKDRAFT DAMPER,DISCONNECT,PLASTIC CEILING GRILLE,AND WALL OR ROOF TERMINATION AS REQUIRED. _ m
6. ALL AC POWER IS I UNLESS NOTED OTHERWISE. 3. COORDINATE FINISH AND COLOR WITH ARCHITECT/GENERAL CONTRACTOR PRIOR TO PURCHASE. m '
7. COOLING PERFORMANCE RATINGS PER AHRI STANDARD 210/240. 4. PROVIDE FAN WITH THE FOLLOWING FEATURES:MOTOR RATED FOR CONTINUOUS USE AND THERMAL OVERLOAD,ROUND DUCT CONNECTOR AND DUCT COLLARS AS NECESSARY,MOTOR ISOLATION KIT,GALVANIZED STEEL MOTOR AND U
8. ALL CONTROL WIRING,TERMINATION,AND ACCESSORIES BY HVAC CONTRACTOR. DRIVE FRAME ASSEMBLY,SPEED CONTROL,AND TERMINATION WALL CAP AS PER ARCHITECTURAL PLANS. f A Z
9. INCLUDE WITH AN INTERFACE COMPATIBLE WITH BOTH THE SITE BMS AND HVAC EQUIPMENT SUCH AS THOSE MADE BY INTESIS.COORDINATE BMS REQUIREMENTS WITH OWNER AND GENERAL CONTRACTOR PRIOR TO ORDERING. 5. PROVIDE FAN WITH THE FOLLOWING FEATURES:MOTOR AND DRIVES ISOLATED ON SHOCK MOUNTS,THERMAL OVERLOAD PROTECTION,GALVANIZED STEEL DRIVE FRAME ASSEMBLY,ADJUSTABLE MOTOR PULLEY,NEMA DISCONNECT v I w y a t
10. PROVIDE INSULATED LINE SET.LINE SET SIZED PER MANUFACTURER'S INSTRUCTIONS PER LOCATION AND LINE LENGTH FOR INSTALLED CONDITIONS. SWITCH,GALVANIZED BACK DRAFT DAMPER,GALVANIZED WEATHER HOOD,BIRD SCREEN,AND SHORT WALL HOUSING GUARD FLUSH TO EXTERIOR. N
6. BACK DRAFT DAMPER:WD-320-PS-26X26 OR EQUIVALENT.
11. INDOOR UNIT MUST BE CONNECTED TO OUTDOOR UNIT ELECTRICAL REQUIREMENTS ARE COMBINED. 3
7. PROVIDE WITH THERMOSTAT AND VFD WITH CAPABILITY TO ADJUST THE SPEED OF EXHAUST FAN TO CONTROL THE VENTILATION RATE TO KEEP ROOM TEMPERATURE AT 90'F(ADJ.).CONTROLLER SHOULD BE CAPABLE OF ADJUSTING
12. THE OUTDOOR UNIT SHALL HAVE A BASE PAN HEATER. FAN SPEED IF ROOM TEMPERATURE CHANGES BY 1 'F. <
13. PROVIDE WITH 120-1-60 CONDENSATE PUMP CAPABLE OF AT LEAST 13 FT OF HEAD SUCH AS THE ASPEN MINI AQUA PUMP OR EQUIVALENT. 8. THIS ACCOUNTS FOR EXTERNAL S.P.,THE DAMPER,AND WALL HOUSING.
14. PROVIDE WITH SUPPLEMENTAL 5 KW HEAT KIT,SAMSUNG VHK-205A OR EQUIVALENT.THE SAMSUNG HEAT KIT HAS AN EQUIVALENT MCA OF 24.2,AND AN MOCP OF 30.0.POWER TO THE HEAT KIT MUST BE PROVIDED FROM A 9. PROVIDE FAN WITH THE FOLLOWING FEATURES:MOTOR RATED FOR CONTINUOUS USE AND THERMAL OVERLOAD,ROUND DUCT CONNECTOR AND DUCT COLLARS AS NECESSARY,MOTOR ISOLATION KIT,GALVANIZED STEEL MOTOR AND
DEDICATED CIRCUIT WITH PROPER OVERCURRENT PROTECTION. DRIVE FRAME ASSEMBLY,AND SPEED CONTROL.
15. PROVIDE WITH LOW AMBIENT KIT. 10. PROVIDE FAN WITH THE FOLLOWING FEATURES:NEMA RATED DISCONNECT SWITCH,UL/cUL 705 RATED,ACCESS DOOR(AS REQUIRED),MOTOR AND DRIVES ISOLATED ON SHOCK MOUNTS,GALVANIZED STEEL DRIVE FRAME ASSEMBLY,
16. PROVIDE WITH SUPPLEMENTAL 10 KW HEAT KIT,SAMSUNG VHK-210A OR EQUIVALENT.THE SAMSUNG HEAT KIT HAS AN EQUIVALENT MCA OF 46.7,AND AN MOCP OF 50.0.POWER TO THE HEAT KIT MUST BE PROVIDED FROM A THRUST RESTRAINTS,DUCT COLLARS,MOTOR COVER,DRIP PROOF HOUSING,AND THE FOLLOWING CONTROL OPTIONS:VARI-GREEN DIAL FOR INDOOR WALL MOUNTING OR EQUIVALENT,VARI-GREEN TRANSFORMER 85-277 VAC TO 24
DEDICATED CIRCUIT WITH PROPER OVERCURRENT PROTECTION. VDC OR EQUIVALENT.
17. CONTACT NORBRYHN EQUIPMENT CO.AT 208-465-5700 WITH ANY QUESTIONS. 11. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL CONTROLS AND INDEPENDENT POWER CONNECTIONS.
12. BACK DRAFT DAMPER:GREENHECK MODEL SSWDR-53 OR EQUIVALENT.DAMPER SIZE SHALL MATCH DUCT WORK AND RATED FOR EF-6 STATIC DISCHARGE PRESSURE.CONTRACTOR RESPONSIBLE FOR ANCILLARY COMPONENTS
18. PROVIDE WITH FILTER BOX AND 1"MERV 8 FILTERS. NECESSARY FOR A COMPLETE INSTALLATION.
19. PROVIDE UNIT WITH 7-DAY PROGRAMMABLE THERMOSTAT AND HUMIDISTAT WITH A 24VAC THERMOSTAT ADAPTOR. 13. PROVIDE FAN WITH THE FOLLOWING FEATURES:NEMA 7/9 RATED DISCONNECT SWITCH AND DIVISION 2 WIRING,MOTOR WITH ALUMINUM HOUSING AND SPARK B CONSTRUCTION(PER AMCA 99-0401),UL/cUL 705 RATED,THERMAL
OVERLOAD PROTECTION,MOTOR WITH CLASS B OR GREATER INSULATION,GALVANIZED STEEL MOTOR AND DRIVE FRAME ASSEMBLY,MOTOR ISOLATION KIT,DRAIN TROUGH,BALL BEARING MOTOR WITH ADJUSTABLE MOTOR PULLEY AND
PLATE,FAN SHAFT MOUNTED ON BALL BEARING PILLOW BLOCKS,ALUMINUM RUB RING,NON-STANDARD MOTOR(Q9999999)OR EQUIVALENT,STATIC RESISTANT BELTS,AUTOMATIC BELT TENSIONER,CORROSION RESISTANT FASTENERS,
ROOF CURB,CURB CAP WITH PRE-PUNCHED MOUNTING HOLES,AND BIRD SCREEN.
c 14. PROVIDE WITH BACKDRAFT DAMPER SHIPPED LOOSE AND FIELD INSTALLED.DAMPER SHALL MEET ALL SPARK B CONSTRUCTION STANDARDS(PER AMCA 99-0401).
F 15. CONTRACTOR RESPONSIBLE FOR ALL ANCILLARY COMPONENTS REQUIRED FOR FULL INSTALLATION. _
FAN SCHEDULE 16. ROOF EXHAUST FAN AND CURB FOR FORMALIN STORAGE IS TO BE RATED AND INSTALLED IN ACCORDANCE WITH SEISMIC DESIGN FORCES NOTED ON SHEET GS-1 (DESIGN CATEGORY D)AND OTHER REQUIREMENTS OF SPECIFICATION
SECTION 15074"VIBRATION AND SEISMIC FOR PIPING AND EQUIPMENT".PROVIDE ROOF DECK FASTENERS OR UNDERDECK CLAMPS TO WITHSTAND GENERATED FORCES.EXHAUST FAN IS TO REMAIN OPERATIONAL AFTER SEISMIC } }
o EVENT. Q W LL1
EQUIPMENT N0. SERVICE QUANTITY FAN DIAMETER FRPM HP VOLT. AMPS MOCP WEIGHT MANUFACTURER CONTROL OPTIONS-ACCESSORIES U O J
s (FT) (LBS) &MODEL O ¢ w Q
F-, SEE PLANS -- 20'-0' 78 2.0 480/3/60 10 15.0 325 BIG Ass FANS 1.2,3 GROUND MOUNTED PACKAGED UNIT w = o w
w F-2 SEE PLANS -- 20'-0° 78 2.0 480/3/60 10 15.0 325 BIG ASS FANS [31 1,2,3 EL LL m U
PFX3-20 ELECTRICAL 0
SUPPLY OUTSIDE COOLING HEATING 2 m x0 U
3 BIG ASS FANS EQUIPMENT E.S.P. UNIT POWER EXH. WEIGHT MANUFACTURER
°m F-3 SEE PLANS -- 20'-0" 78 2.0 480/3/60 10 15.0 325 PFX3-2I [3] 1,2,3 NO SERVICE TONS AIR AIR (IN.W.G.) SENSIBLE (LBS) &MODEL OPTIONS-ACCESSORIES Q X
o (CFM) (CFM) EER/SEER REFRIGERANT AFUE R V.-PH.-CY. MCA MOOR FLA HP 0 O
ALTERNATE MANUFACTURERS: REQUIRES PRIOR APPROVAL BY THE EOR. AIR DB/WB MBH 714.2[6]
TY(MBH) —
INCUBATION DAIKIN =
o ryq�; RTU-1 AREA 5.0 2.000 500 0.5 11.7/14.0 R410A 75.0/67.0 34.2 - 208-3-60 70[6] 70[6] - - 650 MHSHOSB SEE NOTES
7
N 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. ALTERNATE MANUFACTURERS: LENNOX,TRANE,BRYANT,YORK,LUXAIRE.
2. CONTRACTOR TO COORDINATE COLOR AND FINISH WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING.
u 3. PROVIDE WITH BAFCON ADVANCED MULTI-FAN CONTROL KIT FOR UP TO 8 FANS,PFX STANDARD INDUSTRIAL MOUNT KIT,BEAM MOUNT CAPABILTY,AND EXTENSION TUBES AS NEEDED. 7. PROVIDE WITH 7-DAY PROGRAMMABLE T-STAY AND HUMIDISTAT.
W'o NOTES: 8. PROVIDE WITH SPRING ISOLATORS.
a 1. UNIT CAPACITIES RATED AT 1,700 FEET ELEVATION AND 103'F AND 3'F CONDENSER ENTERING 9. PROVIDE WITH DDC CONTROLS PACKAGE.
AIR. 10. PROVIDE WITH HORIZONTAL SUPPLY AND RETURN DUCTING KIT,FIELD COORDINATED AND INSTALLED.
2. PROVIDE WITH DISCONNECT AND FIELD POWERED 115 V GFI OUTLET. 11. PROVIDE WITH SUPPLEMENTAL 15 KW HEAT KIT,DAIKAN RXU-A15C OR EQUIVALENT.THE DAIKIN
0 3. PROVIDE ECONOMIZER WITH BAROMETRIC RELIEF,FIELD COORDINATED AND INSTALLED. HEAT KIT IS POWERED BY 208 V,3-PHASE.POWER TO THE HEAT KIT MUST BE PROVIDED FF
4. COOLING PERFORMANCE RATINGS PER AHRI STANDARD 210/240. DEDICATED CIRCUIT WITH PROPER OVERCURRENT PROTECTION.
a 5. PROVIDE WITH 14"ROOF CURB. 12. CONTACT NORBRYHN EQUIPMENT CO.AT 208-465-5700 WITH ANY QUESTIONS. _
6. PROVIDE WITH SEISMIC CUP. PROJECT: DA592013.00
m
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....drengineering.net GH 3
Phone:[phone] Project:20DAC01
0 Schnabel Engineering 2016 All Rights Res—M

ELECTRIC WALL HEATER SCHEDULE ® LOUVER SCHEDULE #
EQUIPMENT ELECTRIC WEIGHT MANUFACTURER EQUIP. AIRFLOW WIDTH LENGTH DEPTH Np FREE FREE EE AREA PRESS. INTAKE MAX ACTUATOR(ACT.) EMERG. INTRLCK SEQUENCE OF
NO. SERVICE CFM (LBS) &MODEL OPTIONS-ACCESSORIES NO LOCATION (CFM) (IN.) (IN.) (IN.) SECT. AREA AREA VELOCITY DROP OR NEMA VOLT/ FAIL ACT. AUX. POWER WITH OPERATIONS MANUFACTURER MODEL OPTIONS-ACCESSORIES
WATTS RPM MCA VOLT.-PH.-CY. (%) (SF) (FPM) (IN.W.G) IXHAUST MANUFACTURER MODEL QTY• ENCL. AMP POSITION POSITION CONTACT
EWH-1 SEE PLANS 65 105000 -- 8.4/4.2 120-1-60 15 CWH110 DSF SEE NOTES L-1 CHILLER BAY 1,475 24° 36° 6" 1 51 3.1 470 0.03 INTAKE REFER TO SHEET GI 3 FOR SPECIFIC ACTUATOR INFORMATION YES EF-6 SEE 60 I x GREENHECK EAD-635 1,3,4,5,6,7,8,9,10
0
EWH-2 SEE PLANS 65 100/ -- 8.4/4.2 120-1-60 15 Q-MARK
500 CWH1101DSF SEE NOTES L-2 GENERATOR ROOM 15,85O 60" 84" 6" 1 59 20.7 761 0.07 INTAKE REFER TO SHEET GI 3 FOR SPECIFIC ACTUATOR INFORMATION YES GENERATOR SEE 60 I x GREENHECK EAD-635 1,3,4,5,6,7,8,9,10
ALTERNATE MANUFACTURERS: QkWK,CHROMALOX,MARLEY,KING,INDEECO
L-3 GENERATOR ROOM 15,100 78" 60" 6" 2 57.4 18.7 807 0.08 EXHAUST REFER TO SHEET GI 3 FOR SPECIFIC ACTUATOR INFORMATION YES GENERATOR SEE 60 I x GREENHECK EAD-635 1,3,4,5,6,7,8,9,10
NOTES:
1. COORDINATE COLOR AND FINISH WITH ARCHITECT PRIOR TO ORDERING. L-4 FREEZER 1.700 24" 36" 6" 1 51 3.1 543 0.03 INTAKE REFER TO SHEET GI 3 FOR SPECIFIC ACTUATOR INFORMATION YES EF-7 SEE 60 I x GREENHECK EAD-635 1,3,4,5,6,7,8,9,10
2. COORDNATE MOUNTING LOCATION AND MOUNTING STYLE WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING.
3. CONTACT NORBRYHN EQUIPMENT CO.AT 208-465-5700 WITH ANY QUESTIONS. w
z
L-5 OFFICE AREA 155 12" 12" 6" 1 36 0.36 435 0.03 INTAKE -- -- -- -- -- -- -- -- -- -- -- RUSKIN EIF6375DX 1,2,3,6 0
ELECTRIC UNIT HEATER SCHEDULE EUH L-6 SORTING& 130 12 12" 6" 1 36 0.36 365 0.02 INTAKE -- -- -- -- -- -- -- -- -- -- -- RUSKIN ELF6375DX 1,2,3,11 wN
SPAWNING
� i
o ¢
ELECTRICAL MAX FORMALIN STORAGE 1 3,4,5,6,7,8,9,10, w
EQUIPMENT WEIGHT MOUNTING CONTROL MANUFACTURER OPTIONS L-7 575 18" 18° 6° 1 40 0.9 608 0.04 INTAKE REFER TO SHEET GI 3 FOR SPECIFIC ACTUATOR INFORMATION YES EF-10 SEE 60 I x GREENHECK EAD-635 z
SERVICE CFM kW RPM AMPS VOLT.-PH.-CY. HEIGHT[5]
NO. (LBS) VOLTAGE &MODEL ACCESSORIES (SPAWNING AREA) 11 i
m
0 0
ALTERNATE MANUFACTURERS: REQUIRES APPROVAL BY SCHNABEL ENGINEERING AND EOR.
EUH-1 SEE 400 3.3 - 4 480-3-60 40 9'-0° 24 V TPICORP 1,2,3,4,5,8 w
PLANS P3PUH03CA1 NOTES: 0
1. COORDINATE FINAL MOUNTING HEIGHT AND LOCATION FOR LOUVERS WITH GENERAL CONTRACTOR AND ARCHITECT PRIOR TO ORDERING AND START OF WORK. COORDINATE COLOR AND FINISH WITH ARCHITECT
2. COORDINATE TYPE OF BIRD OR INSECT SCREEN WITH OWNER PRIOR TO ORDERING. m F
3. ALUMINUM CONSTRUCTION. m
EUH-2 SEE B00 15.0 - 18.1 480-3-60 60 10'-0" 24 V TPICORP 1,2,3,4,5,8 4. PROVIDE WITH INSECT SCREEN IN REMOVABLE ALUMINUM FRAME. o
PLANS P3PUH15CA1 5. PROVIDE WITH 70%KYNAR COATING.PAINT TO MATCH BUILDING EXTERIOR FINISH.
6. INSTALLATION SHALL BE FOR PRE-FINISHED STANDING SEAM METAL SIDING.
7. PROVIDE 316 SS AXLE BEARINGS.
8. PROVIDE 316 SS AXLE MATERIAL.
SEE TPICORP 9. PROVIDE WITH 1-1/2"PERIMETER FLANGE FRAME. NOS a
EUH-3 PLANS 400 3.3 - 4 480-3-60 40 9'-0° 24 V p3PUH03CA1 1,2,3,4,5,8 16. LOUVERS ARE ADJUSTABLE TYPE AND DO NOT REQUIRE SECONDARY OPPOSED BLADE DAMPERS.
11. COORDINATE WALL TYPE AND THICKNESS WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDERING.
o
o
EUH-4 SEE 400 3.3 - 4 480-3-60 40 9'-0" 24 V TPICORP H03C 123458 e
PLANS P3PUH03CA1 PH Sib MV
PENTHOUSE SCHEDULE
EUH-5 SEE 575 7.5 - 9.1 480-3-60 50 9'_p° 44 V TPICORP 123458 EQUIP. AIRFLOW THROAT THROAT THROAT PRESS. INTAKE CURB CURB DAMPER AND ACTUATOR(ACT.) EMERG. INTRLCK SEQUENCE OF
PLANS P3PUH07CA1 NUI LOCATION (CFM) SIZE AREA VELOCITY DROP OR WIDTH LENGTH VOLT/ FAIL ACT. AUX. POWER WITH OPERATIONS MANUFACTURER MODEL i] OPTIONS-ACCESSORIES Z
(IN.) (SF) (FPM) (IN.W.G) EXHAUST (IN.) (IN.) MANUFACTURER MODEL QN. AMP POSITION POSITION CONTACT ^
SEE TPICORP PH-1 CHILLER 1,775 24.5 3.24 550 0.053 EXHAUST 35.25 35.25 GREENHECK VCD-20 1 120V/ OR. INTERNAL YES YES EF-5,6 SEE 60 I x GREENHECK GRSI-24 SEE NOTES ,v w m�U
EUH-6 PLANS 575 7.5 - 9.1 480-3-60 50 9'-0° 24 V P3PUH07CA1 1,2,3,4,5,8 BAY __ [10] \
5. INSTALLATION SHALL BE FOR PRE-FINISHED STANDING SEAM METAL ROOF. m
ALTERNATE MANUFACTURERS: REQUIRES APPROVAL BY SCHNABEL ENGINEERING AND EOR. CO m
6. PROVIDE 316 SS AXLE BEARINGS.
SEE TPICORP NOTES: 7. PROVIDE 316 SS LINKAGE MATERIAL. to
EUH-7 400 3.3 - 4 480-3-60 40 9'-0" 24 V 1,2,3,4,5,8 f A `o
PLANS P3PUH03CA1 1. ALUMINUM CONSTRUCTION. 8. PROVIDE 316 SS AXLE MATERIAL. �/,w =u t
9. PROVIDE WITH SINGLE FLANGE FRAME. -
2. PROVIDE WITH INSECT SCREEN. 10. DAMPER IS SHIPPED LOOSE AND FIELD INSTALLED. 21 to
3. PROVIDE WTH DAMPER WITH OPPOSED BLADE OPERATION. 11. PROVIDE WITH ROOF CURB.
MARKET 4. PROVIDE WITH PERMATECTOR COATING.PAINT TO MATCH BUILDING EXTERIOR FINISH. 12. PROVIDE WITH DUCT COLLARS OR CONNECTIONS.
EUH-8 SEE
PENS 580 7.5 - 9.7 480-3-60 200 8'-0" 24 V HLA12-480360 2,3,4,5,6,7,8
-7.5-24
AIR DISTRIBUTION DEVICES A B SD-1 10*0
M
(C) 2
EUH-9 PLAENS 400 3.3 - 4 480-3-60 40 9'-0" 24 V p3p TPICORP 1,1,2,3,4,5,8 1,2,AND 3-WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SYMBOL KEY
SECTIONS ON DRAWINGS. A. FIRST LETTER:S-SUPPLY,R-RETURN,E-EXHAUST,T-TRANSFER SECOND LETTER:
m ® ® D-DIFFUSER R-REGISTER G-GRILLE
B. LEAD-IN DUCT SIZE,UNLESS NOTED OTHERWISE
EUH-10 SEE 800 15.0 - 18.1 480-3-60 60 10'-0" 24 V TPICORP 1 2,3,4,5,8 1-WAY 2-WAY 2-WAY 3-WAY 4-WAY C. CFM
PLANS P3PUH15CA1 SIZE CFM MOUNTING MATERIAL ACCESSORIES MANUFACTURER
SYMBOL LAY-IN HARD FACE OPERATED MODEL NOTES
o NOMINAL DUCT RANGE SIDEWALL CEILING CEILING DUCT FLOOR STEEL ALUM. DAMPER
ALTERNATE MANUFACTURERS:MODINE,QMARK,OR ENGINEER APPROVED EQUIVALENT —_
SD-1 9°x9° 0-200 - X[7] - - - X - - T CEILING SUPPLY DIFFUSER
NOTES: MODEL-L-TDC } }
1. PROVIDE WITH MANUFACTURERS WALL HUNG KIT,ADJUSTABLE LOUVERS,THERMOSTAT,DISCONNECTS,AND FAN PURGE SWITCHES. SD-2 12"z12" 201-450 - X[7] - - - X - - MODEL TDC CEILING SUPPLY DIFFUSER Qa W Z W
2. PROVIDE UNIT WITH AUTOMATIC RESETTING TYPE OVER-HEAT LIMIT PROTECTION. g = O J
a 3. FAN AND MOTOR SHALL BE PERMANENTLY LUBRICATED,THERMALLY PROTECTED WITH UNIT BEARINGS AND MOUNTED ON RUBBER ISOLATORS. SD-3 SEE PLANS SEE PLANS X - - X - - X X[6] T- DUCT MOUNTED SUPPLY DIFFUSER O H CD
4. COORDINATE WTH ELECTRICAL CONTRACTOR FOR POWER SUPPLY. MODELS300FS S3 O ¢ W Q
5. COORDNATE WITH ARCHITECT AND GENERAL CONTRACTOR FOR MOUNTING HEIGHT AND LOCATION PRIOR TO START OF WORK. SD-4 12°x12° 201-450 - - X - - X - - MODEL TUC CEILING SUPPLY DIFFUSER Of X O W
F 6. PROVIDE WITH SEISMIC RATED WALL HUNG KIT,ADJUSTABLE LOUVERS,HLT-1 THERMOSTAT,NEMA 7/9 DISCONNECT SWITCH,FAN PURGE rn _
i SWITCHES,AND DMSION 2 WIRING.
7. UNIT HEATER MOUNTING FOR FORMALIN STORAGE SHALL BE RATED AND INSTALLED IN ACCORDANCE WITH SEISMIC DESIGN FORCES NOTED ON SD-5 15°z15° 451-650 - - X - - X - - MODEL TDC CEILING SUPPLY DIFFUSER IL tl m C)LL SHEET GS-1 (DESIGN CATEGORY 0)AND OTHER REQUIREMENTS FOR SPECIFICATION SECTION 15074"VIBRATION AND SEISMIC FOR PIPING AND O 0O X U)
mEQUIPMENT". TfTUS = m O (�
x 8. CONTACT NORBRYHN EQUIPMENT CO.AT 208-465-5700 WITH ANY QUESTIONS. RG-1 22"z10" 0-1000 - X - - - - X MODEL-50F CEILING RETURN GRILLE,EGG CRATE QQ O Q
o
RG-2 22"x22" 1000-2000 X - - - - - X X MODEL 90F CEILING RETURN GRILLE,EGG CRATE _
0
TG-1 12°x6" 0-200 X - - - - X - - MODEL-25RL SIDEWALL TRANSFER GRILLE
r
w
o EG-1 22"x22° 351-900 - - - X - X - - MODEL-25RL CEILING EXHAUST GRILLE
ALTERNATE MANUFACTURERS: TITUS,PRICE,METAL-AIRE,NAILOR,CARNES,TUTTLE&BAILEY
o NO1ES. —�
1. CONTRACTOR TO VERIFY AND PROVIDE ALL MOUNTING HARDWARE FOR APPLICABLE CEILING TYPES.
m 2.FINISH TO BE COORDINATED WITH ARCHITECT PRIOR TO SUBMITTAL
3.CONTRACTOR TO PROVIDE TRANSITIONS FROM LEAD-IN DUCT SIZE TO NOMINAL DUCT SIZE AS REQUIRED. PROJECT: DA592013.00
4.NC VALUES NOT TO EXCEED 25. DC ENGINEERING DATE: 12/23/20
5.NOMINAL DUCT SIZE DOES NOT INCLUDE THE SIZE OF THE BORDER. NOMINAL DUCT SIZE REFERS TO THE DUCT SIZE CONNECTION AT THE DIFFUSER OR GRILLE. Careful listening.Dynamic solutions.
iz 6.PROVIDE WITH MODEL ASD(AIR SCOOP DEVICE). wx•w.d—Ilm—mg.aet SHEET
7.PROVIDE WITH SIDE BOOT OR HORIZONTAL DUCT CONNECTION AS NECESSARY FOR INSTALLATION. qnn�j1 GH 4
0 Schnabel Engineering 2016 All Rights Reserved

PUMP SCHEDULE
EQUIPMENT AREA PUMP STYLE/ FLUID FLOW HEAD INLET DISCH IMPELLER ELECTRIC WEIGHT MANUFACTURER
NO. SERVED LOCATION CONST. TYPE RPM RATE TO SIZE SIZE DIN (LBS) &MODEL OPTIONS-ACCESSORIES
(GPM) (INCH) (INCH) (INCH) HP VOLT.-PH.-CY.
0
CHILLED CHILLER CLOSE COUPLE 25%PG B&G PROVIDE INERTIA BASE AND MOUNT TO HOUSE
P-60.3 1750 185 65 2.5 2 8.625 7.5 480-3ph 230 SERIES 1531 -
WATER BAY BASE MOUNT CHW KEEPING PAD ON KORFUND PAD VIBRATION ISOLATION
MODEL 2BD
CHILLED CHILLER CLOSE COUPLE 25%PG B&G PROVIDE INERTIA BASE AND MOUNT TO HOUSE
P-60.4 WATER BAY BASE MOUNT CHW 1750 185 65 2.5 2 8.625 7.5 480-3ph 230 SERIES 1531 KEEPING PAD ON KORFUND PAD VIBRATION ISOLATION
MODEL 2BD
P-60 5 CONDENSER CHILLER CLOSE COUPLE GROUND 1750 220 40 3 2.5 7 3 480-3ph 160 SERIES G PROVIDE INERTIA BASE AND MOUNT TO HOUSE
WATER BAY BASE MOUNT WATER MODEL 2.5AC KEEPING PAD ON KORFUND PAD VIBRATION ISOLATION
P-60 6 CONDENSER CHILLER CLOSE COUPLE GROUND 1750 220 40 3 2.5 7 3 480-3ph 160 SERIES 1531 PROVIDE INERTIA BASE AND MOUNT TO HOUSE w
WATER BAY BASE MOUNT WATER MODEL 2.5AC KEEPING PAD ON KORFUND PAD VIBRATION ISOLATION
ALTERNATE MANUFACTURERS: GRUNDFOS,TACO
NOTES o
1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. w m ? n
V
ET
EXPANSION TANK SCHEDULE
zw
DIAMETER HEIGHT DESIGN PRESSURE TANK VOLUME ACCEPTANCE VOLUME MANUFACTURER WEIGHT o' z
EQUIPMENT NO. (IN) (IN) &TEMPERATURE PRESSIURE (GALLONS) (GALLONS) &MODEL (LBS) REMARKS m
(PSET-1 20 35 125 PSI/240'F 25 31.66 12.75 BELL AND GOSSETT o
8-1301A 410 PROVIDE WITH SEISMIC RESTRAINT PACKAGE,FLOOR MOUNTED
NOTES: Q m
N
1. PROVIDE WITH PRV RATED AT 50 PSI.TANK IS TO BE ASME CERTIFIED.
2. 1"NPT CONNECTIONS.
AIR SEPARATOR TANK SCHEDULE
� o
INLET DESIGN PRESSURE OPTIMAL FLOW MANUFACTURER
EQUIPMENT N0. MODEL OUTLET(IN) &TEMPERATURE (GPM) POWER REQUIREMENT &MODEL REMARKS
AS-1 RL-4(G) 4" 125 PSI/50'F 190 - B&G -
NOTES: � CO
1. PROVIDE WITH PRV RATED AT 125 PSI.TANK IS TO BE ASME CERTIFIED. W Z
2. AST-1,4"FLANGE CONNECTIONS.
3. AST-1 SHIPPING WEIGHT IS 110 LBS. w m E
L� i7 U
BUFFER TANK # •C N$
ffAA �
DIAMETER HEIGHT DESIGN PRESSURE WEIGHT MANUFACTURER
EQUIPMENT NO. (IN) (IN) &TEMPERATURE CAPACITY(GALLONS) (LBS) &MODEL REMARKS t
� U
� N
BT-1 48 106 125 PSI/50'F 750 6,500 AMERICAN WHEATLEY SEE NOTES <
NOTES:
1. PROVIDE WITH PRV RATED AT 125 PSI.TANK IS TO BE ASME CERTIFIED,4"ANSI B16 FLANGE. PROVIDE FLOOR MOUNTED TANK AND SEISMIC BRACING TO WALL
HEAT EXCHANGER SCHEDULE "x
3 COLD SIDE HOT SIDEMAX
EQUIPMENT NO. R TYPE OVERAL MBH CONNECTION FRAME HEIGHT LENGTH WIDTH WEIGHT MANUFACTURER OPTIONS-ACCESSORIES -
SERVE
D TEMP TEMP oP TEMP TEMP oP TYPE/SIZE PLATES &MODEL -
FLUID GPM FLUID GPM CAPACITY
U IN OUT (PSI) IN OUT (PSI) } } r
o PLATE& GROUND FLANGE ALAFA LAVAL Q Of
HX-1 INCUBATION 1,337.3 25%PG 182.5 35'F 50'F 2.5 190 54'F 40'F 2.1 129 157 74.2 57.3 25.6 3774 - 0- 1: LLJ
o FRAME WATER 6"NIPSM15-BDFG g U O J
NOTES, 0 0 D
w w 0
1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. LA = O LLJ
i 2. CONTRACTOR TO PROVIDE 150#ASME 16-5 FLANGE AT EACH POO.
LL aO 0O X �
U
WATER COOLED CHILLER SCHEDULE o o ° Q
o CAPACITY EVAPORATOR INFORMATION(3-PASS) CONDENSER INFORMATION ELECTRICAL MANUFACTURER WEIGHT
OPTIONS-ACCESSORIES
FULL LOAD EWI LWI FLOW WATER EWI LWT FLOW WATER &MODEL (LB(LBS.)N NOMINAL ACTUAL FLUID (•F) ('F) (GPM) AEI(FT) FLUID ('F) ('F) (GPM) Ap(FT) VOLT.-PH.-cY. MCA FLA MOCP
5 EQUIPMENT NO. SERVICE
EER
w 25% 460-3-OIN TRANE
rc CH-1 SEE PLANS 120 TONS 117.7 18.95 PROPYLENE 50.0 34.0 182.5 24.0 WATER 60.0 75.0 218 8.59 152 - 200 7,000 SEE NOTES
GLYCOL SINGLE POINT RTWD
U
ALTERNATE MANUFACTURERS:REQUIRES APPROVAL BY SCHNABEL ENGINEERING AND EOR. -�
NOTES:
1. PROVIDE WITH WYE-DELTA STARTER,SINGLE POINT POWER,3-PASS EVAPORATOR,SEISMIC/SPRING ISOLATION WITH SNUBBERS AND ACTUALIC END CONNECTIONS PROJECT: DA592013.00
2. UNIT SHORT CIRCUIT RATING 5,000 AMPS.
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
iz ...drengineering.naf SHEET
Phone:[phone] Project:20DAC01 GH 5
0 Schnabel Engineering 2016 All Rights Reserved

Q
GENERAL NOTES: EXPANSION ANCHORS
-MINIMUM 2 PER UNIT FLOOR/ROOF
1. PROVIDE AND INSTALL GENERATOR EXHAUST SIZED PER
MANUFACTURER'S RECOMMENDATIONS. , , , SUPPLY
2. ALL EXHAUST PIPE SHALL BE 6"0 SCHEDULE 40 BLACK POWER SUPPLY CEILING SUPPORT RETURN AIR
POWER SUPPLY CABLE
STEEL PIPE. MINIMUM
BRACKET AIR MANUFACTURERS NAIL OR EN
SCR
ROOF EAVE 3. ALL EXHAUST PIPE SHALL BE INSULATED WITH CALCIUM JUNCTION BOX I �j SURFACE MOUNT BOX (2 EACH SIDE)
ROOF LINE Ails
EQUIVALENT,U ATE INSULATION,JOHNS JACKET, ROVIDETHERM-12 GOLD OR
TIONWITH ALUMINUM JACKET;PROVIDE 4.5"OF WALL p
9"MIN. INSULATION FROM GENERATOR TO WALL
SUPPLY
i o MR COOLING COIL SECTION 8"MIN y 4. EXHAUST PIPE SHALL BE INDEPENDENTLY SUPPORTED
ALLOWING FOR THERMAL EXPANSION,AND SHALL NOT BEAR NON-FUSED ,f KNOCKOUT
WEIGHT ON GENERATOR. --- T� SUPPLY LINES
DISCONNECT
ROOM CEILING REMOTE
SLOPE PIPE AWAY FROM GENERATOR e t: CONDENSATE
THIMBLE PROVIDE WITH SIDE SWITCH THERMOSTAT /
BACK TO CONDENSATE DRAIN 5. USE SWEEP ELBOWS WITH A RADIUS OF AT LEAST THREE < -
FLAPPER VALVE TIMES THE PIPE DIAMETER. SEE PLANS -PTO POWER
-- 6. METAL VENTILATED THIMBLE SHALL BE PROVIDED AT WALL ELECTRIC UNIT SUPPLY
PENETRATION. THIMBLE SHALL BE A MINIMUM OF 12"IN. HEATER OUTSIDE AIR 1 a FUSED
PANCAKE MUFFLER FLEXIBLE PROVIDE CONDENSATE LARGER IN DIAMETER THAN EXHAUST PIPE AND SHALL EXTEND BALANCE TO REURN UN DISCONNECT
CONNECTION TRAP WITH REMOVABLE rc
9"BEFORE AND AFTER WALL. VALUES SHOWN SWITCH
EXHAUST PIPE--_ CAP NOTE:REFER TO SCHEDULES AND PLANS FOR ANY AND ALL IN SCHEDULE
s 7. DISCHARGE OF EXHAUST SHALL NOT EXTEND CLOSER THAN SUSMIC REQUIREMENTS R
FLEXIBLE CONNECTION 10'FROM THE PROPERTY UNE,TERMINATE IN THE TO THERMOSTAT Ilk- m
HORIZONTAL WITH SIDE FLAPPER VALVE,AND SHALL BE AT O ELECTRIC UNIT HEATER DETAIL a
EXPANDER FROM 4"CONNECTION Y
TO 6"EXHAUST PIPE LEAST 10'-0°ABOVE FINISHED GRADE. 3 p
°z
SCALE:NTS a w
_ B. NO EXHAUST PIPE SHALL BE CLOSER THAN 9"TO
COMBUSTIBLES,MEASURED FROM SURFACE OF PIPE,bgj
GENERATOR INSULATION. i
FLEXIBLE
9. INSTALLATION SHOULD MINIMIZE BACK PRESSURE. CONNECTION
INSTALLATION CLEARANCES FOR (TYP) (a) $CALE:NTS ELECTRIC WALL HEATER DETAIL-SURFACE MOUNT o e
GENERATOR SHALL BE COORDINATED 10. KEEP DRY FIELD GRASS,FOLIAGE,AND COMBUSTIBLE FILTER RACK
WITH EQUIPMENT SUPPUER EXTERIOR WALL LANDSCAPING MATERIAL A SAFE DISTANCE FROM THE EXHAUST w
SYSTEM O FAN SOLE DETAIL
FINISHED GRADE w
v!
WALL CAP o
FLOOR/ROOF W/BACKDRAFT RECTANGLE ON ROUND DUCT MAIN
ABOVE DAMPER FITTING SEAL WITH
PAINTABLE TAPE SEALER
4v �
O GENERATOR EXHAUST VENT SCHEMATIC EF v111111 DAMPER fVOS��r 9
SCALE:NTS POLE OPERATED o
EXHAUST FAN FLEXIBLE BACK BLADES
W/BACKDRATT DUCT EXHAUST - z
DAMPER CONNECTION DUCT
PROVIDE WITH CEILING CEILING
MANUFACTURERS GRILLE
ISOLATION
45'
MOUNTING KIT
SUPPLY GRILLE.SEE /
NOTE: SCHEDULE FOR
CONTRACTOR TO COORDINATE COLOR AND FINISH OF WALL CAP WITH DETAILS
13 GENERAL CONTRACTOR/OWNER. COORDINATE ALL EXTERIOR VENT -
0 TLOCATIONS WITH ARCHITECTURAL ELEVATIONS. •V w so m
ROOF EAVE
ROOF UNE Z o
GENERAL NOTES: OTYPICAL EXHAUST FAN DETAIL O DUCT-MOUNTED GRILL DETAIL U" ""13
a
TROUTE HRU AVENT SPACE Si 4 fA Z �a U
1. ALL TANK VENT PIPES SHALL BE SCHEDULE 40 BLACK STEEL SCALE:NTS `� w
PIPE. N
PROVIDE SCHEDULE 40 2. PROVIDE 1 4"0 EMERGENCY TANK VENT AND 1 2"0 TANK POWDER ACTUATED EXPANSION c
ROOM CEILING STEEL SLEEVE FULLY SUPPORTVENT. TERMINATE ALL VENTS IN A HORIZONTAL ROW AS PIN(IF ALLOWED SHIELD <
PIPE AS REOU R CLOSE TOGETHER AS POSSIBLE. BY CODE) CONCRETE WASHER
TANK VENT PIPE z FAN GUARD CONDENSING UNIT BLAB BOTTOM CHORD OF STEEL JOIST ISBEAM
s 3. VENT PIPE(S)SHALL BE INDEPENDENTLY SUPPORTED AND CLAMP
FLEXIBLE CONNECTION SHALL NOT BEAR WEIGHT ON GENERATOR. USE THIS METHOD WHENEVER DUCTS
Le 4. VENTS SHALL TERMINATE WITH GOOSENECK A MINIMUM OF CAN BE GROUPED TOGETHER 1"X 1610'-0"ABOVE FINISHED GRADE. SHEET METAL 1/2"ALL SEE PROJECT DRAWINGS 8 GA'STRAPS THREAD ROD FOR NUMBER&SIZESCREWS5. VENTS SHALL BE A MINIMUM OF 24"FROM ANY BUILDING
OPENINGS.
0 GENERATOR 6. NO LOW POINTS ALLOWED IN VENT(S),SLOPE VENT(S)BACK DUCT DUCT-SEEDUCT DUCT
3 TOWARDS GENERATOR.
INSTALLATION CLEARANCES FOR EXTERIOR WALL PROJECT PLAN
GENERATOR SHALL BE COORDINATED FOR SIZE
r? WITH EQUIPMENT SUPPUER 3 1/2"THICK �
oCONCRETE PAD- i SINGLE RECTANGULAR DUCT MULTIPLE DUCT RUNS ON TRAPEZE HANGERS Z } —
EXTEND 6"BEYOND REFRIGERANT SUCTION 2"X2"X3/16"ANGLE NOT DUCTS SHALL BE SUPPORTED a W:
o UNIT ALL AROUND LINE WITH 1"FLEXIBLE WHERE LENGTH OF ANGLE AT NOT LESS THAN 1OFT.O.C. d = Z
o FINISHED GRADE ( 0 O O J_
ELASTOMERIC INSULATION EXCEEDS 6FI.USE p F CO
S WOOD BEAM INTERMEDIATE SUPPORT) O Q W Q
wOf (If
2
Q
DUCT RISER-SEE LU
REFRIGERANT S O LLJ PROJECT PANS FOR � D � p
LIQUID LINE ��� / 1-1/2"X 1-1/2" SIZE O U_ O
y / X 1/8"ANGLE BOTH SHEET METAL SCREWS d � m U
O GENERATOR TANK VENT(S)SCHEMATIC CONDUIT-POWER • C SIDES OF DUCT O O x
0 9 AND CONTROL 1-1/2"X 1-1/2"X 1/8" 2 m O Q
o SCALE:NTS SECURE STRAP ANGLE BOTH SIDES OF DUCT ap 0 _
NTAIN MANUFACTURERS RECOMMENDED CLEARANCE REQUIREMENTS S�TUCTURETO FLOOR CURB
CONDENSING UNIT DETAIL TURN STRAP (/
OGE STRAP SHEET METAL
N SiSCALE:NTS HANGERS uP. III
G 30"0 1"X 1/8" �R SEAL HOLE AFTER FHOLE LOOR
STRUCTURAL
>30"0 AT 10'O.C. DUCT INSTALLATION
DUCT-SEE PROJECT PER S.MAC.NA DUCT RISER
U
PLANS FOR SIZE
ROUND DUCT RISER SUPPOO —
ODUCT HANGER DETAIL
6 PROJECT: DA592013.00
SCAIE:NTS DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....drengineering.net GH 6
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

EXTERIOR WALL CAULK&SEAL ROOFSHEET W
AROUND LOUVER
AROUND
(MI FLASHING ALL GROUND MOUNTED PENETRATION EXTERIOR
AROUND(MIN.22 GA) HEAT PUMP UNIT WALL
FLASH AND SEAL WEATHER TIGHT ACOUSTIC LINING FIELD SUPPLIED
WHERE REQUIRED FUSED DISCONNECT MOUNT FLUSH WITH DUCTLESS70NDEN.TE
LINES THROUGHH WALL
EFRIGERATION
SWRCH EXTERIOR OF WALL SPLIT
RECTANGULAR OR CASSETTEROUND DUCTWORK CONDENSATE DRAIN. SEE OUTDO CATIONS
COORDINATE TERMINATION NSULATIONOR
WITH OWNER AND GENERAL STATIONARY INTAKE REQUIREMENTS
CONTRACTOR OR EXHAUST LOUVER OUTDOORHOUSEKEEPING — AIN a
PAD EQUIPMENT CONDENSING ¢
EXTERIOR INTERIOR CURB COIL y
BIRD SCREEN
MIRO BLOCK
III CONTROL — SUPPORT
WIRING TO COORDINATE FLASHING
EXTERIOR DUCT TO BE DOUBLE INTERNAL INSULATION INDOOR REQUIREMENTS WITH
WALL GALVANIZED WITH R-8 WHERE REQUIRED THERMOSTAT BUILDING CONTRACTOR
INSULATION BETWEEN,INNER MAY DAMPEN GUARD
BE PERFORATED.SUPPORT ON TO POWER GUARD ��` GROUND >
RAILS PER SMACNA STANDARDS. SEAL PENETRATION SUPPLY • MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCE REQUIREMENTS. rc
WATER TIGHT SUPPLY O STATIONARY LOUVER DETAIL WALL HOUSING PROVIDE UNIT REFRIGERANT SUCTION LINE WITH 1"FLEXIBLE
AIR DUCT DUCT EXTERIOR DUCT TO BE DOUBLE 3 XHAUST FAN ELSTOMERIC INSULATION OR ENERGY DOCUMENT VALUE,WHICHEVERRETURN SUPPORT WALL GALVANIZED WITH R-8 SCALE:NTS EXTERIOR �;R�IORPROWIKE SUPPORT BRACKET,WALL IS GREATER. m
AIR DUCT
SECURE SLEEVE TO FLASHING STAND INSULATION BETWEEN.INNER MAY WALL MOUNTED a
AND SEAL WEATHER TIGHT. BE PERFORATED.SUPPORT ON
RAILS PER SMACNA STANDARDS. n WALL MOUNTED EXHAUST FAN DETAIL (j)GROUND MOUNTED CASSETTE DETAIL Q
Os DUCT PENETRATION THROUGH 4 GROUND MOUNTED PACKAGED HEAT PUMP O SCALE:NTS 1 SCALE:NTS w
EXTERIOR WALL DETAIL O (W/HORIZONTAL DISCHARGE) DETAIL =
SCALE:NTS SCALE:NTS r HAND SUPPLY
FLEX DUCT,MAX. DAMPER DUCT
PH LENGTH=5'-0" w
1 RECTANGULAR OR SECURE itaPENTHOUSE ROOF WIRE TO
SECURE FAN BASE TO ROUND DUCTWORK 3/8°0 ALL THREADED STEEL STRUCTURE y u,
CURB MIN.2 LOCATIONS SHEETMETAL VENTILATOR RODS SUPPORT FROM BUILDING 0
STRUCTURE LENGTH OF RODS
EACH SIDE AND R 6" TIGHT TO CAULK ALL AROUND CURB ROOF
CENTERS FOR CURBS TIGHT TO DUCT I I TO SUIT SPACE AVAILABLE
OVER 18"X18° 1 INSECT�� PREFABRICATED, I
COUNTER FLASHING SCREEN
INSULATED FAN CURB, STEEL SPRING AND RUBBER
MOUNT AND SECURE _`�,
EF PREFABRICATED, PER ARCHITECTURAL IN SHEAR TYPE VIBRATION "FHEAT
STRUCTURE [Y� Al
INSULATED FAN CURB, ISOLATORS COLLAR
MOUNT AND SECURE co DETAILS. (W) AIRAIR
1 PER ARCHITECTURAL ROOF DRAW RAND SUPPORT FLEX DUCT BENWITHDETAILS. FLOW WITH SILICONE 1"WIDE SHEET METAL12" 1 SEALER(TYP) FLEX DUCT SIZE TO MATCH
MIN PROVIDE WITH �MANUFACTURERSL'JDIFFUSER NECK SIZEPREFABRICATED, ISOLATION RISEINSULATED FANCURB,
MOUNT AND SECURE MOUNTING KIT OR PLENUM DUCT THERMOSTAT
W NAILER. EXHAUST AIR MOTORIZED BACKDRAFT CONNECTION
WOOD NAILER ON WOOD LE 'INTEGRATE WITH
DUCT OR PLENUM DAMPER REFRIGERANT LEAK CEILING CEILING DIFFUSER i (�
BASE FLASHING IN. PENTHOUSE EXHAUST AIR DETAIL DETECTION SYSTEM Z
BUILT-UP ROOF` MIN. O OEXHAUST FAN W/PENTHOUSE DETAIL
INSULATION WHERE SCALE:NTS -
SCALE:NTS I�
REQUIRED DUCT SUPPORT
OTYPICAL DIFFUSER CONNECTION DETAIL
BACKDRAFT DAMPER = Z m�
ODUCT PENETRATION THROUGH ROOF DETAIL SCALE:NTS = —
f.� re��
NOTE:REFER TO SCHEDULES AND PLANS FOR ANY AND ALL SCALE:NTS Z
SEISMIC REQUIREMENTS L w to c
13 ROOF FAN MOUNTING DETAIL ®KEY NOTES 3a N
SCALE:NTS 1. ROUTE 20"z10"SUPPLY AIR DUCT TIGHT TO WALL DUCT 4. NOT DRAWN TO SCALE,SHOWN FOR CLARITY PURPOSES
WORK SHALL BE INSULATED PER APPUCABLE CODES AND ONLY.
LOCAL AHL
PANCAKE MUFFLE, 5. MOUNT SUPPLY DIFFUSERS AS HIGH AS POSSIBLE.
PROVIDED WITH EM GEN PACKAGE, 2.ROUTE 24k10"RETURN AIR DUCT TIGHT TO WALL.DUCT COORDINATE MOUNTING HEIGHT AND LOCATION WITH
CONTRACTOR INSTALLED.MOUNT WITH COORDINATE WITH GENERAL CONTRACTOR WORK SHALL BE INSULATED PER APPUCABLE CODES AND OWNER AND GENERAL CONTRACTOR PRIOR TO START OF
9"MINIMUM CLEARANCE FROM AND THE STRUCTURAL CONTRACTOR FOR LINTEL LOCAL AHJ. WORK.
COMBUSTIBLES EXHAUST TO OUTSIDE,HIGH AND ADDITIONAL SUPPORT STEEL 3.COORDINATE MOUNTING HEIGHT AND LOCATION WITH 6. ROUTE SUPPLY AIR DUCT HIGH IN SPACE,TIGHT TO
8 TEMPERATURE INSULATED
ATTACH TO STRUCTURE GH6 SCH.40 BLACK IRON PIPE OWNER AND GENERAL CONTRACTOR PRIOR TO START OF STRUCTURE.PAINT TO MATCH INTERIOR.
WORK.
WITH SPRING ISOLATION 24°z36°
HANGERS;REFER TO RECIRCULATING GH6 6 (��)
STRUCTURAL AIR DUCT
3 ENGINE FLEXIBLE �� 24°z36° REFER TO SCHEDULE FOR 16 x14 SA
q MOTORIZED DAMPER,
CONNECTION PROVIDED , FAIL IN CLOSED POSITION LOUVER TYPE (�2)GH7
c? WITH ENGINE
u 6"SS FLEX 78"z60" 1 20x10"SA f )
4 T1P ALL
0 4 MOTORIZED Z O
EMERGENCY GENERATOR INSECT SCREEN 2 24"x10° Q W
7 DAMPER,QUICK LL Z
o BY OTHERS REFER TO 3 4 = U)
a ELECTRICAL) ACTING,FAIL OPEN MOTORIZED ACTUATOR SORTING AREA(201) U J
WITH AUXILIARY CONTACT ------ O P-L-3,78"x60",WITH 4 � Q
BOTTOM OF LOUVER AT �A � _ = O
W S LU
a 18°A.F.G. CAULK AND SEAL 9 � U 0
SPRING ISOLATION ALL AROUND (TYP 2)GH7 U ILL O
3 EXTERIOR WALL F EL in 0
STORAGEE UTILIN SPAWNING AREA(103) 2 m O Q
°m FLEXIBLE DUCT PROVIDE FLOOR 24x36°(WzH) (101) (102) Q X
x CONNECTION TO MOUNTED UNISTRUT MAN ACCESS DOOR.
12"HOUSEKEEPING PAD RADIATOR SUPPORT SYSTEM FOR DOOR SHALL OPEN IF0 O =
`g DISCHARGE DISCHARGE DUCT AND TOWARDS RADIATOR.
o PLENUM BOX SLOPE BOTTOM OF
o DISCHARGE DUCT AND 4 2 FC
N O GENERATOR ROOM SECTION GPLENUM BO DOWN
ENERATOR TO BOT OM OF 11 ADJUSTABLE LOUVER WITH ACTUATOR DETAIL GH6 4
w 12 SCALE:NTS LOUVER SCALE:NTS 1 D VERTICAL FAN COIL SECTION DETAIL
SCALE:NTS
U
0
Q
A
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
....dienginnering.net GH 7
Phone:[phone] Project:20DACOI
©Schni Engineering 2016 All Rights Reserved

TS
6G.s 6" T T QQ 50'F-54'F
FROM GROUND
WELL SOURCE
4. / 7 q.
6,
4" DP
4" / -� 1 4" WARM-UP
/ry�-�-I/ BYPASS i10
—1607
CW$ P SPRING-� a 4°BYPASS a
60.6 CHECK T TS
75'F OHX QQ TO SITE
CWR 218 218 4" DRAIN
4" 4' GPM GPM
SET i0 MAINTAIN 60'F
WATER SUPPLY TO
CHILLER CONDENSER
^ (USER ADM)
a
60'F 75'F
CH z 1
120 TON zw
50'F 357 o
4" 4" o
T o y
4"GCHWR FM GCHWS SET TO MAINTAIN 40'F
35'F WATER SUPPLY TO 6"GWS
PRESSURE RELIEF O INCUBATION STACKS 50'F-54'F /V
SET TO 50 PSIROUTE TO DRAIN 1 (USER ADJ) INCUBATOR STACKS
AV �' 1"TO GLYCOL -- `I _.1 a\ / 6„
P FED PUMP '' _______ TS T / ry -��-�7�-11' o
60.3 V
HEAT EXCHANGER tr54'F 50'F P.60.1 s'<' GCHWR �� OF � r �3
NCI q° a° 35'F-50'F 183 6"GWS _ /� 1 INCUBATOR STACKS `n".2gb M\C'
`& zissl 1. GPM DP T TS P.60.2 6"GWS
4" 4" 1 QT QS INCUBATOR STACKS O
AV 4" 4" \ `� FM s"ccws W Z_ o
40°F Li
.Q
GALLON 60.4 1-1/2' 35'F w E
FOR REFERENCE ONLY _
GFT SET TO 25 PSI HX SEE FULL PROCESS FLOW w cg,
1 1 SCHEMATIC SHEET G-4 INCUBATOR STACKS z m rn
BT MAKEUP FROM
GLYCOL FEED TANK z 1..a
f w �to
at
� U
O CHILLED WATER SCHEMATIC TO DRAIN 0 3 N
SCALE:NTS
TRANSITION FROM 6°TO 4"
PIPING FOR HX-1 INSTALLATION
ISOLATION VALVE
U U on (TYPICAL)
TEMPERATURE BALANCE VALVE PIPE HANGERS(TYP)
SENSOR BY LUGGED BUTTERFLY VALVE(TYP)
CONTROLS CHECK VALVE NOTES:
CONTRACTOR (TYPICAL) r -------4 TO GROUND WATER DRAIN
(TYP) TO NEAREST FLOOR DRAIN.
TO SUPPLY tj—I` SEE NOTE 5 \ s CONDENSER GWS 1. PROVIDE FOR ALL LOW POINTS OF
HEADER �J SYSTEMS TO N
n 1/2"VENT(TYP 2) AL
THERMOMETER FLOW SNITCH 2 COUPLLIINGSS ORONAL FLANGEDHANI CONNECTIONS TO
1 1 REMOVE A MINIMUM AMOUNT OF PIPING =
TEMPERATURE GAUGE(TYP) 12" VENT PIPE T FOR REMOVAL OF TUBES. Z } —
THRU ROOF :)--s 35F CGW TO HX-1 r
H 12"MIN. (NOTE 3) z_ d DJ Z
o AIR VENT GROUND WATER 3. COLLECT VENT PIPES FROM ALL = (n
cat PR(TYPESSURE GAUGE VENT VALVE SUPPLY HEADER C CGWR FROM PUMPS REFRIGERANT SAFETY RELIEF DEVICES AND 00 H C07 J_
s p EXTEND TO EXTERIOR OF BUILDING IN O Q W
w P 1 CON COND ACCORDANCE WITH ANSI B-9.1.HEADER w 2 Of Q
x PRESSURE GAUGE(TYP) 6' �tj1 0 SEE NOTE 6 SIZE TO EQUAL OR EXCEED TOTAL AREA lL = O
4" / 6• �� AV (TYPICAL) OF DEVICES CONNECTED TO THE HEADER. � fn LLI
DOUBLE BOWL BARREL DRAINS WITH NOTE q O ILL O
y FLEX CONNECTION HOSE END CAP PRESSURE RELIEF 4. FOR CHILLERS ON SPRING ISOLATORS IL � [!]
O O BALL VALVE(TYP) (TYPICAL) T� CONNECTIONS(TYP.) (TYP') DEVICE PROVIDE DOUBLE BOWL FLEXIBLE O O X U
m STRAINER FETES PLUGS CONNECTORS OR FLEXIBLE BRAIDED HOSE 2 m O Q
Q X
o SUCTION DIFFUSER EVAP NOTE 2 EVAP (TYPICAL) 5. LOCATE FLOW SWITCH.PER MANUFACTURER O =
a
O O PUMOR P ASITION SHOWNOON -1(p 0 �•) -1p 0 '6��BLOWSTRAINER DOWN/HOSE
AND CAP
o TRANSITION TO 4"FLANGED OR �F7 PLANS @ 6. REFER TO SYSTEM SCHEMATIC FOR
HX-1 MECHANICAL COUPLING PIPE VIBRATION ISOLATION (TYPICAL) ADDITIONAL CONTROL SENSORS NOT SHOWN
c CONNECTION AT HX. DRAIN VALVE AS SPECIFIED 12" MIN. IN DETAIL.PROVIDE WELLS AS REQUIRED
ry CONCRETE PAD L. " WITH HOSE END
r O O ?"'. :;.':'' 7. 3-PASS EVAPORATOR CONFIGURATION
W FITTING CONDENSER END EVAPORATOR END 4°HIGH CONCRETE
rc 1/2"DRAIN(TYP 2) PAD(TYP.) EQU EQUIPMENT.
WITH ACTUAL
T IT CONCRETE SPRING
o BASE MOUNTED PUMP IBASETED INERTIA
O HEAT EXCHANGER DETAIL O BASE MOUNTED PUMP DETAIL O TYPICAL PIPING CONNECTIONS TO PROJECT: DA592013.00
2 3 WATER COOLED CHILLER DC ENGINEERING DATE: 12/23/20
SCALE:NTS SCALE:NTS
Careful listening.Dynamic solutions.
SCALE:NTS ...dreagiaeermg.aat SHEET
Phone:[phone] Pfoject:20DAC01 GH 8
0 Schnabel Engineering 2016 All Rights Reserved

WATER CALCULATIONS(Based on 2014 Oregon Plumbing Specialty Code,Table 6-5) STREET PRESSURE 75 PSI
20DA001-0bOw,Fish Hatchery Office and Incubation Area CODE FIXTURE UNITS PER FIXTURE COLD WATER LOSS THROUGH METER PSI
MIN. LOSS THROUGH BACKFLON 10 PSI
PRESSURE AT BUILDING CONNECTION 65 PS
#CF FIXTURE TOTAL PRESSURE AFTER ANY RECIUI RED BOOSTING 65 PSI PLUMBING LEGEND
WATER CALC BRANCH PRIVATE PUBLIC ASSEMBLY FIXTURE
FIXTURES HIGHEST FIX IN
PIPE UNITS 12 5 PSI -SD- STORM DRAIN -P
SIZE FT I -PRESSURE REDUCING VALVE
FIXTURE TYPE FITTING
LENGTH 100 L.F... -HWS- HEATING WATER SUPPLY UNE
FITTING LOSS 15 % HWR HEATING WATER RETURN LINE BALL VALVE
PIPE LENGTH WITH FITTING LOSS 115 EQ FT. CHWS CHILLED WATER SUPPLY LINE REDUCER
hose Bibb
private 0.0 112, 2.5 0.0 LOSS THROUGH WATER SOFTENER 0 PSI -CHWR- CHILLED WATER RETURN LINE ^T^ GATE VALVE o
Public 1.0 2.5 25 ADDITIONAL LOSS 0 PSI
private 0.0 1/2' 1.0 0.0 REQUIRED PRESSURE FOR FARTHEST FIXTURE 20 PSI -CS- CONDENSER WATER SUPPLY LINE VALVE
Pr CR CONDENSER WATER RETURN LINE 4 �
hose bibb,each additional 20 Psi flush valve B psi ravi
public 2.0 1.D 20 REMAINING PRESSURE 40 PSI CD CONDENSATE DRAIN LINEY 2 WAY CONTROL VALVE
private 0.0 112, 1.0 0.0 PSI 1100 FT 34.64 ---D--- DEMO �3 WAY CONTROL VALVE
Sink(lavatory) public 1.0 1.0 1.0 -Gill- GREASE WASTE �m- CHECK VALVE
assembly 0.0 1.0 0.0 -SS- SANITARY SEWER SOLENOID VALVE
Sinks:kitchen,domestic private 0.0 1/2' 1.5 0.0 ---V--- VENT �Q�BALANCE VALVE
public 1.0 1.5 1.5 RD ROOF DRAIN LINE GAS COCK
i
private 0.0 1/2" 1.5 0.0 OD OVERFLOW DRAIN LINEz
public 1.0 1.5 1.5 -CW- DOMESTIC COLD WATER OS&ER VALVE
Sinks:laundry
Sinks:service or rro private 0.0 1l2" 1.5 0.0 -HW- DOMESTIC HOT WATER o u,
P basin -HWC- DOMESTIC HOT WATER RECIRC
public �STRAINER
2.0 3.0 6.0 5 N ? e
-MPG- MEDIUM PRESSURE NATURAL GAS SAFETY RELIEF VALVE 6
private 0.0 1/2' 2.5 0.0
-FUG- LOW PRESSURE NATURAL GAS VALVE IN VERTICAL
water closet,1.6 gpf flushometer tank public 1.0 2.5 2.5 o
w
assemby 0.0 3.5 0.0 F FIRE SPRINKLER LINE FLOOR SINK i
TOTAL OFFICE -CA- COMPRESSED AIR FLOOR DRAIN z
AND -MA- MEDICAL AIR GRADE CLEANOUT o
INCUBATION 17.0 �-M-Vy MEDICAL VACUUM
AREA FIXTURE v BALANCE DEVICE FLOOR CLEANOUT w
UNITS �� HOSE BIBB /�/�WAIL CLEANOUT o
Office& -- --VENT THROUGH ROOF a
Incubation Area 34 $ IN-UNE PUMP
PIPE DOWN
GPM PIPE BREAK
PIPE UP
Safety OVERFLOW DRAIN �O
Wash 200 GPM 14 ROOF DRAIN I j CAP UNION
(xi) GAS PRESSURE REGULATOR
-t>�DOUBLE CHECK
XX-X FIXTURE CALLOUT BACKFLOW PREVENTER O' NO3(, o
Future 1"0 Valve
16 X �REDUCED PRESSURE 'c
16 GPM(rl) a DETAIL CALLOUT Rp i? "'
X.X X BACKFLOW PREVENTER o
Total GPM 64 � EQUIPMENT CALLOUT IS
POINT OF CONNECTION z
INCOMINGLINE 2 QUICK DISCONNECT
SIZE ��b A\
ABBREVIATIONS & DESCRIPTIONS
WATER CALCULATIONS(Based on 2014 Oregon Plumbing Specialty Code,Table 6-5) STREET PRESSURE 75 PSI
AB.0 ABOVE CEILING KEG KITCHEN EQUIPMENT SUPPLIER
� CO
2ODAC01-Orbow Fish Hatchery(Spawning and SortingArea CODE FIXTURE UNITS PER FIXTURE COLD WATER LOBS THROUGH METER - PSI AFFFF ABOVE FINISHED FLOOR LPG LIQUEFIED PETROLEUM GAS
LOSS THROUGH BACKFLCNJ 10 PSI Z
MIN AV ACID VENT LWCO LOW WATER CUTOFF �
FIXTURE TOTAL PRESSURE AT BUILDING CONNECTION 65 PS AW ACID WASTE MAX. MAXIMUM
WATER CALC
#OF BRANCH PRIVATE PUBLIC ASSEMBLY PRESSURE AFTER ANY REQUIRED BOOSTING 65 PSI BFF BELOW FINISHED FLOOR MIN. MINIMUM
FIXTURE
FIXTURES PIPE UNITS HIGHEST FIX IN BG BELOW GRADE NG NATURAL GAS w - E
15 6 PSI "- G
FT CA COMPRESSED AIR (N) NEW w m�U
SIZE PIPE LENIGTH 60 LF... CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) z N m>T
FIXTURE TYPE C.I.N.H. CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE)
FITTING LOSS 15 % CO CLEANOUT OH OVER HEAD m
PIPE LENGTH WITH FITTING LOSS 69 EQ FT. CFF CAP FOR FUTURE PCC POINT OF CONNECTION U "�
private O.o 1/2" 1.5 0.0 LOSS THROUGH WATER SOFTENER 0 PSI CKV CHECKVALVE (R) PIPE RISE ff AA Z 0`o td
Sinks:laundry ADDITIONAL LOSS 0 PSI CGWR CHILLED GROUND WATER RETURN RIO ROUGH-IN ONLY v 1 w
public 20 1.5 3.0 u t
REQUIRED PRESSURE FOR FARTHEST FIXTURE 20 PSI CGWS CHILLED GROUND WATER SUPPLY RL REFRIGERANT UQUID - N
TOTAL CW COLD WATER IRS REFRIGERANT SUCTION
20 i flush valve 8 i gravity)
SPAWNING (20 CONDENSER WATER RETURN SHT. SHEET �
REMAINING PRESSURE 39 PSI
AND SORTING 3.0 CIVS CONDENSER WATER SUPPLY SCW SOFT COLD WATER ^
AREA FIXTURE PSI 1100 FT 55.87 CWV COMBINATION WASTE&VENT SOC SHUT OFF COCK(GAS)
UNITS CX CONNECT TO EXISTING SOV SHUT OFF VALVE
Spawning and (D) PIPE DROP SS SANITARY SEWER
ON PIPE DROP TO NEXT LEVEL TPL TRAP PRIMER UNE
Sorting Area 3 OTL. DETAIL UG UNDERGROUND
GPM FE) EXING UP PIPE FIREnSERVICE US UNDERISLAB SE TO NEXT LEVEL
Safety FCO FLOOR CLEANOUT ITTR UP THRU ROOF
Wash 200 GPM 28 FND FOUNDATION DRAIN VA VVEENNT
DE CVE
(xi) GCHWR GGCO LYCOL CHHIILLEDTWATER RETURN WR VETETHRU ROOF
Total GPM 31 GCHWS GLYCOL CHILLED WATER SUPPLY WCO WALL CLEANOUT W
GWR GROUND WATER RETURN
o INICOMINIG LINE 1 1/2" GWS GROUND WATER SUPPLY O
SIZE HW HOT WATER
HWC HOT WATER CIRCULATION z
IDW INDIRECT a I E. INVERT ELEVATION Z
IRR IRRIGATION d Of
W Z z
s WASTE CALCULATIONS(Based on 2014 Oregon Plumbing Specialty Code,Table 7-3) WASTE CALCULATIONS(Based on 2014 Oregon Plumbing Specialty Code,Table 7-3) DRAWING INDEX 0 ¢ 0 o
w LIJ
20DA001-O,movv Fish Hatchery Office&Incubation Area CODE FIXTURE UNITS PER FIXTURE 20DAC01-O,Now Fish Hatchery(Sorting&Spawning Area CODE FIXTURE UNITS PER FIXTURE of 2 K z
u MIN. MIN SEE ARCHITECTURAL CODE SHEET G-1 LU = O tLI
i OF TRAP& TOTAL TRAP& TOTAL 0 LL
0WASTE CALC #URES TRAP PRIVATE PUBLIC ASSEMBLY FIXTURE WASTE CALC # TRAP PRIVATE PUBLIC ASSEMBLY FIXTURE 11 IL m LLI
FIX
T FIXTURES J
ARM UNITS ARM UNITS p p X
m SIZE SIZE On
O0
o FIXTURE FIXTURE O Z
floor drain ernergency public 6.0 2' 0.0 0.0 floor drain emergency ublic 2.0 2' 0.0 0.0 m
uprivate 0.0 1-1/4" 1.0 0.0 private 0.0 1-1/2, 2.0 0.0
o lavatory,single ublic 1.0 1-114" 1.0 10 sink special purposeublic 2.0 1-1/2, 3.0 6.0
ryprivate 0.0 1-1/2, 2.0 0.0 TOTAL D
sink special purpose public 1.0 1-1/2" J
ry 3.0 3.0
r sink Idtchen,domestic, FIXTURE 6.0 with or without rivals 0.0 1-1/2" 2.0 0.0 UNITS a
w disposer and/or dishwasher blic 1.0 1-1/2' 2.0 2.0
'o sin m service or o basin Public 2.0 V. 3.0 6.0 EXITING 3"
private 0.0 3" 3.0 0.0
WASTE SIZE
water closet,1.6 gpf flushometer tank public 1.0 3" 4.0 4.0
asse 0.0 a, 6.0 0.0
TOTAL -�
FIXTURE 16.0
UNITS
EXITING a^ PROJECT: /23/20 13.00
DC ENGINEERING
WASTE SIZE DATE: 1223/20
Careful listening.Dynamic solutions.
....drenginee.iag.aat SHEET
Phone:[phone] Project:20DAC01 GP 1
0 Schnabel Engineering 2016 All Rights Reserved

PUMP SCHEDULE GP PLUMBING FIXTURE SCHEDULE WC-#
PIPING CONNECTIONS
FI)�1RE DESCRIPTION MNU�i�TU�ER SIZE FEATURES&ACCESSORIES
n� & Nu. TRAP WASTE VENT C.W. H.W. T.W.
FLOW INLET DISCH IMPELLER ELECTRIC
EQUIPMENT AREA PUMP STYLE/ FLUID HEAD WEIGHT MANUFACTURER&
ALVE
NO. SERVED LOCATION CONST. TYPE RPM RATE (FT) SIZE SIZE DIA (LES) MODEL OPTIONS-ACCESSORIES EWSS-1 EYE-WASH SAFETY SHOWER BRADLEY -_ 1-1/4" TEMPERATURE PER THE CURRENT IDE WITH A SAFETY /ADOPTED EYE H VERSION OF THE THERMOSTATIC MADA GSTNDARDS,PLUMBING ICO E,XING /ND
(GPM) (INCH) (INCH) (INCH) HP VOLT.-PH.-CY. BARRIER FREE S193148F LOCAL AHJ.PROVIDE WITH ADA INSULATION KIT.
CP-1 HW RECIRC SEE SHEET CENTRIFUGAL/ HOT 2800 2.0 6.8 3/4 3/4 - 55 W 115-1-60 10 B&G 1 2 3,4 PROVIDE WITH A SAFETY SHOWER/EYE WASH THERMOSTATIC MIXING VALVE(MV-2).SEr MIXING VALVE
60 P 2 BRONZE WATER NBf-8 �-2 FROST ROOF SHOWER BRADLS1931EY 1-1/4" TEMPERATURE PER THE CURRENT ADOPTED VERSION OF THE ADA STANDARDS,PLUMBING CODE,AND p
LOCAL AHJ.PROVIDE WITH ADA INSULATION KIT.VERIFY WALL THICKNESS PRIOR TO PURCHASE. a
CP-2 I HW RECIRC SEE SHEET CENTRIFUGAL/ HOT 2800 2.0 7.0 3/4 3/4 - 55 W 115-1-60 10 B&G 1 2 3,4
50 P 3 BRONZE WATER NBf-8 FLOOR CLEANOUT JAY R SMITH LINE SIZE - ROUND,MEDIUM DUTY UNFINISHED FLOOR CLEANOUT.PROVIDE WITH ROUND ADJUSTABLE CAST IRON y
FCO-1 (UNFINISHED FLOOR) SERIES 4240S (SEE PLANS) -- -- - TOP,GASKET SEAL,&TAPERED ABS PLUG.2"MINIMUM.FOR USE IN UNFINISHED FLOOR LOCATIONS
ALTERNATE MANUFACTURERS: GRUNDFOS,TACO,B&G ONLY.
FD-1 FLOOR DRAIN JAY R SMITH 2"/3" 2•/3° 2" TRAP -- -- ROUND NICKEL BRONZE STRAINER;TRAP PRIMER CONNECTION.
NOTES 2005Y--AO5-NB PRIMER
1. CONTRACTOR TO PROVIDE All ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION.REFER TO INSTALLATION DETAIL FOR ADDITIONAL INFORMATION. JAY R SMITH 12.75"x10.75"x TRAFFIC RATED STEEL BODY FLOOR DRAIN.GALVANIZED COATED INSIDE AND OUT,12-3/4"X
2. MOTOR SHALL BE PERMANENTLY LUBRICATED,RESILIENT MOUNTED,FURNISH WITH CHECK VALVE,AQUASTAT AND TIMER. FS-1 FLOOR SINK JAY R MITH 8.45"DEEP 4151 <51 3151 TP-2 -- -- 10-3/4",7-3/4"DEEP WITH DUCTILE IRON GRATE,STAINLESS STEEL PORTED BUCKET,MESH
3. PROVIDE WITH COMPLETE TIMER KIT,INCLUDING 7-DAY PROGRAMMABLE CLOCK AND AQUASTAT. SCREEN,LIFT BAR,AND NO-HUB OUTLET.
4. BALANCE TO FLOW INDICATED ON PLANS. JAY R SMITH 12"x12°x10" __ __ ACID RESISTANT COATED CAST IRON, 12"SQUARE, 10°DEEP WITH A.R.COATED CAST IRON rc
FS-2 FLOOR SINK 3440Y--C-P-12 DEEP 3° 3" 2 TP-2 STRAINER,NO-HUB OUTLET,HALF GRATE COVER,TRAP PRIMER CONNECTION.
ELECTRIC WATER HEATER SCHEDULE GGD-, GRADE CLEAN OUT 4240S SMITH LIN(SEEE SIZE
PLA S) -- -- -- -- -- -- CAST IRON TOP,ABS PLUG WITH GASKET SEAL.SIZE TO MATCH WASTE PIPING. m
w
a
HOSE BIBB ANTI-SIPHON,AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEY TO BE FURNISHED WITH Z d
STORAGE USEABLE WATTAGE NUMBER OF ELECTRICAL OPERATING HB-1 (FREEZE PROOF) WOODFORD 67 -- -- -- -- 3/4' -- -- EACH HYDRANT.FLUSH MOUNT AT 18"ABOVE FINISHED GRADE. a
EQUIPMENT RECOVERY PER ELECTRICAL
NO. MANUFACTURER&MODEL CAPACITY CAPACITY (HOUR) ELEMENT ELECTRICAL WEIGHT OPTIONS-ACCESSORIES JAY R.SMITH w
(GAL) (GAL) ELEMENT ELEMENTS VOLT.-PH.-cY. (LBS) HD-1 HUB DRAIN 9654 -- -- 1" -- -- -- __ PROVIDE WITH 1"DIAMETER TOP AND OUTLET SIZE.PROVIDE WITH COVER PLATE FOR HUB DRAIN i
z
ICE MAKER HOOK-UP 575"x4.875"x __ __ __ � $� w
WH-1 DRE 120 30 120 96 137 (30KW TOTAL) 6 480-3-60 1,400 1,2 IM-1 (WALL BOX) WATER-TITE 9700 3.50°D 1/2' -- -- FLUSH WALL MOUNT.PROVIDE WITH 1/4 TURN,LEVER HANDLE,CHROME BALL VALVES. o'
VITREOUS CHINA,WALL MOUNT;0.5 GPM VANDAL RESISTANT AERATOR.PROVIDE WITH K-8999 TRAP m
WH-2 AO SMITH 120 96 137 5 6 480-3-60 1,400 1,2 LAVATORY-PUBLIC KOHLER K-2005 1-1/4° AND K-7131-A OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR.PROVIDE WITH ANGLE STOP AND
DRE-120-30 (30KW TOTAL) L-1 (WALL HUNG,ADA COMPLIANT) FAUCET W/MOEN L4621 21"x18" 1-1/2" 1-'/2" 1-1/2" 1/2 1/2" WATTS UFMMV THERMOSTATIC CURRENT ADOPTED VERSION OFXING VALVE THE ADA STANDARDS,PLUMBIEr NG CODE,AND LOCAL NJ.LVE TEMPERATURE R THE
PROVIDE
ALTERNATE MANUFACTURERS: BRADFORD WHITE,AO SMITH,RHEEM/RUUD,STATE I I I WITH ADA INSULATION KIT.PROVIDE WITH JR SMITH 0700 CHAIR ARM CARRIER. B'
NOTES MV_2 EYE-WASH SAFETY SHOWER BRADLEY -- -- -- -- 1-1/4° 1-1/4° 1-1/4° -- 2 u,
MIXING VALVE S19-2150
1. PROVIDE WITH SIMULTANEOUS ELECTRIC ELEMENT OPERATION,3"FOAM INSULATION,MAGNESIUM ANODE ROD,A 2.0 GALLON NTROL MODEL ST-12 EXPANSION TANK AND RECIRCULATION PUMP(REFER BACKFLOW PREVENTER LINE PROVIDE WITH 1/4 TURN BALL VALVE AND BRONZE STRAINER.PROVIDE MANUFACTURER'S AIR GAP
TO PLANS FOR SPECIFIC PUMP). RPBP 1 REDUCED PRESSURE WATTS LF009-0T-S LINE SIZE -- -- -- SIZE FITTING AS REQUIRED.LEAD FREE FOR POTABLE SERVICE.
2. PROVIDE WITH MANUFACTURER'S STANDARD WARRANTY AND ALL OPTIONS AND ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. BACKF N
/
LOW PREVENTER LINE PROVIDE WITH 1 4 TURN BALL VALVE D STRAINER.PROVIDE MANUFACTURER'S AIR GAP FITTING AS p� NOS
RPBP-2 REDUCED PRESSURE WATTS LF009-QT-S LINE SIZE -- -- -- SIZE REQUIRED.LEADFREE FOR POTABLE SERVICE.
20 GAUGE STAINLESS STEEL;PUNCHED TO ACCOMMODATE FAUCET.PROVIDE ANGLE STOP WITH OVAL o
SINK ELKAY CELEBRITY HANDLE AND FLEXIBLE RISERS;17 GAUGE TRAP.ELKAY LKJ-35 DRAIN(REAR PUNCH);17 GA.
C CONTINUOUS DRAIN ASSEMBLY.PROVIDE"PASCO"AIR GAP FITTING FOR DISHWASHER CONNECTION.
COUNTERTOP,
GECR-2521 25"x21"x d�
S-1 (SINGLE SELF RIM COUNTERTOP, W/DELTA 100LF-WF 5-3/8" 1-1/2" 2° 1-1/2" 1/2 1/2 -- OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR;PROVIDE ADA INSULATION KIT.PROVIDE WITH WALL gSSb MVp �
ADA COMPLIANT) FAUCET CLEANOUT(WCO-1).PROVIDE WITH WATTS LFMMV-MI THERMOSTATIC MIXING VALVE(MV-3).SET
MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED VERSION OF THE ADA STANDARDS,
PLUMBING CODE,AND LOCAL AHJ.
14 GAUGE,304 STAINLESS STEEL SINGLE COMPARTMENT,PUNCHED TO ACCOMMODATE FAUCET, i LD
STAINLESS STEEL LEGS WITH CROSS BRACING AND ADJUSTABLE FEET.PROVIDE WITH INTEGRAL Z
SINK ADVANCED TABCO 1g"x24"x14"D, BACKSPLASH,DRAIN AND STAINLESS STEEL BASKET STRAINER.PROVIDE ANGLE STOP WITH OVAL
S-2 (UTILITY SINK) FS-1-1824 37"H 1-1/2 2" 1-1/2 1/2" 1/2" -- HANDLE AND FLEXIBLE RISERS.PROVIDE WITH 17 GAUGE TRAP AND DTA-53 FAUCEr ASSEMBLY. -
PROVIDE WITH WALL CLEANOUT(WCO-1).PROVIDE WITH WATTS LFMMV-M1 THERMOSTATIC MIXING
VALVE(MV-3).SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED VERSION OF THE ADA •V w m v
STANDARDS,PLUMBING CODE,AND LOCAL NJ.
= z 'err
HEAVY GAUGE 3D4 STAINLESS STEEL,WALL MOUNTED,HANDS FREE SINK WITH INTEGRAL DRAIN AND
STAINLESS STEEL BASKET STRAINER. PROVIDED WITH HANDS FREE KNEE VALVE WITH INTEGRAL CO m R
THERMOSTATC MIXING VALVE,MATCHING BACK PANEL,HANDS FREE SPLASH MOUNTED GOOSENECK U
SINK ADVANCED TAI3C0 1 8-7/x6°D, z $=m
S-3 (KNEE VALVE HAND SINK) 7-PS-78 18-7/16"H 2 2,. t-1/2" 1/2° 1/2" 1/2" FAUCET WITH 1 GPM AERATOR,CONCEALING APRON,AND GALVANIZED WALL MOUNTING BRACKET. w y g c
PROVIDE WITH WALL CLEANOUT(WCO-1).INTEGRAL THERMOSTATIC MIXING VALVE SHALL BE CAPABLE o_t
OF HANDLING WATER TEMPERATURES UP TO 180'F.SET MIXING VALVE TEMPERATURE PER THE N
CURRENT ADOPTED VERSION OF THE ADA STANDARDS,PLUMBING CODE,AND LOCAL NJ. 3
MOLDED STONE;FLOOR MOUNTED,SQUARE:.INTEGRAL DRAIN.STOPS IN SHANK.CAST IRON TRAP.
FIAT MSB-2424 832-AA HOSE AND WALL HOOK,889-CC STAINLESS STEEL MOP HANGER AND MSG-2424 STAINLESS
SS-1 SERVICE SINK W/FIAT 830-AA 24"x24"xl2" 3" 3" 1-1/2" 1/2" 1/2" -- STEEL SPLASH PANELS.PROVIDE WITH WALL CLEANOUT(WCO-1).PROVIDE WITH WATTS LFMMV-MI
FAUCET THERMOSTATIC MIXING VALVE(MV-3).SEr MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED
VERSION OF THE ADA STANDARDS,PLUMBING CODE,AND LOCAL AHJ.
TP-1 TRAP PRIMER JAY R.SMITH 1/2„ __ __ PROVIDE SCREWDRIVER STOP VALVE UPSTREAM FOR MAINTENANCE.PROVIDE APPROPRIATE ACCESS
2699-1 PANEL FOR MAINTENANCE.
TP-2 TRAP PRIMER PREVENT -- -- -- -- -- -- -- PROVENT WATERLESS TRAP GUARD.
VITREOUS CHINA;FLOOR MOUNTED.PROVIDE VITREOUS CHINA TANK AND TANK COVER,POLISHED
WATER CLOSET KOHLER K-3493 CHROME TRIP LEVER,BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AND GASKET.OPEN FRONT SEAT,
o WC-1 (PRESSURE ASSISTED TANK SEAT K-4670C 0.80WL ED 3 2" 1/2 -- -- WHITE,WITHOUT COVER.PROVIDE WITH OVAL HANDLE AND FLEXIBLE RISERS.PROVIDE WITH
TYPE,ADA COMPL6WT) SUPPLY K-7637 MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM.MOUNT PER ADA;TRIP LEVER ON WIDE C)
SIDE. LLB
a }
o WCO-1 WALL CLEAN OUT JAY R.SMITH -- TAPERED BRONZE PLUG AND STAINLESS STEEL COVER.SIZE TO MATCH WASTE PIPING,2"MINIMUM. Z �
H 4472 a w Z
s GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS o Q _
� xaf U
W wx0 CO
1. FIXTURES INDICATED AS ADA MUST COMPLY WITH ICC/ANSI A117.1. VERIFY EXACT NUMBERS,FIXTURE KOHLER,AMERICN STANDARD,EWER, 3
DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. ENAMELED CAST IRON,VITREOUS CHINA,ACRYLIC O LL O
w CRANE,ZURN WARE,BEST BATH,LASCO, d m z_
3 2.ALL HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED TO PREVENT STAINLESS STEEL SINKS AQUULASS 2 m O m
°m BURNS. REF.ARCHITECTURAL PLANS. INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION-TRUEBRO SERVICE SINKS ELKAY,JUST,RATION,KOHLER Q X
o OR EQUAL. FAUCETS FIAT,BRADLEY,ACORN,STERN&WILLIAMS O
DELTA HDF,ELKAY,JUST,KOHLER,ZURN,
a 3.PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS(PPP INC.,OR EQUAL).PROVIDE ACCESS PANELS AS AMERICAN STANDARD J
o REQUIRED. SHOWER VALVES,MIXING VALVES
ry TOILET SEATS POWERS,LEONARD,SYMMONS,MOEN
4.ALL ACCESS PANELS AND WALL BOXES SHALL BE RATED TO MATCH ASSEMBLY RATING. ROOF DRAINS,FLOOR SINKS,FLOOR GRAINS AND TRAPS CHURCH,OSLONITE,BEMIS,SMITH,
N BACKFLOW PREVENTION DEVICES,PRESSURE REDUCING VALVES WATTS,ZURN,WADE,JOSAM WATTS,
w 5.THIS IS A COMBINATION WASTE AND VENT FIXTURE.THE TRAP AND WASTE LINE AFTER THE TRAP SHALL BE 4" TRAP PRIMERS AND SHOCK ABSORBERS WILKENS,FEBCO,APOLLO/CONBRA CO,
o AND THE FIXTURE CONNECTION AND TAILPIECE SHALL BE 2"AS REQUIRED BY CODE. PPP,SIOUX CHIEF,SMITH
rc
U
Q
A
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
...d—giaeeriag."t GP 2
Phone:[phone] Project:20DAC01
0 Schnebel Engineering 2016 All Rights Res—M

SHUT-OFF VALVE(TYP.) fr
2"WIDE 24 GAUGE G.I.SEISMIC
COLD WATER SUPPLY ANCHOR.LOCATE WITHIN THE 1 ®O ® 1 °o a�aa�aa: 6
SEE PLAN FOR SIZE UPPER AND LOWER ONE-THIRD - 2 3
HOT WATER OUTLET oQ a:° oa;a a o'THERMAL OF ITS VERTICAL DIMENSION, MAY EXTENDa;� o°-
EXPANSION THE LOWER STRAP LOCATED FINISHED AS WASTE °.°TANK tl TOMAINTAIN A MINIMUM FLOOR OR VENT. - uTEMPERATURE&PRESSURE DISTANCE OF 41NCHES ABOVE CHROME tTHE CONTROLS.BOLT TO PLUGGEDTEE - COMPONENTS:RELIEF VALVE. ' WALL COVER COMPONENTS:ROUTE TO NEAREST SERVICE SINK STRUCTURE,SECURE TO ANDSCREW W/CLEANOUT. 12 1.CLIP(CEILING 2 1.DROP-IN ANCHOR
OR OTHER APPROVED LOCATION FRAMING WITH MIN.1/4"x3"LAG 1/8 BEND FLANGE) 2.SPRING CLIP COMPONENTS:
SCREWS.TYP CEILING PLATE 1. EYE ROD
AND TERMINATE WITH 2"AIR GAP } ( ) NENTS: 2.HEX NUTFINISHED (OPTIONAL) 2.FLATWASHER
WATER AMP 3.WOODSCREW FULL SIZE COPPER 3.HANGER ROD 3.HEX HEAD CAP
CIRCULATING HEATER FLOOR SCREW 4 4.HANGER ROD
PIPE TO FLOOR FLOOR CLEANOUT 4.ADJUSTABLE 4 SCREW
PUMP RE:5/GP-3 NUT 5.ADJUSTABLEDRAIN/SINK ER ROD HANGER RING 3 HANGER RING4.ADJUSTABLE
RECIRC.LINE112" STABLE HANGER RING
THREADED 1/8 BEND GER RING 5DROP-INANCHOR
CHECK T SEISMIC STRAPS CLEANOUT 56.HEX HEAD LAG
LINE TEMP. L BEAM OR qCONTROL VALVES • •�� =If JOIST 7.EXPANSION CASE
r/ (LINE SIZE) WALL CLEANOUT 8.LOCK WASHER
V DRAIN PAN DRAIN T END OF LINE CLEANOUT 9.HEX NUT
TO FLOOR DRAIN/SINK. 4"DEEP DRAIN PAN,2"IN STANDARD C-CLAMP PIPE HANGER CLIP PIPE HANGER CONCRETE PIPE HANGER
PROVIDE WHEN DRAIN VALVE DIAMETER LARGER THAN
WATER HEATER IS NOT DIAMETER OF TANK. O CLEANOUT DETAILS FASTEN TO WOOD,CONCRETE, 3 2
LOCATED ON SLAB ON BLOCK,OR STEEL WELD TO 2 0
GRADE. 5 STEEL(O TIONAL) 6 0
SCALE:NTS o
O ELECTRIC RECIR.WATER FINISHED BRASS CLEANOUT 12"x12"x3-1/2"THICK 2 V
GRADE PLUG W/COUNTER CONC.PAD TROWEL 1 5 3 4 1 7
HEATER DETAIL SUNK HEAD. SMOOTH AND EDGE. !t_
i
112"RAISED FLANGE (TYPICAL) (TYPICAL) L COMPONENTS: 1 0
1. POWDER-DRIVEN COMPONENTS: FOR WOOD FOR BRICK w
SCALE:NTS _ _ _ COMPONENTS: STUD 1. WALL BRACKET 5 2 i
1/2 GRATE UNLESS COLD III III III-. ^III III -I 1.HEX NUT 2 2.ROD COUPLING 2.HEX NUT 2 y i
OTHERWISE SCHEDULED WATER III fff-III- III- 3.HANGER ROD 3.LOCK WASHER 3 3
FINISHED FLOOR OR SPECIFIED SUPPLY TO FIXTURE NEAREST =TT�T= ' - - - - - III- - 2.LOCK WASHER g
_= 4.ADJUSTABLE g 4.FLAT WASHER i
TO FD-1 OR FS-1 -III- III III- III- = =III= 3.HANGER ROD - �, o
DOME STRAINER -------- _ - - - - - � 4.ADJUSTABLE � HANGER RING 5.TRANSITION ROE
o
I I - - 1=III=III=1- 1- 3 3 6.ROD COUPLING
I I ACCESS PANEL IN HANGER RING 7.HANGER ROD 1 1 8 w
WALL AS REQUIRED WASTE LINE, 4 5.STEEL BEAM OR 7 g.ADJUSTABLE a
I I LENGTH 70 SUIT. BAR JOIST HANGER RING
FLASHING CLAMP DRAIN BODY i TRAP PRIMER JAY R.SMITH (TYPICAL) 4 FOR CONCRETE FOR STEEL ' F
FLOOR SINK OUTLET I MODEL 2699 OR EQUAL 8
___J FLOOR 1/8 BEND 118 BEND m
ffo
NO HUB CLAMP (2-MINIMUM) �__-___ O o
(TYPICAL) 2"x 3"REDUCER REQUIRED FS-1 OR FDA 2 WAY
FOR ALL FLOOR SINKS FOR - SANITARY BEAM PIPE HANGER STUD TYPE PIPE HANGER WALL BRACKET PIPE HANGER EYE ROD PIPE HANGER
3"WASTE MINIMUM COMBINATION WASTE AND CLEANOUT
WASTE LINE FITTING
VENT SYSTEM(WHERE 0-
ENVELOPE APPLICABLE) OPIPE HANGER DETAILS1/2"COPPER TRAP PRIMERSCALE:NTSFLOOR SINK DETAIL PIPE-IF INSTALLED IN 2"MINIMUM
UNHEATED CRAWL SPACE, DOUBLE GRADE CLEANOUT DETAIL IPS WATERTIGHT ROOFSCALE:NTS ROUTE PIPE ABOVE FLOORFLASHING COLLAR;OR INSULATION SO THAT IT IS SCALE:NTS IN-LINE CIRCULATING 6"MIN. EQUAL WITHIN BUILDING PUMP,CP-#U i U i (SEE SCHEDULE) SEAL ALL EDGES OF
AQUASTAT(IF FLASHING COLLAR W/ROOF
PRESSURE/ FROMHOT TOHOTWATER STRAP PRIMER DETAIL REQUIRED BY CODE) FOR CAULK
TEMPERATURE WATER SOURCE WATER SUPPLY FOR CONTROL OF CONTINUATION ROOF
GAUGE SOUR SCALE:NTS PUMP Z
�� ��,, t CEILING AND SIZE,SEE
(TYP) r - FLOOR PLAN
PIPNGG TO SUPPLY FIXTURES UNION 1w y G
FLOW 12. �U
MV.2 n
BALL VALVE � �L�� z m c
(TYPICAL) -_ f_.
S# STRAINER CHECK U
VALVE INCREASER FITTING f A Z >o`o to
REDUCING TEE HOSE BIBB AS REQUIRED FOR v•`L a t
TEMPERED FLOW BUILDING DIAL TYPE FROST CLOSURE m O
` THERMOSTATIC N
\\ SHUT-OFF INLET STRAINER W/ BALL VALVE OR PRESSURE GAUGE
VALVE THERMOSTATIC MIXING VALVE SIZE-AS PER DRAWING
BLOW-DOWN VALVE LUG BUTTERFLY (0-100 PSIG)
a MIXING VALVE VALVE
REDUCED PRESSURE TYPE �� O RECIRC PUMP DETAIL -
15 MIXING VALVE DETAIL BACKFLOW PREVENTER, �
SCALE:NTS o
W�AIR o OOOR �� scALE:NTs O PVC VENT THROUGH ROOF
SB-,
SINK
SCALE:NTS
INCOMING COLD WATER
1-1/4"CW FLASHING(EXTEND 12"BEYOND FLOOR DRAIN,SET
1-1/4'•Hw 12 REDUCED PRESSURE BACKFLOW PREVENTER DETAIL STRAINER LEVEL WITH
SCALE:NTS 11 HOT WATER MIXING VALVE DETAIL -6"H DRAIN IN ALL DIRECTIONS) CONCRETE LEVELFER
VALVE SHALL BE I CONFORM TO WATERPROOF DRAINAGE SPECIALTIES
RATED FOR 20 GPM MIN. SCALE:NTS I MEMBRANE MANUFACTURER. DATA)
3 MV-2 SEE SCHEDULE FOR
_� SUMP RECEIVER
o. ADDITIONAL REQUIREMENTS TEPID WATER i gWING (SET ON CONCRETE -
OUTLET TO FAUCET GOOSENECK CONCRETE) TOPPING I
u 1-1/4"TW 3/8"IPS FEMALE ry
2"MINIMUM COLD WATER INLET HOT WATER INLET - 't"' 111 O J
3/8"IPS FEMALE 3/8"IPS FEMALE --- _-_-_- �- O H W
O ¢ W
SHOWER HEAD
W ALTERNATE SUPPLY IPS WATERTIGHT ROOF
6"MIN. FLASHING COLLAR;OR
(PLUGGED) =
� EQUAL REAR ELEV-KNEE CONTROL METAL � � �, �:��� W � O
KNEE _ DECK I I
i ---- SEAL ALL EDGES OF PEDAL `I'} _
SUMP RECEIVER WEEPHOLE
EYEWASH UNIT - STAINLESS STEEL FLASHING COLLAR W/ROOF - Z
CVV (WELD TO METAL CONCRETE a 0 m
NUTS AND BOLTS CAULK J
DECK) INSIDECAULK SLAB O O m
ROOFSTAGGERED FOR NOTED ON PLAN SPEC.FOR JOINING ¢ X XLEVELING NUTS HW PIPE SIZE AS CONNECTION(SEE = ED O
-- ---GROUT WASH MOUNTING _ -- CLARITY. PROCEDURE) O
I (DOWN AREA KNEE J
1 I HOLES PEDAL METAL DECK _ CONCRETE
0 1\ WITHCONCRETE CONTRUCTION 12-
12"
n HOT WATER
FINISHED FLOOR
- CONTROL VALVE O FLOOR DRAIN DETAIL
DRAIN CUT BOLTS TO LEAVE A SIDE VIEW
MAXIMUM OF 2 THREADS FRONT ELEV-KNEE CONTROL 9 SCALE:NTS
'o , TYPICAL EWSS MOUNTING INCREASER FITTING -WALL
- AS REQUIRED FOR 1
FROSTCLOSURE FLOOR
NOTES:
0 1. REFER TO PLANS OR SCHEDULE SIZE-AS PER DRAWING
FOR EXACT SPECIFICATIONS.
2. SHOWER AND BOWL HEIGHT 10 UTILITY SINK WITH KNEE MOUNTED CONTROLS
a SHALL BE ADA COMPLIANT �-
SCALE:NTS PROJECT: DA592013.00
14 SAFETY SHOWER/EYE WASH -BARRIER FREE DETAIL 13 PVC-VENT THROUGH ROOF DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
SCALE:NTS SCALE:NTS ....d-tim...iag.aat SHEET
Phone:[phone] Project:20DAC01 GP 3
0 Schnabel Engineering 2016 All Rights Reserved

PERFORATED STRAINED TRAFFIC RATED STEEL FLOOR
BASKET DRAIN(WHERE APPLICABLE)
FINISHED FLOOR STAINLESS
WATERPROOFING STEEL RETAINER
MEMBRANE RING(WHERE
All dimensions assume standard thread engagement.Variations in manufacturing allow for (WHERE APPLICABLE)
L8"(3mm).per threaded joint.To find the tolerance of a dimension,add the number of APPLICABLE)
thread joints in between a dimension and multiply it by A"(3mm).
FLOOR FIXED OUTET STRAINER
SIN V
FLOOR
DRAIN
0
03.1^ TAILPIECE TO BE TWO SIZES SMALLER
T8.Tmm TAILPIECE SHALL ¢
16' ( ) THAN TRAP AND WASTE WHEN SERVING A
(408mm) COMBINATION WASTE AND VENT LINE. NOT EXCEED 2'-0 0
Wall Thickness Model No. 53�• BRANCH LINE
0'-8' Sis-310TWa (1362mm) SLOPE AT 1l4"OR 1/8"PER —
8"-12" 519-3IE12 FOOT AS NOTED ON PLANS REDUCER
12'-18" 519-31oTW78 TRAFFIC RATED
STEEL FLOOR
L
" W 48�^ DRAIN(WHERE
W (1238mm) PVC WASTE APPLICABLE)
rc
CONNECTION, STAINLESS
SHALL SIZED PER PERFORATED STEEL RETAINER
ED FOR MAIN SCHEDULE. FINISHED S B,4SKEINEDT RING(WHERE w
MIN. LESS THAN 45° COMBINATION FLOOR APPLICABLE)
HEDULE WASTE&VENT A
USE VALVE WATERPROOFING
DITIONAL SUB-ASSEMBLY LINE MEMBRANE i
EMENTS TO MARKAND HERE a w
(203mmj DRILL VALVE APPLICABLE)W STEM HOLES. FIXED OUTET STRAINER
FLOOR
SINK/FLOOR _
DRAIN o 0
1'/."NPT TAILPIECE TO BE TWO SIZES SMALLER THAN TAILPIECE SHALL
TW Supply Inlet 36" BRANCH LINE w
(98mm)
so floor TRAP AND WASTE WHEN SERVING A NOT EXCEED 2'-0
4� COMBINATION WASTE AND VENT LINE. a
(dimension will 12 ram, ' w
Vcareese with (30Jmm1 (143mm)
tying wall SLOPE AT 1/4"OR 118"PER FOOT m
thicknesses) r AS NOTED ON PLANS o'
REDUCER
MAIN
COMBINATION PVC WASTE �pY
WASTE 8 VENT CONNECTION,SIZED PER
O SAFETY SHOWER/EYE WASH- FROST PROOF DETAIL LINE SCHEDULE. ��0` o Y� o 2 =
SCALE:NTS
O COMBINATION WASTE AND VENT DETAIL
SCALE:NTS
w _ E
w
uZ oCo
v�w a=
c N
3
3
0
a Z >1
W
U
Q J_
tl O Q
00 Q Uf
x L U
= 0 0
F w f
O LL o
IL 3: z
0 o x m
0 0 0 0 D
J
Mom
a
0
7
7
U
O
rc
U
0
Q
a
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions. SHEET
wwwdrengineering.net GP 4
Phone:[phone] Project:20DAC01
©Schnabel Engineering 2016 All Rights Reserved

a
0
rc
ELECTRICAL LEGEND (LEGEND IS GENERAL IN NATURE. NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT.) ABBREVIATIONS & DESCRIPTIONS
0
POWER LIGHTING (SEE LUMINMRE SCHEDULE FOR SWITCHES ONE LINE FIRE ALARM A AMPERES J/JB JUNCTION BOX
EXACT REQUIREMENTS) AC ABOVE COUNTER:REFER TO ARCHITECTURAL KW KILOWATT
DUPLEX AFCI OUTLET. +18"AFF,UNO. s� SWITCH.TYPE AS INDICATED. 4 PULLSTATION.+48'AFF. ELEVATIONS FOR REQUIRED HEIGHT. KWH KILOWATT HOUR
DUPLEX AFCI OUTLET. ABOVE COUNTER. ® SINGLE FACE EXIT SIGN.CEILING MOUNTED. +46°AFF,LINO. AFF ABOVE FINISHED FLOOR M MAGNETIC CONTACTOR COIL
BRANCH AFG ABOVE FINISHED GRADE MB MAIN BREAKER
2 DOUBLE POLE ppNLL F FIRE ALARM HORN.+80"AFF,UNO.
SIMPLEX OUTLET.+18"AFF,LINO. BRANCH PANEL. AF AMPERE FRAME MCC MOTOR CONTROL CENTER
DOUBLE FACE EXIT SIGN.CEILING MOUNTED. 3 3-WAY AFCI ARC FAULT CIRCUIT INTERRUPT MLO MAIN LUGS ONLY
DUPLEX OUTLET.+18'AFF,LINO. 4 4-WAY 11{15 FIRE ALARM STROBE.+80"AFF TO BOTTOM OF Aµ1 AUTHORITY HAVING JURISDICTION MS MOTOR STARTER
D DIMMER DEVICE,UNO.STROBE INTENSITY INDICATED. AT AMP TRIP MH MANHOLE
DUPLEX OUTLET.MOUNTED ABOVE COUNTER,UNO. l SINGLE FACE EXIT SIGN.WALL.MOUNTED. HP HORSEPOWER RATED AWG AMERICAN WIRE GAUGE MW MICROWAVE
K KEYED CIRCUIT BREAKER.SIZE AND TYPE BW BLANKET WARMER N NEUTRAL
ffi LV LOW VOLTAGE q 15 FIRE ALARM HORN/STROBE.+80"AFF TO NC NORMALLY CLOSED N
Ye DOUBLE FACE EXIT SIGN.WALL MOUNTED. AS SPECIFIED. F C CONDUIT
DUPLEX OUTLET.+18'AFF,LINO,WITH GROUND FAULT M MOMENTARY CONTACT BOTTOM OF DEVICE,LINO.STROBE INTENSITY CB CIRCUIT BREAKER 14CL NON CRITICAL LOAD w
INTERRUPTION PROTECTION. SINGLE FACE COMBO EXIT SIGN/EMERGENCY MM MANUAL.MOTOR STARTER INDICATED. CC CRASH CART NEC NATIONAL ELECTRICAL CODE <'
LUMINAIRE.WALL MOUNTED. OS OCCUPANCY SENSOR
OUPLIX OUTLET.MOUNTED ABOVE COUNTER LINO WITH P PILOT LIGHT CIRCUIT BREAKER.FRAME SIZE(AF) F FIRE ALARM BELL.+80°AFF,LINO. cc
CIRCUIT NIC NOT IN CONTRACT U m
GROUND FAULT INTERRUPTION PROTECTION. ARRDW INDICATES DIRECTION TO BE SHOWN ON T TIMER �3OAF AND TRIP PLUG/RATING(AT),3 CL CRITICAL LOAD NO NORMALLY OPEN w z
SIGN. 30AT CM CEIUNG MOUNTED NTS NOT TO SCALE
TO THERMAL OVERLOAD POLE,LINO. C F' DUAL FIRE ALARM HORN.+80'AFF,LINO. CO CONDUIT ONLY,PROVIDE PULL-UNE OIL OVERLOAD w
HALF-SWITCHED DUPLEX OUTLET.+18"AFF,UNO. � UGHT FIXTURE. V VOLUME CONTROL D MECHANICAL DUCT-MOUNTED DEVICE OS OCCUPANCY SENSOR
(1)RECEPTACLE IS TO BE CONTROLLED BY A LOCAL VS VACANCY SENSOR 015 FlRE ALARM STROBE.CEIUNG MOUNTED.STROBE pC DIRECT CURRENT OFCI OWNER FURNISHED CONTRACTOR INSTALLED �
15A FUSE.SIZE AND TYPE AS SPECIFIED, 7i-C
z
a SUPERSCRIPT INDICATES LIGHTS TO BE INTENSITY INDICATED.
SWITCH/SENSOR AND BE MARKED WITH A PERMANENT LIGHT FIXTURE. PROVIDE FUSE FOR EACH POLE,3 DET DETAIL P PHEO
POWER SYMBOL THE OTHER RECEPTACLE SHAH BE SWITCHED TOGETHER E EMERGENCY/CRITICAL CARE PC PHOTOCELL m
UNCONTROLLED UNSWITCHED AND UNMARKED. POLE,LINO. F 15 FlRE MARM HORN STROBE CEIUNG MOUNTED. i m I
( ) LIGHT FIXTURE. MULTI-LEVEL SWITCHING,TO MEET LIGHT REDUCTION STROBE INTENSITY INDICATED. EF) EXISTING EXHAUST FAN RC�r PROECEFTCLE CHLORIDE e 0
DUPLEX OUTLET WITH INTEGRATED USB CHARGING LEVELS PER ENERGY CODE AS SHOWN. PROVIDE ��`CCc��T''' FIRE ALARM CHIME STROBE.+80"AFF TO EL EMERGENCY UGHT R RELOCATED �'
E o SUSPENDED UGHT FIXTURE. ADDITIONAL OR STEP-DIMMING BALLASTS WHERE /30A INTERRUPTER SWITCH.SIZE AS / () w
1 NDICATED,3 POLE,UNO. BOTTOM OF DEVICE,UNO.STROBE INTENSITY EWC ELECTRIC WATER COOLER (RE) REPLACED
OUTLETS.+18'PFF,LINO. REQUIRED. INDICATED. EWH ELECTRIC WATER HEATER REF REFRIGERATOR
µ � WALL MOUNTED FIXTURE F FUSE SER SERVICE ENTRANCE RATED a
][ UUPLE%ISOLATED GROUND OUTIET.+18'AFF, ® OCCUPANCY SENSOR.CDUNG MOUNTED. FIRE ALARM CHIME/STROBE.CDUNG MOUNTED. FACP FIRE ALARM CONTROL PANEL SPST SINGLE POLE SINGLE THROW F LINO. Q WALL SCONCE FIXTURE. 1
DUPLEX ISOLATED GROUND OUTLET.MOUNTED 4 PHOTOCELL WALL MOUNTED. FUSED SWITCH.SWITCH SIZE(AS)& STROBE INTENSITY INDICATED. FVNR FULL VOLTAGE NON-REVERSING TC TIME CLOCK m
ABOVE COUNTER,LINO. WALL PACK FIXTURE. xnec FUSE SIZE(AF)AS INDICATED,3 SD SMOKE DETECTOR.CEILING MOUNTED,UNO. G/GND GROUND TDR TIME DELAY RELAY -
4 O PHOTOCELL COILING MOUNTED. 30AF POLE,LINO. GFI GROUND FAULT INTERRUPTION TUB TERMINAL JUNCTION BOX o
0 DUPLEX 20A OUTLET.+18'AFF,UNO. UNOERCASINIET MOUNTED FIXTURE. ©D HEAT DETECTOR.CEIUNG MOUNTED,UNO. GFP GROUND FAULT PROTECTION TSP TWISTED SHIELDED PAIR
QT TIMECLOCK.WALL MOUNTED. ADDRESSABLE SMOKE DETECTOR.CEIUNG MOUNTED, H HEAT T1B TELEPHONE TERMINAL BOARD
if DUPLEX 20A OUTLET.MOUNTED ABOVE COUNTER, vovl TRACKUGHT. SD UNO. HH HANDHOLE MS TRANSIENT VOLTAGE SURGE SUPPRESSOR
UNO. SINGLE BUTTON,WALL MOUNTED PUSHBURON. Aqe HID HIGH INTENSITY DISCHARGE TYP TYPICAL
S UH UNIT HEATER
INGLE 20A OUTLET.+18"AFF,UNO. O PENDANT UGHT FIXTURE. 4 MOUNT AT SWITCH HEIGHT,UNO. DRAW
WSOUIZE CIRCUITND PLUG RAER TING E HD ADDORESSABLE HEAT DEFECTOR.CEILING MOUNTED, HP HOUSE PHO HAND OFF NE LINO UNLESS NOTED OTHERWISE
�L FOURPLEX OUTLET.+18"AFF,UNO. ROUND DECORATIVE LIGHT FIXTURE. AT),3 POLE,LINO. HVAC HEATING,VENTILATING,&AIR CONDITIONING V VOLT
g () C� THREE BUTTON,WALL MOUNTED PUSHBUTTON. ( SD HVAC DUCT SMOKE DETECTOR. HEATING,
VA VOLT AMPERE 4� z
SU41
RFACE MOUNT. MOUNT AT SWITCH HEIGHT,UNO.
FOURPLEX OUTLET.MOUNTED ABOVE COUNTER,LINO. EOL END OF LINE NE RESISTOR. D IN-DUCT WIG PROVIDE PROTECTIVE WIRE GUARD
ECESSED UGHT FIXTURE. INDIVIDUAL BREAKER FRAME(AF) a z e
O RC INTERRUPTING CAPACITY VIP WEATHER PROOF/NEMA 3R
FOURPLEX ISOLATED GROUND OUTLET.+18,AFF, 0 RECLSSO)WALL WASH LGHi FIXTURE. ® MOTOR STARTER/CONTACTOR. SIZE AND TRIP PLUG RATING(AT), FLOW SWITCH. IG ISOLATED GROUND %FMR TRANSFORMER �b�, o Q 0
FOURPLEX ISOLATED GROUND OUTLET.MOUNTED
LINO. NEAR 1 LINO,3 PoIE,LINO. � TNT INTERCOM TAMPER SWITCH. ifs�'
® PORCELAIN LAMP HOLDER. COMBINATION STARTER AND DISCONNECT. /Aj�W S
HI PRESSURE SWITCH.
ABOVE COUNTER,LINO. Q WALL MOUNTED PORCELAIN LAMP HOLDER. ❑'X NON-FUSED DISCONNECT SWITCH,SIZE AS O METER pN POST INDICATOR VALVE.
FOURPLEX CONVENIENCE OUTLET,+18°AFF,UNO. p/� INDICATED,NEMA 1 UNO,3 POLE,UNO.
(1)DUPLEX IS TO BE CONTROLLED BY A LOCAL TLK COILING FAN. mp X FUSED DISCONNECT SWITCH.SIZE AS INDICATED, O AMMETER. DH ELECTROMAGNETIC DOOR HOLDER. GENERAL ELECTRICAL N❑TES (RE:All ELECTRICAL SHEETS)
SWITCH/SENSOR AND BE MARKED WITH A PERMANENT O D NEMA 1 UNO,3 POLE,UNO. DM FIRE/SMOKE DAMPER.
POWER SYMBOL THE OTHER DUPLEX SHALL BE O VOLTMETER. Z
COILING FAN WITH LIGHT KIT. 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,
UNCONTROLLED(UNSWITCHED)AND UNMARKED. LED INDICATOR LIGHT.
❑K KIRK KEY LOCK. INTERNATIONAL FIRE CODE,AND ALL OTHER STATE AND LOCAL CODES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IN
-O POLE LIGHT 1 HEAD ROUND WITH POLE. CUMMUNICATIONS I�F T LED INDICATOR LGNT WITH TEST SWITCH. WRITING IF PORTIONS OF THE DESIGN SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES.
2 SPECIAL PURPOSE OUTLET.VERIFY SIZE AND TYPE WITH GFP GROUND FAULT PROTECTION. to E
EQUIPMENT SUPPLER. OHO POLE LIGHT 2 HEAD ROUND WITH POLE. = TELEPHONE OURET,FOUR-SQUARE DEEP TYPE BOX WITH 2. PROVIDE FlRESTOPPING FOR ALL FLOOR,CEILING AND FlREWALL PENETRATIONS FROM ELECTRICAL FIXTURE,DEVICE,RACEWAY, V U
SINGLE GANG MUDRING.R-SQUALOCATED AT EE AFF,LINO. TVSS TRANSIENT VOLTAGE SURGE AND CABLE PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIREWALL ASSEMBLY LOCATIONS.
® AND ECTION POINT TO EQUIPMENT INSTALL NSTALLOI UNDER OTHER SECTIONS.EEUE FURNISHEDICA .-0 POLE UGHT 1 HEAD SQUARE WITH POLE. PROVIDE(1)CAT5e CABLE TO TTB SUPRESSION. -MOUNTING HEIGHTS DETAIL = z
3. ELECTRICAL DEVICES AND LNEWORK ME SHOWN BOLD FOR NEW,BOLD/DASHED FOR DEMO AND SCREENED FOR EXISTING. ? y
CONTRACTOR TO SUPPLY RACEWAY,CONDUCTORS AND 0-0 POLE LIGHT 2 HEAD SQUARE WITH POLE. � SHUNT TRIP COIL.
MAKE FINAL CONNECTION TO EQUIPMENT UNDER THIS 3Z TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX 4. NUMBER ADJACENT TO HOME RUN OR DEVICE INDICATES POLE POSITION TO WHICH DEVICES SHALL BE CIRCUITED.UNLESS f. N
SECTION,LINO. ® KWH KILOWATT HOUR METER. NOTED OTHERWISE,HOME RUNS TO BE 12 COPPER CONDUCTORS AND GROUND IF UNDER 100'OR 10 COPPER V Z '" -0
BOLWRD LIGHT. WITH SINGLE GANG MUDRING.LOCATED AT+18"AFF,UNO. N g F C
PROVIDE(2)CAT5e CABLES TO TTB. KVM KILOVAR DEMAND METER. CONDUCTORS AND GROUND IF 100'OR LONGER.ALL CONDUIT TO BE 3/4'UNLESS NOTED OTHERWISE. V'w
® DUPLEX OUTLET.FLUSH,FLOOR MOUNTED. Y� u U
® DECORATIVE POST-TOP UGHT. � TEST BLOCK. 010F 5. PROVIDE AND INSTALL 3/4-CO TO ACCESSIBLE LOCATION ABOVE SUSPENDED CEILING,UNLESS NOTED OTHERWISE FOR DATA, rn
® DUPLEX SWITCHED OUTLET.FLUSH,FLOOR MOUNTED, SZ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH TELEPHONE AND TELEVISION DEVICES.PROVIDE SINGLE GANG COMMUNICATIONS FACEPLATE AND REQUIRED NUMBER OF CAT5e 0
"Q SPOT/FLOOD LIGHT. OVERHEAD SERVICE DROP.
SINGLE GANG MUDRING.LOCATED AT 18"AFF,UNO. OR'F TYPE MODULES FOR ALL CABLES INSTALLED.INSTALL DATA,TELEPHONE AND TELEVISION DEVICES AT LOCATION IN SAME
® <
OUPID(ISOLATED GROUND OURET.FLUSH, PROVIDE(1)CAT5e CABLE TO TTB. CONDUIT AND JUNCTION BOX.
FLOOR MOUNTED. 12� EMERGENCY EGRESS LIGHT.WALL MOUNTED. TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. GENERATOR SET.MAIN BREAKER SIZE 6. DESIGN OF ELECTRICAL REQUIREMENTS,FOR MECHANICAL EQUIPMENT,IS BASED ON MECHANICAL EQUIPMENT SPECIFIED.
® FOURPLEX OUTLET.FLUSH,FLOOR MOUNTED. +18'AFF,UNO.PROVIDE(1)1 CABLE TO TTB. INDICATED. PANEL ��'(�'® MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS DIFFERENT FROM
CdN EMERGENCY EGRESS LIGHT.CDUNG THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT UMED TO OVERCURRENT PROTECTION,LOCAL
❑O SPECIAL PURPOSE OUTLET.FLUSH,FLOOR MOUNTED. MOUNTED. TRANSFER SWITCH. N g0° DISCONNECTING MEANS,WIRE SIZING AND DESIGN COSTS.
W, 9> WIRELESS ACCESS POINT,FOUR-SQUARE DEEP TYPE 78°
WIREMOLD OUTLET. CIRCUITING
WITH SINGLE GANG MUDRING.CEILING MOUNTED, GUTTER.
CIRCUITING SYMBOLS UNO.PROVIDE(I)CATSe CABLE TO ITS.
MOTOR CONNECTION.
CONDUIT SLABBED,CAPPED,AND MARKED ❑® METER AND BASE. 56"
WITH PULL CORD. TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX NEUTRAL NEUTRAL. �•
Q POWERPOLE-DUAL CHANNEL. CONDUIT UP. ❑0 WITH SINGLE GANG MUDRING.FLOOR-MOUNTED.PROVIDE
(2)CAT5e CABLES TO TTB. TRANSFORMER. 18•
PAD MOUNT TRANSFORMER. ____3 CONDUIT DOWN.
o _X-1 HOMERUN.PANE.AND CIRCUIT AS CCTV CAMERA-PAN,TILT,ZOOM,FOUR-SQUARE DEEP FINISH FLOOR
MISCELLANEOUS INDICATED. TYPE BOX WITH SINGLE GANG MUDRING AND 3/4'
CIRCUIT CONCEALED IN COILING OR WALL CONDUIT.WALL-MOUNTED.PROVIDE(1)CATS CABLE TO
O JUNCTION BOX. 3/4"-2/12,1/12G,UNO. 'SB-LCP'.COORDINATE MOUNTING LOCATION WITH OWNER Y }
o Q JUNCTION BOX,WALL MOUNTED. ___ PRIOR TO ROUGH-IN. Q
o % THERMOSTAT.COORDINATE MOUNTING RECANT WITH CIRCUIT CONCEALED IN FLOOR OR d = Z J
Q MECHANICAL.RUN 3/4°C TO UNIT CONTROLLED UNDERGROUND.3/4'-2#12,1#12G,LINO. g O O Q W
INDICATED. 00 Q (LLD, U 0
Is QX HUMIDISTAT.COORDINATE MOUNTING HEIGHT WITH GROUNDING 2 z O
0 MECHANICAL.UNIT CONTROLLED INDICATED.RUN 3/4°C CONDUCTOR SIZE lL = O W z
TO UNIT CONNOLLED INDICATED. /X'-X}X`,XLIXG 2� Yn U
m SURFACE MOUNTED PANELBOARO/ENCLOSURE.SEE RACEWAY SIZE J `CONDUCTOR SIZE d w m w J
SCHEDULE FOR TYPE. 0 GO .__I z
p i FLUSH MOUNTED PANELBOARD/ENCLOSURE.SEE NDUCiOR QUANTITY DO O w Q
SCHEDULE FOR TYPE. Q X
o O O
eMECHANICAL EQUIPMENT SYMBOL(RE MECHANICAL
DRAWINGS FOR EXACT LOCATION OF UNITS).SEE
Q EQUIPMENT SCHEDULE ON GE3 FOR POWER
REQUIREMENTS.
o ® INDICATES FIXTURE TYPE. REFER TO LUMINARE
SCHEDULE
h
'\n.. HEAT TRACE PER KEY NOTES.
'o
rc
U
O
-r
PROJECT: DA592013.00
OC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions
wwwdcengineering.neY SHEET
Phone:[phone] Project 20DAC01 GE1
0 Schn bet Engineering 2016 All Rights Reservetl

a
0
rc
V
O
COMcheck Software Version 4.1. .0 COMcheck Software Version 4.1.1.0 - •" '--• "- COMcheck Software Version 4.1.1.0
-/ Inwrlor Lighting Complleno.slaroment Ezlarlor Llphtinp Compllano.sdd_r l -/Inspection Checklist
V Interior Lighting Complia ice Certificate mm,an[e.m[emIXr:n Exterior Lighting Compliance Certificate V p
P� .a V I
a I Energy Code:20151ECC
_ a.. _ oxrnere varwan.t.t.o anem��nnn em apwi[+e:t�e,io„°e � rgy
pwrnerx ven.n tt .mmph wen anr+oWkaga m.neemry
Pnpl.cllnlorrlution dBen Cara.eOtnnma p on cnxtnst. 12-16-2020 P tlMomlation des goad to matt aep`Iremen6:0.0%were addressed tlirec[ly in the COMcheck software
`,,,,,,e r9Na Ben Caraseo�ne lnape<xan cnaElM. - t2-t6-2020 In tne-comm.ntsndsumptonr[01p is prm,ld.d by the user In the concn«%Wdr.mellts rd,ro
owwram: 2gU IECC xame.ode Agntlure pah ToIS IECC Name Ene AgnaNre pNe - rement.the user certifies th.t.csse-IssemeMwalb.met and howthatis documented or th.l an evicepNon
wujaw ima. Pmj.n n being claimed.Where compliance N Itemized in a separate[able,a rehre.c.to that table Is P.Wed.
Ia Ts,d: Naw Lonwuroo- clwn
svw,.gn: ex Lon fetdert �
E vro zare dlgnerlalm n n comm.nwli.wmpNww �
twmnwm�6m- Pwwrpam c_�-,. Czo3
i Jp P
c.rom..a.n sea. owrw,:nn.m n ca.,r.a.,. IPn.i� ooaam
idditlols.l Eh1dIdzr P.dluge(.) ant Osxialnoo,[an,a M
mwwlp,wq powr.nagwamm,a ae.mliapaMud.11.��.:...:. saialavo�: illowetlENdor lJ9htin9 Power
i%oesed Intedar I.Wiing Power e i tA--ze.eporY C a
a� owmny usidwetu9e w is C)
w` ln„arorman am U w z isae ceupery Im ods' t ino(e%C,na ewa.l clos a ❑compnas ¢ w
IPPeI? �dh ❑was xor
rwwn a�rwayl emrrl ❑xpt oesenaole
g Fwrn em❑x.t nppn I.
^ q qu m mZ.
Proposed lnserior Lighting Power rqw arwaeeww. mien pw Il uanwarmznane 3m
ioulwawee su ememaiwwn a im e O
F,alure lo.pe p n p a<er p allesl C IL%ol Im nsuppieme ei auowamx epluai""0 walls aY be appied tpnaM mmpwrce of min wntradageand naeagewMels Law ar IXo"' W
his
Proposed Eldedor Lighting Po IPngl� ❑apes xo[
ww I wM .bee E o-
dd. Oewry eI C)FhNeID:Oes"-I twnpl WeNpe p�lirgrBJeat � Pl.lum lC%ol Y ❑law apwwaq.
tT w ere iEdlHenel Cd.bb,l Udbt.tmptlon.[ Q
I Ed Ed Ed Ed
a T ® lx 1.Pomh.,rma l T T. 1.
se:own. m In
rw Pwoweews- sew rwdrraeMe Pmpweewwb- smp 3u }Y Q d
10
�t xwn lmped loan tl 1I w xnwd me11 3 1—mped Rw[31 b�
un.no napen ede:t:neao eepen ede:t:neao
dew dlene sWerprole[u4 dZOlidpKolOanowrW xatcnwysCa,[ssEledd[ yUlas3tlpMd3 EM Page Ed 9 Date nle,wIprolkdnTOTol3ooKot-oaeuw Flsn ngcnerNcx[stEi ncanE roy GlcnTopacol nr ap gal 9 wta elemm sic nj4 tpToxw3goMmo.eow Fisn xat<FerNUNSEItttrnan.nerer Ulrs�TooKOTnq�wge Jul . oau nxzu Wekts�3a3miooNeot ozmw rNn nat<neMralcoFlatdcanF,wroY edn�3po%CaT Ex vaw ew . owe nlme Wekts�3aTmTgoneotozmw rxn nemneryt[elco[IatdcalrFrwroY Wcsl3ppaeot Ex Pape sw e
c e <[ cc cc cc
�ilf c
In i�lu�q.ip- ' Flnal lwgcmn CeelPllwt Caw `�v ww °O
Ei e nPwwd ram mdYiewwxWw Z U m tT
rise t a.nog we nv dpinwt ❑❑cp'eo; u°gga aw m N
cE sow. ^arts^Is Oxdawnmm.` IW1TY� diding e rewesemauve. esgname ❑ olrservade f. [oN�
❑Cam ❑ .pwxaq. V Z m
C105.2
�a'i3 r.9"0e°e;wr:a.,.,nd.Iled In ❑wa Go:. ❑Gmpnea
❑xo IRloir.l +wro,b Im' Iw❑Does Nut w -a U
❑,�Apo,:e�:a °°" 'pndr� ❑Nw
m ibnu contrax lope lee❑commies neat[awI Im aiowea ❑xa nuol,cage N
GOS.33�Iw vee lwmnpaMswmv ❑w wra
IEV3P viwew to xcupenx. qe nd Oxol nap ca a Iniarl an ee Dooespxq s..w Earrwrgvosv.rar.aN.w-vx.. <
a05.33.n ❑CN ,you^ eservae
n,nmww ❑wa O_
w .pwkaw
E.ir ,udroa. ❑xa a ,wn so eaya Oco
I`paY3 p�p� _N. IFn.Ys o sv ero a[saPta„[a. Oxa n
LI
Spa o❑c.mnnascab,e
oN lnpmi em. whir props rw amapaatron enL owes xm
.T. wrenN mel,gndsd °❑eow.a°°I:« ❑Cd" Na<ob.e�,aga
oxq.ppn[am.
enrols. ❑xwobswvab. idd--1 CmmmeMbl—diptbn.:
I ❑-epwl[age EV.I'3
❑campll
.T. aLyllglm.na adu n ❑Imw xoe
pulpy _h repxi[ee inymlrq ❑xq o—Idble
3 3<os.:..re,Wala. ❑Nd d.s.sN
p lE-P3
iEu3` nee wo o :e«
ti iap`u n°.`i�u e ❑xppO1:ppb:ar 1. } }
o ❑ Z
'ry iitii:.. % Oct pN<[an d Z J
oo, � V0 Q C7 U
,[
0 `�iaKasb,ow ❑❑No W 2 0 z J
U W
3 .ddmonal eomm.ntari.apmpe arts. ON 1 0O p00 O W C) O
LU
°m Q X —
V, xjrn< Jj[ox xyhlmpwt tn.c tl acl mar 3l act n.al so I.—mw tl enpaunpr Tl taw enwd mw Tl O O
U ,x�gn,mpatr l„<r <,P.[rrv<r,l Imwwnler 3... m:tfi d walertrine: t : Imp _ mp t :wdl,en 3 wp.d ede:iTn.rTa waleamle: nape
QO wunle,u amcalbelkmsk oTmSooacot-oaeuw Nan xwrneryFeiradlecmranE,rrvyr naVooncot n,vap a pate rlerom oXs jkctak o3w3ooxat.o.baw nsn xatcneryrGxpF1«ttlwnFrerdy UxzzlopaeoT El°uraya tul v oau nkw eWgecRw3a—in-ob—ninxaglerysrsissis lbbl yUks,3poee .Paw ew 5 wen nlenam �.zpmjLe�o3woMep3.o.eow Fish xascnarssGNSElectrkawagy UkevopneoT nr Fage Sot v
ha
h
U
O
C
O
-r
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions
wwwdrengineering.nel SHEET
Phone:[phone] Project 20DAC01 GE2
0 Schnabel Engineering 2016 All Rights Reserved

BUILDING MECHANICAL/PLUMBING EQUIPMENT ELECTRICAL SCHEDULE o
EQUIPMENT EQUIDMENTDESCRD+TION CONNECTION CBl1CU3T/WISE CONDUIT AMPS VOLTAGE/
DESIGNATION PHASE
BRAIL-50.1 PROVIDE VFD WITH LIE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-19,21,23 3/4" 4.8 480/3
CABLE. 1#12:GND
BRA>L-50.2 PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-26,28,30 3/4" 4.8 480/3
CABLE. 1#12:GND
BRAIL-50.3 PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-25,27,29 3/4" 4.8 480/3
CABLE. 1#12:GND
CH-1 CHILLER 3#3/0:MDP-6 2" 152 480/3
DIRECT PROVIDE NEMA 1 200 3 DISCONNECT 1#6:GND 0
DSI-2 DUCTLESS SPLIT UNIT PROVIDE NEMA 1/30/2 DISCONNECT.RUN 2#12 CONDUCTORS& a
1#12 GROUND IN3/4-CONDUIT 70'HP-2'. 208 1 U
D5I-3 DUCTLESS SPLIT UNIT PROVIDE NEMA 1/3 4/2 DISCONNECT.RUN 2#12 CONDUCTORS&
1#12 GROUND IN3 4"CONDUITTO'HP-3'. 208 1 0
PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-32,34,36
EA-50.1 EA BASKET CABLE. 1#12:GND 3/4- 4.8 480/3
3#12:LSS1-2,4,6
EF-10 EXHAUSTFAN DIRECT 1#12:GND 3/4- 1.3 208 3
2#12:OFL-16,18
EF-6 EXHAUSTFAN DIRECT 1#12:GND 3/4- 5.4 208 1
3#12:LSH1-2,4,6
EF-7 EXHAUSTFAN DIRECT 1#12:GND 3/4' 2.5 208 3 w
3#12:OFH-1,3,5
ERH-1 JUNITHEATER DIRECT 1#12:GND 3/4" 4 480/3
3#IO:OFH-37,39,41
EUH-10 UNIT HEATER DIRECT PROVIDE 1 1 30 3 DISCONNECT. 1#I0
:GND 3/4" 18.1 480/3
3#lO:OFH-2,4,6
EUH-2 UNITHEATER DDECT•PROVIDE NEMA I/30/3 DISCONNECT. 1#lO:GND 3/4" 18.1 480/3
U � z
3#12:OFH-7,9,11 w
EUH-3 UNITHEATER DIRECT 1#12:GND 3/4" 4 480/3
3#12:OFH-8,10,12
i
EUH-4 UNIT HEATER DIRECT 1#12:GND 3/4' 4 480 3 -
3#12:HSH1-13,15,17
EUH-5 UNIT HEATER DIRECT 1#12:GND 3/4" 9.1 480/3 o_
3#12:HSH1-14,16,18
EUH-6 UNIT HEATER DIRECT 1#12:GND 3/4" 9.1 480/3
3#12:OFH-19,21,23 O
s
EUH-7 UNIT HEATER DIRECT 1#12:GND 3/4" 4 480/3
3#12:HSS1-56,58,60
EUH-8 UNITHEATER DIRECT 1#12:GND 3 4" 9.7 480 3
3#12:HSS1-55,57,59
EUH-9 UNIT HEATER DIRECT 1#12:GND 3/4" 4 480/3
FC-1 FAN COIL
PROVIDE NEMA 1/30/2 DISCONNECT.RUN 2#12 CONDUCTORS&
1#12 GROUND IN3/4-CONDUIT TO'HP-1'. 208 1
FC-4 FAN COIL
L
PROVIDE NEMA 1/30/2 DISCONNECT.RUN 2#12 CONDUCTORS&
1*12 GROUND IN3 4"CONDUITTO'HP-4'. 208 1 ty5y N 066
FC-5 FAN COIL o ty p
PROVIDE NEMA 1/30/2 DISCONNECT.RUN 2*12 CONDUCTORS& a�_ 'U g p
1#12 GROUND IN 3/4 CONDUITTO'HP-5'. 208 1 0 W Q z
0
2#S:OFL-21,23 yb�f,P2� O
HP-1 HEATPUMP PROVIDE NEMA 3 60 2 DISCONNECT. 1#10:GND 3/4" 32 206 1 �3b
2#I0:OFL-25,27
HP-2 HEAT PUMP PROVIDE NEMA 3 30 2 DISCONNECT. 1#I0:GND 3/4" 20 208 1
2#I0:OFL-29,31 C�
HP-3 HEAT PUMP PROVIDE NEMA 3 30 2 DISCONNECT. 1#I0:GND 3/4' 20 208 1 ^� Z
2#8:OFL-21,23 CC
HP-4 HEAT PUMP PROVIDE NEMA 3 60 2 DISCONNECT. 1#I0:GND 3/4- 32 208 1 M W
W n U
2#8:OFL-21,23 `T m
Z c�C
HP-5 IHEATPUMP PROVIDE NEMA 3R/60/2 DISCONNECT. 1#10:GND 3/4" 132 208/1 = - d1
�• n N
V Z o N
PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:MDP-1 t C
P-10.3 SEWER PUMP CABLE. 1#12:GND 3/4" 4.8 480/3 w a U
N
PROVIDE VFD WITH L1NE/LOAD REACTORS AND VFD-RATED 3#12:MDP-9 o
P-10.4 SEWERPUMP CABLE. 1#12:GND 3/4" 4.8 480/3
UTILITY GROUND WATER PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS3-38,40,42
P-50.1 PIMP CABLE. 1#12:GND 3/4" 11 480/3
�-GRCIUNDWATEIZ PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-43,45,57
P-50.2 PUMP CABLE. 1#12:GND 3/4" 11 480/3
ITfILIiY SURFACE WATER PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3:12:HSS1-68,70,72
P-50.3 PUMP CABLE. 112:GND 3/4" 11 480/3
3
�-SURFACEWATER PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#12:HSS1-74,76,78
P-50.4 PUMP CABLE. 1#12:GND 3/4 11 480/3
CHILLED GROUNDWATER PROVIDE VFD WITH L1NE/LOAD REACTORS AND VFD-RATED 3#I0:OFH-38,40,42 }
P-60.1 PUMP CABLE. 1#10:GND 3/4" 14 480/3 Z }
c CHILLED GROUNDWATER PROVIDE VFD WITH LINE/LOAD REACTORS AND VFD-RATED 3#I0:OFH-32,34,36 Q W
J
U U
o P-60.2 PUMP CABLE. 1#IO:GND 3/4" 14 480/3 � Z Q LU3#12:OFH-26,28,30 H (J U J
S P-60.3 CH L ERPUMP PROVIDE NEMA 3 30 3 DISCONNECT. 1#12:GND 3/4" 11 480/3 () Q LU N_
w Of
3#12:OFH-20,22,24 _ 0
U P-60.4 CH L ERPUMP PROVIDE NEMA 3 30 3 DISCONNECT. 1#12:GND 3/4- 11 480/3 W 2 > 0
3#12:OFH-14,16,18 LL > U LU
III CH L ERPUMP DIRECT 1#12:GND 3/4- 4.8 480/3 d m LU
3#12:OFH-13,15,17
03 P-60.6 CH L ERPUMP DIRECT 1#12:GND 3/4' 4.8 480/3 m DO 0 LU W
x 3#6:OFH-31,33,35 ¢ x
H O
4" 36 480 3
O W -1 WATER HEATER PROVIDE NEMA 1 60 3 DISCONNECT 1#IO:GND 3 U
3#6:HSS1-61,63,65
¢ WH-2 WATERHEATER PRVIDE NEMA 1 60 3 DISCONNECT 1#I0:GND 3 4" 36 480 3
RTU-1 PACKAGED UNIT 3#4:OFL-8110,12 1" 56 208/3
1#B:GND
DIRECT;PROVIDE NEMA 311/100/3 DISCONNECT.PROVIDE 1"C
TO ASSOCIATED DOC CONDOLS PACKAGE.
w �3#6:01FL-26,28,30 3/4" 42 208/3
0 PROVIDE SEPARATE NEMA 3R/60/3 DISCONNECT FOR HEATER 1#10:GND
1% COORDINATE OTHER HEATER REQUIREMENTS WITH
D MANUFACTURER
O
NOTES
1. 120V EQUIPMENT NOT INCLUDED IN SCHEDULE. -�
EQUIPMENT ELECTRICAL �� PROJECT: DA592013.00
0) SCHEDULE DC ENGINEERING
DATE: 12/23/20
Careful listening.Dynamic solutions.
SCALE:NTS -d-gi-niripilt SHEET
Phone:208.288,2181 Project:20DAC01 GE3
0 S&..bel Engineering 2016 All Rights R...,.d

����W:3i�i�]�Yia•.•'�x-I���� -�''�-©0©oY,©fY7Y©-G:�E..7 YYYY�Y�Y��Y©ooWY-Y��YYY
YFS47•_'�• '�-omuoOYYDu--�� �-©YY©ooWY©-������-YY7-�tYEr7o-YY©�
��Y--vYYl-Y70WY-- --"�."• •• "-"�Li� ""�-©YY©YYIOWY©-�0�--�-Y���-Y---�
Y��Y•OYY©Y�OWY--Q^' -' 'u�• '-" � �---Y���-Y---��®YI�Do-aY1-YFi•7o-YY��
�--Y�YIYYYYYIYY-Y---YY� �--OYWIY7O0Y--�YYY YY-' "' _" *LL.LLS��Y�0YVY7-7Fs•7u-L����
Y��-Om©WIY,O mI©O-�� �-�YYO Y7�WY--�YY-YYY-�YlY�DYYY YY®Dofa�:l��
®�-oYY-�YafP1WYo-L•�I.iiN1.3t'i.�-i[4� �--YYOYYI®WY--���--�-Y���-Y---�
i3u-��-vYYf�t.�iFl YYO-L•'T��i�.lii.�i3[:7 �---Y���-Y---���Y���om000o-Y���
YYYY--Y--YYYYYYY-Y---YYY �'�-©mrY�Y�iGlikiY EY-Li:s�FsL•7 YY-Ev7L-�Yl�-Yfk7 Y�QY Fi•7Y-Y�Er7�"��
�ale:•y�.•Rr-:�-omu•raua•eauauo-1••-•=••�:•••': rura - �-©YY®oOWY©-gym���a��uauv�a�iuuuEau �-a�
YF�C�L�S�L•�-oYY�ufIY WYo-C�u:Tcr'�FaE-Y Q'�-©YYYY YYI�WY©-gym
-
--Y-YIYYY�YY-Y---�
-©r �-omuOOE:aaauo-gym � c�-�-Y©oo-Y-- ��
Y®�-oYY©oOWYo- m ��---Y©YYlfi!•-Y-- �
PANELS RD SCHEDULE
14
YfF.7�-mc�l -oYYE^7- ©WYo-�•
im -VA
--Y�YIYYYYYYY-Y---� _
Y� -Om©DY-OmI©0- 0 YYYY�-Y�-Y©Y70-Y--�YYY . OV
YfE�C::L -oYYFJ-70WYo-l:.S'�F�-0 �ElL•�-�-YD Y•�E'Y-Y--6.L•��
Y®�-oYYDYYI�WYO-�� YYYY--Y--YY-Y-YY-Y---YYY
Y®®-DYYY E:1tiEJ©OD WYO-C:F'��
Y YYO-LF3-�� ---Y���-Y---�
-.r:��---mYraYaasarr•uo- �a o-Y--��
Y®�-oYYDOOWYo- 0 �"'L�---YffY Y�L�-Y--tri�L•�Y�
YFS6'� -OYY0YY1Gi•WYO- - -::OM
YYY�--Y-YIYYYYYIYY-Y---m - -
Yr� •�—oearavoomuo—c uui
-I �;y1j■ flu'( 1��"11 AMIE
-.7m� ^1u3 -YYYYDY7F1WYo- - 3P.
-oYY�YYIC7 WYO-1 �E3EY - Yv -DODVY,©OD©-�Y7
YYY�--Y�YIYYYYYIYY-Y---YY�
Yv�-Om©Doom©O- � Y -©©O©YYIO DY©- Y
Y4Y•C:iLi.�S'�-oYYFS-�tl E'IIkY YYYY--Y�YIY YYYYIYY-Y---YYY
YYO-c.•a�m�ana�.;: W.}Y Yv�-oDUWl0o0©©-�0
YY�--�-Y�YY�-Y---Y� Y-a�-ov000OWY©-gym
ELLM
Yf{[:'�L':.-�-Eam utauaa:a■J FJ ra-�::�-F:t- Ytr"'��-Ea r:■o YYY��i W YE--�r.+s:�
Yu.�Ls:.r�--YYY6Y u�o WYEY--L.•'P�-ear -• "' ' Y® -om_OY7Y7�6'70©- - Q47M
Yf®1 -:_��¢:�--Yk7uDu7C7 F�7u©-fil��� : r•,`- . -... _ ®® Y©®-o Ya YYIOW o- Y�
YY�--Y�YIYYY YYYY-Y---YYY _ YFE�c�(..T�-Ea c�7F3®_o OFi'7oo-L.�Y�
0-
YYY�6.:7��-Y�YYFr7 LYi:7YY0-W '. " -:'J� • .. •T �--��Y���-Y---�
YYYY�-Y-YY�YYI©WYO- m - pp -
��-oYY©ooWYo-gym 1• -�-ramuoYa-a
YEi� � EYYYEiI � Y W�u�
Y�®Y�OYYhIVii7 WYO- -}ryY ®-OYYE7OY-WYO-® E� ii� W=� i "•
YYYY--Y-YIYYYYYYY-Y---YYY c .mrv.-a.�-vYY�tiuWYv-r'� itiY ®®�© ®o©© ©=®®
YY��-Y-YIY■r:�Yi L'Y-Y--�YY� --Y-YIYYYYYIYY-Y---YYY .'x �OFs� � E7oi! �:.,.
�.-.,:•--_w
YYYYkiL[.�Y�Y�YIYWL�W WY--F7riL�Y� m .. -S-YYL�Yt-iP�WYV-r+ ..= �;•Y ---allmonnnY-Y\-
c.. -0©O�YIY.YE.�E.�YEi- -v>I
�.... -vYYY-YYfEiWYO- .'=�iE.:Y Yv -©�oDo00o©-�Y
Yv�—000mY�ovo©o. -•c .�..,'• - .c�Y
YYYY--Y-YIYYYYYIYY-Y---YY-
Milam
- ---YY•FaYtliFa EAYO-�r -. a� Y� '-'•• -'®" o©DY©Y700oo-�YW
-aaYYraY�iur�uo-�� - �,. ..:•a ��-�oouuu■�oo-moo
Fl::.:,�-�eaur�ursa■.;•Y--��� ��-�-�v000000--��
�'.•- :, ' .•• , ' --YY-YYYY-YY-Y---� YYY�F:i.L�-Y�-Y{:'a Y.�u-Y--PJi:L�YYY
lii:L•�-�-Y fiY Y!u-Y--eaves�
0�-00000©vu--w
®-00'Y©OODYfa-®°u'�YL'Y
0 -oYYoomWYo- �� �
damMo
-
�F9Lf��-��Y-'7Y,®YIYEY-1„. ,r"-�Icxs�iF�7 ®�.3-na- i-a.,.�n r�r:�r�..ra•;u� ... _
-
®MEMO
IBM
-m-YDYYIOWY--�Y� -Q4a•� - -E-W YaataOWYFa- •.-•y:� L••71ra .. _ ,. -©©•uo-YEaEi7o�7-Q44�Y
�--�-Y���-Y---� -iL"��.'--a`YYYEYt�-'!WY•7-m,o:'s�.rs Y®®-©ao©<�oE7uEY- Y� `
YYY�6L4•�-Y�-Y6SYY.•ucl-Y--t7..4�YY� -IL•7�:.�--Ymu-�Y.IV■F7 El EY-®-fv ��r .ma�a�-©0'YiaOOO'YEY-��i0
�.�I. -aaYYV YitF7 WYFa-�-IFia �--�-YYYY-YY-Y---YYY
-Qg��r,..rs:.»rs. --YYY<iY-i�iWYEY-L�-FtY Y® 'LGGE�-WIO'YVY100YW1-�Yv
- - - _ - - ----®©--------- fYa''�Illftd`�--aCi•JYY.-YfEi Ci7f■--FJ�.tiL�-
iS}��-aaYY�Y>�II WYV-I:�-F..7 ��-�FilYfFI-YdFs7Y--Fi.�d�YY�
���-oYYtFIYiWWYu-ix��:•a ��-�DY®Y�Ovo--[L:yt��
-�L.S�-©m©ILL-DO©V-I�� �F".Y:1:��-�Ci'luflY-if{�Ci7u--FliliL��
if[:•�Lv:S--©YYEia Yam•%•W Y V-I:F�E'rifY
-ihiW L:Y---YYYE�<�E:lYYt1-I:F�EFlra _
-- -Y���-Y---� _ _ _ -AAl
-rr��!:r�--amu�aY�Ea■�uo-�- OVA V
-IPi-L:3��-aa YY■:ra Y>EJ>1WYV_-_I:��-:IIa
rmc-3:-.+irm�m� -.�rr.T'3lif� - y71^'=-.:1. P. -EYF7F7E5-t.YB'YF.7E7ti-.YG�i3�E:m• ..
-{y;;•�1•J_•na:.•a:nd,:e�-�YYEi�Y;YE:i W YiYOlivk�MumOVA A
.. -F•:}�I•..< -EYY Y7 t�LVYWYO-71�Yi��rrY . .
-YYYIYYYYY Imm---S IIIIIIII YY-
Y6,.alr, -�YYIIIMS tlWYfYOIr'd-t:7/Y
-
M�MM
Yru•�--a0000avoEa-uw
00©� 0 --Y�-YYYY-YYWY---�
- c:>•��-ea�uauYao■uu�-�-Ma
v '����o��®�o���� YY�rL:c��-�-Ytaa�asaWY--r::z��Y� �������������� • -
��-Y�-YY�Y-YY-Y-- YYY - - - - - •
o ono© o�
- - YiE>• -© -
�,a -aaYY�Yaaaao-- ��
>_
.. vo-aYa ■ago _
moEaY�uco� uiii ■
-Y Y •
Yrv� -at�onY.u-a�u�a �a
-p,-r a:.... alaaEaY F3aYJ OFiIY--E. � - YQ:.�E �--YOYY•tY�E7EY7EY- r.-i..a, eid,Y
•
Y ��-YY-YYYY-YY-Y---� r •
YY-F;..._�-�EIY•..LYDOY--�� Y"v"' " '®-©0'oYaYi�WY©-�0' ..
��-�oo©ovvo©o�� Ya:.� --aEJ©�aummeata- ._ d+a • •
PANELBOARD SCHEDULE
Y!.}'�'.. _. -ah"']YYi•la■:'>Y Fa-i .. .. >_• f[•-.:a YQ".:� -©YYYaY��WY©- 0
0 •
0� ..... _Mi mm a00■JY to-� 0 CTdd ,. ; _ -- -Y���-Y---� ■
YY-e��-tee o•�Ya�uauu- ut:a _ Y��-�eaor�ooeao--�Y�
Y�•�i� .,: ::., - moo-a©■;�o--��� ��-�ouoY�ovu--��
E::-1•- .,... --ar�uaaYaueau--��� ��---Yvov-Y--��
_ Y■r;a��-�mouu�e�u�-E:L:•�Y:�:� �o-:Yc:�---Yrut�rruWY--o-s���
��til■et�--a ea u•ut u•ta■u u--���
�Fi�l��-�F.dIY•ka<1�u E.7 Y--Fig Gib
YYYYF]1Ja�Y�Y-CJY•fa Y:-W C:J Y--F]..4.��
1 11
OVA OVA
1

a
0
PHOTOCELL
LOCATED ON ROOF
FACING NORTH
0
rc
U
LUMINAIRE SCHEDULE-OXBOW FISH HATCHERY
LAMPS _ _
CHLI� A2Z AN�A CFLO7LC4U CA- LED 34A MVOLT SURFACE PROVIDE"EM"BATTERY PACK WHERE LCP CKT
INDICATED l
GL1 METALUX 22AWGiD4UNVi84PCD1-U LED 34.5 MVOLT RECESSED PROVIDE"EL7W'BATTERY PACK WHERE
INDICATED
I
KBRS UTHONIA KBR9-16C53P40KSYWMVOLT-PE-0BLBXD LED 22 MVOLT GROUND
LBL4 LITHONW LBL4-4000LM-SOCR4 K-Mllhhl ZT-MVOLT LED 32 MVOLT CEILING/CHAN PROCVIIDEDEL7 BATTERY PACK WHERE TRANSFORMER
INDILSV MAXUTE LS-V4-V4S50 LED 45 MVOLT SURFACE PROVIDE"EM"BATTERY PACK WHERE
INDICATED
PLt LITHONIA RSX2Y140K-R4-MVOLTAPA WITH LITHIONIH RSS 305E POLE LED 71 MVOLT POLEzt
INTEGRAL MOTION SENSOR TO SHUT EDP-11 (OFFICE/INCUBATION INTERIOR) LINE R1
PL2 CRWSE HINDS PVMSL-J-UNVi WITHV63-H-MHC-RTG-G-JMS POLE ORDCAMIVI LED 43 MVOLT POLE LIGHT3 OFF WHEN NO MOTION IS LQAD " w Z
4 w
Hall EATON VT4LED-DS24-0RF-UWV 840-ELl0 -CD-2-WL-U LED ll 9 UNV STEM MOUNTING KIT. PROV DE DEL10WV BATTERY PACK WHERE EDP-13(SITE LIGHTING) LINE R2 ASTRONOMICAL z
ORDERED SEPARATELY INDICATED LOAD
TMECLOCK o w
RC1 UTHONIA LDN635-25-LWO-AR-LD-120 LED 28 277 RECESSED LINE R3 -
EDP-10(SITE LIGHTING) LOAD13
a
TZL LITHIONIA T211Ni96SMR-10000 ST-MVOLT40K-80CRI LED 68 Ull SURFACE/SUSPENDED PROVIDE"E7W'BATTERY PACK WHERE o p
INDICATED LINE R4
LIGHTS TO 37%UCIH ING POWER LOAD W
(FACTORY DEFAULT)WHEN NO MOTION IS
WLt LTTHONN DSXW1-LE0.10C-T00-40K-TFTM-MVOLT-PIR-0DBXp LED 26 MVOLT WALL LIGHTSDETECTEOFFAND WHEN
SHUT Lam R5
LIGHTS OFF WHEN DAYLIGHT IS F
AVAILABLE.PROVIDE'ELCW BATTERY LINE R6
LOAD RELAY CONTROL
WL2 LITHONIA DBXW1-LED10C-700.401(-TFTM-MVOLT-DEl LED 26 MVOLT WALL WALL PACK WITHOUT INTEGRAL MOTION LINE R7 CARD
SENSOR
LOAD
LINE R8 NpV
LIGHTS TO 37%LIGHTING POWER LOAD 55\O Q. 9066
(FACTORY DEFAULT)WHEN NO MOTION IS �1
WL3 LITHONIA WST-LED- VW K-VW-MVOLT-PIRH LED 50 MVOLT WALL DETECTED AND AUTOMATICALLY SHUT ¢TU p F
LIGHTS OFF WHEN DAYLIGHT IS n C7 Z 0
AVAILABLE.PROVIDE S7WC'BATTERY y 0 0!PACK WHERE INniCATFn ¢ O
WV1 EATON 60S2SWtLWS27-UNV-MW-2VTB LED 20 MVOLT1 WALL
L-——— --J
O LUMINAIRE SCHEDULE INPUTS M
SCALE:NTS SWITCHES z
NOTES
1. DETAIL SHOWN FOR DESIGN INTENT. COORDINATE SPECIFIC w E
REQUIREMENTS WITH MANUFACTURERS LITERATURE AND w 0
SPECIFICATIONS. PROVIDE A MINIMUM OF(8)1 POLE RELAYS.
2. RELAY SHALL BE SUITABLE FOR LED,FLUORESCENT AND H.I.D. _
FIXTURES. U -�
z
3. MOUNT PANEL IN ELECTRICAL ROOM NEAR ELECTRICAL PANELS. V'w g c
a U
� Vl
CONTROL PANEL REQUIREMENTS 3
PANEL SHALL BE CAPABLE OF LIGHT SWEEP ON/OFF CONTROLS FOR
BUILDING LIGHTING SHUT DOWN.
EDP-10 AND EDP-13 SHALL BE SHUT OFF WHEN DAYLIGHT IS
AVAILABLE.
EDP-13 TO SHUT OFF FROM MIDNIGHT TO 6 A.M.
EDP-11 TO SHUT OFF DURING OWNER-SPECIFIED UNOCCUPIED HOURS.
PROVIDE OVERRIDE SWITCH WITH BUTTONS,INDICATOR LIGHTS,AND
LABELS FOR EACH CIRCUIT/AREA CONTROLLED.
3
LIGHTING CONTROL CABINET w
ODETAIL a W D
a SCALE:NTS EL
U p Q J_
o O w _U L1J Q
�, ° U coo
U
U W 2
2
0 0 X J z z
m M M ° W P Q
a O O =
a J
U
O
K
U
O
i
Q
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
wwwdtengineerittl SHEET
Phone:2M.2M,2181 Project:20DAC01 GES
0 Schnabel Engineering 2016 All Rights Reservetl

a
0
6 FOR PVC PLATE USE FUSION
A d OR SOLVENT WELD
WALL OR HANDRAIL LENGTH
SBOLT,
LEN
a COLUMN LENGTH AS REQUIRED
ADJUSTABLE LINKED - PVC SCHD 80 SEE NOTES 2&3
RUBBER SEAL a - CONDUIT SLEEVE
10
ROUND EDGES
WIRING DEVICE OR NUTS AND
ELECTRICAL EQUIPMENT LOCKWASHERS
— � 3/16 ALUMINUM PLATE o
z
CONDUIT ¢ DUPLEX RECEPTACLE IN CAST 3116 AL PLATE
CONDUIT THROUGH ALUMINUM FS DEVICE BOX WITH
WALL FOR CONTROL WEATHERPROOF COVER DEVICE BOX
p_ a 1/4"THICK PLATE WALL FLANGE. STATIONS MOUNT @ z
d d SAME MATERIAL AS SLEEVE. 4'-O"i
h
PIPE STRAP - >
a 1/2"RADIUS,TYP �
p FLOOR OR PLATFORM NOTES: a
1. THIS DETAIL SHALL BE USED FOR MOUNTING DEVICES OF ALL WIRING
DEVICES AND JUNCTION BOXES 4 INCHES SQUARE AND LESS ON
HANDRAILS WHETHER DETAIL IS CALLED OUT OR NOT. w i
WATERTIGHT WALL 2. ALL HARDWARE TO BE STAINLESS STEEL.USE WASHER AND SPLIT w
PENETRATION DETAIL NOTES: LOCK-WASHERS WITH ALL NUTS. w
SCALE:NTS 1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.USE WASHER AND 3. ALL EDGES AND THE ENDS OF ALL U-BOLTS WHICH HAVE BEEN CUT c a
SPLIT-LOCK WASHERS UNDER ALL NUTS. SHALL BE FILED SMOOTH. o
2. ON CONCRETE WALL USE STAINLESS STEEL INSERTS,MOUNT ENCLOSURE ON 1/2" w
SPACERS OF 1/2"SCHEDULE 80 PVC CONDUIT. 0
3. BOX ES6 INCHES SO ARE AND LESS SHALL BE SUPPORTED BY TWO INSERTS.LARGER TYPICAL DEVICE MOUNTING
BOXES SHALL BE SUPPORTED BY AT LEAST FOUR. DETAIL o
SCALE:NTS
WALL OR COLUMN MOUNTED
DEVICE DETAIL �55`°NPR
CROSS SUPPORT CHANNEL,
SCALE:NTS LENGTH AS REQUIRED,TYP z c9i s a
INSIDE OF­, .a. y ` o Q o
STRUCTURE POST BASE ATTACHED TO as<� OVERSIZE UNDERSIDE OF CANOPY WITH 112" "U3y s
SLEEVE 1/4"ALUMINUM CONCRETE ANCHORS
MOUNTING PLATE
L_ ____J 5116"SST U-BOLTS, Z
I I NUTS AND LOCKWASHERS _
HANDRAIL
I I w mM U
ADJUSTABLE GLA5ND a..a .a I I ROUND EDGES ^ Z o m y
LOCATED WHERE i
ACCESSIBLE _ ____
I I 1-5/8"X 1-5/8"12 GAUGE AL 0 0 0 y N d
I _ I MULTI-GRIP V Z � a
FRAMING CHANNEL 0 m o @
I I 0 PIPE CLAMP, N t c
I I LENGTH AS REQUIRED TO TYP w a N
LIMIT UNSUPPORTED CONDUIT
NOTE: I I LENGTH TO MAXIMUM VALUES 3
USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS OF BUILDING I I ALLOWED BY NEC e
EXTERIOR WALLS ARE BELOW GRADE. I I
SECTION A FOUR HOLE TEE PLATE, 0 0
WATERTIGHT WALL CONDUIT 1/2"RADIUS,TYP SCALEATS (TYP EACH CROSS MEMEBER) ® CONDUIT RISER,TYP
DETAIL 0
SCALE:NTS ELEVATION
SCALE:NTS M ° VERTICAL SUPPORT
2
CHANNEL FRAMING
0 NOTE:
1. ALL HARDWARE SHALL BE STAINLESS STEEL.USE WASHERS AND SPLITLOCK
WASHERS ON ALL NUTS AND BOLTS. Cn
*� 5/16-"
CHANNEL NUT POST BASE ATTACHED TO FLOOR Y } J
0 2. DIMENSIONS SHALL BE AS REQUIRED FOR EQUIPMENT TO BE MOUNTED.EDGE WITH 1/2"CONCRETE ANCHORS Q W Q
o OF MOUNTING PLATE SHALL EXTEND A MINIMUM OF 2"EACH SIDE OF THE a = Z J
MOUNTED EQUIPMENT. U U U LLI
LU
rc 3. THIS DETAIL SHALL BE USED FOR MOUNTING EQUIPMENT AND JUNCTION 2 lY
BOXES WEIGHING LESS THAN 50LBS ON HANDRAILS WHETHER DETAIL IS LU 5/16"x20 STAINLESS2
CALLED OUT OR NOT.EQUIPMENT MOUNTING SHALL NOT REDUCE WIDTH OF A STEEL FH MS LL U
WALKWAY TO LESS THAN T-0". d m W Q
SECTION B zzo
m o w Zz
o SCALE:NTS ¢p xp
U)
HANDRAIL MOUNTED VERTICAL CONDUIT SUPPORT
EQUIPMENT SUPPORT DETAIL
SCALE:NTS SCALE:NTS
oo
w
U
0
Q
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
www.drengineering.nef SHEET
Phone:208.288,2181 Project:20DAC01 GE6
0 Schnabel Engineering 2016 All Rights R...,.d

a
WARNING TAPE
RUN LENGTH OF TRENCH
FINISHED GRADE CUT/REPAIR ROAD AND SIDEWALK
�AS REQUIRED.
x 12" j" OVERFLOW DRAIN
COMPACTED BEDDING RAIN DRAIN HEAT TAPE
EARTH BACKFILL PER o
SPECIFICATIONS 24" MIN WEATHERPROOF J-BOX
AND COVER
COMPACTED EARTH RAIN DRAIN
BACKFILL PER MANUFACTURERS
SPECIFICATIONS TERMINATIONS KITS USED
IN -BOXES.
CONDUITS (SEE PLANS FOR 12'
3" MIN QUANTITY AND SIZE). SEE NOTE
BELOW. M
ROOF JACK
a
a �
ROOF LINE
z
NOTE: z
UTILIZE DUCT BANK SPACERS
WHERE 3 OR MORE CONDUITS ARE �m i
INSTALLED IN TRENCH. USE #12 0
GALVANIZED IRON TIE—DOWN WIRE INSULATION AS REOD TO
AROUND THE DUCT BANK AT A MANUFACTURERS FILL CAVITY o
MAXIMUM OF 4'-0" APART ALONG TERMINATIONS KITS USED
IN J-BOXES.
THE ENTIRE LENGTH.
GALVANIZED STEEL
SHEET METAL
D = 3" MIN FOR 2" AND LARGER ESCUTCHEON ON o
CONDUIT MECHANICAL ROOM SIDE CONDUIT
D = 2" MIN FOR 1-1/2" AND OF PENETRATION .�a
SMALLER CONDUIT SIDE VIEW GALVANIZED STEEL PIPE
SLEEVE LARGER SIZE
THAN CONDUIT O�pV 9
DUCT BANK DETAIL 10
o o Q o
SCALE:NTS
CONDUIT ENTRY THRU MECH
RM WALL/FLOOR
PACK WITH ONE PART POLYURETHANE SCALE:NTS
IMMERSIBLE SEALANT SST HOSE CLAMP /A♦Z
EXTERIOR CONCRETE WALL
SILICON BRONZE PIPE
BOLTS,NUTS AND •V w M v
WASHERS.SIZE TO
SUIT,TYP. Z w rn
GROUND BUS, GROUND CABLE Z .:" c
HARD DRAWN CONNECTOR w �S'g`c
OD OF CONDUIT PLUS 1" COPPER BAR EXOTHERMIC WELD u cLi
I I I MIN. 3/S'THICK TO CABLE rn
I I I GROUND CABLE BUSHING
— (SIZE AS SHOWN <
ON DRAWING) MOUNTING HEAT STRIP
'III '' NON-METALLIC BRACKET AS INSTALL PER MFR'S
UNDERGROUND CONDUIT I•`';'.�. GALVANIZED STEEL PIPE SLEEVE CONDUIT FLOOR REQUIRED REQUIREMENTS
WITH SEEP RING
J-BOX_/ J-BOX ASSEMBLY
NOTEi ASSEMBLY
MAXIMUM SPAN BETWEEN SUPPORTS LINE OR AMBIENT
NOTE: NOT TO EXCEED 24'. SENSING
CONDUITS WHICH INDIVIDUALLY ENTER A BELOW GRADE STRUCTURE THERMOSTAT
o ABOVE GROUND WATER LEVEL SHALL BE INSTALLED IN ACCORDANCE WITH CONDUIT CONDUIT TO POWER
THIS DETAIL. TO PLC SOURCE
ELEVATION (f)
u > > J
0
a
ry a w Z J —
a g = O Q LL1
U
o < cD U_
w
CONDUIT UNDERGROUND HEAT TRACE CONNECTION W = 0
GROUND BUS DETAIL v
�
ENTRANCE DETAIL SCALE:NTS DETAIL o m W o
SCALE:NTS SCALE:NTS O O x J
m3
0 0 0 o W
I)
U
Q
h
h
f
U
O
C
U
O
-r
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions
wwwdcengineering.nel SHEET
Ph..:2082882181 Project 20DAC01 GE7
0 S,h,,bel Engineering 2016 All Rights R,,,,,d

CONTROL SYMBOL LEGEND LEGEND IS GENERAL IN NATURE. NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT.
ELECTRICAL ABBREVIATIONS PLAN SYMBOLS CIRCUITING SYMBOLS INSTRUMENT & EQUIPMENT ABBREVIATIONS PROJECT GENERAL NOTES
A AMPERES A 1. ALL CONTROL EQUIPMENT AND SYSTEMS SHALL BE
AHJ AUTHORITY HAVING JURISDICTION AAH ANALYSIS ALARM HIGH L R INSTALLED IN ACCORDANCE WITH THE NATIONAL
AM AMBER CONDUIT UP AAL ANALYSIS ALARM LOW LA LEVEL ALARM RTD RESISTANCE TEMPERATURE ELECTRICAL CODE, UNIFORM FIRE CODE, AND ALL OTHER
AWG AMERICAN WIRE GAUGE XX DEVICE CU - REFER TO ACV ANALOG CONTROL VALVE LAH LEVEL ALARM HIGH DETECTOR STATE AND LOCAL CODES. CONTRACTOR SHALL
CABLE SCHEDULE
E WHEN NO HOME CONDUIT STUBBED, CAPPED,C CONDUIT RUN IS PROVIDED AND MARKED WITH PULL CORD AE ANALYSIS ELEMENT LAHH LEVEL ALARM HIGH HIGH RTU REMOTE TERMINAL UNIT IMMEDIATELY NOTIFY ENGINEER IN WRITING IF PORTIONS OF
CB CIRCUIT BREAKER
AIT ANALYSIS TRANSMITTER LAL LEVEL ALARM LOW THE DESIGN SET OR FIELD CONDITIONS DO NOT MEET
rc
CO CONDUIT ONLY, PROVIDE PULL-LINE • CONTROL EQUIPMENT CONNECTION —> CONDUIT DOWN ASDH ANALYSIS SHUTDOWN HIGH LALL LEVEL ALARM LOW LOW S REQUIRED CODES. m
CR CONTROL RELAY ASDL ANALYSIS SHUTDOWN LOW LC LEVEL CONTROLLER S SOLENOID
—►X-# SINGLE CIRCUIT PANEL HOMERUN, ASH ANALYSIS SWITCH HIGH LCV LEVEL CONTROL VALVE SAH SPEED ALARM HIGH 2. THE ELECTRICAL CONTRACTOR SHALL INCLUDE A MINIMUM
CV CONTROL VALVE PANEL AND CIRCUIT AS INDICATED ASL ANALYSIS SWITCH LOW LE LEVEL ELEMENT SAL SPEED ALARM [LOW] OF 40 HOURS START UP ASSISTANCE TO THE
DC DIRECT CURRENT LI LEVEL INDICATOR SC SAMPLE CONNECTION PROGRAMMER. THE CONTRACTOR SHALL BE ON SITE AND
CIRCUIT CONCEALED IN C LIC LEVEL INDICATOR SD SHUTDOWN PANEL AVAILABLE TO WORK WITH THE PROGRAMMER TO PERFORM
DET DETAIL CEILING OR WALL CFA COMMON FAULT ALARM CONTROLLER SI SPEED INDICATOR SYSTEM TESTING, CALIBRATIONS AND COMMISSIONING
(E) EXISTING 1/2"-2#12,1#12G UNO CDR CORROSIMETER LIT LEVEL INDICATOR SR SPEED RECORDER ASSISTANCE DURING THIS TIME.
CIRCUIT CONCEALED IN CST STOP COMMAND TRANSMITTER SS STEAM SUPPLY
CV CONTROL VALVE LLH LIQUID LEVEL HIGH SSH SPEED SWITCH HIGH 3. INSTRUMENTATION DEVICES, WIRING, TERMINATIONS AND w
F FUSE FLOOR OR LLL LIQUID LEVEL LOW SSL SPEED SWITCH LOW LOOP TESTING WILL BE CONDUCTED BY THE CONTRACTOR
FVNR FULL VOLTAGE NON-REVERSING UNDERGROUND E LS LEVEL SWITCH SV SOLENOID VALVE AND VERIFIED BY THE ENGINEER OR HIS REPRESENTATIVE
MISCELLANEOUS ES ELECTRICAL SWITCH LSDH LEVEL SHUTDOWN HIGH T PRIOR TO START UP. PROVIDE THE ENGINEER A MINIMUM
G GND GROUND rGROUNDING
a
/ 1 CONDUCTOR SIZE ESD EMERGENCY SHUTDOWN LSDL LEVEL SHUTDOWN LOW TAH TEMPERATURE ALARM HIGH OF TWO DAYS NOTICE PRIOR TO TESTING SO wo
GN GREEN ## MISCELLANEOUS DEVICE 1 STATION LSH LEVEL SWITCH HIGH TAHH TEMPERATURE ALARM HIGH ARRANGEMENTS CAN BE MADE FOR VERIFICATION �� a
(## INDICATES P&ID INSTRUMENT 3/4"-3#12,1#12G ESDV EMERGENCY SHUTDOWN LSL LEVEL SWITCH LOW HIGH PERSONNEL TO BE ON SITE.
H HEAT ABBREVIATION) 1T t VALVE LSHH LEVEL SWITCH HIGH HIGH TAIL TEMPERATURE ALARM LOW o
HH HANDHOLE RACEWAY SIZE L CONDUCTOR SIZE LSLL LEVEL SWITCH LOW LOW TALL TEMPERATURE ALARM LOW 4. PROGRAMMING SHALL BE PROVIDED BY DC ENGINEERING,
HMI HUMAN MACHINE INTERFACE CONDUCTOR QUANTITY F LT LEVEL TRANSMITTER LOW CONTROL SYSTEM TECHNOLOGY OR PRE-APPROVED EQUAL.
HOA HAND OFF AUTO FAH FLOW ALARM HIGH TC TEMPERATURE CONTROLLER NONE OTHERS SHALL BE ACCEPTED. i
HVAC HEATING, VENTILATING, & AIR FAHH FLOW ALARM HIGH HIGH M TCV TEMPERATURE CONTROL m w
REVISION TAG HOMERUNS SHALL 3 a
CONDITIONING FAIL FLOW ALARM LOW MAH MOISTURE ALARM HIGH VALVE
HAVE 3/4" RACEWAY FALL LOW ALARM LOW LOW MAHH MOISTURE ALARM HIGH HIGH TD TIME DELAY N
1 IONIZATION /�\ MIN, UNO FC FAIL CLOSE MAL MOISTURE ALARM LOW w
ID IN-DUCT / L\ FCV FLOW CONTROL VALVE MALL MOISTURE ALARM LOW LOW
WIRE SIZE SHALL BE a
IC INTERRUPTING CAPACITY FE FLOW ELEMENT ME MOISTURE ELEMENT TE TEMPERATURE MEASURING
IG ISOLATED GROUND REVISION NUMBER #12(CU) UNO. FFA FLAME FAILURE ALARM MT MOISTURE TRANSMITTER ELEMENT m w
1/0 INPUT/OUTPUT FFSD FLAME FAILURE SHUTDOWN MIT MOISTURE INDICATING TH THERMOSTAT
IP INTERNET PROTOCOL ADDRESS FI FLOW INDICATOR TRANSMITTER TI TEMPERATURE INDICATOR SHEET INDEX
FIC FLOW INDICATOR CONTROLLER MS MOISTURE SWITCH TIC TEMPERATURE INDICATOR °
J/JE JUNCTION BOX CONTINUATION TAG FIT FLOW INDICATOR MSH MOISTURE SWITCH HIGH CONTROLLER GI 1 INSTRUMENTATION & CONTROLS LEGEND AND NOTES - I
TRANSMITTER MSHH MOISTURE SWITCH HIGH HIGH TIT TEMPERATURE INDICATOR GI 2 INSTRUMENTATION & CONTROLS LEGEND AND NOTES - II
KW KILOWATT FO FAIL OPEN MSL MOISTURE SWITCH LOW TRANSMITTER GI 3 INSTRUMENTATION SCHEDULE
KWH KILOWATT HOUR 1-2 2 A FQ FLOW INDICATOR TOTAL MSLL MOISTURE SWITCH LOW LOW TJI MULTIPOINT TEMPERATURE GI 4 PROCESS NETWORK DIAGRAM t>P�
FQI FLOW INDICATOR WITH THERMOCOUPLE INDICATOR 9�
LOC LOCATION TOTALIZER N / GI 5 CA NETWORK DIAGRAM e Q,
TR TEMPERATURE RECORDER GI 6 CABLE BLE SCHEDULE - 1 0
LT LIGHT CONTINUED ON SHEET UNIQUE IDENTIFIER FIR FLOW RECORDER NC NORMALLY CLOSED TRC TEMPERATURE RECORDER d �
GI 7 CABLE SCHEDULE - II
FRC FLOW RECORDER CONTROLLER NO NORMALLY OPEN CONTROLLER u
GI 8 INSTRUMENTATION & CONTROLS DETAILS - I
M MAGNETIC CONTACTOR COIL FRT FLOW RECORDER TRT TEMPERATURE RECORDER GI 9 INSTRUMENTATION & CONTROLS DETAILS - 11
MB MAIN BREAKER TRANSMITTER P TRANSMITTER rsi Q
MFG MANUFACTURER FS FLOW SWITCH P PNEUMATIC SIGNAL TSDH TEMPERATURE SHUTDOWN 10 1 1 SITE INSTRUMENTATION PLAN �3b
MS MOTOR STARTER FSDH FLOW SHUTDOWN HIGH PAH PRESSURE ALARM HIGH HIGH 10 1 2 WELL PUMP P&ID
MH MANHOLE FSDL FLOW SHUTDOWN LOW PAHH PRESSURE ALARM HIGH HIGH TSDL TEMPERATURE SHUTDOWN
FSH FLOW SWITCH HIGH PAL PRESSURE ALARM LOW LOW 20 1 1 INTAKE PUMP STATION P&ID
N NEW FSL FLOW SWITCH LOW PALL PRESSURE ALARM LOW LOW TSH TEMPERATURE SWITCH HIGH v
(N) 20 1 2 INTAKE PLATFORM & AIRBURST BLDG. INSTRUMENTATION PLANS
N NEUTRAL FT FLOW TRANSMITTER PB PUSHBUTTON TSL TEMPERATURE SWITCH LOW 20 1 10 INT-RIO PANEL LAYOUT Q�z
NC NORMALLY CLOSED PEST START PUSH BUTTON TSP SCADA TEMPERATURE 20 1 11 INT-RIO PANEL BILL OF MATERIAL
NEC NATIONAL ELECTRICAL CODE H PBSP STOP PUSH BUTTON SETPOINT 20 1 12 INT-RIO PANEL SCHEMATIC 1
NET NETWORK H HYDRAULIC PBOP OPEN PUSH BUTTON TT TEMPERATURE TRANSMITTER 20 1 13 INT-RIO PANEL SCHEMATIC 2 w E
NIC NOT IN CONTRACT HAA SCADA HAND/OFF/REMOTE PBCL CLOSE PUSH BUTTON TW THERMOWELL 20 1 14 INT-RIO PANEL SCHEMATIC 3 ,v w SM 0
NO NORMALLY OPEN HAO SCADA OPEN CLOSE PEON ON PUSH BUTTON
NTS NOT TO SCALE HAP SCADA EMERGENCY STOP W 20 1 15 INT-RIO PANEL SCHEMATIC 4 Z Nm of
PROF OFF PUSH BUTTON v^�
PEES EMERGENCY STOP PUSH 20 16 INT-RIO PANEL SCHEMATIC 5
HAP SCADA RESET WH WATER HEATER
0 L OVERLOAD HAS SCADA SPEED SETPOINT BUTTON w
30 11 AERATION TOWER P&ID V� a
OFCI OWNER FURNISHED CONTRACTOR HAT SCADA START/STOP PER RESET PUSH BUTTON Y 30 1 2 AERATION TOWER INSTRUMENTATION PLAN A t Z lt-
INSTALLED HMV HYDRAULIC MOTOR OPERATED PC PRESSURE CONTROLLER YA STATUS ALARM v/w maL
VALVE PCV PRESSURE CONTROL VALVE YR STATUS RUNNING 40 1 1 ADULT HOLDING P&ID ai
PC COMPUTER HS HAND SWITCH RE PRESSURE ELEMENT 40 1 2 TYPICAL RACEWAY CROWDER P&ID
PLC PROGRAMMABLE LOGIC CONTROLLER HSA HAND/OFF/AUTO SWITCH PI PRESSURE INDICATOR Z 40 3 RACEWAY AREA INSTRUMENTATION PLAN 2
P/N PART NUMBER HSLR LOCAL-OFF-REMOTE SWITCH
PIC PRESSURE INDICATOR ZCL POSITION CLOSED 40 10 CROWDER PANEL LAYOUT
v
PS POWER SUPPLY HSS START-STOP SWITCH CONTROLLER ZE POSITION ELEMENT
PIT PRESSURE INDICATOR AT POSITION INDICATING 50 1 1 SORTING AND SPAWNING P&ID
PVC POLYVINYL CHLORIDE TRANSMITTER TRANSMITTER 50 1 2 BASKET CONTROL P&ID
PJI MULTIPOINT PRESSURE A POSITION INDICATOR 50 1 3 SORTING AND SPAWNING INSTRUMENTATION
QTY QUANTITY CURRENT SIGNAL INDICATOR ZL POSITION LIGHT 50 1 10 SB-RIO PANEL LAYOUT
I/F INTERFACE RJR MULTIPOINT PRESSURE ZOP POSITION OPEN 50 1 11 SB-RIO PANEL BILL OF MATERIAL
RE) RED RELOCATED 1/1 CURRENT INDICATOR RECORDER ZS POSITION SWITCH 50 1 12 SB-RIO PANEL SCHEMATIC 1
IIT CURRENT INDICATING PL PILOT LIGHT ZSP SCADA POSITION SETPOINT 50 1 13 SB-RIO PANEL SCHEMATIC 2
TRANSMITTER POV PNEUMATICALLY OPERATED ZT POSITION TRANSMITTER 50 1 14 SB-RIO PANEL SCHEMATIC 3
SCADA SUPERVISORY CONTROL AND DATA IT CURRENT TRANSMITTER VALVE 50 15 SB-RIO PANEL SCHEMATIC 4
AQUISITION IS CURRENT SWITCH PRV PRESSURE REGULATING
SPST SINGLE POLE SINGLE THROW ISL CURRENT SWITCH LOW 50 1 16 SB-RIO PANEL SCHEMATIC 5 J
SS SURGE SUPPRESOR ISH CURRENT SWITCH HIGH VALVE 50 1 17 SB-RIO PANEL SCHEMATIC 6
o IY CURRENT TRANSDUCER VALVE
PRESSURE SHUTDOWN HIGH 50 1 18 SB-RIO BRAIL AND FEMALE HOLDING TANK SCHEMATIC O
TB TERMINAL BLOCK/STRIP PSDL PRESSURE SHUTDOWN LOW _
PSH PRESSURE SWITCH HIGH
TJB TERMINAL JUNCTION BOX K
50 19 SB-RIO MALE HOLDING TANK AND BASKET LIFT SCHEMATIC
PSHH PRESSURE SWITCH HIGH HIGH 50 1 20 SB-LCP PANEL LAYOUT AND BILL OF MATERIAL
o TSP TWISTED SHIELDED PAIR KI CLOCK/TIMER/ELAPSED TIME PSL PRESSURE SWITCH LOW PSLL PRESSURE SWITCH LOW 50 21 SB-LCP PANEL SCHEMATIC Z } Z (n
TYP TYPICAL LOW Q W 50 1 22 SB-LCP PANEL SCHEMATIC 2 LU O w
U �
a PSP SCADA PRESSURE SETPOINT d Z
a UH UNIT HEATER PT PRESSURE TRANSMITTER 60 1 1 CHILLED WATER LOOP P&ID U COO 0
S DINO UNLESS NOTED OTHERWISE 60 1 2 WATER CHILLER P&ID Q W Z
w UPS UNIVERSAL POWER SUPPLY 60 1 3 WATER CHILLER P&ID II = Of Z
60 1 4 CHILLER ROOM GAS MONITORING P&ID w = O O Q
V VOLT 60 1 5 OFFICE, INCUBATION AND CHILLER ROOM INSTRUMENTATION PLAN 3: to Z
VA VOLT AMPERE 60 1 10 OXB-CCP PANEL LAYOUT p IL O Q
VAC ALTERNATING CURRENT VOLTAGE
3 VDC DIRECT CURRENT VOLTAGE 60 1 11 OXB-CCP PANEL BILL OF MATERIAL o_ m 60 112 OXB-CCP PANEL SCHEMATIC 1 O p x
°m VFD VARIABLE FREQUENCY DRIVE 60 1 13 OXB-CCP PANEL SCHEMATIC 2 Q X O Z Z
o VSD VARIABLE SPEED DRIVE 60 1 14 OXB-CCP PANEL SCHEMATIC 3 p p LLB w
60 1 15 OXB-CCP PANEL SCHEMATIC 4 - 2 (D
WP WEATHER PROOF/NEMA 3R 60 16 OXB-CCP PANEL SCHEMATIC 5 w
a 60 17 OXB-CCP PANEL SCHEMATIC 6 J
n XFMR TRANSFORMER 60 1 18 OXB-CCP PANEL SCHEMATIC 7
h 70 1 1 SHOP AND STORAGE INSTRUMENTATION PLAN Z
'o
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 Gil
©Schnabel Engineering 2016 All Rights Reserved

CONTROL SYMBOL LEGEND LEGEND IS GENERAL IN NATURE. NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT.
PROCESS & INSTRUMENTATION SYMBOLS PROCESS & INSTRUMENTATION SYMBOLS PROCESS & INSTRUMENTATION SYMBOLS CONTROL SCHEMATIC SYMBOLS CONTROL SCHEMATIC SYMBOLS CONTINUED
❑ TERMINAL BLOCK
HMI SCADA POINT VALVES TB-X, X TERMINAL NUMBER o o PUSH BUTTON NORMALLY OPEN
ACTUATOR SYMBOLS
3 2 - LOOP INSTRUMENT TAG TERMINAL STRIP NUMBER
1 GATE VALVE
4 3 - FUNCTION Q ACTUATOR DIAPHRAGM o LIMIT SWITCH HIGH NORMALLY OPEN o
2 5 4 - DESCRIPTION a
�r 6 5 - LOCATION NUMBER � BALL VALVE O KNIFE DISCONNECT TERMINAL BLOCK E
TB—XX
D ELECTRIC DISCRETE TERMINAL NUMBER o-/No RESISTOR
PLC I/O POINT
BUTTERFLY VALVE TERM NAL STRIP NUMBER o\o SWITCH
1 - INSTRUMENT TAG
3 2 LPOP GLOBE VALVE ELECTRIC MODULATING
5 4 - ADDRETYPE
SS TERMINAL NUMBER
NAL STRIP UMBER = GROUND
L_�6 5 - DESCRIPTION TB-XX LT
6 - DESCRIPTON SWING CHECK VALVE FUSE O LIGHT
S SOLENOID °nro RATING i (C REPRESENTS LIGHT COLOR)
PRIMARY POWER DEVICE u,
GENERAL SPRING
1 - DEVICE TAG LOADED VALVE GCB` $
F113 2 - LOOP o o CIRCUIT BREAKER
4 3 - TYPE RATING SCHEMATIC SYMBOL TYPICAL ATTRIBUTE DEFINITIONS
2 5 5 DESCRIETION TEMPERATURE INSTRUMENTS A xQ
�J 6 6 - LOCATION LEVEL INSTRUMENTS u i
CR NORMALLY OPEN CONTACT REFERENCE DDc—LOCATION o w
NO Dc DESCRIPTION LINE 2
INSTRUMENT/CONTROL ELEMENT PRIMARY OPERATED TS TEMPERATURE SWITCH oQo NC COIL DES DESCRIPTION LINE 1 T
_ FLOAT SWITCH —NORMALLY CLOSED CONTACT REFERENCE SS COMPONENT TAG z
3 2 LOOP INSTRUMENT TAG TERMINAL gg° I n ff TERMINAL NUMBER
4 3 - FUNCTION W
2 5 4 - DESCRIPTION TT TEMPERATURE TRANSMITTER CR NUMBER fffl PARENT COMPONENT o i
6 5 - DESCRIPTION d ULTRASONIC LINE REFERENCE
II
6 - LOCATION NORMALLY OPEN CONTACT w
00 PARENT COMPONENT LINE REFERENCE
0
rc
FIELD INSTRUMENT PRIMARY ELEMENT w
PRESSURE INSTRUMENTS CR PANEL CIRCUITING SYMBOLS m a
�3 1 - INSTRUMENT TAG PUMPS LOOP
'� NORMALLY CLOSED CONTACT z. m
4 2 - 00 PARENT COMPONENT LINE REFERENCE
1 I 3 - FUNCTION CIRCUIT LOCATED WITHIN
1
2I 5 4 - DESCRIPTION PUMP
6 5 - DESCRIPTION PRESSURE TRANSMITTER PANEL
PT
6 - LOCATION ------- FIELD WIRING
0 olXO°1 3-POSITION SWITCH
(wxj (X REPRESENTS SWITCH ��PV
o o POSITION) SHIELD WIRE
o w a
INSTRUMENT LINE SYMBOLS MISCELLANEOUS MISCELLANEOUS INSTRUMENTS SS sRLD '_ u �
o o NORMALLY OPEN SWITCH SECONDARY CONTATCT y O 88 =
—c—c— COPPER ETHERNET �J J GAUGE SS SELECTOR SWITCH fiff PARENT COMPONENT LINE REFERENCE
-o O DATA LINK So So NORMALLY CLOSED SWITCH SECONDARY CONTATCT
E-STOP Off PARENT COMPONENT LINE REFERENCE
—P—P— FIBER FLOW METERS ` v
rill-y C LIGHT, C INDICATES
—M—w— MODBUS ° LEVEL SWITCH LOW Z
"H MAGNETIC FLOW METER COLOR. /��c -
G - GREEN o LEVEL SWITCH HIGH w °' E
ELECTRIC CONNECT R - RED w SM coi
A - AMBER z �°
°2 TEMPERATURE SWITCH LOW NORMALLY OPEN
TEMPERATURE SWITCH LOW NORMALLY CLOSED V z =m
HORN/STROBE ALARM N w y t c
a L
TEMPERATURE SWITCH HIGH NORMALLY OPEN m
o� Q
TEMPERATURE SWITCH HIGH NORMALLY CLOSED
oa- LIMIT SWITCH HIGH NORMALLY CLOSED
o-Zo PUSH BUTTON NORMALLY CLOSED
J
O
a Q LU Q w CO
o = z U
a pF ((D 05 O
�
_ Of Z Z
�
D) � Z
LL ~ Q
N a 3 ca Q
= 20 0 Z Z
0 0 0 W W
o D W
J
h U)
Z
'o
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 121111
Careful listening.Dynamic solutions SHEET
wwwdrengineering.nel
Phone:[phone] Project:20DAC01 GI 2
©Schnabel Engineering 2016 All Rights Reserved

INSTRUMENTATION SCHEDULE
PROCESS
INSTRUMENT TAG DESCRIPTION RANGE CONNECTION POWER SIGNAL MANUFACTURER MODEL REMARKS
AREA 10&20 RIVER INTAKE AND WELLS
0-150 PSI 175
WELL DISCHARGE PRESSURE FOR HIGH 4-20MA&N.O.
PIT/PSH-10.1 TRANSMITTER AND SWITCH PRESS 1/4"NPT 24VDC LOOP POWERED DISCRETE IFM PN2293 PROVIDE WITH EVC005 M12 MICRO CABLE
120VAC POWER TO TRANSMITTER.FLOW 5W4C6H-*****'********,SEE SPECS
44 to 10567 TUBE POWER DERIVED FROM 4-20mA,PULSED ENDRESS& PROVIDE WITH MFR.POWER AND SIGNAL CABLE.VERIFY LENGTH PRIOR TO o
FIT/FE-10.1 RIVER INTAKE DISCHARGE FLOW GPM 24"FLANGED TRANSMITTER TOTALIZER HAUSER PROMAG W 400 5W4C6H ORDERING.REMOTE MOUNT TRANSMITTER ON RACK ADJACENT TO VAULT. F
120VAC POWER TO TRANSMITTER.FLOW 5W4C1F-*****".*'" -,SEE SPECS
44 to 10567 TUBE POWER DERIVED FROM 4-20mA,PULSED ENDRESS& PROVIDE WITH MFR.POWER AND SIGNAL CABLE.VERIFY LENGTH PRIOR TO
FIT/FE-10.2&10.3 GROUND WATER FLOW GPM 6"FLANGED TRANSMITTER TOTALIZER HAUSER PROMAG W 400 5W4C1 F ORDERING.REMOTE MOUNT TRANSMITTER ON RACK ADJACENT TO VAULT.
INTAKE PUMP DISCHARGE 0-150 PSI 175
PRESSURE TRANSMITTER AND FOR HIGH 4-20mA&N.O.
PIT/PSH-20.1&20.2 SWITCH PRESS 1/4"NPT 24VDC LOOP POWERED DISCRETE IFM PN2293 PROVIDE WITH EVC005 M12 MICRO CABLE
RIVER&INTAKE PUMP CAN
SUBMERSIBLE LEVEL SUSPENDED IN ENDRESS& MOUNT IN STILLING WELL.BOTH SENSORS ARE TO BE MOUNTED AT MATCHING
LE-20.1&20.2 TRANSDUCER 0-33 FT H2O STILLING WELL 24 VDC 4-20mA HAUSER WATERPILOT FMX21-AA111 HGD11A ELEVATIONS OF 1,681.5.
RIVER&INTAKE PUMP CAN rc
SUBMERSIBLE LEVEL ENDRESS& PROVIDE WITH MOUNTING KIT FOR WALL/PIPE MOUNTING.MOUNT ADJACENT TO PUMP
LIT-20.1&20.2 TRANSMITTER 033 FT H2O N/A 24 VDC 4-20mA HAUSER RIA15 CAN ON HAND RAIL.
AREA 30 AERATION TOWER
a"
MICROPILOT
AERATION TOWER LEVEL CANTILEVER FMR20-AAPBMVCEVEE3+RI,71452325 MOUNT TO WALL OF STRUCTURE FLUSH WITH TANK.FOLLOW MANUFACTURER u u i
LE-30.1&30.2 TRANSMITTER 0-40ft MNPT 1-1/2" 24VDC LOOP POWERED 4-20mA/HART E&H ANGLE MTG BRACKET INSTALLATION GUIDELINES TO ENSURE FUNCTIONALITY. o rc
AERATION TOWER LEVEL
LIT30.1&30.2 TRANSMITTER 0-40ft N/A 24VDC LOOP POWERED 4-20MA E&H RIA15 MOUNT DISPLAY AT VISIBLE LOCATION AT AERATION TOWER i
SWITCH POINT w
a
AERATION TOWER HIGH LEVEL IS TOP OF o
0
LSH-30.1 8 30.2 SWITCHES TANK 24 VDC DISCRETE E&H LIQUIFLOAT FT520
AERATION TOWER LOW LEVEL SWITCH POINT V1
LSL-30.1&30.2 SWITCHES IS V-6" 24 VDC DISCRETE E&H LIQUIFLOAT FT520 a
AREA 40 RACEWAYS w
PROVIDE WITH 7ML1930-1GH SUN SHIELD AND 7ML1830-1 BK UNIVERSAL MOUNTING m
BRACKET.TRANSMITTER IS TO BE MOUNTED IN ACCESSIBLE LOCATION OVER RACEWAYS o
LIT/LE-40.1 THRU 40.7 RACEWAY LEVEL TRANSMITTERS 0-20ft 2"NPT 24VDC LOOP POWERED 4-20mA SIEMENS SITRANS PROBE LU 7ML5221-2AA11 WHERE THEY WILL NOT INTERFERE WITH CROWDER PLATFORM OPERATION.
DISCRETE
OPEN/CLOSE
OPEN/CLOSE WITH POSITION PROVIDE WITH REMOTE MOUNTED HAND CONTROLS MOUNTED TO HANDRAIL ADJACENT �pl
G-40.1 THRU 40.6 RACEWAY GATE ACTUATORS 0-10FT DIRECT 480VAC LIMIT SWITCHES ROTORK IQ3 TO GATE.
4-20MA o"w
MODULATING d= S
WEIR AND FALSE FLOOR MODULATING WITH POSITION o p u Tc
V-40.1&40.2 ACTUATORS 0-100/ DIRECT 480VAC FEEDBACK ROTORK IQ3 PROVIDE WITH REMOTE MOUNTED HAND CONTROLS MOUNTED INACCESSIBLE LOCATION
AREA 50 SORTING,SPAWNING AND UTILITY WATER r8jp3b Q q�
O
0-200 PSI 175
GROUND WATER UTILITY PUMP FOR HIGH 4-20mA&N.O.
PIT/PSH-50.1 DISCHARGE PRESSURE PRESS 1/4"NPT 24VDC LOOP POWERED DISCRETE IFM PN2293 PROVIDE WITH EVC005 M12 MICRO CABLE
0-100 PSI 50 v
SURFACE WATER UTILITY PUMP FOR HIGH 4-20mA&N.O. W z
PIT/PSH-50.2 DISCHARGE PRESSURE PRESS 1/4"NPT 24VDC LOOP POWERED DISCRETE IFM PN2293 PROVIDE WITH EVC005 M12 MICRO CABLE c
DISCRETE w
OPEN/CLOSE `v w $m
OPEN/CLOSE WITH POSITION PROVIDE WITH REMOTE MOUNTED HAND CONTROLS LOCATED IN SORTING BUILDING IN !ice
G-50.1 WEIR GATE ACTUATOR 0-10FT DIRECT 480VAC LIMIT SWITCHES ROTORK IQ3 VIEW OF GATE. _Z `M N
DISCRETE �m '
RAISED/ OPEN/CLOSE CONTRACTOR TO COORDINATE MOUNTING LOCATION,OPERATOR AND TRIGGER V to I a
FHT/MHT-ZS-1&2 HOLDING TANK LIMIT SWITCHES LOWERED DIRECT 24VDC LIMIT SWITCHES AB 802MC MECHANISM PRIOR TO ORDERING. N Z 1 t`o c
w oL
ALM-50.1 SITE ALARM HORN/STROBE N/A WALL 24 VDC DISCRETE FEDERAL SIGNAL LP7-18-30A W/DBLP DEEP BASE MOUNT ON SE CORNER OF BUILDING 10'A.F.G y
ALM-50.2 SITE ALARM HORN/STROBE N/A WALL 24 VDC DISCRETE FEDERAL SIGNAL LP7-18-30A W/DBLP DEEP BASE 3
DISCRETE v
BRAIL&BASKET ELEVATOR RAISED/ OPEN/CLOSE CONTRACTOR TO COORDINATE MOUNTING LOCATION,OPERATOR AND TRIGGER
BRL/FBE-ZS-1&2 LIMITSWITCHES LOWERED DIRECT 24VDC LIMIT SWITCHES AB 802MC MECHANISM PRIOR TO ORDERING.
270BC-WIRING BASE
270TWM-WALL MOUNT 270LEDMR120A
BASKET ELEVEATOR POSITION DISCRETE EDWARDS -RED LED MODULE
IND-50.1 INDICATION LIGHT N/A WALL 120VAC RED/GREEN SIGNALING 270LEDMG120A-GREEN LED MODULE MOUNT ASSEMBLY ABOVE SPAWNING ROOM TRANSFER TUBE
AREA 60 CHILLED WATER SYSTEM
120VAC POWER TO TRANSMITTER.FLOW 5W4C2H-**************SEE SPECS
FIT/FE-60.1,60.2& HATCHERY CHILLED WATER 44 to 10567 TUBE POWER DERIVED FROM 4-20mA,PULSED ENDRESS& PROVIDE WITH MFR.POWER AND SIGNAL CABLE.VERIFY LENGTH PRIOR TO
60.3 SYSTEM GPM 8"FLANGED TRANSMITTER TOTALIZER HAUSER PROMAG W 400 5W4C2H ORDERING.REMOTE MOUNT TRANSMITTER ON RACK ADJACENT TO VAULT.
TEMPERATURE SENSORS FOR
3 TIT-60.1 THRU 60.11 CHILLED WATER SYSTEM 0-100 DEG F 1/2"NPT 24VDC LOOP POWERED 4-20MA IFM TN2511 PROVIDE WITH UT0028 1/2"NPT THERMOWELL
CHILLED WATER LOOP PRESSURE
PIT-60.1&60.2 TRANSMITTERS 0-145 PSI 1/4"NPT 24VDC LOOP POWERED 4-20mA IFM PN2294 PROVIDE WITH EVC005 M12 MICRO CABLE
0 120VAC POWER TO TRANSMITTER.FLOW Z O
ry 44 to 10567 TUBE POWER DERIVED FROM 4-20mA,PULSED ENDRESS& d W Z
o FIT/FE-60.4 RETURN FLOW TO CHILLER GPM 4"FLANGED TRANSMITTER TOTALIZER HAUSER PROMAG W 400 5W4C1H 5W4C1H-**************SEE SPECS. U p w
cai 4-20mA,ALARM, O F w Q __J
ACK,RS-485 TO INTERIOR TRANSMITTER:CHILLGAURD U = �
w CHILLER ROOM GAS MONITORING EXTERIOR 5000 A-CG5000-0410 EXTERIOR REMOTE PROVIDE 114 IN OD STAINLESS STEEL TUBING TO SAMPLE POINT AD JACENT TO CHILLER w = O Z Q
a AIT/AE-60.1 SYSTEM 0-1000PPM SURFACE 120VAC DISPLAY MSA DISPLAY:10204450 W/STROBE 12:A.F.F.PROVIDE END OF LINE FILTERS FOR SAMPLE TUBING. 2� rn �i LLI Lu
CHILLER ROOM EXHAUST O LL O _
FE-60.5 AIRFLOW 0-3000 FPM INSERTION 24VAC 0-10V EBTRON EF-x1000-T 30 X (..)
m L-1 THRU L-3 EXHAUST DAMPER ACTUATOR 95° 1/2"SHAFT 24 VDC DISCRETE BELIMO AF624 SPRING RETURN ACTUATOR-FAIL OPEN Q X O Cn
o MODULATING EXHAUST DAMPER C] O (n
PH-1 ACTUATOR 95" 1/2"SHAFT 24 VAC 2-10 VDC BELIMO AFB24-SR SPRING RETURN ACTUATOR-FAIL OPEN z
¢ EF-6 EMERGENCY EXHAUST FAN
ry FS-60.1 FLOW VERIFICATION 197-1969 FPM INSERTION 24 VDC DISCRETE DWYER AVFS-02
INCUBATION OVERFLOW BOX SUSPENDED IN ENDRESS&
h LE-60.1 LEVEL 0-3 FT H2O STILLING WELL 24 VDC 4-20mA HAUSER WATERPILOT FMX21-AA111 CGD10A MOUNT IN STILLING WELL.
w RIVER&INTAKE PUMP CAN
'o SUBMERSIBLE LEVEL ENDRESS& PROVIDE WITH MOUNTING KIT FOR WALL/PIPE MOUNTING.MOUNT ADJACENT TO PUMP
a LIT-60.1 TRANSMITTER 0-3 FT H2O N/A 24 VDC 4-20mA HAUSER RIA15 CAN ON HAND RAIL.
9 OVERFLOW BOX LOW LEVEL
LSL-60.1 ALARM 1/2"NPT HORIZONTAL 24 VDC DISCRETE IFM LMC500 MOUNT 8"ABOVE BOTTOM OF OVERFLOW BOX -�
OVERFLOW BOX HIGH LEVEL LMC500 PROVIDE WITH VERTICAL
LSH-60.1 ALARM 1/2"NPT VERTICAL 24 VDC DISCRETE IFM MOUNTING BRACKET MOUNT$O SENSOR IS 1"BELOW TOP OF BOX -
w NOTES: PROJECT: DA592013.00
PROVIDE ITEMS AS SPECIFIED OR APPROVED EQUAL.CONTRACTOR HAS FULL RESPONSIBILITY TO PROVIDE ENGINEER WITH CLEAR PROOF OF EQUIVALENCY.ANY SYSTEM MODIFICATIONS TO INCORPORATE SUBSTITUTIONS SHALL BE CLEARLY DOCUMENTED BY THE CONTRACTOR FOR RECORD DOCUMENTS. DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 GI 3
©Schnabel Engineering 2016 All Rights Reserved

SITE WI-FI
(N) SPAWNING BUILDING - AREA 50 c
se—LCP' LOCAL � GENERAL NOTES:
CONT_R_OL PANEL 'SB-RIO'_DISTRIBUTED 1/0 PANEL—__ 1. PROGRAMMING SHALL BE PROVIDED BY DC ENGINEERING,
PATCH CABLE PATCH CABLE 1 CONTROL SYSTEM TECHNOLOGY OR PRE-APPROVED EQUAL.
o NONE OTHERS SHALL BE ACCEPTED.
Lci c F F
F F F IF F F 2. REFER UI AREA PANEL SHOP DRAWINGS FOR SCADA &
Zc--�C--.c
c�c—c—c�c M M FI F � PLC EQUIPMENT NOT SPECIFIED. o
c—c
U �M�M mM M M „ KEY NOTES: #
HMI MM M a FIBER PATCH O m
PANEL 1, NEW 12-STRAND FIBER OPTIC CABLE. COIL AND TERMINATE
i��F M I M M�� �� PATCH ABLE
pC s T ALL STRANDS IN FIBER PATCH PANEL.
NETWORK s �1
NETWORK E SWITCH M _-0
PATCH CABLE SWITCH
3 3 °` „ SCADA SOFTWARE AND HARDWARE
c c CCTV CONTROL c J 3
C STATION/DVR PLC ITEM NO. DESCRIPTION >
V„ �M—M—M—M—M—IM r°
_ J s I PROVIDE AND INSTALL DELL OPTIPLEX PC W/ WINDOWS 10, �
�__ __ f -M-M—MM_—�M T
(C CROSS J a O DOUBLE
MICROSOFT OFFICE BUSINESS SUITE, TWO MONITORS, AND A 1000VA
CROWDER rM—M—M—MJ E rM—M—M—M—M rw—w—wJ 3 M—M—M—� T DOUBLE CONVERSION ON-LINE UPS. PROVIDE AND INSTALL
M� f M—M J 3 w M M SHOP AND STORAGE BUIDLING - AREA 70 WONDERWARE SYSTEM PLATFORM W/ 3,000 TAG 10 SERVER AND �rc
T -- -- 1000 TAG HISTORIAN. SCREENS SHALL BE READ/WRITE AT ALL
SHOP AND STORAGE ZONE PANEL LOCATIONS. PROVIDE AND INSTALL WIN911 SOFTWARE FOR REMOTE i
TEXT AND EMAIL ALARMS. o w
O O 0 O O O w
00 0 00 00 00 00 00 0 T w
T PATCH CABLE ((()))BUILDING
BUILDING
JP'T WI-FI PROVIDE AND INSTALL NEMA 12 ENCLOSURE WITH 8-PORT FIBER
T p r c c—c 2° PATCH PANEL, REDUNDANT POWER SUPPLIES & TRENDNET TI-G102I o i
F�F F III I0-PORT INDUSTRIAL ETHERNET SWITCH AND SFP MODULES ,°-n
FI F CABLE LEGEND
LL FIBER PATCH j m
0-MHT50.1 FHT 50.1 BRAIL 50.1 EA 50.1 GW PMP-1 GW PMP-2 SW PMP-1 SW PMP-2 PANEL
(^1 —c—c—c— CAT6 ETHERNET zm m
MHT-50.1-VFD FHT-50.1-VFD BRAIL-50.1-VFD EA-50.1-VFD P-50.1-VFD P-50.2-VFD P-50.3-VFD P-50.4-VFD `�
I
I T LL ' NETWORK
L_ '
SWITCH —M—M—M—
I� CAT6 MO
2 BALE
—F—F— FIBER OPTICTIC CABLE
O lUP �
T LL (N) INCUBATION BUILDING - AREA 60 -
HATCHERY-MANAGER'S RESIDENCE - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
d z a
- -- -- -- -- -- -- -- -- -- -- -- - F 2� O
MANAGERS ZONE PANEL 'OXB-CCP'-CONTROL PANEL s�,r8jD3b Q�
BU ILDINGF— PATCH CABLE
TL9 WI-FI
c c c F LF I I F F F F F
I F I F PATCH CABLE
F FF F F F F
F� F F F F F�F F F F� z -
N LL T w d
FIB PA ATCH T IFIBER PATCH T w SM U
PANEL
c—c—c—c c—c—c—cM--c�}c go
c—c c—c
NETWORK 2 LL F— M—M—M—M �y M
M—M— J — �m
SWITCH ���� w m=
„ �a-- -- -- -- T L- (N) H CABLE OFFICE PATC V- -- -------- -- -------- - ------- --� - - - Uz _
to
LL c LOCAL ACCESS _•w "a L
DORM BUILDING ° PLC-01� M—M—M M—M NETWORK
AM�BM—M—M—M—M—M—M—M 2 ur
_ __ __—__ __ __ __—__ __ __ __—__ __ __ ❑ ETWORM—M—M M—M—M—M—M—M—M—M—M
T
DORM ZONE PANEL T NETWORK a
3
(11) SWITCH 2
BUILDING PATCH CABLE LL v
(� WI-EI -- -�
c—c�c F IF
F F SCADA HMI/PC PATCH CABLE
M—M—M-M—M—M—M—M—
E I M—M—MII M—MI 3 I
M—M FIBER PATCH T (N) CHILLER s M—�,
PANEL
LL
NETWORK 2 1 T E NETWORK 0
° I
SWITCH - -- T LL i MII SWITCH
I I C
(E� AIR BURST STATION_=AREA 20 CONTROL PANEL } Q
-- --
'INT-RIO'-DISTRIBUTED I/O PANEL W Q
PATCH CABLE P-10.1-VFD P-10.2-VFD P-60.1-VFD P-60.2-VFD ~ 0 Y
WELL PUMP 1 WELL PUMP 2 CHILLED WATER CHILLED WATER 111
w M—M—M—M—M—M �
—M—M- F F F IF F NETWORK PANEL BY INSTALLER 3 U aTF '1 �- SUPPLY PUMP 1 SUPPLY PUMP 2 � 2 O
BUILDING M M� F F F C—C� L M M M M M M M� LU
�cWI-FC—c_c c M—M—M—i i LL
w CONTROL PANEL MODEM BUILDING d � ca w
I cn
WI-FI BUILDING p p X Z
m FIBER NEL WI-FI 2 [>] 0
x I �')> (�I)) o o X
NETWORK c—c—c c—c c c—c W
M v A SWITCHNETWORK
0
I I I I
o I
N
I I
w / I— �
10
Q I I
a INT-PMP-002 INT-PMP-001
9 -- -- -- -- -- -- -- -- -- -- -- -- -- --J --—-- -- -- --—-- -- --—--—-- -- P-20.2-VFD P-20.1-VFD
PROCESS NETWORK DIAGRAM �� PROJECT: DA592013.00
SCALE: NTS DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 GI
©Schnabel Engineering 2016 All Rights Reserved

GENERAL NOTES:
1. PROGRAMMING SHALL BE PROVIDED BY DC ENGINEERING,
(N) RACEWAYS (N) SPAWNING BUILDING CONTROL SYSTEM TECHNOLOGY OR PRE-APPROVED EQUAL.
NONE OTHERS SHALL BE ACCEPTED.
C(1
RACEWAY 1 \ RACEWAY 5 2. REFER UI AREA PANEL SHOP DRAWINGS FOR SCADA &
(� (� / (� (� I'SB=RIO�DIST ATCHEDAB 0 PA PATCH CABLE PLC EQUIPMENT NOT SPECIFIED. i
CROWDER CROWDER --—--—-- -
CONTROL PANEL CONTROL PANEL a
rPATCH CABLE--I rPATCH CABLE-1 c c 'c y
�I C—C7 RADIO/
lJ I ANT1NNA j
2 2
NETWORK RADIO O NETWORK RADIO O �I RADIO HARDWARE
PLC SWITCH M PLC SWITCH M
NETWORK
SWITCH ITEM NO. DESCRIPTION
M C
9° I PROVIDE AND INSTALL MOXA AWK-4131A OUTDOOR INDUSTRIAL WLAN
ANTENNA. ANTENNA TO USE POE AND BE MOUNTED IN ACCESSIBLE
LOCATION ON SIDE OF SORTING BUILDING IN VIEW OF RACEWAYS.
I
PLC O PROVIDE ALL NECESSARY MOUNTING HARDWARE AND CABLES. wo a
PLATFORM CROWDER PLATFORM CROWDER m o
VSD VSD VSD VSD -- -- -- -- -- -- -- -- -- PROVIDE AND INSTALL MOXA AWK_3131A INDUSTRIAL WIRELESS o
CLIENT. PROVIDE WITH EXTERNAL ANTENNA MOUNTED TO CONTROL
Z PANEL OR CROWDER PLATFORM. PROVIDE ALL NECCESSARY
MOUNTING HARDWARE AND CABLES. z
RACEWAY 2 RACEWAY 6 m m
I CROWDER
CROWDER CABLE LEGEND o 0
CONTROL PANEL CONTROL PANEL
rPATCH CABLE-,
L ql)� rPATCH CABLE o
{lam JI {lam —c—c—c— CAT6 ETHERNET
c a
M c c —M—M—M— CAT6 MODBUS TCP/IPmMB­�
oMM
F F FIBER OPTIC CABLEM
NETWORK m RADIO NETWORK m RADIO
PLC SWITCH L M PLC SWITCH L M
I i I I
PLATFORM CROWDER PLATFORM CROWDER
e
VSD VSD VSD VSD ip3b
RACEWAY 3
I
v
CROWDER CROSS CROWDER 1 z
CONTROL PANEL CONTROL PANEL A c
r PATCH CABLE, �j) M PATCH CABLE-, ��I) III w d E
M M C—CI M
I ^ W $n U
C c C c
o C
0 Nm go
2 2 = z �d
NETWORK m RADIO NETWORK RADIO oto
PLC SWITCH L M PLC SWITCH L M t
E
N
I
I I I I
PLATFORM CROWDER I PLATFORM CROWDER
VSD VSD VSD VSD
I I
RACEWAY 4
CROWDER CROSS CROWDER 2
CONTROL PANEL CONTROL PANEL
o rPATCH CABLE--, ql)� PATCH CABLE--, �I)� Q^
i M M � M M C—� CJ
�T
ry A° MC c A° 11mC c a 'UZ o
W
$ NETWORK m RADIO NETWORK m RADIO g U O Y
¢� PLC SWITCH M PLC SWITCH M O Q LU
W
O
® ® ® ® 3: to
H
N ° LLO w
ppx Z
°m PLATFORM CROWDER I PLATFORM CROWDER a x 0 �
o VSD VSD J VSD VSD j 0 O w
a '
L— 0
N U
0
U
9
CROWDER NETWORK DIAGRAM PA PROJECT: DA592013.00
SCALe NTS DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 GI 5
©Schnabel Engineering 2016 All Rights Reserved

CABLE SCHEDULE CABLE SCHEDULE
CONNECTION GENERAL NOTES'
INSTRUMENT/EQUIPMENT TAG SERVICE CONNECTION CONDUCTORS/CABLE INSTRUMENT/EQUIPMENT TAG SERVICE TO CONDUCTORS/CABLE
1. REFER TO NETWORK DIAGRAM DRAWI M;fi
AREA 10-WELL PUMPS AREA 40-RACEWAYS FOR COMMUNICATION NETWORKS CABS-
REQUIREMENTS
-
PIT/PSH-10.1 WELL PUMP DISCHARGE PRESSURE LIT-40.1 RACEWAY 1 LEVEL TRANSMITTER
HIGH PRESSURE&PRESSURE SIGNAL SB-RIO 1#18 TRIAD,2#14 LEVEL SIGNAL SB-RIO 1#18TSP
LIT-40.2 RACEWAY 2 LEVEL TRANSMITTER
FE-10.1 WELL PUMP FLOW ELEMENT
FLOW SIGNAL FIT-10.1 MFR.POWER&SIG LEVEL SIGNAL SB-RIO 1#18TSP o
LIT-40.3 RACEWAY 3 LEVEL TRANSMITTER
FIT-10.1 WELL PUMP FLOW TRANSMITTER
FLOW TOTAL SB-RIO 2#14 LEVEL SIGNAL SB-RIO 1#18TSP
LIT40.4 RACEWAY 4 LEVEL TRANSMITTER
INSTANTANEOUS FLOW SB-RIO
FE-10.2 WELL PUMP FLOW ELEMENT LEVEL SIGNAL SB-RIO 1#18TSP
FLOW SIGNAL FIT-10.1 MFR.POWER&SIG LIT40.5 RACEWAY 5 LEVEL TRANSMITTER
FIT-10.1 WELL PUMP FLOW TRANSMITTER LEVEL SIGNAL SB-RIO 1#18TSP
FLOW TOTAL SB-RIO 2#14 LIT-40.6 RACEWAY 6 LEVEL TRANSMITTER w
INSTANTANEOUS FLOW SB-RIO LEVEL SIGNAL SB-RIO 1#18TSP
AREA 20-RIVER INTAKE AND AIR BURST LIT-40.7 CROWDING CHANNEL LEVEL TRANSMITTER
LEVEL SIGNAL SB-RIO 1#18TSP a
LE-20.1 RIVER LEVEL MONITOR
G-40.1 RACEWAY 1 ACTUATED GATE w z
LEVEL SIGNAL LIT-20.1 MFR CABLE
OPEN/CLOSE SB-RIO 4#14
LIT-20.1 RIVER LEVEL DISPLAY z
OPEN CLOSE FEEDBACK SB-RIO 4#14
LEVEL SIGNAL INT-RIO 1#18 TSP m w
LE-20.2 PUMP LEVEL MONITOR LOCAL/REMOTE STATUS SB-RIO 2#14
3? Q
G-40.2 RACEWAY 2 ACTUATED GATE ° 4
LEVEL SIGNAL LIT-20.1 MFR.CABLE
OPEN/CLOSE SB-RIO 4#14
LIT-20.2 RIVER LEVEL DISPLAY a
OPEN CLOSE FEEDBACK SB-RIO 4#14
LEVEL SIGNAL INT-RIO 1#18 TSP
LOCAL/REMOTE STATUS SB-RIO 2#14 E
PIT/PSH-20.1 INTAKE PUMP DISCHARGE PRESSURE
G-40.3 RACEWAY 3 ACTUATED GATE
HIGH PRESSURE&PRESSURE SIGNAL INT-RIO 1#18 TRIAD,2#14 °
PIT/PSH-20.2 INTAKE PUMP DISCHARGE PRESSURE OPEN/CLOSE SB-RIO 4#14
OPEN CLOSE FEEDBACK SB-RIO 4#14
HIGH PRESSURE&PRESSURE SIGNAL INT-RIO 1#18 TRIAD,2#14
LOCAL/REMOTE STATUS SB-RIO 2#14
P-20.1-TSH INTAKE PUMP 20.1 TEMPERATURE MONITORING
G40.4 RACEWAY 4 ACTUATED GATE eio'HIGH TEMP P-20.1-VFD 2#14
OPEN/CLOSE SB-RIO 4#14
P-20.1-DS INTAKE PUMP P-20.1 FIELD DISCONNECT EARLY BREAK
OPEN CLOSE FEEDBACK SB-RIO 4#14 y =
EARLY BREAK CONTACT P-20.1-VFD 2#14 ie
LOCAL/REMOTE STATUS SB-RIO 2#14 f8ip3b Q'
P-20.2-TSH INTAKE PUMP 20.2 TEMPERATURE MONITORING
G40.5 RACEWAY 5 ACTUATED GATE
HIGH TEMP P-20.2-VFD 2#14
OPEN/CLOSE SB-RIO 4#14
P-20.2-DS INTAKE PUMP P-20.2 FIELD DISCONNECT EARLY BREAK
OPEN CLOSE FEEDBACK SB-RIO 4#14 U
EARLY BREAK CONTACT P-20.2-VFD 2#14 z
LOCAL/REMOTE STATUS SB-RIO 2#14
AIRBURST CONTROL PANEL EXISTING AIR BURST CONTROL PANEL c
MODBUS TCP/IP INT-RIO CATS G-40.6 RACEWAY 6 ACTUATED GATE -
.w d E
OPEN/CLOSE SB-RIO 4#14 y O
AREA 30-AERATION TOWER = m m a
OPEN CLOSE FEEDBACK SB-RIO 4#14
HT-30.1 AERATION TOWER INTAKE PIPE HEAT TRACE
LOCAL/REMOTE STATUS SB-RIO 2#14 -N
FAULT SB-RIO 2#14 V
V40.1 MODULATING VALVE ?I =m
HT-30.2 AERATION TOWER INTAKE PIPE HEAT TRACE
POSITION CMD SB-RIO 1#18TSP d L
- U
FAULT SB-RIO 2#14 0 u,
POSITION FEEDBACK SB-RIO 1#18TSP 3
HT-30.3 AERATION TOWER INTAKE PIPE HEAT TRACE V-40.2 MODULATING VALVE e
FAULT SB-RIO 2#14 POSITION CMD SB-RIO 1#18TSP
HT-30.4 AERATION TOWER INTAKE PIPE HEAT TRACE POSITION FEEDBACK SB-RIO 1#18TSP
FAULT SB-RIO 2#14 HT-40.1 AERATION TOWER DISCHARG PIPE HEAT TRACE
HT-30.5 AERATION TOWER DISCHARG PIPE HEAT TRACE FAULT SB-RIO 2#14
FAULT SB-RIO 2#14 HT-40.2 AERATION TOWER DISCHARG PIPE HEAT TRACE
HT-30.6 AERATION TOWER DISCHARG PIPE HEAT TRACE FAULT SB-RIO 2#14
FAULT SB-RIO 2#14 HT-40.3 AERATION TOWER DISCHARG PIPE HEAT TRACE
c2 LSL-30.1 AERATION TOWER LOW LEVEL SWITCH FAULT SB-RIO 2#14
o SIGNAL SB-RIO 2#14
HT-40.4 AERATION TOWER DISCHARG PIPE HEAT TRACE
5 LSL-30.2 AERATION TOWER LOW LEVEL SWITCH
FAULT SB-RIO 2#14
a SIGNAL SB-RIO 2#14 z }
HT-40.5 AERATION TOWER DISCHARG PIPE HEAT TRACE Q LID W
LSH-30.1 AERATION TOWER HIGH LEVEL SWITCH a = Z J
FAULT SB-RIO 2#14 g U O
a SIGNAL SB-RIO 2#14 O H O
HT-40.6 AERATION TOWER DISCHARG PIPE HEAT TRACE O Q w
w LSH-30.2 AERATION TOWER HIGH LEVEL SWITCH FAULT SB-RIO 2#14 W = O W
SIGNAL SB-RIO 2#14 2 _
1 U
LE-30.1 AERATION TOWER LEVEL TRANSDUCER a m
SIGNAL LIT-30.1 MFR. O O X W
o LIT-30.1 AERATION TOWER LEVEL TRANSMITTER on O J
SIGNAL SB-RIO 1#18TSP ❑ O Q
U
LE-30.2 AERATION TOWER LEVEL TRANSDUCER
SIGNAL LIT-30.2 MFR.
LIT-30.2 AERATION TOWER LEVEL TRANSMITTER
U
ow' SIGNAL SB-RIO 1#18TSP
U
Q
PROJECT: DA592013.00
D C ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions.
iv-d-ginetineg.nef SHEET
Pnone:2082882181 Project:20DAC01 GI
o s�n�eee t�g�eer�e0 zu�o nu k�ym��.a,°-aa

CABLE SCHEDULE CABLE SCHEDULE GENERAL NOTES:
1. REFER TO NETWORK DIAGRAM DRAWINGS
INSTRUMENT/EQUIPMENT CONNECTION CONDUCTORS/ INSTRUMENT/EQUIPMENT CONNECTION CONDUCTORS/ FOR COMMUNICATION NETWORKS CABLE
TAG SERVICE TO CABLE TAG SERVICE TO CABLE REQUIREMENTS.
AREA 60-SORTING BUILDING AREA 60-CHILLER,ELECTRICAL&OFFICE
ALM-50.1 SITE ALARM FE-60.1 CHILLED WATER LOOP FLOW ELEMENT
ALARM SB-RIO 2#14 FLOW SIGNAL FIT-60.1 MFR.POWER&SIG
G-50.1 WEIR ACTUATED GATE FIT-60.1 CHILLED WATER LOOP FLOW TRANSMITTER °
OPENICLOSE SB-RIO 4#14 FLOW TOTAL OXB-CCP 2#14
OPEN CLOSE FEEDBACK SB-RIO 4#14 FLOW SIGNAL OXB-CCP 1#18TSP w
LOCAUREMOTE STATUS SB-RIO 2#14 TIT-60.1 CHILLED WATER LOOP SUPPLY TEMP
EA BASKET CP EA BASKET 110 TEMP SIGNAL OXB-CCP 4#18 TS
ALARM SB-RIO 2#14 TIT-60.2 CHILLED WATER LOOP SUPPLY TEMP POST EXCHANGER
PIT/PSH-50.1 GROUND WATER PUMPS PRESSURE TEMP SIGNAL OXB-CCP 4#18 TS
HIGH PRESSURE&PRESSURE SIGNAL SB-RIO 4#18 TS P-60.3-MS GLYCOL CHILLED WATER RETURN PUMP
PITIPSH-50.2 SURFACE WATER PUMPS PRESSURE START,AUTO,FAULT&RUN OXB-CCP 8#14
HIGH PRESSURE&PRESSURE SIGNAL SB-RIO 4#18 TS P-60.4-MS GLYCOL CHILLED WATER RETURN PUMP
FHT-ZS-1 FEMALE HOLDING TANK FLOOR START,AUTO,FAULT&RUN OXB-CCP 8#14
HIGH LIMIT SWITCH FHT-50.1-VFD 2#14 PIT-60.1 AS-1 PRESSURE TRANSMITTER
FHT-ZS-2 FEMALE HOLDING TANK FLOOR PRESS SIGNAL OXB-CCP 4#18 TS M
LOW LIMIT SWITCH FHT-50.1-VFD 2#14 PIT-60.2 GFT-1 PRESSURE TRANSMITTER x�
MHT-ZS-1 MALE HOLDING TANK FLOOR PRESS SIGNAL OXB-CCP 4#18 TS F
HIGH LIMIT SWITCH MHT-50.1-VFD 2#14 FIT/FE-60.4 GLYCOL CHILLED WATER RETURN FLOW o
MHT-ZS-2 MALE HOLDING TANK FLOOR FLOW SIGNAL OXB-CCP 1#18TSP
LOW LIMIT SWITCH MHT-50.1-VFD 2#14
FIT/FE-60.2 FLOW TO INC. i
BRL-ZS-1 BRAILE FLOW SIGNAL OXB-CCP 1#18TSP w
FIT/FE-60.3 CHILLED WATER FLOW TO INC.
HIGH LIMIT SWITCH BRL-50.1-VFD 2#14 B
BRL-ZS-2 BRALE FLOW SIGNAL OXB-CCP 1#18TSP
LOW LIMIT SWITCH BRL-50.1-VFD 2#14 FLOW TOTAL OXB-CCP 2#14 0
IND-50.1 FISH BASKET ELEVATOR INDICATOR LIGHT TIT-60.3 GLYCOL CHILLED WATER SUPPLY TEMP a
HIGH LIMIT SWITCH FBE-50.1-VFD 3#14 TEMP SIGNAL OXB-CCP 4#18 TS w a
ACV-60.1 HEAT EXCHANGER BYPASS VALVE m
FBEdS-1 FISH BASKET ELEVATOR HIGH LIMIT SWITCH FBE-50.1-VFD 2#14 POSITION COMMAND,POSITION FEEDBACK OXB-CCP 2#18TSP o
FBE-M-2 FISH BASKET ELEVATOR AUTO STATUS OXB-CCP 2#14
LOW LIMIT SWITCH FBE-50.1-VFD 2#14 TIT-60.4 GLYCOL CHILLED WATER LOOP RETURN TEMP
SB-LCP LOCAL CONTROL PANEL SIGNALS TEMP SIGNAL OXB-CCP 4#18 TS
TIT-60.5 GLYCOL CHILLED WATER LOOP RETURN TEMP
FEMALE HOLDING TANK RAISE/LOWER SWITCH FHT-50.1-VFD 4#14
FHi-ZS-1 FLOOR RAISED FHT-50.1-VFD 2#14
TEMP SIGNAL OXB-CCP 4#18 TS
TIT-60.6 SITE DRAIN WAT ER TEMP g=
o w
c
FHi-ZS-2 FLOOR LOWERED FHT-50.1-VFD 2#14
TEMP SIGNAL OXB-CCP 4#18 TS o p
MALE HOLDING TANK RAISE/LOWER SWITCH MHT-50.1-VFD 4#14 P-60.5-MS CONDENSER WATER SUPPLY PUMP
MHT-ZS-1 FLOOR RAISED MHT-50.1-VFD 2#14
START,STOP,FAULT,RUN STATUS OXB-CCP 8#14
MHT-ZS-2 FLOOR LOWERED MHT-50.1-VFD 2#14 ip3b
P-60.6-MS CONDENSER WATER SUPPLY PUMP
BRAILRAISE/LOWER SWITCH BRL-50.1-VFD 4#14 START,STOP,FAULT,RUN STATUS OXB-CCP 8#14
BRL-ZS-1 RAISED BRL-50.1-VFD 2#14 TIT-60.8 TEMPERED CONDENSER SUPPLY WATER TEMP
BRL-ZS-2 LOWERED BRL-50.1-VFD 2#14 TEMP SIGNAL OXB-CCP 4#18 TS v
FISH BASKET ELEVATOR RAISE/LOWER SWITCH FBE-50.1-VFD 4#14 ACV-60.2 CONDENSER WATER LOOP TEMP SETTING VALVE
FBE-ZS-1 RAISED FBE-50.1-VFD 2#14 POSITION COMMAND,POSITION FEEDBACK OXB-CCP 2#18TSP
FBE-ZS-2 LOWERED FBE-50.1-VFD 2#14 AUTO STATUS OXB-CCP 2#14 w d E
G-50.1 OPEN/CLOSE SELECTOR SWITCH SB-RIO 4#14 TIT-60.7 SITE DRAIN WATER TEMP
G-50.1 OPEN/CLOSE INDICATOR LIGHTS SB-RIO 4#14 TEMP SIGNAL OXB-CCP 4#18 TS Z °'CROSS CROWDER 1 FWD/REV,RAISE/LOWER JOYSTICK SB-RIO 4#14 FE-60.5 CHILLER ROOM EXHAUST AIRFLOW ;u m d
CROSS CROWDER 2 FWD/REV,RAISE/LOWER JOYSTICK SB-RIO 4#14 POWER OXB-CCP 2#14 V to B
a
WEIR ON/OFF SWITCH SB-RIO 4#14 FLOW SIGNAL OXB-CCP 1#18TSP t A Z t
SPARE SB-RIO 10#14 L-1 EMERGENCY LOUVER
5 N
FHT-50.1-VFD FEMALE HOLDING TANK VFD ENCLOSURE CLOSE COMMAND OXB-CCP 2#14
LOWERED/RAISED INDICATION AND SPARE SB-RID 8#14 OPENED STATUS OXB-CCP 2#14 0
MHT-50.1-VFD MALE HOLDING TANK VFD ENCLOSURE L-2 INLET LOUVER 2
LOWERED/RAISED INDICATION AND SPARE SB-RIO 8#14 CLOSE COMMAND OXB-CCP 2#14
BRL-50.1-VFD BRAIL VFD ENCLOSURE OPENED STATUS OXB-CCP 2#14
LOWERED/RAISED INDICATION AND SPARE SB-RIO 8#14 L-3 EXHAUST LOUVER
FBE-50.1-VFD FISH BASKET ELEVATOR VFD ENCLOSURE CLOSE COMMAND OXB-CCP 2#14
LOWERED/RAISED INDICATION AND SPARE SB-RIO 8#14 OPENED STATUS OXB-CCP 2#14
PH-1 PENTHOUSE LOUVER
POWER OXB-CCP 2#14
POSITION COMMAND,POSITION FEEDBACK OXB-CCP 2#18TSP
FS-60.1 EF-6 FLOW VERIFICATION SWITCH
POWER OXB-CCP 2#14
o FLOW STATUS OXB-CCP 2#14
TIT-60.9 BYPASS TEMP
TEMP SIGNAL OXB-CCP 2#14
o TIT-60.10 INC WATER TEMP Z
TEMP SIGNAL OXB-CCP 2#14 d W Z LL.I
= J
TIT-60.11 INC CHILLED WATER TEMP U CUD
S TEMP SIGNAL OXB-CCP 2#14 Q w 0
w AIT-60.1 CHILLER ANALYZER (if (If LLI
a FAULT OXB-CCP 2#14 U _
ALK OXB-CCP 2#14 d m
" SIGNAL OXB-CCP 1#18TSP X
3LLJ
LE-60.1 OVERFLOW BOX LEVEL TRANSDUCER 2 m U J m 0 O DO
o SIGNAL LIT-60.1 MFR.
LIT-60.1 OVERFLOW BOX LEVEL TRANSMITTER Q
a SIGNAL OXB-CCP 1#18TSP C)
ry LSH-60.1 OVERFLOW BOX HIGH LEVEL SWITCH
SIGNAL OXB-CCP 4#18 TS
h LSL-60.1 OVERFLOW BOX LOW LEVEL SWITCH
8 SIGNAL OXB-CCP 4#18 TS
'o
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 121111
Careful listening.Dynamic solutions SHEET
wwwdrengineering.nel
Phone:[phone] Project:20DAC01 GI 7
©Schnabel Engineering 2016 All Rights Reserved

CORRECT MOUNTING OF PROBE PROBE
MUST BE MOUNTED LEVEL USE WEATHER
o ° SHIELD IF MOUNTED OUTSIDE
O NOTES DETAIL NOTES:
MAGNETIC TERMINAL
FLOW 1. VERIFY ZERO GROUND POTENTIAL J-BOX 1. VERIFY ZERO GROUND POTENTIAL
TRANSMITTER BETWEEN FLOW TUBE AND II I, FILL INLET BETWEEN FLOW TUBE AND
o o TRANSMITTER GROUND TERMINAL. TRANSMITTER GROUND TERMINAL.
VENDOR POWER CABLE o O ° II 2. CONNECT TRANSMITTER GROUND
2. CONNECT TRANSMITTER GROUND TANK STILLING PIPE I TERMINAL TO GROUND RINGS.
VENDOR SIGNAL CABLE 10
TERMINAL TO GROUND RINGS. II POWER a
o - o INDICATING TRANSMITTER--, J-BOX 3. METER BODY SHALL BE CONNECTED m 3. METER BODY SHALL BE CONNECTED
3/4" PVC I I TO EARTH GROUND POTENTIAL.
JACKETED TO EARTH GROUND POTENTIAL.
FLEXIBLE CONDUIT 4. EQUALIZE POTENTIAL VIA GROUND
MAGNETIC FLOW TUBE a 4. EQUALIZE POTENTIAL VIA GROUND I
z 3 RINGS BETWEEN FLUID AND MAG o METER,BETWEEN FLUID AND MAG
o METER.
GROUNDING RINGS GROUNDING RINGS
1-#8 XHHW I
I I >
rc
FLUID LEVEL II
III x�
0 ow
�# #BXHHW
BXHHW MAGNETIC hLGW IUBL- _ w
RAN 0
o
nREMOTE TRANSMITTER MAG METER DETAIL nULTRASONIC TRANSMITTER TANK MOUNTING nINTEGRAL TRANSMITTER FLOWMETER DETAIL
GIB SCALE:N.T.S. GIa SCALE:N.T.S. GIB SCALE:N.T.S. w
V
® d.Jr y.� Qa� qQqq
ip3b O
TERMINAL
J-BOX
v
BULKHEAD/POLYPHASER
TEMPERATURE (�w �' 0
TRANSMITTER O ETHERNET CABLE w S M c°�,
bto
to
•C9 to$d
RADIO&ANTENNA
PRESSURE GA kV ..a
0 1/2"THERMOWELL MAX. 4-FT FLEX Z t`c to
CONDUIT SWEEPING w o_
c PRESSURE —ATTACHMENT CLAMPS&ADJUSTABLE MOUNTS
DO
0 WN AND AWAY y
0
GAUGE LOGE-- TRANSMITTER TEMPERATURE ELEMENT--__� 7VFROM TRANSMITTER
DIAPHRAGM SEAL
FILL PL
TERMINAL
DRAIN LINE J-BOX
/ O O
2 VALVE MANIFOLD/ #4G TO ANTENNA GROUND WELL
BLOCK AND BLEED
nTEMPERATURE TRANSMITTER MOUNTING DETAIL
J
o GIa SCALE:N.T.S. 0
WELD-O-LET OP } } Z
o THREAD-0-1 Q K O
o = z U _
a F COO oZf �
_ Of Z
ANTENNA MOUNTING DETAIL � Ln �j Q
GIa SCALE:N.T.S. d � m Q w
3 nPRESSURE TRANSMITTER&GAUGE MOUNTING DETAIL
m GIB SCALE:N.T.S. = co Z 0
Q X O w
o Cl
a D
a
h U)
Z
0
ro
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 12/23/20
Careful listening.Dynamic solutions SHEET
wwwdtengineering.nel
Phone:[phone] Project:20DAC01 GI 8
©Schnabel Engineering 2016 All Rights Reserved

TO DISPLAY
WHITE
RED BACKGROUND WITH WHITE LETTERING
DANGER BLACK BACKROUND o
OPENING IN GRA
DO NOT ENTER
U
WHEN LIGHTS 1.
ARE FLASHING WHITE BACKROUND WITH BLACK LETTERING
ALARM STROBE
TO DISPLAY
REFRIGERATION MONITORING REMOTE DISPLAY
ff NEMA 4X TERMINAL BOX OPENING IN G G
O O ❑O E-STOP M
1 _
o �
n w
1.
0
w�
9 CHILER ROOM SIGNAGE DETAIL yd�BDb� Q,e
w d E
W $n U
V z 1 o N
w o L
65 N
v
3
020AERATION TOWER RADAR LEVEL TRANSMITTER AND LEVEL SWITCH MOUNTINI
G19 SCALE:N.T.S.
J
O
H
z � O
a LU z U —
F (Oj oZf
w � 2 Of Z
w = O 0 J
a 0LLo Q
o 00 Q ~
N w
m 0 Z 0
0 0 O w
a D
a
h U)
Z
0
U
9
a t
PROJECT: DA592013.00
DC ENGINEERING DATE: 121111
Careful listening.Dynamic solutions SHEET
wwwdtengineering.ne,
Phone:[phone] Project:20DAC01 GI 9
©Schnabel Engineering 2016 All Rights Reserved