AM-WRF DEWATERING IMPROVEMENTS PROJECT

W A S H I N G T O N
C A L I F O R N I A
I D A H O COBURG
ALBANY
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G-001
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ADJUST SCALES ACCORDINGLY.
THIS DOCUMENT, INCLUDING THE INCORPORATED DESIGNS, IS AN INSTRUMENT OF SERVICE FOR THIS PROJECT AND SHALL NOT BE USED FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION
OF KENNEDY/JENKS CONSULTANTS ©. JANUARY 2021
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AM-WRF DEWATERING IMPROVEMENTS PROJECT
PROJECT VICINITY
PROJECT NUMBER SS-20-02
GENERAL G-001 TITLE SHEET, REGION AND VICINITY MAPS G-002 SHEET INDEX, EQUIPMENT PREFIXES AND ABBREVIATIONS G-003 PIPING SCHEDULE AND GENERAL SYMBOLS G-004 SOLIDS STREAM PROCESS SCHEMATIC AND DESIGN CRITERIA CIVIL C-001 CIVIL DETAILS C-100 OVERALL SITE PLAN DEMOLITION D-201 DEWATERING BUILDING DEMOLITION PLAN D-202 DEWATERING BUILDING HVAC AND COMPRESSED AIR DEMOLITION PLAN D-211 CAKE STORAGE BUILDING DEMOLITION PLAN ARCHITECTURAL A-001 CODE SUMMARY, SCHEDULES AND NOTES A-211 CAKE STORAGE BUILDING ELEVATIONS STRUCTURAL S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS S-002 SPECIAL INSPECTION AND TESTING SCHEDULE S-003 STANDARD DETAILS S-201 DEWATERING BUILDING FLOOR PLAN AND PLATFORM PLAN S-202 DEWATERING BUILDING SECTIONS S-203 DEWATERING BUILDING SECTIONS AND DETAILS S-204 DEWATERING BUILDING DETAILS 1 S-205 DEWATERING BUILDING DETAILS 2 S-210 CAKE STORAGE BUILDING FLOOR PLAN S-211 CAKE STORAGE BUILDING TOP PLAN S-212 CAKE STORAGE BUILDING SECTIONS S-213 CAKE STORAGE BUILDING SECTIONS AND DETAILS MECHANICAL M-001 PIPING SYMBOLS AND NOTES M-002 STANDARD DETAILS M-005 HVAC SCHEDULE, LEGEND AND ABBREVIATIONS M-006 CAKE STORAGE BUILDING AND DEWATERING BUILDING HVAC SCHEMATICS M-200 DEWATERING BUILDING TOP PLAN M-201 DEWATERING BUILDING PARTIAL BOTTOM PLAN M-202 DEWATERING BUILDING SECTIONS 1 M-203 DEWATERING BUILDING SECTIONS 2 M-205 DEWATERING BUILDING HVAC PLAN M-211 CAKE STORAGE BUILDING PLAN M-212 CAKE STORAGE BUILDING SECTIONS INSTRUMENTATION I-001 LEGEND I-004 NETWORK BLOCK DIAGRAM I-011 P&ID BIOSOLIDS TRANSFER AND SLUDGE FEED PUMPS I-012 P&ID POLYMER FEED SYSTEM I-013 P&ID ROTARY SCREW PRESS 1 I-014 P&ID ROTARY SCREW PRESS 2 I-015 P&ID SCREW PRESS CONVEYORS I-016 P&ID CAKE CONVEYORS I-017 P&ID VENTILATION AND ODOR CONTROL ELECTRICAL E-001 LEGEND AND ABBREVIATIONS E-002 STANDARD DETAILS 1 E-003 STANDARD DETAILS 2 E-005 MCC 10A / 10B SINGLE LINE DIAGRAM DEMOLITION E-006 EXISTING SWBD 10A / 10B SINGLE LINE DIAGRAM AND MCC 10A / 10B ELEVATIONS - DEMOLITION E-007 MCC 10A / 10B SINGLE LINE DIAGRAM E-008 MCC 10A / 10B ELEVATIONS E-009 CONDUIT AND WIRE SCHEDULE 1 E-010 CONDUIT AND WIRE SCHEDULE 2 E-011 PANELBOARD SCHEDULES E-012 CONDUIT ROUTING SCHEMATIC 1 E-013 CONDUIT ROUTING SCHEMATIC 2 E-014 CONDUIT ROUTING SCHEMATIC 3 E-015 CONDUIT ROUTING SCHEMATIC 4 E-020 WIRING DIAGRAMS FIRE ALARM SYSTEM AND SPARE STARTER E-021 WIRING DIAGRAMS EXHAUST FANS E-022 WIRING DIAGRAMS SLUDGE FEED PUMP E-023 WIRING DIAGRAMS SLUDGE FEED PUMP (CONTINUED) E-024 WIRING DIAGRAMS SCREW PRESS AND CAKE CONVEYOR LCS E-025 WIRING DIAGRAMS SCREW PRESS AND CAKE CONVEYOR LCS (CONTINUED) E-026 WIRING DIAGRAMS (E) EAST BAY - CAKE LOADING CONVEYORS E-027 WIRING DIAGRAMS SCREW CONVEYORS AND CAKE CONVEYORS E-028 WIRING DIAGRAMS CAKE STORAGE BUILDING ODOR CONTROL UNIT AND GO NOGO STATIONS E-029 WIRING DIAGRAMS (F) COMPOSTING SUPPLY FAN AND (F) COMPOSTING EXHAUST FAN E-030 WIRING DIAGRAMS POLYMER AND SCREW PRESS EXHAUST FANS E-101 SITE PLAN E-201 DEWATERING BUILDING POWER, CONTROL AND SIGNAL PLAN E-202 DEWATERING BUILDING MEZZANINE POWER, CONTROL AND SIGNAL PLAN E-211 CAKE STORAGE BUILDING POWER, CONTROL AND SIGNAL PLAN
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G-002
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SHEET INDEX: ABBREVIATIONS: & AND L ANGLE @ AT " INCH SUPERSCRIPT ' FOOT SUPERSCRIPT Ø PHASE, DIAMETER A AIR OR PNEUMATIC AB ANCHOR BOLT, AGGREGATE BASE AC ASBESTOS CEMENT A/C ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AFF ABOVE FINISHED FLOOR AGG AGGREGATE ALUM ALUMINUM APPROX APPROXIMATE (-LY) APN ASSESORS PARCEL NUMBER ARCH ARCHITECT (-URAL) ARV AIR RELEASE VALVE AU ABOVEGROUND UTILITY AVE AVENUE AVG AVERAGE AVV AIR VACUUM VALVE
BF BLIND FLANGE BFP BACKFLOW PREVENTER BFV BUTTERFLY VALVE BM BENCH MARK BFPV BACKFLOW PREVENTER VALVE BLDG BUILDING BO BLOW OFF
CAV COMBINATION AIR VALVE CB CATCH BASIN CI CAST IRON CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE C CENTERLINE CY CUBIC YARD CL CLASS, CENTERLINE CLR CLEAR (-ANCE) COL COLUMN CONC CONCRETE CONN CONNECT (-S, -TION) CONST CONSTRUCT (-TION) CONT CONTINU (-ED, -OUS)
L
(D) DEMOLISH DEF DEFLECT DI DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE DIM DIMENSION DR DIMENSION RATIO DWG DRAWING
(E), EXIST EXISTING E EAST EA EACH ECC ECCENTRIC EDAC EDGE OF ASPHALT EL ELEVATION ELEC ELECTRIC (-AL) ELL ELBOW ENCL ENCLOSURE ENGR ENGINEER ENV DEPARTMENT OF ENVIRONMENTAL SERVICES,
CITY AND COUNTY OF HONOLULU EP, EOP EDGE OF PAVEMENT EQUIP EQUIPMENT ETC ET CETERA EXP JT EXPANSION JOINT EXT EXTERIOR
(F) FUTURE FT FEET (FOOT) FC FLEXIBLE COUPLING FCA FLANGED COUPLING ADAPTER FF FINISHED FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLANGED FLEX FLEXIBLE FM FLOW METER, FINISHED GRADE FRP FIBERGLASS REINFORCED PLASTIC
GB GRADE BREAK GPD GALLONS PER DAY GPM GALLONS PER MINUTE GS GALVANIZED STEEL GV GATE VALVE GALV GALVANIZE GEN GENERATOR GND GROUND GP GUARD POST
HB HOSE BIBB HDPE HIGH DENSITY POLYETHYLENE HVAC HEATING, VENTILATING & AIR CONDITIONING HT HEIGHT HORIZ HORIZONTAL HP HORSEPOWER HWY HIGHWAY
ICV IRRIGATION CONTROL VALVE ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT IRR IRRIGATION
JB JUNCTION BOX
LF LINEAR FEET LT LEFT LTG LIGHTING
MFR MANUFACTURER MGD MILLION GALLONS PER DAY (M) MODIFIED MH MANHOLE MJ MECHANICAL JOINT MATL, MTL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MPT MALE PIPE THREAD MW MONITORING WELL
(N) NEW N NORTH NC NORMALLY CLOSED NFC NOT FOR CONSTRUCTION NO NORMALLY OPEN, NUMBER NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE N/A NOT APPLICABLE NOM NOMINAL
OC ON CENTER OD OUTSIDE DIAMETER OF OVERFLOW OH OVERHEAD
P PIPE PC POINT OF CURVATURE PE PERMANENT EASEMENT PG PRESSURE GAUGE ASSEMBLY PL PROPERTY LINE PP POWER POLE PROP PROPOSED PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH-GAUGE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE
R RADIUS (R) RELOCATE RCP REINFORCED CONCRETE PIPE RD ROAD RR RAILROAD RT RIGHT RS RAW SEWAGE R/W RIGHT-OF-WAY RW RECYCLED WATER RWL RAINWATER LEADER RWP RECYCLED WATER PIPE RED REDUCE REF REFERENCE REINF REINFORCING (-MENT) REQ'D REQUIRED
S SOUTH SA SAMPLE SCHED SCHEDULE SCO SANITARY SEWER CLEAN OUT SD STORM DRAIN SECT SECTION SHT, SH SHEET SIM SIMILAR SL SIGNAL LIGHT SPEC SPECIFICATION SQ SQUARE IN2 SQUARE INCHES SS SANITARY SEWER, STAINLESS STEEL SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STND STANDARD SURF SURFACE SWBD SWITCH BOARD SWPPP STORM WATER POLLUTION
PREVENTION PLAN
QSD QUALIFIED SWPPP DEVELOPER
t THICKNESS T TYPE TB THRUST BLOCK TBM TEMPORARY BENCH MARK TCE TEMPORARY CONSTRUCTION EASEMENT TEL TELEPHONE THK THICK TOP TOP OF PAVEMENT TOS TOP OF SLAB TPM TENTATIVE PARCEL MAP TYP TYPICAL
UG UNDERGROUND UPRR UNION PACIFIC RAILROAD
V VENT VAR VARIES VCP VITRIFIED CLAY PIPE VERT VERTICAL VTR VENT THROUGH ROOF
W WEST; WIDE; WIDTH WAB WORK AREA BOUNDARY WP WEATHER PROTECTED WS WELDED STEEL WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH WWTP WASTEWATER TREATMENT PLANT W/ WITH W/IN WITHIN W/O WITHOUT WSP WELDED STEEL PIPE
XING CROSSING
AIR DRYER
AUTOMATIC TRANSFER SWITCH
BACKFLOW PREVENTER
BUTTERFLY VALVE
BALL VALVE
COLLECTOR
COMPRESSOR (AIR, GAS, ETC.)CP
MISCELLANEOUS EQUIPMENT
MOTOR OPERATOR
PRESSURE DIFFERENTIAL CONTROL VALVE
DEAERATOR
DIGESTER FLOATING COVER DISTRIBUTOR (ARM TYPE, EDUCTOR, EJECTOR, DIFFUSER, ETC.)
DAMPER
FAN
PNL
POP
PRV
PSV
PV
PVL
SBD
SC
SCL
SCN
SEP
SWG
SLR
SMP
SRT
T
TBX
TCV
PNEUMATIC OPERATOR PRESSURE CONTROLLED VALVE (NON SELF-ACTING)
PRESSURE SAFETY VALVE (VACUUM OR PRESSURE RELIEF)
PLUG VALVE PRESSURE VESSEL (AIR RECEIVER, ETC)
SWITCHBOARD (ELECTRICAL)
SPEED CONTROLLER
SEPARATOR (SEDIMENTATION TRAP, DRIP TRAP, CYCLONE, STRAINER, ETC)
SWITCHGEAR
SILENCER
SAMPLER
TERMINAL BOX, BOARD, OR CABINET (ELECTRICAL, INSTRUMENTATION, TELEPHONE) TEMPERATURE CONTROL VALVE (SELF-ACTING)
FV
GBV
GBT
GEN
GT
GV
HEX
HH
HOP
HTR
HTT
INJ
KV
LCV
LV
LVR
GLOBE VALVE
GATE VALVE
HEAT TRACE TAPE
LOUVER
TEL
TFR
TSV
TV
UH
US
UVM
VIB
WHR
WSU
YV
UNIT HEATER
UTILITY STATION
DU DRIVE UNIT
BOILERBLR
STP SOUND TRAP
SV SOLENOID VALVE
VERTICAL DATUM: EXISTING ELEVATIONS SHOWN ARE BASED ON OWNER PROVIDED RECORD DRAWINGS. VERTICAL DATUM IS NGVD (29) 47. CONTRACTOR TO FIELD VERIFY AS NEEDED.
FLAG NOTE
ELEVATION MARK
ELEVATION MARK
DEMOLITION
INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN.
NOTES:
CUTTING PLANE (SECTION)
BREAK LINE (LONG)
BREAK LINE (SHORT)
DETAIL REFERENCE
DETAIL (NUMERAL) 1
SECTION REFERENCE SECTION DRAWN ON SHEET G-004:
SHEET WHERE SECTION IS REFERENCED
A G-004
A G-006
SECTION (LETTER)
SECTION (LETTER)
(IN PLAN OR SECTION) ASPHALT CONCRETE (EXISTING)
ABBREV SYSTEM SIZE SERVICE FLOW PIPE TYPE MATERIAL LINING VALVE SYSTEM TEST PRESSURE INSULATION
D DRAIN <4" E/S G V-1 PVC - B 20 NO
D DRAIN ≤4" B/C G N-3 CI - - 6 NO
D DRAIN >4" B/C G N-1 DI CM B 20 NO
D DRAIN ≥4" E/S G N-2 DI CM B 20 NO
NG NATURAL GAS ALL E P X-1 BS - J 30 NO
POL POLYMER ALL B/C P V-1 PVC - C 75 NO
POLS POLYMER SOLUTION ALL B/C P V-1 PVC - C 75 NO
SLF SLUDGE FEED <4" E/S P Y-1 GS - B 100 NO
SLF SLUDGE FEED ≥4" B/C P N-1 DI CM B 100 NO
SLF SLUDGE FEED ≥4" E/S P N-2 DI CM B 100 NO
V VENT <4" E/S G Q-3 ABS - - 6 NO
1W POTABLE WATER <4" B/E P T-1 CU - E 125 NO
1W POTABLE WATER ≥4" B P N-1 DI CM A 125 NO
1W POTABLE WATER ≥4" E P N-2 DI CM A 125 NO
2W NON-POTABLE WATER <4" B/E P V-1 PVC - A 125 NO
2W NON-POTABLE WATER ≥4" B P N-1 DI CM A 125 NO
2W NON-POTABLE WATER ≥4" E P N-2 DI CM A 125 NO
3W PLANT SERVICE WATER <4" B/E P V-1 PVC - A 125 NO
3W PLANT SERVICE WATER ≥4" B P N-1 DI CM A 125 NO
3W PLANT SERVICE WATER ≥4" E P N-2 DI CM A 125 NO
SIZE NOMINAL DIAMETER IN INCHES
SERVICE B = BURIED C = CONCRETE ENCASED E = EXPOSED
MATERIAL FOR REFERENCE ONLY, SEE SPECIFICATION 15050 FOR DETAILED PIPE MATERIALS. ABS = ACRYLONITRILE BUTADIENE-STYRENE BS = BLACK STEEL CI = CAST IRON CU = COPPER DI = DUCTILE IRON GS = GALVANIZED STEEL PVC = POLYVINYL CHLORIDE
VALVE SYSTEM SEE SPECIFICATION 15050 UNLESS NOTED.
TEST PRESSURE PRESSURE IN PSI
PIPING SCHEDULE LEGEND:
EQUIPMENT DESIGNATIONS
SITE CODE
WW1-015FV6001
G-003
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(E) LIVE BOTTOM SCREW AND
INCLINED SCREW CONVEYORS
FEED PUMPS (E) SLUDGE
YEAR 2020, PPD (DRY) YEAR 2040, PPD (DRY)
MAXIMUM MONTH YEAR 2020 PPD (DRY) YEAR 2040 PPD (DRY)
SOLIDS CONCENTRATION, %
TYPE NUMBER CAPACITY, GPM HEAD, FT POWER, HP
SLUDGE FEED PUMPS (EXISTING) TYPE NUMBER CAPACITY, GPM DISCHARGE PRESSURE, PSI POWER, HP
DEWATERING FLOCCULATION TANKS
ROTARY SCREW PRESSES NUMBER CAPACITY, EACH UNIT
HYDRAULIC, GPM MASS, DRY LB/HR
POWER, HP (EACH UNIT) CAPTURE RATE % CAKE SOLIDS CONCENTRATION, % POLYMER CONSUMPTION, ACTIVE LB/DT
POLYMER SYSTEM NUMBER POLYMER TYPE CAPACITY RANGE
POLYMER, GPH (EACH UNIT) DILUTION WATER, GPM (EACH UNIT)
STORAGE TYPE CAKE CONVEYANCE
SCREW PRESS CONVEYORS TYPE NUMBER LENGTH, FT POWER, HP (EACH)
CAKE CONVEYORS TYPE NUMBER LENGTH, FT POWER, HP (EACH)
CAKE STORAGE 1 TOTAL AREA, SF TOTAL CAKE VOLUME, CY DAYS OF STORAGE 2
ODOR CONTROL TYPE CAPACITY, CFM POWER, HP
VALUE
15-25
25
NOTES:
1. VALUES ASSUME USE OF THE EAST BAY OF THE EXISTING CAKE STORAGE BUILDING. TOTAL MATERIAL HEIGHT IS ASSUMED TO BE 8 FEET AND 25 PERCENT OF THE TOTAL SPACE IS ASSUMED TO BE OPEN FOR MOVEMENT OF MATERIALS HANDLING EQUIPMENT.
2. VALUE CALCULATED AT YEAR 2020 AVERAGE ANNUAL SOLIDS PRODUCTION.
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<3"
AC PAVING, OR GROUND COVER, OR CONCRETE SLAB WHERE APPLICABLESLOPE TRENCH
AS REQUIRED
5" 10"
NOTE:
1. WHERE SHORING IS REQUIRED, "A" IS TO THE BACK OF SHORING.
PIPE ZONE MATERIAL (PER SPEC SECTION 02300) 95% RELATIVE COMPACTION
SELECT FILL (PER SECTION 02300) 95% RELATIVE COMPACTION. IN PAVED AREAS USE AGGREGATE BASE (PER SECTION 02300) 95% RELATIVE COMPACTION
>12", <24" 12" >3", <12"
WARNING TAPE 6" MIN
2BOLLARD DETAIL
8" SCHEDULE 40 STEEL PIPE, FILL WITH CONCRETE
1" GROUT SLOPE AWAY FROM PIPE
95% RELATIVE COMPACTION SELECT FILL ALL AROUND
CONCRETE ENCASEMENT
1. STEEL PIPE SHALL BE SEAMLESS, CONFORMING TO TO ASTM A53, GRADE A.
2. HOT DIP GALVANIZED PIPE IN ACCORDANCE WITH ASTM A525, G-90 COMMERCIAL.
3. PROVIDE A PROTECTIVE COATING PER SECTION 09960. COLOR SHALL BE SAFETY YELLOW.
ASPHALT CONCRETE, 5" COMPACTED THICKNESS
SUBGRADE
NOTE:
1. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 304 "ASPHALT CONCRETE PAVEMENT" OF THE CITY OF ALBANY STANDARD CONSTRUCTION SPECIFICATIONS.
2. ASPHALT SHALL BE REPLACED 12" PAST THE DEMOLITION EDGES. THE 12" SECTIONS OF ASPHALT ON EACH SIDE OF THE DEMOLISHED AREA SHALL BE SAWCUT AND REMOVED IMMEDIATELY PRIOR TO PLACING NEW ASPHALT.
(E) A/C
(E) A/C
3TYPICAL ASPHALT CONCRETE PAVING CUTBACK DETAIL
AGGREGATE BASE PER SECTION 02300 12" COMPACTED THICKNESS AT 95% RELATIVE COMPACTION
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(E) AEROBIC DIGESTERS
(E) BLOWER BUILDING
PROJECT LIMITS
(E) AEROBIC DIGESTER TRANSFER PUMP VALVE VAULT
3W ACCESS, SEE NOTE 6 1
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OVERALL SITE PLAN
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1. PLANT PERIMETER FENCING SHALL REMAIN INTACT AT ALL TIMES.
2. CONTRACTOR TO MAINTAIN ACCESS TO ALL PORTIONS OF THE PLANT FOR PLANT PERSONNEL AT ALL TIMES. CONTRACTOR SHALL COORDINATE ACCESS WITH OTHER CONTRACTORS ON SITE.
3. CONTRACTOR SHALL RESTRICT MOVEMENT AROUND THE PLANT TO THE AREAS AND ROUTES INDICATED ON THIS DRAWING UNLESS APPROVED OTHERWISE.
4. CONTRACTOR SHALL LIMIT PARKING AND STORAGE OF MATERIALS TO THE DESIGNATED STAGING AREA FOR THE PROJECT.
5. PROVIDE TEMPORARY BIOSOLIDS DEWATERING FACILITIES AT LOCATION SHOWN PER REQUIREMENTS OF SPECIFICATION SECTION 01500. PROVIDE TEMPORARY POWER AND CONNECTION TO OWNER'S CONTROL SYSTEM. FROM WITHIN THE EXISTING INFLUENT PUMPING STATION. SEE ELECTRICAL SHEET E-101. PROVIDE WASHWATER BY CONNECTING TO THE EXISTING 1 1/2-INCH 3W LINE LOCATED IN THE BOILER ROOM OF THE EXISTING HEADWORKS BUILDING. PROVIDE TEMPORARY PIPING TO CONNECT THE AEROBIC DIGESTER TRANSFER PUMP TO THE TEMPORARY BIOSOLIDS DEWATERING SYSTEM. CONNECTION TO EXISTING SLUDGE TRANSFER PIPING SYSTEM CAN BE MADE WITHIN THE EXISTING AEROBIC DIGESTER TRANSFER PUMP VALVE VAULT. DISCHARGE FILTRATE TO ADJACENT SANITARY SEWER MANHOLE.
6. 3W WATER FOR THE TEMPORARY BIOSOLIDS DEWATERING FACILITY MAY BE ACCESSED AT THE NORTH END OF THE LOWER LEVEL OF THE EXISTING HEADWORKS BUILDING VIA AN EXISTING 1 ½ INCH UTILITY WATER STATION WITH QUICK CONNECT. IF LARGER SIZED SUPPLY IS NEEDED, 2-INCH AND 3-INCH SUPPLY LINES ARE ALSO LOCATED WITHIN THE NORTH END OF THE LOWER LEVEL OF THE EXISTING HEADWORKS BUILDING BUT WILL REQUIRE INSERTING A CONNECTION POINT INTO THE EXISTING PIPING. CONTRACTOR TO RESTORE PIPING SYSTEM TO ORIGINAL OR BETTER CONDITION PRIOR TO COMPLETION OF THE WORK.
GENERAL NOTES:
SEE SPECIFICATION SECTION 01010 FOR CONSTRUCTION SEQUENCING AND TEMPORARY SOLIDS DEWATERING FACILITIES THAT MUST BE IN PLACE PRIOR TO INITIATING DEMOLITION WORK.
REPAIR HOLES AND MINOR SURFACE DAMAGE IN CONCRETE FROM DEMOLITION PER DETAIL S-3060 .
METAL ANCHORS AND CUT BARS ASSOCIATED WITH DEMOLITION SHALL BE BURNED BACK 1-INCH BELOW CONCRETE SURFACE. FILL WITH REPAIR MORTAR TO MATCH FINISH AND SURFACE ELEVATION OF EXISTING ADJACENT SURFACE.
PULL WIRES BACK FROM EQUIPMENT/DEVICES BEING DEMOLISHED TO SOURCE. REMOVE EXPOSED CONDUIT, FITTINGS AND ACCESSORIES FROM DEVICE TO SOURCE. CONDUIT EMBEDDED IN CONCRETE SHALL BE CAPPED AND SEALED.
DEMOLISH 6-INCH SLF PIPE ABOVE FLOOR FOR CONNECTION OF NEW SLF PIPE TO FEED NEW ROTARY SCREW PRESSES.
DEMOLISH BELT FILTER PRESSES, BELT PRESS MEZZANINE STRUCTURES, CONCRETE SUPPORT PIERS, ASSOCIATED EXPOSED PIPING AND SUPPORTS, AND ASSOCIATED ELECTRICAL AND CONTROL EQUIPMENT. ONE OF TWO BELT FILTER PRESSES IS SHOWN FOR CLARITY. DEMOLISH BOTH BELT FILTER PRESSES AND ASSOCIATED ITEMS AS LISTED.
DEMOLISH BELT FILTER SUMP GRATING THAT IS LOCATED BENEATH BOTH BELT FILTER PRESSES. DEMOLISH GRATING, SUPPORTS, ANCHORS AND ASSOCIATED ITEMS.
DEMOLISH CAKE PUMPS, EQUIPMENT SUPPORTS, PIPING AND ASSOCIATED ELECTRICAL/CONTROL EQUIPMENT.
DEMOLISH WASHWATER BOOSTER PUMPS, EQUIPMENT SUPPORTS, PIPING AND ASSOCIATED ELECTRICAL/CONTROL EQUIPMENT.
CAP AND ABANDON EXISTING 1 1/2-INCH 3W 6 INCHES ABOVE FLOOR ELEVATION.
DEMOLISH DUPLEX BASKET STRAINER.
DEMOLISH SEAL WATER STATION AND ASSOCIATED PIPING AND SUPPORTS. CAP 2W PIPE THAT PROVIDES WATER TO THE STATION.
CAP AND ABANDON 2W SEAL WATER LINES 6 INCHES ABOVE FLOOR ELEVATION.
CAP AND ABANDON 3-INCH 3W PIPE 6 INCHES ABOVE FLOOR ELEVATION.
DEMOLISH 6-INCH AND 8-INCH DWS PIPING IN UTILITY TRENCH. DEMOLISH TRENCH COVERS AND SUPPORTS. FILL TRENCH WITH CONCRETE, SEE STRUCTURAL SHEETS.
DEMOLISH 8-INCH DWS PIPE, 1/2-INCH PA PIPE, ASSOCIATED HEAT TRACING, SUPPORTS AND PRECAST CONCRETE UTILITY TRENCH BETWEEN THE CAKE STORAGE BUILDING AND DEWATERING BUILDING. BACKFILL AND REPAIR ROAD SURFACE PER DETAILS 1/C-001 AND 3/C-001.
DEMOLISH POLYMER METERING PUMP, EQUIPMENT SUPPORTS, SUCTION AND DISCHARGE PIPING AND ASSOCIATED ELECTRICAL/CONTROL EQUIPMENT. CAP CONNECTION TO UPSTREAM 2-INCH POLS PIPE. DEMOLISH POLYMER DISCHARGE PIPE BETWEEN PUMP AND CONNECTION POINT TO THE 8-INCH DWS PIPE NEAR CAKE PUMP 2.
FILL SUMP BENEATH EACH BELT FILTER PRESS WITH CONCRETE. SEE STRUCTURAL SHEETS.
DEMOLISH WINDOW AND PROVIDE WALL PENETRATION FOR NEW SCREW CONVEYORS. SEE SHEET S-203.
CORE DRILL FOR NEW 2W LINE. SEE SHEET M-203 FOR ADDITIONAL DEMOLITION.
RELOCATE PER SHEET D-202.
DEMOLISH FLOOR DRAIN AND SURROUNDING CONCRETE AS NEEDED TO CONNECT TO EXISTING DRAIN AS SHOWN ON SHEET M-202. SIMILAR FOR EACH BELT FILTER PRESS.
DEMOLISH POLYMER FEED SYSTEM INCLUDING WETTING UNIT, POLYMER MIXING/HOLDING TANKS, MIXERS, POLYMER FEED PUMPS, PIPING, CONTROL PANEL AND ASSOCIATED ELECTRICAL/CONTROL EQUIPMENT.
PROVIDE BLIND FLANGE.
CAP 1/2-INCH PA LINES 6 INCHES ABOVE FLOOR.
CAP AND ABANDON 3-INCH 3W PIPE THAT RUNS BENEATH THE FLOOR SLAB AND PROVIDES WATER TO WASHWATER BOOSTER PUMP 2. CAP 3W PIPE 6 INCHES ABOVE FLOOR ELEVATION.
GENERAL NOTES: 1.
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DEMOLISH 4-INCH PLUG VALVE FOR CONNECTION TO CLEANOUT SHOWN ON SHEET M-202. TYPICAL EACH BELT FILTER PRESS.
DEMOLISH COMPRESSED AIR SYSTEM THROUGHOUT THE DEWATERING BUILDING.
DEMOLISH POLYMER POST DILUTION PANEL. CAP 2W AND 3W SUPPLY 6 INCHES ABOVE FLOOR. SALVAGE MAGNETIC FLOW METERS AND TURN OVER TO OWNER.
KEY NOTES CONTINUED:
CONNECTION POINT FOR NEW POLS PIPING.
DEMOLISH MCC 10A AND MCC 10B FOR INSTALLATION OF NEW MCC. SEE MCC DEMOLITION SHEETS E-005 AND E-006.
DEMOLISH EQUIPMENT PAD.
KEY NOTES CONTINUED:
D-202
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DEWATERING BUILDING HVAC DEMOLITION PLAN
REMOVE FAN AND DUCTING, CAP AND SEAL ROOF OPENING PER DETAIL 20/S-205.
REPLACE UPPER AND LOWER DUCTING, DIFFUSERS, AND EQUIPMENT FOR WWP-BDB1-AHU-0001. DEMOLISH EXISTING WWP-BDB1-AHU-0001 AND CONCRETE BASE. GAS SUPPLY TO REMAIN, WITH NEW PIPING TO REPLACEMENT UNIT.
RELOCATE CONDENSING UNIT AND ASSOCIATED REFRIGERANT PIPING AS SHOWN ON SHEET M-205.
AT INTERIOR FACE OF LOUVER, PROVIDE BLANK-OFF PANEL ASSEMBLY CONSISTING OF:
A. 18 GAUGE GALVANNEALED STEEL PLATE (BLACK PAINT FINISH TO BUILDING EXTERIOR) B. 2-INCH THICK RIGID POLYISOCYANURATE INSULATION C. 18 GAUGE GALVANNEALED STEEL PLATE (BLACK PAINT FINISH TO BUILDING INTERIOR.
BLANK-OFF ASSEMBLY SIZE TO MATCH EXISTING LOUVER OPENING, FIELD VERIFY SIZES. PROVIDE 3" LONG STAINLESS STEEL SELF-TAPPING SCREWS, ONE AT EACH CORNER, 4" O.C. ELSEWHERE. PROVIDE BACKER ROD AND SILICONE SEALANT AT PANEL/WALL JOINT AROUND ENTIRE PERIMETER; SEALANT COLOR TO MATCH ADJACENT CMU.
HOODS AND ASSOCIATED DUCTWORK TO BE REMOVED.
DUCTWORK AND APPURTENANCES TO BE REPLACED.
DEMOLISH AIR COMPRESSOR, AIR DRYER, CONCRETE EQUIPMENT BASES, COMPRESSED AIR PIPING THROUGHOUT THE DEWATERING BUILDING, APPURTENANCES AND ASSOCIATED ELECTRICAL EQUIPMENT. SALVAGE AIR COMPRESSOR AND AIR DRYER AND TURN OVER TO OWNER.
REPLACE EXISTING 36"Wx36"H LOUVER WITH 36"Wx48"H LOUVER.
EXISTING EQUIPMENT TO REMAIN.
REMOVE FAN, ASSOCIATED DUCTWORK AND EQUIPMENT PAD.
REMOVE FAN AND ASSOCIATED DUCTING. ROUTE VENT LINE SHOWN ON M-201 THROUGH EXISTING OPENING AND SEAL PER DETAIL 21/S-205.
KEY NOTES:
1/4"=1'-0"
30 6
3/16"=1'-0"
DEWATERING BUILDING MEZZANINE HVAC DEMOLITION PLAN
1. REPAIR HOLES AND MINOR SURFACE DAMAGE IN CONCRETE FROM DEMOLITION PER DETAIL S-3060 .
2. METAL ANCHORS AND CUT BARS ASSOCIATED WITH DEMOLITION SHALL BE BURNED BACK 1-INCH BELOW CONCRETE SURFACE. FILL WITH REPAIR MORTAR TO MATCH FINISH AND SURFACE ELEVATION OF EXISTING ADJACENT SURFACE.
3. PULL WIRES BACK FROM EQUIPMENT/DEVICES BEING DEMOLISHED TO SOURCE. REMOVE EXPOSED CONDUIT, FITTINGS AND ACCESSORIES FROM DEVICE TO SOURCE UNLESS CONDUIT WILL BE REUSED. CONDUIT EMBEDDED IN CONCRETE SHALL BE CAPPED AND SEALED.
GENERAL NOTES: 1
D-211
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1/8"=1'-0"
PROVIDE OPENING FOR ACCESS DOOR PER SHEET S-210.
DEMOLISH 8-INCH DWS PIPE AND ASSOCIATED VALVES, HEAT TRACING, PIPE SUPPORTS AND ANCHORS.
DEMOLISH 8-INCH DWS PIPE, 1/2-INCH PA PIPE, ASSOCIATED HEAT TRACING, SUPPORTS AND PRECAST CONCRETE UTILITY TRENCH BETWEEN THE CAKE STORAGE BUILDING AND DEWATERING BUILDING. BACKFILL AND REPAIR ROAD SURFACE PER DETAILS 1/C-001 AND 3/C-001.
DEMOLISH 4-INCH DWS AND 2-INCH D TO A MINIMUM 1-INCH BELOW THE CONCRETE SURFACE OF THE INSIDE FACE OF THE CONVEYOR SUMP. FILL PIPE PENETRATION WITH NON-SHRINK GROUT.
DEMOLISH MONORAIL AND ASSOCIATED BEAM, COLUMN SUPPORTS, AND ANCHORS.
REMOVE EXISTING PAVING AS NEEDED FOR NEW EQUIPMENT AND ASSOCIATED CONCRETE SLABS. SEE STRUCTURAL AND MECHANICAL SHEETS.
CORE DRILL FOR NEW 4" D, SEE SHEET M-211. LOCATE TO ACHIEVE NEEDED DRAIN SLOPE.
DEMOLISH AN APPROXIMATELY 4 FEET HIGH BY 40 FEET LONG BAND OF T-111 SIDING WITH ASSOCIATED WOOD SUPPORT FRAMING AT THE TOP OF THE EXISTING CONCRETE WALL OF THE EAST BAY OF THE CAKE STORAGE BUILDING. COORDINATE WITH NEW WORK SHOWN ON SOUTH ELEVATION ON DRAWING A-211.
KEY NOTES: 1
SEE SPECIFICATION SECTION 01010 FOR CONSTRUCTION SEQUENCING AND TEMPORARY SOLIDS DEWATERING FACILITIES THAT MUST BE IN PLACE PRIOR TO INITIATING DEMOLITION WORK.
REPAIR HOLES AND MINOR SURFACE DAMAGE IN CONCRETE FROM DEMOLITION PER DETAIL S-3060 .
METAL ANCHORS AND CUT BARS ASSOCIATED WITH DEMOLITION SHALL BE BURNED BACK 1-INCH BELOW CONCRETE SURFACE. FILL WITH REPAIR MORTAR TO MATCH FINISH AND SURFACE ELEVATION OF EXISTING ADJACENT SURFACE.
PULL WIRES BACK FROM EQUIPMENT/DEVICES BEING DEMOLISHED TO SOURCE. REMOVE EXPOSED CONDUIT, FITTINGS AND ACCESSORIES FROM DEVICE TO SOURCE. CONDUIT EMBEDDED IN CONCRETE SHALL BE CAPPED AND SEALED.
GENERAL NOTES: 1.
B DOOR
A DOOR
APPLICABLE CODES:
2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2019 OREGON FIRE CODE (OFC) 2019 OREGON MECHANICAL SPECIALTY CODE (OMSC) 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE (OZERCC) 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) - BASED ON 2017 NFPA 70, NATIONAL ELECTRICAL CODE 2019 OREGON OSHA REGULATIONS NFPA 820 - STANDARD FOR FIRE PROTECTION IN
WASTEWATER AND COLLECTION FACILITIES TITLE (18) BUILDING PROVISIONS OF THE ALBANY CODE
GENERAL NOTES:
1. EXITS: REQUIRED EXIT DOORS SHALL BE 36 INCHES WIDE BY 80-INCHES HIGH AT A MINIMUM. BASED ON THE OCCUPANCY LOAD, ALL BUILDINGS REQUIRE A MINIMUM OF ONE EXIT DOOR.
2. INSULATION: PROVIDED IN HEATED AND COOLED AREAS 3. EXIT ILLUMINATION IS REQUIRED AT ONE-FOOT CANDLE 4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED
IN ACCORDANCE WITH OREGON FIRE CODE.
ZONING: HI - HEAVY INDUSTRIAL DISTRICT
BUILDING BUILDING INFORMATION TYPE V B, PER OSSC 602.5,CONSTRUCTION TYPE
DEWATERING BUILDING
BUILDING: F-1 MODERATE HAZARD FACTORY INDUSTRIAL PER OSSC 306.2
ACTUAL HEIGHT / STORY
HVAC CONDITIONED
OCCUPANCY SEPARATIONS
ACCESSIBILITY NOT REQUIRED PER OSSC SECTIONS 1103.2.9
FIRE PROTECTION REQUIREMENTS (NFPA 820) HYDRANT PROTECTION WITHIN 225' OF STRUCTURE PER TABLE C102.1,
FIRE FLOW (NFPA 820) 2,250 GPM FOR 2 HOURS PER TABLE B105.1(2)
NONE REQUIRED PER OSSC TABLE 508.4
SINGLE STORY BUILDING, SLAB-ON-GRADE FLOOR, LOAD BEARING CMU WALLS, METAL ROOF OVER WOOD ROOF FRAMING.
BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER OSSC TABLE 601 FOR TYPE V B CONSTRUCTION
EXTERIOR WALL FIRE RESISTANCE (BASED ON SEPARATION DISTANCE)
0-HOUR RATING AS PER OSSC TABLE 602 FOR TYPE V B CONSTRUCTION
SPRINKLER SYSTEM NOT REQUIRED PER OSSC SECTIONS 903.2.4, 903.3.1.1.1.1 AND 903.3.1.1.1.2
SMOKE DETECTION NOT REQUIRED PER OSSC SECTION 907
SMOKE AND HEAT VENTS NOT REQUIRED PER OSSC SECTION 910.2.1
OCCUPANT LOAD 63 PER OSSC TABLE 1004.5 POLYMER PUMP ROOM (1,400 S.F.) 14 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
SOLIDS LABORATORY (208 S.F.) 3 OCCUPANTS (1 EXIT REQUIRED / 2 ACTUAL PER OSSC TABLE 1015.1) CONTROL ROOM (224 S.F.) 3 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
FIRE ALARM REQUIRED PER NFPA 820
MAXIMUM PATH OF EGRESS TRAVEL 75 FEET PER OSSC TABLE 1006.2.1
VENTILATION REQUIRED PER OSSC SECTION 1202.1
ENERGY CODE (OEESC) INSULATION - ROOF NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC INSULATION - WALL GLAZING - U-VALUE
STANDBY POWER (NFPA 820) REQUIRED
NFPA 820 ELECTRICAL CLASSIFICATION
POLYMER STORAGE UNCLASSIFIED MEZZANINE (a) UNCLASSIFIED SCREW PRESS ROOM (a) UNCLASSIFIED
(a) ROOM TO BE CONTINUOUSLY VENTILATED AT SIX (6) AIR CHANGES/HOUR. (NOTE: SIX (6) AIR CHANGES/HOUR MINIMUM REQUIRED PER NFPA 820)
CODE SUMMARY
POLYMER STORAGE ROOM (364 S.F.) 4 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
POLYMER PUMP ROOM (a) UNCLASSIFIED
STORAGE ROOM (80 S.F.) 1 OCCUPANT (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
ELECTRICAL ROOM (192 S.F.) 2 OCCUPANTS (1 EXIT REQUIRED / 2 ACTUAL PER OSSC TABLE 1015.1) SCREW PRESS ROOM (2,762 S.F.) 28 OCCUPANTS (1 EXIT REQUIRED / 4 ACTUAL PER OSSC TABLE 1015.1)
RESTROOM (80 S.F.) 1 OCCUPANT (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
MEZZANINE (896 S.F.) 9 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC
BUILDING BUILDING INFORMATION TYPE V B, PER OSSC 602.5,CONSTRUCTION TYPE
CAKE STORAGE BUILDING
BUILDING: S-1 MODERATE HAZARD STORAGE PER OSSC 311.2
ACTUAL HEIGHT / STORY
HVAC NOT CONDITIONED
ACCESSIBILITY NOT REQUIRED PER OSSC SECTIONS 1103.2.9
FIRE PROTECTION REQUIREMENTS (NFPA 820)
FIRE FLOW (NFPA 820)
NONE REQUIRED PER OSSC TABLE 508.4
SINGLE STORY BUILDING, SLAB-ON-GRADE FLOOR, LOAD BEARING CMU WALLS, METAL ROOF OVER WOOD ROOF FRAMING.
BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER OSSC TABLE 601 FOR TYPE V B CONSTRUCTION
EXTERIOR WALL FIRE RESISTANCE (BASED ON SEPARATION DISTANCE)
0-HOUR RATING AS PER OSSC TABLE 602 FOR TYPE V B CONSTRUCTION
SPRINKLER SYSTEM NOT REQUIRED PER OSSC SECTIONS 903.2.4, 903.3.1.1.1.1 AND 903.3.1.1.1.2
SMOKE DETECTION NOT REQUIRED PER OSSC SECTION 907
SMOKE AND HEAT VENTS NOT REQUIRED PER OSSC SECTION 910.2.1
OCCUPANT LOAD 23 PER OSSC TABLE 1004.5 EAST BAY (3,200 S.F.) 11 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
FIRE ALARM REQUIRED PER NFPA 820
MAXIMUM PATH OF EGRESS TRAVEL 100 FEET PER OSSC TABLE 1006.2.1
VENTILATION REQUIRED PER OSSC SECTION 1202.1
ENERGY CODE (OEESC) INSULATION - ROOF NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC INSULATION - WALL GLAZING - U-VALUE
STANDBY POWER (NFPA 820) REQUIRED
NFPA 820 ELECTRICAL CLASSIFICATION CAKE STORAGE UNCLASSIFIED
NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC NO CHANGE REQUIRED AT EXISTING ENVELOPE INSULATION PER OZERCC
WEST BAY (3,200 S.F.) 11 OCCUPANTS (1 EXIT REQUIRED / 1 ACTUAL PER OSSC TABLE 1015.1)
HYDRANT PROTECTION WITHIN 225' OF STRUCTURE PER TABLE C102.1,
2,250 GPM FOR 2 HOURS PER TABLE B105.1(2)
4
3
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A-001
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AND FIRE EXTINGUISHERSAND FIRE EXTINGUISHERS
(a) ALL ROOMS TO BE CONTINUOUSLY VENTILATED AT 6 AIR CHANGES/HOUR MINIMUM PER NFPA 820
DOOR SCHEDULE
NO. WIDTH X HEIGHT TYPE MATERIAL MATERIAL HDWRE GROUP
FIRE RATINGHEAD JAMB SILLTHERMAL
2O.H. 12'-0" x 16'-0"
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17 '-6
TYPICAL NEW LOUVER; SEE ALSO EQUIPMENT SCHEDULES SHEET M-005
NEW KALWALL INSTALLATION - SEE STRUCTURAL FOR DIMENSIONS
SHEET METAL CLOSURE PANEL AT DUCT PENETRATION. SEE ALSO MECHANICAL
CLOSURE PANEL AT CONVEYOR BELT PENETRATION. SEE ALSO DETAIL 1/S-213
4
3
2
1
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SOIL AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE
MADE BY FOUNDATION ENGINEERING, INC. IN A REPORT DATED MARCH 16, 2020. 2. IN ACCORDANCE WITH THE IBC CHAPTER 18 THE SOILS AT THE ALBANY-MILLERSBURG
WATER RECLAMATION FACILITY ARE GENERALLY CLASSIFIED AS MEDIUM DENSE TO VERY DENSE GRAVELLY SILT WITH SAND (ML).
3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 1,500 PSF FOR FOOTINGS. BEARING CAPACITY OF SOILS ARE FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. BEARING VALUES MAY BE INCREASED BY ONE-THIRD WHEN TRANSIENT LOADS SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED.
4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE GEOTECHNICAL ENGINEER. EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL.
GENERAL 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING
CODE, THE 2019 OREGON STRUCTURAL SPECIALTY CODE, AND THE REFERENCED BUILDING CODE STANDARDS.
2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS NOTED OTHERWISE.
3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS.
4. DIMENSIONS NOTED WITH AN ASTERISK, " * ", ARE TO BE COORDINATED WITH FAVORABLY REVIEWED SUBMITTAL BY THE EQUIPMENT MANUFACTURER.
5. STRUCTURAL DETAIL CALLOUTS DENOTED AS S-XXXX SHALL REFER TO THE STRUCTURAL STANDARD DETAILS.
PERMITS AND INSPECTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS.
2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES, AND APPLICABLE OSHA REQUIREMENTS.
SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF
REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER.
2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE SOIL COMPACTION TESTS.
3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH IBC 2018, SECTION 1704. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE.
4. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2018, SECTION 1704, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON NEXT SHEET.
2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 INCLUDING BAR BENDS AND HOOKS, UNLESS DETAILED OTHERWISE.
3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4-INCH AMPLITUDE.
4. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS (UNLESS SHOWN ON STRUCTURAL DRAWINGS). COORDINATE WITH EQUIPMENT MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES.
5. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4-INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8-INCH RADIUS CONSTRUCTION JOINT.
6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO. 5 BARS AT 12-INCHES EACH WAY.
7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS
REINFORCING STEEL 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND
SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT SPLICE
TABLE, UNLESS OTHERWISE SHOWN. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED.
5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. 6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS APPROVAL IN
WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE
BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND BASE SLABS: FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCH TOP SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCH BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH
SUSPENDED SLABS: FORMED SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCH TOP AND BOTTOM BARS DRY CONDITION 1-INCH
BEAMS AND COLUMNS: DRY CONDITIONS:
STIRRUPS, SPIRALS, AND TIES 1 1/2-INCH PRINCIPAL REINFORCEMENT 2-INCH
EXPOSED TO EARTH, WATER, OR WEATHER: STIRRUPS, SPIRALS, AND TIES 2-INCH PRINCIPAL REINFORCEMENT 2 1/2-INCH
WALLS: LESS THAN 12-INCHES THICK 1 1/2-INCH 12 TO 16-INCHES THICK 2-INCH OVER 16 INCHES THICK 2 1/2-INCH
CONCRETE: 1. CEMENT SHALL BE ASTM C150 TYPE II FOR ALL STRUCTURES. CONCRETE
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (PSI) AS NOTED IN THE TABLE BELOW AND AS FURTHER DEFINED IN THE SPECIFICATIONS:
STRUCTURAL STEEL: 1. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL CONFORM TO ASTM
A36. W- AND WT- SHAPES SHALL CONFORM TO ASTM A992. PLATES CONNECTING TO W- AND WT- SHAPES SHALL CONFORM TO ASTM A572 GRADE 50. HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S.
2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISC CERTIFIED FABRICATOR IN CONFORMANCE WITH THE LATEST AISC SPECIFICATION PARTS 1 THRU 4 AND THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".
3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. CONNECTIONS SHALL USE ASTM A325-X BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITH OVERSIZE OR SHORT SLOTTED HOLES.
4. WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XX ELECTRODES. WELDING SHALL BE DONE BY CERTIFIED WELDERS. WELDING SHALL USE ONLY APPROVED ELECTRODES. WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE (AWS D1.1).
5. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL COMPONENTS AND CONNECTIONS SHALL BE PAINTED OR PROTECTIVE COATED IN ACCORDANCE WITH THE SPECIFICATIONS.
6. SHOP PRIME FOLLOWING FABRICATION PER SPECIFICATION 09900. FIELD PAINT STRUCTURAL STEEL FOLLOWING FIELD INSTALLATION PER SPECIFICATION 09900.
LOADING CRITERIA 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2019 OSSC. 2. DEAD LOAD: AS CALCULATED 3. LIVE LOADS:
FIXED STAIRWAYS & EXIT-WAYS 100 PSF UNIFORM, 300 LBS PER TREAD HANDRAILS, GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL, 200 LBS POINT GRATING, CHECKERED PLATE, ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD, H20 RATED AT
VEHICULAR ACCESS LOCATIONS 4. WIND LOAD:
BASIC WIND SPEED, V 104 MPH BASIC WIND SPEED, VASD 80 MPH EXPOSURE C
5. SNOW LOAD: IMPORTANCE FACTOR, I 1.10 BASIC GROUND SNOW LOAD, Pg 10 PSF MINIMUM BALANCED ROOF SNOW LOAD, Pm 22 PSF
6. SEISMIC LOAD: RISK CATEGORY III SEISMIC IMPORTANCE FACTOR, Ie 1.25 SEISMIC IMPORTANCE FACTOR, Ip 1.50 SITE CLASS D SITE COEFFICIENT SS 0.80 g SITE COEFFICIENT S1 0.42 g SEISMIC DESIGN RESPONSE PARAMETER SDS 0.63 g SEISMIC DESIGN RESPONSE PARAMETER SD1 0.44 g SEISMIC DESIGN CATEGORY D SITE COEFFICIENT Fa 1.18 SITE COEFFICIENT Fv 1.58 LONG PERIOD TRANSITION PERIOD, TL 16 S
CAKE STORAGE FACILITY SEISMIC DESIGN: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 CH. 12.8
RETROFIT LATERAL FORCE-RESISTING SYSTEM: LIGHT-FRAME WOOD SHEAR WALLS AT CENTER WALL IN NORTH-SOUTH DIRECTION
DEFLECTION AMPLIFICATION FACTOR, Cd 4.5 RESPONSE MODIFICATION COEFFICIENT, R 7.0 OVERSTRENGTH FACTOR, 2.5 SEISMIC RESPONSE COEFFICIENT, Cs 0.11 SEISMIC BASE SHEAR, V 7.0 KIPS (LRFD)
EXISTING LATERAL FORCE RESISTING SYSTEM : ORDINARY CONCENTRIC BRACED FRAME ACTING AT OUTER WALLS IN BOTH DIRECTIONS
DEFLECTION AMPLIFICATION FACTOR, Cd 3.25 RESPONSE MODIFICATION COEFFICIENT, R 3.25 OVERSTRENGTH FACTOR, 2.0 SEISMIC RESPONSE COEFFICIENT, Cs 0.25 SEISMIC BASE SHEAR, V 31 KIPS (EAST-WEST), 15.5 KIPS
(NORTH-SOUTH) (LRFD)
OF STATE HIGHWAY TRANSPORTATION OFFICIAL
AB AGGREGATE BASE, ANCHOR BOLT ACI AMERICAN CONCRETE
INSTITUTE ADDIT ADDITIONAL ADJ ADJACENT AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION AISI AMERICAN IRON AND
STEEL INSTITUTE AITC AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION ALUM ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE APA AMERICAN PLYWOOD
TESTING AND MATERIALS ASME AMERICAN SOCIETY OF
MECHANICAL ENGINEERS AWS AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS
ASSOCIATION
B/ BOTTOM OF BB(S) BEARING BAR(S) BLKG BLOCKING BLDG BUILDING BM BEAM BM-1 BEAM MEMBER 1 BN BOUNDARY NAILING BOT BOTTOM BP BASE PLATE BS BOTH SIDES BTWN BETWEEN
C CHANNEL CALC'S CALCULATIONS CC,C/C CENTER-TO-CENTER CIP CAST IN PLACE CJ CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION
CENTERLINE CLSM CONTROLLED LOW STRENGTH
MATERIAL CLR CLEAR CNJ CONTROL JOINT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS
DBL DOUBLE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DN DOWN DWG(S) DRAWINGS
(E) EXISTING EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRICAL EMBED EMBEDMENT EN EDGE NAILING EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXP EXPANSION EXT EXTERIOR
(F) FUTURE FD FLOOR DRAIN FF FINISH FLOOR FIN FINISH FLR FLOOR FN FIELD NAILING FNDN FOUNDATION FRP FIBERGLASS REINFORCED
PLASTIC FS FAR SIDE FT FOOT/FEET FTG FOOTING
GA GAGE/GAUGE GALV GALVANIZED GLB GLULAM BEAM
HDG HOT DIP GALVANIZE(D) H.M. HOLLOW METAL HORIZ HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HT HEIGHT HWL HIGH WATER LEVEL
IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL IN INCH INT INTERIOR
JT JOINT
KIP 1,000 POUNDS KSI KIPS PER SQUARE INCH
L,∠ ANGLE LB(S) POUNDS LB/SF POUND(S) PER SQUARE FOOT LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LLBB LONG LEG BACK-TO-BACK LONGIT LONGITUDINAL LT LIGHT LW LIGHT WEIGHT
MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MOISTURE CONTENT MC MISCELLANEOUS CHANNEL MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS MSE MECHANICALLY STABILIZED
EARTH
N/A NOT APPLICABLE (N) NEW NDT NON-DESTRUCTIVE TEST(ING) NFPA NATIONAL FIRE PROTECTION
ASSOCIATION NIC NOT IN CONTACT
NO. NUMBER NOM NOMINAL NS NEAR SIDE NSG NON-SHRINK GROUT NTS NOT TO SCALE
OC ON CENTERS OD OUTSIDE DIAMETER OH OPPOSITE HAND, OVERHEAD OPNG(S) OPENING(S) OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND
HEALTH ASSOCIATION
PER PERIODIC PEMB PRE-ENGINEERED METAL
BUILDING PL PLATE PLF POUND PER LINEAL FOOT PP PARTIAL PENETRATION PSF POUND PER SQUARE FOOT PSI POUND PER SQUARE INCH PT(S) POINT(S) PT PRESSURE TREATED
R, RAD RADIUS RECT RECTANGLE, RECTANGULAR REINF REINFORCING, -MENT REQ'D REQUIRED
SCH SCHEDULE SF SQUARE FOOT SHT SHEET SIM SIMILAR SLBB SHORT LEGS BACK-TO-BACK SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SMS SHEET METAL SCREW SPEC(S) SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL SSD SATURATED SURFACE DRY STAG STAGGER STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURE SUSP SUSPENDED SYM SYMMETRICAL
T/ TOP OF T&B TOP AND BOTTOM TS STRUCTURAL TUBING TYP TYPICAL
UON UNLESS OTHERWISE NOTED UT ULTRASONIC TESTING
VERT VERTICAL VIF VERIFY IN FIELD
W/ WITH W/O WITHOUT W, WF WIDE FLANGE WCLIB WEST COAST LUMBER
INSPECTION BUREAU WP WORK POINT WSTP WATERSTOP WT WEIGHT, STRUCTURAL TEE WALL THICKNESS WWF WELDED WIRE FABRIC
YD YARD
DEFERRED SUBMITTALS IN ACCORDANCE WITH IBC SECTION 107.3.4.1 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS:
1. SEISMIC ANCHORAGE FOR ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL COMPONENTS WHERE ANCHORAGE NOT SHOWN ON CONTRACT DRAWINGS. SEE SECTION 01190.
2. SUPPORTS AND ANCHORAGE FOR PIPING AND CONDUIT LESS THAN 6 INCHES IN DIAMETER.
3. CONVEYOR SUPPORTS AND ANCHORAGE. 4. SCREW PRESS AND FLOCCULATION TANK SUPPORTS AND ANCHORAGE.
STRUCTURAL GENERAL NOTES STRUCTURAL ABBREVIATIONS
GOVERNING CODES
E 2,500 MISC SITE WORK
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SPECIAL INSPECTIONS 1. GENERAL: PROVIDE STRUCTURAL TESTS AND SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17
OF THE 2018 INTERNATIONAL BUILDING CODE AND 2019 OREGON STRUCTURAL SPECIALTY CODE. STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL GOVERN THE QUALITY, WORKMANSHIP AND REQUIREMENTS FOR MATERIALS COVERED. MATERIALS OF CONSTRUCTION AND TESTS SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN THE REFERENCED BUILDING CODE.
2. APPROVED AGENCIES: THE OWNER (OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT) SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM SPECIAL INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED. WHERE THE TERMS APPROVED AGENCY ARE NOTED THE ENGINEERS OF RECORD INVOLVED IN THE DESIGN OF THE PROJECT MAY ACT AS THE APPROVED AGENCY.
3. ACCESS: MAINTAIN ACCESS AND EXPOSURE TO WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS.
4. REPORTING REQUIREMENTS: SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.
5. INSPECTION OF FABRICATORS: WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS, UNLESS THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.
6. STATEMENT OF SPECIAL INSPECTION: THIS SHEET SHALL BE CONSIDERED THE STATEMENT OF SPECIAL INSPECTIONS.
7. CONTRACTOR RESPONSIBILITY: CORRECT DISCREPANCIES IDENTIFIED IN THE SPECIAL INSPECTION WHERE WORK WAS NOT COMPLETED IN CONFORMANCE WITH CONTRACT DOCUMENTS.
8. STRUCTURAL OBSERVATIONS: STRUCTURAL OBSERVATIONS SHALL BE PROVIDED FOR SEISMIC RESISTANCE AND WIND REQUIREMENTS. MAINTAIN ACCESS AND EXPOSURE TO WORK FOR STRUCTURAL OBSERVATIONS. STRUCTURAL OBSERVATIONS SHALL BE PROVIDED AT THE FOLLOWING EXTENT: a. PRIOR TO CLOSING WOOD SHEAR WALL WITH SHEATHING AT CAKE STORAGE FACILITY.
9. STRUCTURAL STEEL: SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AISC 360, AISC 341, AND THE BELOW TABLES.
10. STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL: SPECIAL INSPECTION FOR STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE BELOW TABLE.
11. CONCRETE CONSTRUCTION: SPECIAL INSPECTIONS AND VERIFICATIONS FOR CONCRETE CONSTRUCTION SHALL BE AS REQUIRED BY THE BELOW TABLE. SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE PATIOS, DRIVEWAYS AND SIDEWALKS, ON GRADE.
12. MASONRY STRUCTURES: SPECIAL INSPECTION FOR MASONRY STRUCTURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TMS 402 AND TMS 602 AND THE BELOW TABLE. SUBMIT DOCUMENTATION THAT THE SPECIAL INSPECTION TESTING AGENCY OR TESTING LABORATORY FOR MASONRY STRUCTURES HAVE THE ABILITY TO COMPLY WITH THE REQUIREMENTS OF ASTM C1093.
13. ARCHITECTURAL COMPONENTS SPECIAL INSPECTION FOR SEISMIC RESISTANCE: PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ERECTION AND FASTENING OF EXTERIOR CLADDING, INTERIOR AND EXTERIOR NONBEARING WALLS AND INTERIOR AND EXTERIOR VENEER.
14. MECHANICAL AND ELECTRICAL COMPONENTS INSPECTION FOR SEISMIC RESISTANCE: PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION AND ANCHORAGE OF THE FOLLOWING SYSTEMS: a. DUCTWORK AND PIPING SYSTEMS DESIGNED TO CARRY HAZARDOUS MATERIALS AND THEIR
ASSOCIATED MECHANICAL UNITS.
15. SEISMIC CERTIFICATION OF NON-STRUCTURAL COMPONENTS: VERIFY THAT THE LABEL, ANCHORAGE OR MOUNTING CONFORMS TO THE CERTIFICATE OF COMPLIANCE.
16. DESIGNATED SEISMIC SYSTEM: WOOD SHEAR WALL AT CAKE STORAGE FACILITY.
REQUIRED VERIFICATION AND INSPECTION OF WOOD CONSTRUCTION SPECIAL
INSPECTION REQUIRED
VERIFICATION AND INSPECTION CONT PERIODIC REFERENCED STANDARD IBC REF
YES 1. NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF SHEAR WALLS AND DIAPHRAGMS. -- X --
1705.12
YES 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRE-STRESSING TENDONS, AND VERIFY PLACEMENT
-- X ACI 318: CH. 20, 25.2, 25.3, 26.6.1-26.6.3
1908.4
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706
-- -- AWD D1.4 ACI 318: 26.6.4
--b. INSPECT SINGLE-PASS FILLET WELDS, MAX 5/16"
c. INSPECT ALL OTHER WELDS
YES 3. INSPECT ANCHORS CAST IN CONCRETE -- X ACI 318:
17.8.2 --
YES
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS -- X ACI 318
17.8.2.4 -- b. MECHANICALLY ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a
YES 5. VERIFYING USE OF REQUIRED DESIGN MIX -- X
ACI 318:Ch 19.26.4.3,
YES
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE
X --
YES 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.
X -- ACI 318: 26.5 1908.6, 1908.7, 1908.8
YES 8. VERIFY MAINTENANCE OF SPECIAL CURING TEMPERATURE AND TECHNIQUES.
-- X ACI 318: 26.5.3-26.5.5 1908.9
9. INSPECTION OF PRE-STRESSED CONCRETE FOR:
NO a. APPLICATION OF PRE-STRESSING FORCE. X --
ACI 318: 26.10
NO b. GROUTING OF BONDED PRE-STRESSING TENDONS X -- --
NO 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS -- X ACI 318:26.9 --
NO
11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
-- X ACI 318: 26.11.2 --
YES 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
-- X ACI 318:
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NOTES: 1. THE SPLICE LENGTH TABLE IS SPECIFIC TO TENSION DEVELOPMENT AND
TENSION LAP SPLICE LENGTHS FOR WALLS, SLABS AND FOOTINGS DETERMINED IN ACCORDANCE WITH ACI 318-14 CHAPTER 25, ACI 350-06 CHAPTER 12, AND THE CRITERIA IN THIS DETAIL. CONTACT THE EOR FOR ANY DISCREPANCIES TO THE CRITERIA IN THIS DETAIL.
2. LAP SPLICE LENGTHS ARE CLASS B LAPS, IN INCHES, FOR GRADE 60 REINF IN NORMAL-WEIGHT CONC WITH f'c ≥ 3,000 PSI.
3. OC SPACING OF REINF SHALL BE > TWICE THE CONC COVER PLUS ONE BAR DIA. 4. TOP BARS ARE HORIZ BARS WITH > 12" OF CONC CAST BELOW BARS. 5. FOR EPOXY-COATED REINF OR LIGHTWEIGHT CONC, CONTACT THE EOR FOR
LAP SPLICE LENGTHS. 6. FOR BARS OF DIFFERENT SIZES, THE LAP SPLICE LENGTHS OF THE SMALLER
BAR SHALL BE USED. 7. STAGGER LAPS A DISTANCE OF ONE-HALF THE SPLICE LENGTH, UON.
LAP SPLICE LENGTH FOR REINFORCING BARS IN WALLS, SLABS & FTNGS (INCHES)
IMPERIAL [SOFT METRIC] BAR SIZE COVER=1.00 IN. COVER=2.00 IN.COVER=1.50 IN.
TOP4 OTHER TOP 4 OTHER TOP 4 OTHER #3 [#10] 17 13 17 13 17 13 #4 [#13] 23 17 23 17 23 17
222822282633#5 [#16] #6 [#19] 46 35 34 26 34 26
384943555774#7 [#22] #8 [#25] 93 72 70 54 56 43
5369668687113#9 [#29] #10 [#32] 137 106 105 81 85 66 #11 [#36] 162 125 125 97 102 79
SCALE: NTS REV 00
S-3010CONCRETE REBAR LAP SPLICE
RECOMMENDED END HOOK DIMENSIONS
BAR SIZE D 180 ° HOOKS 90° HOOKS A or G J A or G
#3 0'-2 1/4" 0'-5" 0'-3" 0'-6" #4 0'-3" 0'-6" 0'-4" 0'-8" #5 0'-3 3/4" 0'-7" 0'-5" 0'-10" #6 0'-4 1/2" 0'-8" 0'-6" 1'-0" #7 0'-5 1/4" 0'-10" 0'-7" 1'-2" #8 0'-6" 0'-11" 0'-8" 1'-4" #9 0'-9 1/2" 1'-3" 0'-11 3/4" 1'-7" #10 0'-10 3/4" 1'-5" 1-'1 1/4" 1'-10" #11 1'-0" 1'-7" 1'-2 3/4" 2'-0"
SCALE: NTS S-3020REINFORCING HOOKS
REV 00
NOTES: 1. SEE SPECIFICATIONS FOR SEALANT, BACKER ROD, AND JOINT FILLER
MATERIAL REQUIREMENTS.
JOINT SEALANT
BACKER ROD
ADJ WALL
NOTES: 1. SEE PLANS FOR CURB LOCATION AND DIMENSIONS.
ROUGH CJ
#3@12" UON
SCALE: 1-1/2" = 1'-0" S-3320CURB
REV 00
NOTES: 1. PLACE ALL EQUIPMENT ON CONCRETE PADS (UON). 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY MINIMUM 1/4" THICK
GROUT LAYER. 3. FOR INSTALLATION AT EXISTING SLABS, THE CONTRACTOR SHALL LOCATE
AND AVOID DRILLING THRU EXISTING REINFORCING STEEL. 4. THE MAXIMUM OF 8 TIMES THE BAR Ø OR 3" LESS THAN THE SLAB THICKNESS.
EPOXY ADHESIVE DOWEL ALL AROUND: #3@12" EW, H < 8" #4@12" EW, 8" ≤ H ≤ 12" #5@12" EW, H > 12"
#3@12" EW, H < 8" #4@12" EW, 8" ≤ H ≤ 12" #5@12" EW, H > 12"
ROUGHEN CJ
3/4" CHAMFER VERTICAL EDGES (TYP)
EQUIP BASEPLATE SEE NOTE 2
SCALE: NTS S-3832EQUIP PAD
CONC PAD, PIER OR WALL TO BE DEMOLISHED PER PLANS
(E) SLAB OR WALL TO REMAIN
1" MIN TYP
CHIP OUT CONC AND GRIND REINFORCING 1" FROM FACE
SAWCUT AROUND, DO NOT OVERSAW AT CORNERS
SCALE: 1-1/2" = 1'-0" S-3060CONCRETE REPAIR
REV 00 AT DEMOLITION
SUPPORT MATERIAL SCHEDULE
GRATING FRAME ANGLE ANCHOR STRAPS GALV STEEL GALV STEEL STEEL STAINLESS STAINLESS STEEL ALUMINUM STAINLESS STEEL
FIBERGLASS STAINLESS STEEL
STRAP ANCHOR 1/4"x1-1/2" @ 18" CC AND 12" MAX FROM CORNER (MIN 2 PER MEMBER)
SIZE OR CUT VERT LEG FLUSH W/ T/ GRATE
1/4"
GRATING MATERIAL, THICKNESS, AND EXTENTS PER PLANS
2"
REV 00 EMBEDDED ANGLE
CONCRETE PAD SCHEDULE1
PAD WIDTH "W" LENGTH "L" THICK "T" "H" REINF ODOR CONTROL UNIT 14'-0" 19'-6" 16" 4" #6@10" T&B EA WAY SCREW PRESS ROOM
EXHAUST FAN 4'-8" 6'-0" 10" 3" #4@12" T&B EA WAY
MAKEUP AIR UNIT 11'-4" 9'-4" 12" 4" #5@10" T&B EA WAY
NOTES: 1. COORDINATE ALL DIMENSIONS WITH FAVORABLY REVIEWED EQUIPMENT
ANCHORAGE AND INSTALLATION SHOP DRAWING. 2. EQUIPMENT BASEPLATE SHALL BE UNDERLAIN BY A MINIMUM 1/4" NON-SHRINK
GROUT. 3. FOR EQUIPMENT PADS INSTALLED ON SLABS SEE S-3831 .
T
TYP REINF w/ STD HOOKS EA WAY
ADJACENT GRADE
SCALE: NTS REV 00
S-3342EQUIPMENT SLAB HEAVY EXTERIOR
NOTES: 1. PLACE ALL EQUIPMENT ON CONCRETE PADS (UON). 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY 1/4" (MIN) THICK
GROUT LAYER. 3. INSTALL THE MAX OF STANDARD HOOK DEVELOPMENT LENGTH OR 3"
LESS THAN THE SLAB THICKNESS
#3@12" EW, H < 8" #4@12" EW, 8" ≤ H ≤ 12" #5@12" EW, H > 12"
ROUGHEN CJ
3/4" CHAMFER VERTICAL EDGES (TYP)
EQUIP BASEPLATE SEE NOTE 2
DOWEL ALL AROUND: #3@12" EW, H < 8" #4@12" EW, 8" ≤ H ≤ 12" #5@12" EW, H > 12"
SCALE: NTS S-3831EQUIP PAD
REV 00 ON NEW CONC
NOTES: 1. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR
SAWED TYPE WITH PRIOR ACCEPTANCE BY THE ENGINEER. 2. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE
PLACEMENT. 3. THIS DETAIL DOES NOT APPLY TO SUSPENDED SLABS OR LIQUID
CONTAINING BASINS UNLESS SPECIFICALLY NOTED.
SAWED JOINT (3/16"-3/8" WIDE) FILL W/ SEALANT WHERE NOTED ON PLANS (TYP)
REINF NOTED TO BE DISCONTINUOUS PER PLANS
REINF NOTED TO BE CONTINUOUS OR PARTIALLY CONTINUOUS PER PLANS
SCALE: 1-1/2" = 1'-0" S-3170CONTROL JOINT
REV 00
3' -9
1 /2
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1/4"=1'-0"
30 6
1. SET CENTER SEGMENT OF TRENCH GRATING 1-1/2" BELOW FINISHED FLOOR ELEVATION, SLOPE INFILL CONCRETE TO DRAIN. BOTTOM OF TRENCH TO BE 5" DEEP AT HIGH END, 8" DEEP AT FLOOR DRAIN. TRENCH GRATING TO BE ALUMINUM WITH 3 4"x3
16" BEARING BARS AT 1-316" OC, CROSS BARS AT 4". ANGLE SUPPORTS TO BE STAINLESS SEE S-3560 .
2. PLATFORM GRATING TO BE ALUMINUM WITH 1-3 4"x3 16"
BEARING BARS AT 1-316" OC, CROSS BARS AT 4" MAXIMUM. BARS TO HAVE SERRATED, NON-SLIP TOP SURFACE. SEE STAIR DETAILS FOR GRATED TREAD INFORMATION.
3. PROVIDE ISOLATION COATING BETWEEN ALUMINUM AND CEMENTITIOUS MATERIALS. SEE SECTION 05500.
GENERAL NOTES:
SCREW PRESS ANCHOR PLATE BY MFR (TYP 12 EA PRESS)
BLOCKOUT AT ELECT PANEL SEE
CAST-IN-PLACE TRENCH DRAIN SEE NOTE 1
TRENCH DRAIN SEE NOTE 1
CONCRETE INFILL AT (E) TRENCH
CONCRETE INFILL AT (E) SUMP (TYP 2)
HVAC CONC EQUIP PAD SEE S-3831
ALUMINUM STAIRS
1 2" EXP JT SEE S-3161
SCREW PRESS (TYP 2)
PLATFORM COLUMN & BASEPLATE SEE
MFR (TYP 4 EA TANK)
SCREW PRESS CROSS BRACING BY MFR
FLOC TANK CROSS BRACING BY MFR
PLATFORM BRACING
PLATFORM BRACING
PLATFORM BRACING
PLATFORM BRACING
CONVEYOR CONCRETE APRON SLAB, TOP EL 203.00'+/-, FOR REINF SEE SECTION E. PLACE CONTROL JOINTS AT 5' MAX SPACING. EXP JTS @ 20' MAX SPACING.
PLATFORM BRACING
PLATFORM BRACING
PLATFORM BRACING
11 S-204
17 S-205
17 S-205
4 S-204
16 S-205
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
S-204
CHANNEL INSIDE CONNECTION SEE
(TYP 3 THIS LINE)
(E) SLAB
S-205
SCREW PRESS ROOM EXHAUST FAN EQUIPMENT SLAB (OFF PAGE) SEE S-3342
D N
U P
2"
JDS
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4 (TYP)
ALUMINUM GUARDRAIL
EL 209.00'
ALUMINUM GUARDRAIL SEE (TYP)
EL 216.60'
TYPE B CONC INFILL, REINF FACE W/ #5@12" EA WAY, EPOXY EMBED 4" AT PERIMETER, SLOPE TOP SURFACE TO DRAIN (TYP)
TYPE B CONC INFILL, REINF FACE W/ #5@12" EA WAY, EPOXY EMBED REINF 4" AT PERIMETER
CAST-IN TRENCH DRAIN, T/ GRATE EL 202.88', FOR GRATE SUPPORT ANGLE SEE S-3560
ALUMINUM SHIP'S LADDER
18 S-205
1. CONCRETE INFILL TOP SURFACE TO RECEIVE A TROWEL FINISH. SIDE WALL OF TRENCH TO RECEIVE FILLED FINISH, TRENCH FLOOR TO RECEIVE TROWEL FINISH.
2. PLATFORM GRATING TO ALUMINUM WITH 1-3 4"x3 16"
BEARING BARS AT 1-316" OC, CROSS BARS AT 4" MAXIMUM. BARS TO HAVE SERRATED, NON-SLIP TOP SURFACE.
GENERAL NOTES:
#5@12" EA WAY
EXTERIOR PAVING SEE SECTION E
BLOCKOUT AT ELECT PANEL
*7'-01 2"
*4 '-8
1 4"
*1'-1"2'-33 4"2'-63
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CS9x4.98 ALUM CHANNEL MITER AND FULL PEN WELD @ CORNERS
PLATFORM FRAMING AT EL 209.0' SHOWN FOR REFERENCE, GRATING NOT SHOWN
COLUMN TO UPPER PLATFORM ELEVATION (TYP 5)
CS9x4.98 ALUM CHANNEL CROSS MEMBER (TYP 3)
FLOC TANKS NOT SHOWN FOR CLARITY
GRATING BELOW NOT SHOWN FOR CLARITY
BAND GRATING EDGE, 1" MIN SETBACK AT TANKS
SCALE: 12" = 1'-0"
EELEVATION SCALE: 12" = 1'-0"
EAST EDGE OF BLDG
PILASTER BEHIND (TYP 3)
(N) OPNG FOR CONVEYOR, CONFIRM OPNG DIMS W/ MFR PRIOR TO DEMO, FOR FLASHING AROUND CONVEYOR SEE
(E) WINDOW OPNG, REMOVE WINDOW FRAME AND FILL WITH REINFORCED CMU TO MATCH (E) AS SHOWN, FOR FLASHING AROUND CONVEYOR SEE
#5 REINF, W/ 6" EPOXY EMBED AT (E) CMU, LAP OPPOSING BARS 24" MIN
(E) DOOR
C12x8.64 ALUM CHANNEL, MITER AT CORNER AND FULL PEN WELD
18 S-205
S-204
S-204
8 S-204
8 S-204
7 S-204
6 S-204
S-204
8 S-204
ALUM RT4x4x1/4
(TYP EA FACE)
PARTIAL PLAN AT EL 209.0' PARTIAL PLAN AT EL 216.60'
CL
CL
DN
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7DETAIL SCALE: 3" = 1'-0"
ALUM L3x3x1 4 (TYP)
3/16 WELD 3 SIDES
3 8" ALUM PL
3 8"x8"x6" BENT
C12x8.64 ALUM CHANNEL BEYOND
3/16 WELD 3 SIDES
BRACES SET BACK-TO-BACK W/ 38" SPACER PLATE AND 3 8" SS MB
RT4x4x1 4" ALUM
INSIDE CHANNEL CONNETION
BACKSIDE CHANNEL CONNETION
12" GAP AT TOP OF WALKWAY GRATING
13 -
1/4
0.5"R
1/4
ALUMINUM STRINGER C12x8.64 UON
ALUM L3x3x1/4x0'-8" W/ (2)-5/8"Ø SS EXP ANCHORS, INSIDE FACE OF STRINGER (TYP)
1"
4"
1/4 3 SIDES
NOTES: 1. HANDRAIL NOT SHOWN FOR CLARITY. 2. PROVIDE ISOLATION COATING BETWEEN ALL ALUMINUM IN CONTACT
W/ CEMENTITIOUS MATERIALS.
CLOSURE PLATE
SEE PLAN
SE E
PL AN
1-3/4"x3/16" BB @ 15/16" CC SERRATED ALUM STAIR TREAD BOLTED TO STRINGERS (TYP)
ALUMINUM STRINGER C12x8.64 UON
3' -6
GRATING SUPPORT AND STRINGER
19 -
1/2" Ø BOLT & NUT, TYP
SECTION X
X X
14 GA GALVANIZED STEEL CURB CAP PANEL WITH DRIP EDGE OVER 1/2" CDX PLYWOOD. HEM EDGES AND SEAL JOINTS WEATHERTIGHT.
PRIOR TO SLIDING BOOT DOWN OVER PIPE, PLACE A CONTINUOUS BEAD OF APPROVED SEALANT AROUND PIPE AT THE HEIGHT OF THE BOOT SO THAT WHEN THE BOOT IS IN PLACE THE TOP OF THE BOOT ENGAGES THE SEALANT (SEE NOTE 4 BELOW)
THRU VENT PIPE; SEE ALSO MECHANICAL
ROOF BOOT PIPE FLASHING CUT TO PIPE SIZE IN FIELD SO THAT FLASHING FITS *SNUGLY AROUND PIPE; SET BASE IN CONTINUOUS BEAD OF APPROVED SEALANT
#12 HEX HEAD LAP SCREW WITH NEOPRENE WASHER
*SNUGLY MEANS NO WATER CAN PENETRATE BETWEEN TOP OF BOOT & PIPE
NOTES: 1. THE ROOF PIPE FLASHING MUST BE FASTENED TO THE PANEL ONLY AND NOT INTO
THE ROOF SUBSTRATE TO ALLOW THE PANEL TO MOVE THERMALLY. 2. ADEQUATE CLEARANCE MUST BE LEFT BETWEEN THE PIPE AND THE PANEL TO ALLOW
FOR THERMAL MOVEMENT WITHOUT INTERFERENCE. 3. THIS DETAIL IS NOT ALLOWED IN AREAS WITH SNOW AND ICE. 4. APPLY A SEALED, SMOOTH COLLAR ON PIPE, IF NECESSARY, AT BOOT INTERFACE TO
ENSURE PROPER SEAL.
3" CANT STRIP
INSULATION SYSTEM
OR TO MATCH EQUIPMENT SUPPLIED
BACK DRAFT DAMPERS
NOTES: 1. TOP OF CURB SHALL BE LEVEL. TAPER WOOD CURB BLOCKING
AS REQUIRED. 2. SIZE CURB FOR FAN AND ROOFING FELTS.
CARRY ROOFING FELT OVER CURB
2'-0" CLR OPENING
1" MIN TYP
2' -0
" C LR
O PE
N IN
MASONRY REGLET
SECTION Y
EXISTING MASONRY WALL
EXISTING MASONRY WALL
CONVEYOR
18 GAUGE SST DIVERTER MOUNT TO CONVEYOR COVER SECTION Z
18 GAUGE SST STEEL COVER
CLOSED CELL NEOPRENE EDGE TRIM
ADHESIVE EACH SIDE
1976018.00
ALUM RT 4x4x1 4,
3/4" ALUM PLATE
7 S-204
6 S-204
SECTION Y-Y
7 S-204
ELECT PANEL CS12x8.27 ALUM CHANNEL SET TOP FLANGE ABOVE WALKWAY FOR MOUNTING ELECT PANEL
CS9x4.98 ALUM CHANNEL BYND
APPROX 16"x36" BLOCKOUT IN GRATING FOR CONDUIT ROUTING UNDER ELECT PANEL, COORD W/ FAVORABLY REV'D MFR
(TYP 4)
ALUM GUARDRAIL
GALVANIZED STEEL CHECKERPLATE OVER TRENCH SEE SECTION A
(N) DOOR OPENING, ROUGH OPNG 3'-4"W x 7'-2"T. BURN BACK EXPOSED BARS 1-INCH BELOW CONCRETE SURFACE. FILL WITH REPAIR MORTAR TO MATCH FINISH AND ELEVATION OF EXISTING ADJACENT SURFACE. FOR DOOR DETAILS SEE
2'-6"
*19'-0"
WEST BAY EAST BAY
8" CONVEYOR CONCRETE APRON SLAB, REINF W/ #5@12" EA WAY CTR SLAB, SET T/ SLAB TO SLOPE W/ EXISTING FLOW LINES, FLUSH WITH AC PAVING AT EDGES, SEE NOTE 2. PLACE CONVEYOR SUPPORTS ON 1" TO 2" TALL GROUT PADS.
*14'-0"
9'-8" VIF
5' -8
ELECTR
CONCRETE SLAB FOR ODOR CONTROL UNIT, FOR REINF SEE S-3342
*2 4'
*7 '-6
CONCRETE SLAB FOR MAKEUP AIR UNIT, FOR REINF SEE S-3342
CTRL JT (TYP)
EXP JT (TYP)
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FLOOR PLAN
1. CONCRETE SLAB TOP SURFACES TO RECEIVE FLOAT FINISH. SEE SECTION 03350.
2. CONCRETE CONVEYOR APRON SLAB TO BE INSTALLED WITH CONTROL JOINTS SPACED AT MAXIMUM 5' ON CENTER IN EACH DIRECTION. SEE S-3170 . PROVIDE CONTINUOUS REINFORCING THROUGH JOINTS. PLACE EXPANSION JOINTS SPACED AT MAXIMUM 20' ON CENTER IN EAST/WEST DIRECTION. SEE S-3161 .
GENERAL NOTES:
3/16"=1'-0"
EDGE OF ROOFLINE ABOVE
(E) COLUMN (TYP 31)
KALWALL CLOSURE PANELS AT (E) CLERESTORY (TYP 3 SIDES OF EAST BAY) SEE SECTION D FOR TYP ATTACHMENT
OVERHEAD COILING DOOR
GALV HSS18x18x3 8
LINTEL BEAM AT T/ DOOR OPNG, SEE SECTION C FOR ANCHORAGE AND KALWALL ATTACHMENT DETAILS
WOOD-FRAMED SHEAR WALL, PRESSURE-TREATED PLYWOOD SHEATHED WITH GYPSUM EXTERIOR, EXTEND FROM TOP OF CONC WALL TO UNDERSIDE OF GLULAM BEAM, ALONG CENTER WALL
(E) CONC WALL (CENTER WALL)
C S-212
C S-212
WALL CLOSURE SEE
(TYP 6)
OMIT STUDS AT COLUMNS, SPAN PLYWOOD FROM 6x6 TO 2x6 (OR 6x6) (TYP 3 LOCATIONS)
SPAN PLYWOOD FROM 6x6 TO 6x6, TYP EA SIDE (TYP 2 LOCATIONS)
12'-0" VIF IN TO IN
LOUVER OPNG PER MECHANICAL, DISCONTINUE KALWALL AND HSS ATTACHMENT AT THESE LOCATIONS (TYP 8)
WEATHERTIGHT SST CLOSURE PANEL AT DUCT PENETRATION BY CONTRACTOR, DISCONTINUE HSS AT THIS LOCATION
CONVEYOR CLOSURE PANEL SEE 1
S-213
S-211
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TOP PLAN
1. STEEL PLATES AND SHAPES USED IN THE CAKE STORAGE BUILDING SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. STEEL BOLTS AND ASSOCIATED HARDWARE SHALL BE 316 STAINLESS STEEL MEETING ASTM A193 (UON). ALL LUMBER AND PLYWOOD USED AT CENTER WALL SHALL BE PRESSURE TREATED.
2. FRAMING SIZED FOR (1) NEW CONVEYOR AND SUPPORTS WEIGHING 180 PLF AND (1) FUTURE CONVEYOR AND SUPPORTS WEIGHING 180 PLF.
GENERAL NOTES:
3/16"=1'-0"
17 '-7
3 S-213
4 S-213
S-213
CAKE STORAGE BUILDING SECTIONS
1976018.00
CHAMFER EA END
10d @ 6" NAILS, EA SIDE, PLYWOOD SHEATHING TO 2x6 HEADER
3 8"Øx6" LAG SCREW @
(E) CONCRETE CENTER WALL
EL 236.38' (PER RECORD DWGS, VIF)
EL 220.50' (PER RECORD DWGS, VIF)
DBL 2x6 PLATE W/ 5 8"Ø GALV RODS W/ 4" EPOXY EMBED @ 12" OC
10d @ 6" NAILS, EA SIDE, PLYWOOD SHEATHING TO 2x6 PLATE
MIN 12" PLYWOOD SHEATHING EA SIDE
2x6 STUDS @ MIN 2'-0" OC
S-211
CSECTION
GALV HSS18x18x3 8
3 4" PLATE
S-211
DSECTION
1 4"x10-1/2" GALV PLATE, CONTINUOUS
AROUND, FASTEN TO (E) GLULAM W/ 3
8Øx5" LAG SCREW @ 12" OC, PREDRILL 3
16"Ø HOLE TO PREVENT SPLITTING, NOTCH AT (E) TOP PLATES
CONTINUOUS CAP FLASHING, PRE-FINISHED
EMBED @ 24" OC, 2"Ø ACCESS HOLE IN TUBE STEEL TOP
SILL FLASHING, PRE-FINISHED
TRANSLUCENT PANEL BY KALWALL; OR EQUAL. FIELD VERIFY ROUGH OPNGS PRIOR TO FABRICATION
SILICONE SEALANT EA SIDE
1 2" MOISTURE RESISTANT G.W.B. EA SIDE, PAINT FINISH PER 09900
3 4" SILICONE SEALANT FILLET EA SIDE
CONT PT 2x PLATE, FASTEN TO GLULAM W/ 3"X#10 SCREWS @ 6" OC, LAP SCREWS 2"
HDG HSS4x4x 3 16
(E) 5-1/8x24 GLULAM BEAM
TRANSLUCENT PANEL BY KALWALL; OR EQUAL. FIELD VERIFY ROUGH OPNGS PRIOR TO FABRICATION
SILL FLASHING, PRE-FINISHED, TURN UP AT STUBOUT WALL
1 4"x10-1/2" GALV PLATE, CONTINUOUS AROUND, FASTEN TO (E) GLULAM W/ 3 8Øx5" LAG SCREW @ 12" OC, PREDRILL 3
16"Ø HOLE TO PREVENT SPLITTING, NOTCH AT (E) TOP PLATES
2-6
EL *220.50' (PER RECORD DWGS)
CONT PT 2x PLATE, FASTEN TO GLULAM W/ 3" SCREWS @ 6" OC, LAP SCREWS 2"
CAP FLASHING, PRE-FINISHED, SLOPE AWAY FROM BLDG
S-211
ESECTION
MITER AND PJP EMBED FRAMES AT CORNERS
1 2"x1
3/4"Ø HOLES @ 12" OC, EA SIDE OF PLATE
NOTE: FABRICATE COVER SEGMENTS IN MAX 2' WIDE SEGMENTS. HOT-DIP GALVANIZE ASSEMBLY AFTER FABRICATION.
DEMO 4"x4" SECTION OF (E) CONC AROUND 3 SIDES OF TRENCH, SET FRAME FLUSH W/ (E) SURFACE IN BED OF EPOXY NSG
3/16"=1'-0"
0 1
1"=1'-0"
0 1
1"=1'-0"
0 1
PT 2x6, FASTEN W/ (2) SIMPSON A35 EA SIDE, EA END. APPLY AT 10 LOCATIONS APPROXIMATELY EQUALLY SPACED
(2) PT 2x4, (1) EA SIDE OF 2x6, FASTEN TO SHEATHING W/ 2" LONG WOOD SCREWS AT 3" OC
1 1/2"=1'-0"
1/4
1 2" GAP AS
1 2" PLATE
HOLD-DOWN AT WALL ENDS
PT 2x6, EA SIDE OF GLULAM, FASTEN W/ (2) SIMPSON A35 EA SIDE, EA END. APPLY AT 29 LOCATIONS APPROXIMATELY EQUALLY SPACED.
(2) PT 2x4, (1) EA SIDE OF 2x6, FASTEN TO SHEATHING W/ 2" LONG WOOD SCREWS AT 3" OC
SIMPSON A35, EA SIDE, EA END
1
1
1/4" STIFFENER PLATE OR 3/8" SHEAR PLATE, CLIP AT K-AREA
1 4"
1 14"3/8" THICK SHEAR PLATE W/ 2-7/8" Ø A325N BOLTS
STEEL BEAM PER FRAMING PLAN TOP FLANGE SLUSH
1 1/
2" M
IN 1
1/ 2"
M IN
3"
12"x18"x3/4" PLATE W/ (4) 3/4"Ø SS ROD, 8 INCH EPOXY EMBEDMENT
1'-6"
1/4"
1/4"
1'-0"
4"
2x10 CEDAR TRIM, PAINT TO MATCH ADJACENT TRIM; FIELD VERIFY
KALWALL CLOSURE PANEL
CONTINUOUS SEALANT
2 2
2 6
2 6
1/2" MOISTURE RESISTANT G.W.B.
KALWALL CLOSURE PANEL
SEALANT TYPE A
1/ 4" 1"
1 3/4"
NO. 6 x 5/8" PAN-HEAD SHEET METAL SCREWS, PHILLIPS (FACTORY PROVIDED) AT BOTTOM DOOR SHOE WITH RAIN SHIELD
1 5/
CONCRETE FLOOR SLAB
TYPICAL AT JAMBS: 10 GA COLD FORMED ANGLE 7" x 2", INSIDE RADIUS MIN. 1/4", MAX. 3/8", MOUNT WITH POLYURETHANE CONSTRUCTION ADHESIVE AND (3) 1/4"Ø x 3" EXPANSION ANCHORS (TOP, MIDDLE AND BOTTOM)
INSULATED ROLL-UP DOOR
CONC. PAD AT EXTERIOR DOORS
TYPICAL AT JAMBS: 10 GA COLD FORMED GALV ANGLE 7" x 2", INSIDE RADIUS MIN. 1/4", MAX. 3/8", MOUNT TO MASONRY WITH POLYURETHANE CONSTRUCTION ADHESIVE AND (3) 1/4"Ø x 3" EXPANSION ANCHORS (TOP, MIDDLE AND BOTTOM)
FASTENERS PER MANUFACTURER'S REQUIREMENTS
HOLLOW METAL FRAME
CLOSE ENDS OF RAIN HOOD
HOLLOW METAL DOOR
SS EXPANSION ANCHORS, MIN. 5" EMBED. INTO CONCRETE BEYOND. SEE 01190 FOR ANCHORAGE REQ'S.
BRACKET BOLTED TO GUIDE RAIL
CONCRETE WALL BEYOND
TYPICAL AT JAMBS: 10 GA COLD FORMED ANGLE 7" x 2", INSIDE RADIUS MIN. 1/4", MAX. 3/8", MOUNT TO MASONRY WITH POLYURETHANE CONSTRUCTION ADHESIVE AND (3) 1/4"Ø x 3" EXPANSION ANCHORS (TOP, MIDDLE AND BOTTOM)
"Z-TYPE" LINTEL BRUSH SEAL, FASTEN PER MANUFACTURER
ROLL-UP DOOR HOOD
18 GAUGE SST STEEL COVER
SLOTTED HOLE 2" LONG, TYP, W/ 14" SS BOLT THROUGH BACKING FRAME
R O
U G
H O
PE N
IN G
D IM
EN SI
O N
JDS
JDS
DEC
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S-210
SCALE: 1"=1'-0"
SCALE: 3"=1'-0"
PIPING DESIGNATION
NOMINAL PIPE DIAMETER
THERMAL METER T T
BUTTERFLY (FLANGED)
PINCH VALVE
NOTE: VALVE SYMBOLS SHOWN WITH SOLID FILL DENOTES VALVE IS NORMALLY IN CLOSED POSITION.
ACTUATOR SYMBOL
PIPE SYMBOLS
PIPE SUPPORT DESIGNATION
TXXS PIPE SUPPORT DESIGNATION (TYPE XX SUPPORT) SEE PIPE SUPPORT DETAILS FOR SPECIFIC REQUIREMENTS
1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE SPECIFICATION SECTION 15050 FOR ADDITIONAL REQUIREMENTS.
2. ALL PIPE JOINTS SHALL BE RESTRAINED UNLESS OTHERWISE NOTED.
3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.
4. APPROPRIATE PIPE PENETRATION DETAILS SHALL BE USED.
5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
6. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.
7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER CONTRACTORS.
8. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS.
9. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND PIPE USE.
10. ALL PIPING UNDER STRUCTURES TO BE CONCRETE ENCASED UNLESS NOTED OTHERWISE.
GENERAL MECHANICAL PIPING NOTES
1976018.00
FASTEN SIGN TO HOSE RACK WITH RIVETS (TYP 4 PLACES)
DRILL FOR 3/8" DIA FASTENING (TYP 4 PLACES) NOTE 2
7"/10" RADIUS NOTE 5
M-002 6HOSE RACK DETAIL
1. ALL HOSE RACKS AND MOUNTINGS SHALL BE WELDED CONSTRUCTION. MATERIAL SHALL BE 3/16" STEEL PL HOT DIP GALVANIZED AFTER FAB. ALL BOLTS AND NUTS SHALL BE GALVANIZED.
2. CONTRACTOR SHALL COORDINATE BOLTS AND BOLT HOLE LOCATION WITH HANDRAIL DIMENSIONS.
3. ROUND ALL CORNERS (3/4" R). 4. USE DIMENSIONS PRECEDING SLASH WHERE LIQUID SERVICE TO THE UTILITY
STATION IS 1" DIA OR LESS, AND DIMENSIONS FOLLOWING SLASH FOR 1 1/2" DIA OR LARGER.
5. PROVIDE MESSAGE "50 LBS MAX" STAMPED ON FACE.
8 3/
ANCHOR ROD 3/8 X 9 X 9
BASE PLATE H (MAX.)
5/8" THROUGH BOLT WITH NUT & LOCK WASHER
2 1/2" STEEL PIPE. ATTACH DIRECTLY TO BASE PL WHEN HEIGHT LESS THAN 9" PLUS PIPE OD/2. MALLEABLE IRON REDUCER
3" STEEL PIPE
3/8" PL. 4" WIDE PIPE STRAP
3" STD. STL. PIPE, 3" LONG
PIPE STRAP 1/4" X 2"
GROUT OR DRYPACK 3/4" MIN., 2" MAX.
FLOOR, WALL OR CEILING
SST ANCHOR RODS WITH LOCK WASHERS, DOUBLE NUTTED AT SLAB. 6" EMBED WITH HILTI HIT-HY200.
NOTES:
1 1/2" (TYP)
1. AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE PIPE AND REDUCER AND WELD 3" STEEL PIPE DIRECTLY TO BOTTOM PIPE STRAP.
2. DO NOT CUT OR WELD AFTER GALVANIZING. 3. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION. 4. WHERE SLIDING SUPPORT REQUIRED, OMIT GAP AND SIZE STRAP SO THAT IT FITS
LOOSE. 5. SEE SECTION 15060 FOR MATERIALS.
1/ 4"
M IN
PIPE ≤ 8" DIA
2" MIN, TYP CAST IRON FRAME AND COVER PLATE SIZE AS REQD
PRESSURE SIDE PIPE FLANGE DRILLED AND TAPPED FOR BOLTS
GRAVEL
NO SCALE
TYPE X1 PIPE PENETRATION
PROVIDE SEALANT AND BACKING ROD OR TAPE ON OUTSIDE WALLS.
1 1/2" MAX, 1/2" MIN
NOTES: LOCATE EXISTING REBAR PRIOR TO CUTTING EXISTING CONCRETE. DO NOT CUT OR DAMAGE EXISTING REBAR.
SANITARY TEE
FINISHED FLOOR
CAST IRON BAR GRATE WITH LEGS
V
4"
NOTE:
HOSE RACK SEE DETAIL 6/M-002
PIPES, VALVES, AND END FITTINGS, SEE TYPE A UTILITY STATION THIS DRAWING
WARNING SIGN, SEE UTILITY STATION NOTE 1
FOR PIPE/RAIL MOUNT SEE DETAIL 5/M-002
TOP RAIL
PROVIDE ISOLATION VALVE PER TYPE D UTILITY STATION FOR ALL OUTDOOR UTILITY STATIONS.
TYPE B UTILITY STATION RAIL MOUNTED
DO NOT DRINK
1 1/2"
2 1/2"
WARNING SIGN SHALL HAVE WHITE LETTERING ON RED BACKGROUND. MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 10400.
3/4"
1"
1/8" STEEL PLATE
WATER PIPE NOTE: DIELECTRIC ISOLATION SHALL BE PROVIDED IF COPPER PIPING IS USED. SEE UTILITY STATION NOTE 4.
U-BOLT TYPICAL
UTILITY STATION NOTES:
1. PROVIDE UTILITY STATIONS WITH WARNING SIGN THAT READS "NOTICE NON-POTABLE WATER DO NOT DRINK" DISPLAYED IN A PROMINENT PLACE AT THE UTILITY STATION. SEE DETAIL 4/M-002.
2. INSTALL ISOLATING VALVE WITH EXTENSION STEM AND VALVE BOX WITH COVER MARKED "WATER."
3. TYPE B UTILITY STATION RAIL MOUNTED RACK IS SECURED TO HANDRAIL AS SHOWN ON DETAIL 6/M-002.
4. PROVIDE DIELECTRIC ISOLATION BETWEEN PIPE AND HANDRAIL WHEN PIPING IS COPPER. WRAP 1/16 THICK NEOPRENE A FULL 360° AROUND PIPE. BOND TO PIPE WITH A COMPATIBLE WATERPROOF ADHESIVE. EXTEND NEOPRENE 1/2 INCH BEYOND STEEL CLAMP PLATE ON EACH SIDE.
RISER EXTENDED INTO FRAME AND COVER, SEE DETAIL 4/M-002
1/8 BEND
1/8 BEND
NO SCALE VAR 3CLEANOUT DETAIL (LINE END)
NO SCALE VAR 7EQUIPMENT DRAIN DETAIL
CLR 3"
EQUIPMENT PAD OR FINISHED FLOOR
DRAIN LINE
DRAIN LINE
LEAD SEAL PLUG CALKED FERRULE CLEANOUT
PACK ANNULAR SPACE WITH SEALANT
CLASS E CONCRETE
3" CLEAR
CW
GS
LW
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SPM
SPM
SPM
M-005
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FROM PLC/SCADA
9000 CFM
ODOR CONTROL
UNIT WW1-015ORT1211
1125 CFM OA 1125 CFM OA
POLYMER PUMP ROOM
1044 CFM
0.5 PSI 3/4" NG
TO SCREW PRESS ROOM
WW1-015HTR0003
WW1-015HTR0001
WW1-015HTR0002
WW1-015AHU0003A
M-006
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AM-WRF DEWATERING IMPROVEMENTS PROJECT