W912QR20R0019Plans-0001.pdf

GENERAL NOTES:

1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET

SPECIFIC REQUIREMENTS AND TO SUPPLEMENT CONTRACT SPECIFICATIONS. THESE NOTES

NEITHER REPLACE NOR OVERRIDE PROVISIONS AND REQUIREMENTS OF CONTRACT

SPECIFICATIONS.

B. COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS.

C. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO COMMENCING WITH WORK. SCALING OF WORKING DIMENSIONS

FROM STRUCTURAL DRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT FINISHED STRUCTURE. CONTRACTOR

IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT

LIMITED TO, SHORING AND TEMPORARY BRACING. UNDERTAKE ALL NECESSARY MEASURES TO

ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT SITE AND ADJACENT TO SITE. VISITS

TO SITE BY CONTRACTING OFFICER'S REPRESENTATIVE WILL NOT RELIEVE CONTRACTOR OF

SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON CONTRACT DRAWINGS OR

SPECIFICATIONS, PROVIDE CONSTRUCTION OF SAME CHARACTER AS FOR SIMILAR CONDITIONS

THAT ARE SHOWN OR CALLED FOR, WITH APPROVAL OF CONTRACTING OFFICER'S

REPRESENTATIVE. WHERE SECTIONS VARY, PROVIDE FOR SMOOTH TRANSITIONS BETWEEN

THEM, UNLESS NOTED OTHERWISE.

F. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO FINISH FLOOR ELEVATION PER CIVIL DRAWINGS.

2. DESIGN STANDARDS

A. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE, 2015, AS MODIFIED BY THE

FOLLOWING UNIFIED FACILITIES CRITERIA.

1. UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 20 JUN 2016

WITH CHANGE 2, 1 NOV 2018.

2. UFC 3-301-01, STRUCTURAL ENGINEERING, 1 JUNE 2013 WITH CHANGE 4, 1 NOV 2018.

3. UFC 3-310-04, SEISMIC DESIGN OF BUILDINGS, 1 JUNE 2013 WITH CHANGE 1, 20 JUN 2016.

4. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DEC 2018.

B. ASCE/SEI 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.

C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

D. TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2013.

E. AISC 325, STEEL CONSTRUCTION MANUAL, 14TH EDITION, 2011.

F. AWWA D103, FACTORY COATED BOLTED CARBON STEEL TANKS FOR WATER STORAGE, 2014

5. GEOTECHNICAL INFORMATION

A. SOURCE: GEOTECHNICAL AND HYDROGEOLOGICAL REPORT PREPARED BY SHANNON &

WILSON, INC., DATED JUNE 25, 2019.

B. SITE PREPARATION

1. PROVIDE EXCAVATION, FILL AND BACKFILL IN ACCORDANCE WITH CONTRACT DRAWINGS

AND SPECIFICATIONS, DIVISION 31.

2. NOTIFY CONTRACTING OFFICER WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE

SLABS OR FOOTINGS ARE TO BE PLACED FOR DETERMINATION REGARDING IMPROVEMENT

OF THIS POTENTIALLY UNDESIRABLE CONDITION.

3. PLACE ALL SLABS ON GRADE AND FOOTINGS ON COMPACTED GRADED-CRUSHED

AGGREGATE BASE COURSE PER SECTION 32 11 23 OR NATIVE BASALT BEDROCK.

C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 130 PCF.

2. WATER TABLE DEPTH: GREATER THAN 20 FT.

3. BASALT ROCK DEPTH: 0.8 TO 1.5 FT BELOW EXISTING GRADE.

D. LATERAL EARTH PRESSURE (EQUIVALENT FLUID)

1. ACTIVE CONDITION, Ka: 45 PCF.

2. PASSIVE CONDITION, Kp: 300 PCF.

E. SLAB AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 300 PCI.

2. MINIMUM BEARING DEPTH: 18" BELOW ADJACENT GRADE.

3. ALLOWABLE BEARING PRESSURE:

a. 6,000 PSF (DEAD + LIVE).

b. 8,000 PSF (DEAD + LIVE + WIND/EARTHQUAKE).

4. COEFFICIENT OF FRICTION: 0.40.

3. SPECIAL INSPECTIONS: SEE SPECIFICATIONS SECTION 01 45 35 AND ATTACHMENTS.

4. DESIGN LOADS

A. RISK CATEGORY: III, EXCEPT IV FOR FIRE WATER STORAGE TANK.

B. ROOF LOADS

1. DEAD LOAD: 9 PSF FOR DECK, SUBSTRATE, INSULATION, AND ROOFING SYSTEM.

2. COLLATERAL LOAD: 12 PSF FOR SUSPENDED CEILINGS, DUCTWORK, PIPING (INCLUDING

FIRE PROTECTION), LIGHTING, AND ELECTRICAL.

3. LIVE LOAD: 20 PSF, REDUCIBLE.

C. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT EXCEEDING 300 LBS. FRAMING AND FOUNDATIONS ARE

DESIGNED FOR EQUIPMENT THAT SATISFIES CONTRACT SPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN WEIGHTS INDICATED, OR REQUIRES

STRUCTURAL CHANGES FOR ANY OTHER REASON, PROVIDE ENGINEERING DESIGN

CALCULATIONS AND ADDITIONAL STRUCTURAL WORK NECESSARY TO SUPPORT LOADS IN

ACCORDANCE WITH DESIGN STANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO

GOVERNMENT AND WITH NO INCREASE IN CONTRACT TIME.

3. IN ADDITION TO SEISMIC BRACING, PROVIDE MOUNTINGS FOR OVERHEAD ARCHITECTURAL

FEATURES, UTILITIES, AND OTHER FIXTURES WEIGHING 31 LBS OR MORE, EXCLUDING

DISTRIBUTED SYSTEMS SUCH AS SUSPENDED CEILINGS OR PIPING NETWORKS

COLLECTIVELY EXCEEDING THAT WEIGHT, DESIGNED TO RESIST THE FOLLOWING MINIMUM

FORCES APPLIED AT CENTER OF MASS.

a. DOWNWARD: 1.5 TIMES COMPONENT WEIGHT.

b. IN ANY HORIZONTAL DIRECTION: 0.5 TIMES COMPONENT WEIGHT.

D. CRANE LOADS

1. LIFT CAPACITY: 10 TONS.

2. MINIMUM HOOK HEIGHT: 24 FEET.

3. GENERAL CONTRACTOR COORDINATE VERTICAL, LATERAL, AND LONGITUDINAL WHEEL

LOAD MAGNITUDES (INCLUDING IMPACT) AND ARRANGEMENT WITH METAL BUILDING

SYSTEM MANUFACTURER.

E. FLOOR LOADS

1. STORAGE, MECHANICAL, AND ELECTRICAL ROOMS, INCLUDING HAZ/POL: 125 PSF.

2. ELSEWHERE: 100 PSF.

3. WHEEL LOADING IN REPAIR/MAINTENANCE BAYS

a. DESIGN BASIS VEHICLE: RT240 KALMAR RTCH FORKLIFT, LOADED.

b. VEHICLE WEIGHT: 171,031 LBS.

c. MAXIMUM WHEEL LOAD: 71,000 LBS.

d. WHEEL CONTACT AREA: 800 SQ IN.

F. SNOW LOADS

1. GROUND SNOW LOAD: 25 PSF.

2. EXPOSURE FACTOR: 1.0.

3. IMPORTANCE FACTOR: 1.1.

4. THERMAL FACTOR: 1.0.

5. MINIMUM SNOW LOAD: 22 PSF.

6. DRIFT SURCHARGE LOADS: SEE DRAWING S-003.

G. WIND LOADS

1. ULTIMATE DESIGN WIND SPEED: 115 MPH.

2. NOMINAL DESIGN WIND SPEED: 89 MPH.

3. EXPOSURE CATEGORY: C.

4. BUILDING ENCLOSURE: PARTIALLY ENCLOSED, GCpi = +/-0.55.

5. TOPOGRAPHIC FACTOR: 1.0.

6. DESIGN PRESSURES FOR COMPONENTS AND CLADDING: SEE DRAWING S-004.

H. EARTHQUAKE LOADS

1. IMPORTANCE FACTOR: 1.25.

2. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: Ss = 0.51, S1 = 0.21.

3. SITE CLASS: B.

4. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: Sds = 0.34, Sd1 = 0.14.

5. SEISMIC DESIGN CATEGORY: C.

6. BASIC SEISMIC FORCE RESISTING SYSTEMS

a. HIGH ROOF PORTION: BUILDING FRAME WITH STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, R = 3, Cs = 0.142, V = 100 KIPS (ESTIMATED).

b. LOW ROOF PORTION: BEARING WALLS WITH INTERMEDIATE REINFORCED MASONRY SHEAR WALLS, R = 3.5, Cs = 0.121, V = 410 KIPS.

7. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

8. FIRE WATER STORAGE TANK: AWWA SEISMIC USE GROUP III.

6. MATERIALS: SEE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH ALL

APPLICABLE OSHA REGULATIONS

A. REINFORCED CONCRETE: SECTION 03 30 53

1. PREPARE AND PLACE REINFORCED CONCRETE IN ACCORDANCE WITH ACI MANUAL OF

CONCRETE PRACTICE.

2. CONCRETE

a. MINIMUM 28-DAY COMPRESSIVE STRENGTH: f'c = 4,500 PSI, NORMAL WEIGHT.

b. DO NOT AIR ENTRAIN CONCRETE FOR INTERIOR SLABS WITH TROWEL FINISH.

3. FORMWORK

a. CONTRACTOR IS RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF CONCRETE FORMWORK IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH PLACEMENT OF PIPING, INSERTS, FLOOR

DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON CONTRACT DRAWINGS OR IN

CONTRACT SPECIFICATIONS.

c. SLEEVE ALL PIPING OR UTILITIES PASSING THROUGH NEW CONCRETE 1/2" CLEAR ALL

AROUND, UNLESS NOTED OTHERWISE. SEE OTHER DISCIPLINE DRAWINGS FOR

SLEEVE DETAILS. PROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF

DEBRIS AND WATER DURING CONSTRUCTION.

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS

NOTED OTHERWISE.

e. COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING UNDISTURBED NATIVE

SOIL. PROVIDE MINIMUM EXCAVATION WIDTH 2" GREATER THAN INDICATED.

4. REINFORCING STEEL

a. BARS: ASTM A615 GRADE 60 OR ASTM A706 GRADE 60.

b. REINFORCE ALL CONCRETE UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR

"UNREINFORCED".

d. DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.

e. PROVIDE MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT AS FOLLOWS

(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".

(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2";

#5 AND SMALLER BARS - 1 1/2".

(3) OTHER CONCRETE: SLABS AND WALLS - 3/4"; OTHER ELEMENTS - 1 1/2".

f. CONFORM EMBEDMENT AND LAP SPLICE LENGTHS TO TABLE, NOTES, AND DETAILS

ON DRAWING S-011.

g. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS AND CORNER BARS AT

INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH TYPICAL

DETAILS ON DRAWING S-011.

h. EPOXY GROUT: ASTM C881, TYPE V, GRADE 2.

5. JOINTS

a. LOCATE CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER

JOINTS AS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY CONTRACTING

OFFICER'S REPRESENTATIVE.

b. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS OF

LAITANCE AND EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN

MORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, THOROUGHLY CLEAN AND

WET SURFACE OF CONSTRUCTION JOINT.

c. APPLY THESE PROVISIONS WHEN PLACING NEW CONCRETE AGAINST EXISTING

CONCRETE, AND IN ADDITION, ADEQUATELY PREPARE EXISTING SURFACE BY

APPLYING BONDING AGENT.

6. MATERIALS (CONTINUED)

B. REINFORCED MASONRY: SECTION 04 20 00

1. GENERAL

a. UNITS: ASTM C90, NORMAL WEIGHT, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI.

(1) OPEN END UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.

(2) DOUBLE OPEN END UNITS MAY BE USED WHERE WALL IS SOLID GROUTED.

(3) USE U-SHAPED BOND BEAMS AT OPENING HEAD LOCATIONS AND KNOCK-OUT

BOND BEAMS AT OTHER LOCATIONS.

(4) DO NOT FIELD MODIFY UNITS UNLESS INTENDED TO BE MODIFIED.

b. MORTAR: ASTM C270 TYPE S, PROPORTION METHOD.

c. ASSEMBLY: MINIMUM COMPRESSIVE STRENGTH f'm = 2,000 PSI.

2. REINFORCING STEEL

a. BARS: ASTM 615 GRADE 60.

b. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN WALLS WITH THE

FOLLOWING MINIMUM LAP LENGTHS.

(1) CENTERED IN CELL: 13" FOR #4, 20" FOR #5, 38" FOR #6.

(2) EACH FACE AND BOND BEAMS: 21" FOR #4, 34" FOR #5, 64" FOR #6.

c. MINIMUM CLEAR DISTANCE TO ANY FACE OF UNIT OR FORMED SURFACE: 1/2".

3. GROUT

a. ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI, 8" TO 11" SLUMP.

b. FULLY GROUT CELLS CONTAINING REINFORCING STEEL AND CELLS LOCATED BELOW

FINISH FLOOR ELEVATION.

c. PROVIDE UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE GROUT OF 3"X3" AND

ALIGN TO PROVIDE UNOBSTRUCTED OPENINGS FULL-HEIGHT.

d. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR

TO INITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING

PLACEMENT HEIGHTS NOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH

NO INTERRUPTIONS EXCEEDING 1 HOUR.

e. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE

TIME OF PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER

INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED.

4. CONSTRUCTION

a. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.

b. EMPLOY FULL MORTAR BEDDING FOR PARTIALLY GROUTED WALLS.

c. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, MISCELLANEOUS

STEEL, ETC. ARE NOT ILLUSTRATED IN STRUCTURAL DETAILS. SEE ARCHITECTURAL

DRAWINGS FOR THESE COMPONENTS.

5. VERTICAL REINFORCEMENT

a. UNLESS NOTED OTHERWISE, PROVIDE (1) #5 VERTICAL CENTERED AT MAXIMUM

HORIZONTAL SPACING OF 48".

b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT INTERSECTION OF WALLS, BELOW AND AT EACH SIDE OF EACH BEAM BEARING ON WALL, AND AT EACH SIDE OF

EACH OPENING GREATER THAN 1'-0" IN WIDTH.

c. PROVIDE FOUNDATION DOWEL OF THE SAME SIZE AND LOCATION AS EACH VERTICAL

BAR IN THE WALL ABOVE.

(1) WHERE BEARING ON FOOTINGS, CAST INTO SUPPORTING CONCRETE WITH

REQUIRED HOOK EMBEDMENT LENGTH.

(2) WHERE BEARING ON THICKENED SLAB, FIELD DRILL AND EPOXY GROUT INTO

SUPPORTING CONCRETE WITH 5" EMBEDMENT.

(3) EXTEND INTO WALL A MINIMUM OF 2" GREATER THAN REQUIRED LAP SPLICE

LENGTH ABOVE CONCRETE SURFACE.

d. EXTEND ALL VERTICAL BARS FROM BOTTOM COURSE THROUGH TOP BOND BEAM.

6. HORIZONTAL REINFORCEMENT

a. CONSTRUCT BOND BEAMS USING (2) #5 HORIZONTAL.

b. PROVIDE CONTINUOUS BOND BEAMS AT BOTTOM COURSE, WHERE INDICATED ON

STRUCTURAL OR ARCHITECTURAL DRAWINGS, AND AT MAXIMUM VERTICAL SPACING

OF 48".

c. WHERE TOP OF WALL IS FLAT, PROVIDE 2-COURSE BOND BEAM AT TOP-MOST OR AT

SECOND FROM TOP-MOST COURSES AS PRACTICAL TO MAINTAIN CONTINUITY.

d. WHERE TOP OF WALL IS SLOPED, PROVIDE SLOPING BOND BEAM PER DETAIL ON

DRAWING S-013.

e. PROVIDE BOND BEAM BELOW EACH OPENING AND EXTEND 30" MINIMUM BEYOND

EACH SIDE.

f. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT MAXIMUM SPACING OF 16".

7. CONTROL JOINTS: NOT PERMITTED, PROVIDE CONTINUOUS HORIZONTAL REINFORCEMENT

AS SPECIFIED ABOVE TO MINIMIZE AND CONTROL ANY MINOR CRACKING.

(CONTINUED ON DRAWING S-002)

SECTION, DETAIL, AND ELEVATION

SYMBOL IDENTIFIERS

DRAWING SEQUENCE NUMBER

INDICATES SHEET WHERE TITLE

IS LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND TITLE

ARE ON THE SAME DRAWING)

LETTER-NUMBER DESIGNATOR

INDICATES SHEET COORDINATES

WHERE TITLE IS LOCATED

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN

THE SAME DISCIPLINE)

THE WORD "SECTION" MAY BE REPLACED

WITH "ELEVATION" OR "DETAIL"

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

A3

S-001

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

ELEVATION CALLOUT EXAMPLEDETAIL CALLOUT EXAMPLESECTION CALLOUT EXAMPLE

A3

S-001 A3

S-001

A3

S-001

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NOTES:

1. UNLESS OTHERWISE INDICATED, REINFORCE CORNERS IN ACCORDANCE

WITH EITHER OPTION #1 OR OPTION #2.

2. UNLESS OTHERWISE INDICATED, CONSTRUCT INTERSECTIONS WITH OR

WITHOUT CONSTRUCTION JOINTS. REINFORCE PER APPLICABLE DETAIL.

HORIZONTAL WALL REINFORCEMENT DETAILS

INTERSECTIONS

SEE NOTE 2

PLAN

WITHOUT CJ

PLAN

WITH CJ

PLAN

WITHOUT CJ

PLAN

WITH CJ

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

DOWEL TYP

L A

P S

P L

IC

E

STD 90°

HOOK UNO

DOWEL

HORIZONTAL WALL REINFORCEMENT DETAILS

CORNERS

SEE NOTE 1

PLAN

OPTION #1

PLAN

OPTION #2

PLAN

OPTION #1

PLAN

OPTION #2

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

VERT REINF

NOT SHOWN

LAP SPLICE LAP SPLICE

L A

P S

P L

IC

E

CORNER BAR

STD 90°

HOOK

WHERE

INDICATED

LAP SPLICE LAP SPLICE

L A

P S

P L

IC

E

STD 90°

HOOK

WHERE

INDICATED

STD 90°

HOOK UNO

STD 90°

HOOK UNO

STD 90°

HOOK UNO

L A

P S

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E

CORNER AND INTERSECTION REINFORCEMENT

NOT TO SCALE

NOT TO SCALE

1. PROVIDE EP-1 FOR INT EQPT AND FOR EXT EQPT ON CONC PAVEMENT.

PROVIDE EF-1 FOR OTHER EXT EQPT. SEE OTHER DISCIPLINE DWGS

FOR EQPT LOCATIONS.

2. FOR EQPT ANCHORAGE, PROVIDE STANDARD TYPE V HOOKED BOLTS,

UNLESS OTHERWISE RECOMMENDED BY MFR.

3. GROUT EQPT IN PLACE W/ NON-SHRINK GROUT UNLESS OTHERWISE

RECOMMENDED BY MFR.

4. FOR EP-1 ONLY:

A. PROVIDE NUMBER OF DOWELS TO MATCH TOTAL CROSS-

SECTIONAL AREA OF ANCHOR BOLTS, EQUALLY SPACED AROUND

PAD, EXCEPT DO NOT EXCEED 12" SPACING.

B. IF FLOOR SLAB OR PAVEMENT IS EXST OR CONSTRUCTED

BEFORE DOWELS ARE PLACED, EPOXY GROUT DOWELS INTO

FLOOR SLAB OR PAVEMENT W/ 4 1/2" EMBED.

C. PROVIDE MIN HEIGHT OF PAD ABOVE SURROUNDING FLOOR SLAB

OR PAVEMENT AS FOLLOWS.

(1) 1" DIA OR SMALLER ANCHOR BOLTS: 4".

(2) ANCHOR BOLTS LARGER THAN 1" DIA: 6".

4 1/2"2" MIN TO EDGE

OF EQPT BASE

BUSH-HAMMER ROUGH

UNDER AREA OF PAD AND

APPLY BONDING COMPOUND

#4 @ 12" EW TOP

#4 DOWELS, SEE

NOTES 4A & 4B

N O

T E

C

BASE PLATE, ANCHOR BOLTS,

AND GROUT PER EQPT SUPPLIER

NOTES:

EQUIPMENT PAD (EP-1)

- MAIN REINF

- LAPPED REINF

TABLE NOTES:

1. PROVIDE REINF BAR DEVELOPMENT AND LAP SPLICE LENGTHS AS SHOWN IN

THESE TABLES UNLESS NOTED OTHERWISE.

2. LENGTHS SHOWN IN TABLES ARE BASED ON CONC COVER GREATER THAN

ONE BAR DIAMETER AND CENTER-TO-CENTER SPACING GREATER THAN

THREE BAR DIAMETERS.

3. TOP BARS ARE DEFINED AS HORIZ OR SLOPED REINF PLACED SUCH THAT

MORE THAN 12" OF FRESH CONC IS CAST IN THE MEMBER BELOW THE

DEVELOPMENT LENGTH OR SPLICE.

4. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS OF

TOTAL REINF IS SPLICED WITHIN REQD LAP LENGTH, SPLICE LENGTH MAY

EQUAL DEVELOPMENT LENGTH.

5. CENTER TO CENTER SPACING ("S") IS DEFINED AS INDICATED BELOW.

L E

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CRITICAL

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12X DIA OF BAR

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RADIUS OF HOOK:

4x DIA OF BAR - #3 TO #8 BARS 5x DIA OF BAR - #9 TO #11 BARS 6x DIA OF BAR - #14 & #18 BARS

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DETAIL 1 DETAIL 2

DETAIL NOTES:

1. WHERE DWGS ARE DETAILED SIMILAR TO DETAIL 2, EXTEND EMBEDMENT

LENGTH SUCH THAT HOOKED BAR CONTACTS LAYER OF MAIN REINF SHOWN.

2. EMBEDMENT LENGTHS IN TABLE ARE TYPICAL EXCEPT AS NOTED IN DETAIL 2,

OR AS OTHERWISE INDICATED ON DWGS.

0' - 1""S"

2 1/2" MIN COVER

EMBEDMENT AND LAP SPLICE LENGTHS FOR REINFORCING BARS

NOT TO SCALE

SEE NOTE 1

SEE NOTE 2PIPE, SEE NOTE 3

NOTES

1. TYP SLAB REINF PER PLAN.

2. SUBGRADE MATERIALS PER DWGS AND SPECS.

3. SEE OTHER DISCIPLINE DWGS FOR PIPE LOCATIONS.

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CONC SLAB OR FDN

BELOW SLAB OR LESS THAN 8" BELOW FOOTING

STEM WALL

AS OCCURS

CONC FTG

SLEEVE W/ 1/2" MIN

CLR AROUND PIPEPIPE, SEE OTHER

DISCIPLINE DRAWINGS

CONC FILL TO BE

PLACED ACROSS FULL

WIDTH OF PIPE TRENCH

BEFORE FTG IS PLACED

STEM WALL

AS OCCURS

CONC FTG

SLEEVE W/ 1/2" MIN

CLR AROUND PIPE

PIPE

CONC FILL TO BE PLACED

ACROSS FULL WIDTH OF PIPE

TRENCH BEFORE FTG IS PLACED

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M

IN

8" MIN, 3'-0" MAX

NOTE: DO NOT ROUTE PIPES THRU

ANY FTG NOR BELOW COLUMN FTG.

A

SECTION A

8" TO 3' - 0" BELOW FOOTING

PIPE PASSING BELOW SLAB OR FOOTING

NOT TO SCALE

STEM WALL

AS OCCURS

CONC FDN

1'-6" MAX

BACKFILL AND

RECOMPACT

TRENCH PER SPECS

BOTTOM OF TRENCH

0' - 2"

3' - 0" MIN

PIPE, SEE OTHER

DISCIPLINE DWGS

GREATER THAN 3' - 0" BELOW FOUNDATION

CONSTRUCTION JOINT

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

SEE SECTIONS

FOR FOOTING

DETAILS

. LAP SPLICE

SIZE & IDENTIFICATION

AS NOTED ON PLANS

SLEEVE THROUGH WALL/SLAB

REINFORCE PER

WALL/SLAB OPENING

DETAIL

SEEPAGE RING

PL3/8x2 ALL AROUND

2"

T S

L A

B

A

T

.5

T

SEAL WELD

ALL AROUND

STD WT PIPE

SLEEVE OR PL 1/4"

NOT TO SCALE

NOTE: GALVANIZE ALL

STL AFTER FABRICATION

DIAGONAL BARS:

(1) #5 CTRD (TYP)

x 3'-0" FOR SQUARE OR

RECTANGULAR OPNG

ADD BARS:

MATCH AREA OF

INTERRUPTED REINF

(1) #5 CTRD MIN

1. DETAIL APPLIES TO BOTH ROUND AND SQUARE OR

RECTANGULAR OPNGS ("D" = HEIGHT OR WIDTH).

2. DIAG BARS ARE REQD FOR ALL OPNGS EXCEPT FLOOR

DRAINS, BUT ADD BARS ARE NOT REQD WHERE NO

REINF OR DECK FLUTES INTERRUPTED BY OPENING.

NOT TO SCALE

"D

T Y

P

(T Y

P

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IN

S T

R A

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H

T E

M B

E D

L E

N G

T H

WALL/SLAB OPENING

NOTES:

1 3 /16"

/8

1' - 0"

FINISHED GRADE OR

PAVEMENT W/ EXP JT

SEE CIVIL DWGS

EQPT ANCHORAGE

PER MFR

#4 @ 12"

EW T&B

(2) #4 EF

#4 @ 12"

PER EQPT MFR

NOTE: TYP 4 SIDES. COORD SIZE

WITH MANUFACTURER.

COMPACTED GRADED-CRUSHED

AGGREGATE BASE COURSE PER SECT

32 11 23 OR NATIVE BASALT BEDROCK

NOT TO SCALE

EQUIPMENT FOUNDATION (EF-1)

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REINFORCING DEVELOPMENT LENGTHS TYPE A = 4500psi

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH HOOK

LENGTHOTHER TOP OTHER TOP

#3 1' - 1" 1' - 5" 1' - 5" 1' - 11" 7"

#4 1' - 6" 1' - 11" 1' - 11" 2' - 6" 9"

#5 1' - 10" 2' - 5" 2' - 5" 3' - 2" 11"

#6 2' - 3" 2' - 11" 2' - 11" 3' - 9" 1' - 1"

#7 3' - 3" 4' - 3" 4' - 3" 5' - 6" 1' - 4"

#8 3' - 9" 4' - 10" 4' - 10" 6' - 4" 1' - 6"

#9 4' - 2" 5' - 6" 5' - 6" 7' - 1" 1' - 8"

#10 4' - 9" 6' - 2" 6' - 2" 8' - 0" 1' - 11"

#11 5' - 3" 6' - 10" 6' - 10" 8' - 11" 2' - 1"

#14 6' - 4" 8' - 2" 8' - 2" 10' - 8" 2' - 6"

#18 8' - 5" 10' - 11" 10' - 11" 14' - 3" 3' - 4"

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5°

JOINT

2"

2"

(2) #4 X 4'-0" TOP

HOOK ENDS WHERE BAR

EXTENDS TO EDGE OF CONC

TYPICAL RE-ENTRANT CORNER BARS IN SLAB

NOT TO SCALE

SEE SLAB ON GRADE JOINTS DETAIL*

SAWED JOINT FACE

INITIAL SAWCUT/FORMED JOINT

BACKER ROD

SEALANT PER

DIV 07 SPECS

CONTRACTION JOINT (CTJ)

CONSTRUCTION JOINT (CJ)

VAPOR RETARDER

H /2

2 LAYERS OF 30# ROOFING

FELT OR 3/8" EXP JT FILLER

TYP ALL ISOLATION JOINTS

1/8" TO 1/4" SEALED

SMOOTH DOWELS

3/4" DIA X 1'-4" @ 1'-0" OC

PAINT & GREASE ONE END

3" MAX

H /4

M

IN

(SAWED OR FORMED)

1/8" TO 1/4" SEALED

(SAWED)

H /4

M

IN

TYP

3" MAX

VAPOR RETARDER

NOT TO SCALE

NOTE: DISCONTINUE REINFORCEMENT AT JOINT UNO

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

OR NATIVE BASALT BEDROCK

U N

O

.5 H H

5H

ISOLATION JOINT (IJ) AT SLAB EDGE

SLAB ON GRADE JOINTS

VAPOR RETARDER

H

/8

43/256"

5/256"

H

/8

/4

43/256"

5/256"

A1

S-012

A1

S-012

A1

S-012

SIM

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

OR NATIVE BASALT BEDROCK

/2

C L R

/2

C L R

/2

C L R

SLAB REINF

PER PLAN (TYP)

SLAB REINF

PER PLAN (TYP)

SLAB REINF PER PLAN

TYP

SMOOTH DOWELS

3/4" DIA X 1'-4" @ 1'-0" OC

PAINT & GREASE ONE END

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

OR NATIVE BASALT BEDROCK

H /2

SLAB REINFORCEMENT AT DOOR OPENING

NOT TO SCALE

PROVIDE #4 x 3'-0". TRIM BARS AT

RE-ENTRANT CORNERS -TYPICAL

2 LAYERS OF 30#

ROOFING FELT OR 3/8"

EXP JT FILLER (TYP)

. 2" C

LR

CONCRETE

FDN WALL

CONCRETE

FDN WALL DOOR OPENING

SLOPE

FD

SLOPE

S L O

P E

SLOPE 1/2"

TO DRAIN

TYPICAL FLOOR DRAIN DETAIL

NOT TO SCALE

RAD = 18"

SECOND STAGE

CONCRETE PLACEMENT

CONSTRUCTION OR

CONTRACTION JOINT

SEALED ISOLATION

JOINT DISCONTINUE

REINFORCEMENT (TYP)

4" M

IN

EXTERIOR

GRID

GRID AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

NOTE:

FOR PERIMETER ISOLATION JOINTS AT BRACED BAYS, EXTEND

SECOND STAGE CONCRETE PLACEMENT TO ENCASE GUSSET

PLATES AND BRACING MEMBERS AT OR BELOW TOP OF SLAB.

COLUMN ISOLATION JOINTS

NOT TO SCALE

SEALED ISOLATION

JOINT DISCONTINUE

REINFORCEMENT (TYP)

SECOND STAGE

CONCRETE PLACEMENT

INSIDE CORNER

GRID

AT CONTRACTOR'S

OPTION, REPLACE

DIAMOND ISOLATION

JOINT WITH CIRCLE

4" M

IN

GRID

CONC FDN WALL

OR GRADE BEAM

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

OR NATIVE BASALT BEDROCK

SMOOTH DOWELS

3/4" DIA X 1'-4" @

1'-0" OC, PAINT AND

GREASE ONE END

NOT TO SCALE

#4 @ 12"

EW CTRD

#4 @ 12" EW CTRD

TYP 3 SIDES

/4

6" (TYP

3 SIDES)

/2

4' - 2"

SLAB AT OPNG

2 LAYERS OF

30# FELT

EXTERIOR DOOR STOOP

/2

/4

/2

/2

NOTE: DOOR STOOP WIDTHS,

SEE ARCH DRAWINGS FOR LOCATIONS:

SINGLE DOOR = 5' - 0"

DOUBLE DOOR = 7' - 0"

1/4"

LAP WALL REINFORCING

(3) #4 CONT

SLAB REINF

1'-8"

#4 @ 12"

"T

1'-0"1'-0" 1'-8"

DOWEL, MATCH AND

PLANS AND SPECIFICATIONS

CMU WALL PER

NOTES:

1. SEE ARCH DWGS FOR

INTERIOR WALL LOCATIONS.

2. WHERE JOINT INDICATED

AT FACE OF WALL, DISCONTINUE

REINF AND PROVIDE DOWELS.

TYPICAL THICKENED SLAB AT CMU WALL

NOT TO SCALE

/1

/8

7/8" 3/4" 97/128" 7/8"

T

1'-0" MIN

T

S E

E P

L A

N R

E C

E S

S

LAP REINF

SLAB RECESS

NOT TO SCALE

NOTE:

PROVIDE DIAGONAL #4x3'-0"

TOP OR #4 CORNER BAR TOP

AT ALL CORNERS OF RECESS.

T/CONC EL

SEE PLAN

LENGTH

DEVELOPMENT

LIGHT POLE, SEE ELEC DWGS

DIA

3' - 0"

ANCHOR BOLTS AS

REQUIRED BY LIGHT

POLE MFR (GALV)

BASIS OF DESIGN:

LIGHT POLE - 26'-0" TALL, 5" SQUARE

ALUMINUM NON-TAPERED

LIGHT FIXTURE - EPA = 0.64 SQ FT,

WEIGHT = 21.5 LBS

CONDUIT AS REQUIRED,

PER ELECTRICAL

LOCATION POINT PER CIVIL DWGS

U N

O

T Y

P

#3 TIES @ 12" OC, UNO

(12) #6 VERT

3/4" CHAMFER

LIGHT POLE FOUNDATION

AT PARKING AREAS

NOT TO SCALE

10' - 0"

CONCRETE SLAB FOR

TRASH ENCLOSURE

PER CIVIL

REFER TO CIVIL FOR

PLAN LOCATION

A3

S-012

3' - 0"

R E

A

R C

H

M A

X

1' - 6" 1' - 6"

#5 @ 12" OC, EW

8" CMU WALL, FULLY

GROUTED, w/ #5 @

32" OC VERT

DOWEL TO MATCH CMU

VERT SIZE AND SPACING

IJ (TYP)

SLAB PER CIVIL

BOND BEAM PER TYP

DETAILS, S-013, AND

GENERAL NOTES

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SCALE: 1 1/2" = 1'-0"A1

DETAIL

NOT TO SCALE .

SCALE: 3/16" = 1'-0"A2

TRASH ENCLOSURE FOUNDATION PLAN

SCALE: 3/4" = 1'-0"A3

TRASH ENCLOSURE SECTION

0 4' 8' 12' 0 1' 2' 3'

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A

B C

9' - 4" 40' - 0" TRENCH

C1

S-301

C2

S-301

C4

S-301

C T

J T

Y P

CTJ

TYP

B1

S-302

C J

B5

S-301

NOTE 6

NOTE 5

NOTE 7

NOTE 5

NOTE 6

NOTE 9, TYP

GRID A

NOTE 9, TYP

GRID B

NOTE 8

A.5

61' - 2" 47' - 10" 10" 7' - 2"

NOTE 10

C T

J T

Y P

TYP

T R

E N

C H

2' - 0"

CTJ

TYP

CTJ

TYP

C T

J T

Y P

C T

J T

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4.1

5.1

F1 F1

T/CONC EL 99' - 10"

S L O

P E

S L O

P E

S -1

A R

E A

A

S -1

A R

E A

B

NOTE 13

(HATCH AREA)

8' - 0" 98' - 0"

2.8

C4

S-402

S

P A

C E

S

O C

W8X10

W8X10

W8X10

W8X10

W8X10

W8X10

B3

S-301

B2

S-301

EQ EQ

NOTE 11

N O

T E

A1

S-302

TYP

C3

S-401

A3

S-301

A3

S-301 OPP

NOTE 6

A2

S-301

A2

S-301

SIM

B.2

58' - 0"

NOTE 14

9' - 6"

N O

T E

NOTE 16

A1

S-301

RE: ARCH

6' - 0"

R E

A

R C

H

B1

S-301

NOTE 5

F6

F3

F3

F3

F3

F6

T/CONC EL 100' - 0"

A5

S-301

NOTE 17

2' - 0"

2' - 0"

NOTE 18

NOTE 18

10' - 6" 21' - 0"

10' - 6" 29' - 0"

10' - 6" 21' - 0"

NOTE 19

NOTE 19

TYP @

DOOR

C1

S-301

A5

S-301

C1

S-301

A5

S-301

SIM

B2

S-301

SIM

PLAN NOTES:

1. SEE DWGS S-001 AND S-002 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. SEE DWGS S-003 AND S-004 FOR LOADING DIAGRAMS.

3. SEE DWGS S-011 THRU S-014 FOR TYP DETAILS.

4. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTR COORD

ACTUAL DIMENSIONS W/ FINAL COURSING LAYOUT. RE: S-120 FOR

MASONRY WALL DIMENSIONS.

5. 12" CONC SLAB ON INSULATION ON VAPOR RETARDER ON

COMPACTED GRADED-CRUSHED AGGREGATE BASE COURSE PER

SECT 32 11 23 OR NATIVE BASALT BEDROCK. REINF W/ #5 @ 12" EW

TOP AND WWR 6X6-W2.5XW2.5, 1 1-2" CLEAR FROM BOTTOM. T/CONC

EL 100' - 0", UNO.

6. 4" CONC SLAB, TYP UNLESS NOTED OTHERWISE, ON VAPOR BARRIER

ON COMPACTED GRADED-CRUSHED AGGREGATE BASE COURSE PER

SECT 32 11 23 OR NATIVE BASALT BEDROCK. REINF W/ #4 @ 18" OC

EW TOP. T/CONC EL 100' - 0", UNO.

7. SEE MECH DWGS FOR HYDRONIC HEATING SYSTEM AT INTERIOR

SLAB ON GRADE. PLACE TUBING ON TOP OF WWR.

8. 12" CONC SLAB ON VAPOR RETARDER ON COMPACTED GRADED-

CRUSHED AGGREGATE BASE COURSE PER SECT 32 11 23 OR NATIVE

BASALT BEDROCK. REINF W/ #5 @ 9" OC EW TOP. T/CONC EL 100' - 0",

UNO.

9. MASONRY WALL ALONG GRID LINES A AND B: PROVIDE (1) #5 VERT

CTRD AT 16" OC. PROVIDE ADDITIONAL REINF PER DWGS S-001 AND

S-013.

10. 8" CONC WALL AT VAULT, TYP 4 SIDES, SEE DWG S-402 FOR

ADDITIONAL INFORMATION.

11. AT BEAM MIDSPAN, PROVIDE HSS3X3X3/16 POST W/ PL3/8X9X0'-9" W/

(4) 1/2" DIA SCREW ANCHORS (ANCHOR DESIGN FACTORED LOAD: V =

1 KIP). TYP (6) LOCATIONS.

12. REMOVABLE GALV WELDED STL BAR GRTG W/ 1 1/2" X 3/16" BRG BARS

@ 1 3/16" OC, CROSS BARS @ 4" OC, T/GRTG EL 100'-0".

13. HIGH DENSITY STORAGE SYSTEM PER ARCH DWGS, GENERAL CONTR

COORD RAIL EMBEDMENT W/ ACTUAL SYSTEM FURNISHED, TYPICAL

DETAIL AT RAIL PER C3/S-301.

14. FULLY GROUT ALL VERTICAL CELLS FOR PRE-ENGINEERED METAL

CANOPY CONNECTIONS.

15. PROVIDE FLOOR HARDENER PER SECTION 03 30 53 FOR ALL SLABS IN

AREA A WEST OF GRID LINE 2.

16. RECESS SLAB FOR WALK OFF MAT PER TYP DET ON DWG S-012, SEE

ARCH DWGS FOR SIZE AND LOCATION.

17. EQUIPMENT PAD, COORDINATE SIZE AND DIMENSIONS WITH

EQUIPMENT MANUFACTURER. PROVIDE PAD PER S-011

18. FULLY GROUT VERTICAL CELLS

19. HOSE REEL RACK PER C2/S-411.

20. SEE DWG S-421 FOR WATER TANK FOUNDATION PLAN AND SECTION.

CONTR COORD WITH CIVIL DRAWINGS FOR LOCATION.

21. SEE DWG S-422 FOR LOADING RAMP PLAN AND SECTIONS. CONTR

COORD WITH CIVIL DRAWINGS FOR LOCATION.

22. SEE DWGS S-423 AND S-424 FOR WASH RACK FOUNDATION PLAN AND

SECTIONS. CONTR COORD WITH CIVIL DRAWINGS FOR LOCATION.

D E

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SCALE: 1/8" = 1'-0"A1

FOUNDATION AND SLAB PLAN - AREA A

0 4' 8' 16' N

FOUNDATION SCHEDULE

MARK

TOP

ELEVATION LENGTH WIDTH THICKNESS TOP REINFORCING BOTTOM REINFORCING

F1 98' - 8" 2' - 6" 2' - 6" 1' - 0" - (4) #6, EW

F2 98' - 5" 11' - 6" 11' - 6" 2' - 0" (10) #7, EW (HOOK TOP BARS) (10) #7, EW

F3 98' - 8" 7' - 0" 7' - 0" 2' - 0" (7) #7, EW (HOOK TOP BARS) (7) #7, EW

F5 98' - 5" 9' - 0" 9' - 0" 2' - 0" (8) #7, EW (HOOK TOP BARS) (8) #7, EW

F6 98' - 5" 9' - 0" 11' - 7" 2' - 0" #7 @ 12" OC, EW (HK TOP BARS) #7 @ 12" OC, EW

M A

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B C D E F G

8' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0"

F5F2F2F2 F6

F6 F2 F2 F2 F5

TYP

F5

F5

F3

F3

F3

F3

C4

S-302

A2

S-302

C T

J T

Y P

C T

J T

Y P

C T

J T

Y P

C T

J T

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CTJ

TYP

CTJ

TYP

B1

S-302

NOTE 8 TYP

NOTE 8 TYP

NOTE 5

NOTE 7

NOTE 6 TYP

NOTE 6 TYP

NOTE 5

NOTE 7

NOTE 6 TYP

NOTE 6 TYP

CTJ

TYP

CTJ

TYP

CTJ

TYP

NOTE 9

TYP

NOTE 9 TYP

NOTE 9

TYP

A4

S-302

3' - 5"

3' - 5"3' - 5"

3' - 5"3' - 5"

3' - 5"

2' - 8"

3' - 5"

3' - 5" 3' - 5"

3' - 5" 3' - 5"

3' - 5" 3' - 5"2' - 8"

3' - 5"

C2

S-302

A1

S-411

PREFABRICATED

TRENCH DRAIN SEE

MECH DWGS (TYP)

PREFABRICATED

TRENCH DRAIN SEE

MECH DWGS (TYP)

T Y

P

6' - 0"

TYP

20' - 0" TRENCH 6' - 0"

T Y

P

T R

E N

C H

TYP

2' - 6"

6' - 0"

TYP

20' - 0" TRENCH 6' - 0"

T Y

P

A1

S-003

T/CONC = 99' - 10"

TYP AT DRAINS

T/CONC = 99' - 10"

TYP AT DRAINS

S L O

P E

S L O

P E

S -1

A R

E A

A

S -1

A R

E A

B

C4

S-302

SIM

C4

S-302SIM

A2

S-302

C2

S-302

SIM, @ COL

C2

S-302 SIM

A2

S-301

SIM

C2

S-301

SIM

B.2

7' - 2" 1' - 5"

A4

S-302

C1

S-302

TYP (18)

THUS

T/CONC EL 100' - 0"

T/CONC EL 100' - 0"

T/CONC EL 100' - 0"

T/CONC EL 100' - 0"

T/CONC EL 100' - 0"

T/CONC EL 100' - 0"

NOTE 11

NOTE 11

NOTE 11

@ COL

PLAN NOTES:

1. SEE DWGS S-001 AND S-002 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. SEE DWGS S-003 AND S-004 FOR LOADING DIAGRAMS.

3. SEE DWGS S-011 THRU S-014 FOR TYP DETAILS.

4. MASONRY DIMENSIONS ARE NOMINAL. GENERAL CONTR COORD

ACTUAL DIMENSIONS W/ FINAL COURSING LAYOUT. RE: S-120 FOR

MASONRY WALL DIMENSIONS.

5. 12" CONC SLAB ON INSULATION ON VAPOR RETARDER ON

COMPACTED GRADED-CRUSHED AGGREGATE BASE COURSE PER

SECT 32 11 23 OR NATIVE BASALT BEDROCK. REINF W/ #5 @ 12" EW

TOP AND WWR 6X6-W2.5XW2.5 LOCATED 1 1/2" ABOVE INSULATION

(TYP). T/CONC EL 100'-0" UNO.

6. METAL BUILDING SYSTEM COLUMNS, SEE DWG S-003 FOR

ASSUMED REACTIONS.

7. SEE MECH DRAWINGS FOR HYDRONIC HEATING SYSTEM AT

INTERIOR SLAB ON GRADE. PLACE TUBING ON TOP OF WWR.

8. PRE-FABRICATED FLUID DISTRIBUTION RACK, SEE DWG S-411.

9. 10'-0" TALL MASONRY WAINSCOT: PROVIDE (1) #5 VERT CTRD AT 16"

OC, FULLY GROUT ALL CELLS. PROVIDE ADDITIONAL REINF PER

DWGS S-001 AND S-013.

10. PROVIDE FLOOR HARDENER PER SECTION 03 30 53 FOR ALL SLABS

IN AREA B.

11. EQUIPMENT PAD, COORDINATE SIZE AND DIMENSIONS WITH

EQUIPMENT MANUFACTURER. PROVIDE PAD PER S-011.

12. SEE DWG S-421 FOR WATER TANK FOUNDATION PLAN AND

SECTION. CONTR COORD WITH CIVIL DRAWINGS FOR LOCATION.

13. SEE DWG S-422 FOR LOADING RAMP PLAN AND SECTIONS. CONTR

COORD WITH CIVIL DRAWINGS FOR LOCATION.

14. SEE DWGS S-423 AND S-424 FOR WASH RACK FOUNDATION PLAN

AND SECTIONS. CONTR COORD WITH CIVIL DRAWINGS FOR

LOCATION.

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SCALE: 1/8" = 1'-0"A1

FOUNDATION AND SLAB PLAN - AREA B

FOUNDATION SCHEDULE

MARK

TOP

ELEVATION LENGTH WIDTH THICKNESS TOP REINFORCING BOTTOM REINFORCING

F1 98' - 8" 2' - 6" 2' - 6" 1' - 0" - (4) #6, EW

F2 98' - 5" 11' - 6" 11' - 6" 2' - 0" (10) #7, EW (HOOK TOP BARS) (10) #7, EW

F3 98' - 8" 7' - 0" 7' - 0" 2' - 0" (7) #7, EW (HOOK TOP BARS) (7) #7, EW

F5 98' - 5" 9' - 0" 9' - 0" 2' - 0" (8) #7, EW (HOOK TOP BARS) (8) #7, EW

F6 98' - 5" 9' - 0" 11' - 7" 2' - 0" #7 @ 12" OC, EW (HK TOP BARS) #7 @ 12" OC, EW

0 4' 8' 16' N

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#6 @ 12"

CIRCUMFERENTIAL

#6 @ 12" RADIAL

(MEASURED AT OUTER EDGE)

(5) #6 @ 3" T&B, CIRCUMFERENTIAL

GALV TYPE VII ANCHOR BOLTS

COORD SIZE, LENGTH, AND

LOCATION W/ ACTUAL TANK

FURNISHED

JOINT SEALANT AND

BACKER ROD ALONG

PERIMETER OF CHIME

PER TANK MFR *

#6 @ 12" RADIAL

(2) #6 FACE BARS

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

OR NATIVE BASALT BEDROCK

1/2" THICK ASPHALT

IMPREGNATED PAD, TYP

UNDER ENTIRE TANK *STEEL STORAGE TANK

4' - 0"

#6 @ 12" EW T&B

* COORD W/ ACTUAL TANK AND PIPING FURNISHED.

M

IN6

GRADE PER

CIVIL DWGS

T Y

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1' - 6"

A1

S-421

30' - 0" DIA *

NOTES:

1. SEE CIVIL DRAWINGS FOR LOCATION

2. DESIGN AND CONSTRUCT TANK STRUCTURE, INCLUDING ACCESSORIES AND

ANCHORAGE, IN ACCORDANCE WITH AWWA D103. SEE SPECIFICATIONS

SECTION 33 16 15 AND DRAWING FX601 FOR ADDITIONAL REQUIREMENTS.

3. * COORDINATE WITH ACTUAL TANK AND PIPING FURNISHED.

27' DIA X 30' HIGH TANK ABOVE

SEE NOTE 2

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SECTION

SCALE: 1/4" = 1'-0"C1

WATER TANK FOUNDATION

0 1' 2' 3'

0 2' 4' 8'

NOTES:

1. SEE DWG S-001 FOR STRUCTURAL GENERAL NOTES.

2. SEE DWG S-014 FOR ANCHOR BOLT DETAILS.

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C1

S-422

D1

S-422

B1

S-422

38' - 9" 19' - 3"

NOTES:

1. FOR LOCATION, LAYOUT COORDINATES, AND SURROUNDING GRADE, SEE CIVIL DRAWINGS.

2. RAMP IS DESIGNED FOR 71,000 LB WHEEL LOAD OVER 800 IN^2 (DESIGN BASIS VEHICLE: RT240

KALMAR RTCH FORKLIFT, LOADED) OR AN AASHTO HS-20 LOADING.

3. PLACE ALL SLABS AND FOOTINGS ON COMPACTED GRADED-CRUSHED AGGREGATE BASE COURSE

PER SECT 32 11 23 OR NATIVE BASALT BEDROCK.

C T

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T J

C T

J

C T

J C

T J

19' - 6" 19' - 3"

16' - 6"

14' - 10" 14' - 0" 14' - 0" 14' - 0"

FOUNDATION

TIE, TYP

FOUNDATION TIE

CENTERLINE

(4) EQUALLY SPACED

RUBBER DOCK BUMPERS

@ 2' - 6" EACH

SLOPE

DOWN

SLOPE

DOWN

30' - 0" SLOPED RAILING

RAILING

14' - 0" SLOPED

REFERENCE CIVIL DRAWINGS

FOR LOADING RAMP LOCATION

38' - 9" 19' - 3"

5' - 0" 5' - 0"

BEGIN VERTICAL

CURVE

END VERTICAL CURVE

1.5%

7.74% 3

GRADE

PER CIVIL

A3

S-422 B2

S-422

B3

S-422 TYP

GUARDRAIL PER B4/S-403

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

5' - 0" 5' - 0"BEGIN VERTICAL

CURVE

END VERTICAL

CURVE

1.5%

8.14%GRADE

PER CIVIL

" 4

19' - 3"55' - 3"

A3

S-422B2

S-422

5' - 0"10' - 0"10' - 0"10' - 0"

WEEP HOLE SPACING

TYP BOTH SIDES

B3

S-422

TYP

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

C1

S-422

D1

S-422

12' - 3" 12' - 9"

6" x 6" CONC CURB

W/ 1" CHAMFER ON

ALL EDGES TYP

25' - 0"

COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

A1

S-422A2

S-422

GUARDRAIL

GUARDRAIL

1' - 6" 1' - 0" 1' - 6"

H

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A M

P

L O

W R

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CURB BEYOND

L8X8X1/2 GALV ARMORED EDGE

W/ 1/2" DIA X 8" HEADED STUDS

@ 12" OC EW STAGGERED

#5 @ 12" OC, EW

2" DIA WEEP HOLE

SCHED 40 PVC PIPE

#5 @ 12" OC, EW, EF

RUBBER DOCK BUMPER

ATTACH PER MFR

RECOMMENDATIONS

#5 @ 12" EW EF

1' - 6" 1' - 0" 1' - 6"

#5 @ 12" EW BOT

CONC CURB REINF

W/ (1) #5 CONT

6"

(2) #6 CONT

FDN TIE REINF

#5 @ 12" EW T&B, TYP

#5 @ 12" EW EF

1' - 6"1' - 0"1' - 6"

V A

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#5 @ 12" EW BOT

#5 @ 12" EW EF

2" DIA WEEP HOLE

SCHED 40 PVC PIPE

CONC CURB REINF

W/ (1) #5 CONT

6"

(2) #6 CONT

FDN TIE REINF

#5 @ 12" EW T&B

8"

10"

#5 @ 12"

EW EF

CURB BEYOND

1/2" GALV BENT PL

ARMORED EDGE W/

1/2" DIA X 8" HEADED STUDS

@ 12" OC EW STAGGERED

#5 @ 12"

EW T&B

1' - 0"

(2) #6 CONT FDN TIE

REINF @ MID-DEPTH, LAP

SPLICES NOT PERMITTED

6' - 0" MAX

GALV PIPE

2" STD TYP

T/RAMP

6' - 0" MAX

3" RADIUS

TYP

T/CURB

AT REMOVABLE RAILINGS:

GALV 3" X-STRONG PIPE WITH

1/8" BOTTOM CLOSER PLATE.

PROVIDE 5" DIA OPENING AND

GROUT SLEEVE IN PLACE

WITH NON-SHRINK GROUT.

AT PERMANENT RAILINGS:

3/8" X 10" X 1'-0" GALV PL w/

(4) 5/8" DIA CONCRETE

ANCHORS. (ANCHOR

FACTORED LOADS: V = 320

LBS, M = 13440 LB*IN)

/2

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1/4

1/4

10"

TYP

1 1/2"

V M

3/16

TYP

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LOADING RAMP PLAN

SCALE: 1/8" = 1'-0"D1

SECTION

SCALE: 1/8" = 1'-0"C1

SECTION

SCALE: 1/8" = 1'-0"B1

SECTION

N

0 4' 8' 16'

SCALE: 1/2" = 1'-0"A3

SECTION

0 1' 2' 4'SCALE: 1/2" = 1'-0"A1

SECTION

0 1' 2' 4' SCALE: 1/2" = 1'-0"A2

SECTION

0 1' 2' 4'

SCALE: 1/2" = 1'-0"B2

SECTION

0 1' 2' 4'0 4' 8' 16'

0 4' 8' 16'

0 4' 8' 16'

SCALE: 3/4" = 1'-0"B3

FOUNDATION TIE SECTION

0 1' 2' 3'

SCALE: 3/4" = 1'-0"B4

TYPICAL STEEL GUARDRAIL

0 1' 2' 3'

SCALE:A4

LOADING RAMP ISOMETRIC

REMOVABLE RAILING

SEE CONNECTION

PER B4/S-422

PERMANENT SIDE RAILS, ALIGN

GUARDRAILS WITH RAMP

SLOPE, TYP BOTH SIDES.

SEE CONNECTION PER B4/S-422

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MAT AND REINF

PER PLAN

#5 @ 12"

OC, TYP

A1

S-423

NO PLATE AT STAIR LOCATIONS

TYP

11"

T Y

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8"

#5 @ 12" OC

#4 NOSING

BAR, TYP

RIGID GEOFOAM PER ASTM

D6817 TYPE EPS15 OR BETTER

OR COMPACTED GRADED-

CRUSHED AGGREGATE BASE

COURSE PER SECT 32 11 23

SEE DETAIL B4 / S-422

STEEL GUARDRAIL

#5 x 3'-0" @ 12" OC, DRILL AND EPOXY w/ 6" EMBED

4' - 6"

5' - 0" 1' - 9" 1' - 9" 5' - 0"

PROVIDE 3" DIA OPNG.

GROUT GUARDRAIL IN PLACE

WITH NONSHRINK GROUT,

TYP @ WASH RACK.

CL

32' - 0"20' - 0"

6' - 3" MAX

TYP

3" CLR

1/2" GALV PL

PROVIDE 1"

RADIUS @ CORNER

OF FIRST PLATE

SEE DETAIL C2 / S-423

C3

S-423 B3

S-423

CL

1/2" GALV PL

B1

S-423

C4

S-423

CL

20' - 0" 32' - 0" 32' - 0" 20' - 0"

CL

CL CL

CL

CL

C4

S-424

B4

S-423

TYP

6' - 0"

C1

S-423

NOTES:

1. 8" CONCRETE SLAB OVER RIGID GEOFOAM

PER ASTM D6817 TYPE EPS15 OR BETTER

WITH #4 @ 12" OC CENTERED IN SLAB.

T/CONC =

2. COLUMNS BY METAL BUILDING SYSTEM

SUPPLIER, SEE DRAWING S-424.

3. 12" THICK MAT ON COMPACTED GRADED-

CRUSHED AGGREGATE BASE COURSE PER

SECT 32 11 23 OR NATIVE BASALT BEDROCK.

REINFORCE WITH #5 @ 12" EACH WAY

BOTTOM.

4. 6'-0" X 6'-0" X 12" FOOTING REINFORCED

WITH (8) #6 EACH WAY, TOP AND BOTTOM.

HOOK TOP BARS.

SEE DETAIL B1 / S-423

NOTE 2, TYP

NOTE 1NOTE 1

NOTE 3

NOTE 3

NOTE 4, TYP

A4

S-424

27' - 0" 27' - 0"

RECESS FOR LIGHT, C4/S-423

T Y

P

13' - 0" 6' - 0" 13' - 0" 13' - 0" 6' - 0" 13' - 0"

REFERENCE CIVIL DRAWINGS

FOR WASH RACK LOCATION

T Y

P

1/2" GALV PL

CONC RAMP/

LANDING

/2

3/4" DIA THREADED

RODS, DRILL AND

EPOXY @ 12" OC MAX

(ALLOWABLE TENSION

= 3.0 KIPS, ALLOWABLE

SHEAR = 0.5 KIPS)

CL

T/CONC EL 98' - 8"T/PAVEMENT RE: CIVIL

11' - 6" 11' - 6"

CL CL

COL, BASE PL, AND

ANCHOR BOLT SIZE AND

LAYOUT PER METAL

BLDG SYSTEM SUPPLIER

TYP

2' - 0"

M

IN

FTG AND REINF

PER PLAN

TYP

2' - 0"

PAVEMENT PER

CIVIL DWGS

FOR ADDITIONAL

INFORMATION

SEE DETAIL C4 / S-423

CLR

2' - 11" 5' - 0" 1' - 9" 1' - 9" 5' - 0"

CLR

2' - 11"

1' - 9" 4' - 3" 14' - 0" 6" 4' - 3" 1' - 9"

TYP 4

PLACES

C2

S-423

6" 8"

2' - 0"

#5 @ 12" OC

SLAB AND REINF

PER PLAN

#4 @ 12" OC#4 CONT

PAVEMENT

PER CIVIL

RIGID GEOFOAM PER

ASTM D6817 TYPE

EPS15 OR BETTER

#5 @ 12" OC

#4 NOSING BAR, TYP

#4 @ 12" OC

TYP

2' - 0"

SLAB AND REINF PER PLAN

11"11"11"

CL

5' - 6" 3' - 6" 5' - 0" 6"

V A

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S

#4 X 3'-8" @ 12" OC, DRILL

AND EPOXY INTO CONC w/

6" EMBED

#4 @ 12" OC

FOR ADDITIONAL

INFORMATION

SEE DETAIL C4 / S-423

RIGID GEOFOAM PER

ASTM D6817 TYPE

EPS15 OR BETTER

45.00°

1'

3"

1' - 3"

9"

2' - 6" 2' - 6"

TYP

1' - 3"

#6 @ 6" OC

2' - 6"

#5 @ 12" OC

#5 @ 12" OC, TYP

LIGHT PER ELEC

1/2" GALV PL

NO PLATE AT

STAIR LOCATIONS.

#5 @ 12" OC, TYP

#5 @ 12" OC, TYP

MAT AND REINF

PER PLAN

TYP

6"

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SECTION

SCALE: 1/4" = 1'-0"B1

SECTION

SCALE: 1/8" = 1'-0"A2

WASH RACK FOUNDATION PLAN

SCALE: 1 1/2" = 1'-0"C2

SECTION

0 1/2' 1' 1 1/2' 0 2' 4' 6'

0 2' 4' 8'

0 4' 8' 16'

SCALE: 3/8" = 1'-0"B4

SECTION

0 2' 4' 6'

SCALE: 1/2" = 1'-0"C3

SECTION

SCALE: 1/2" = 1'-0"B3

SECTION

0 1' 2' 4'

0 1' 2' 4'

SCALE: 3/8" = 1'-0"C1

SECTION

0 2' 4' 6'

N

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SECTION

0 1' 2' 3'

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ZONE 1

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VENTED; HEATED TO 55F

ZONE 3

(INSPECTION ONLY)

ZONE 2

(INSPECTION ONLY)

TEMP/ HUMIDITY

CONTROLED BY AHU & VAV

78F / 68F / MAX 50%

VENTED;

HEATED TO 55F

VENTED;

HEATED TO 55F

TEMP/ HUMIDITY

CONTROLED BY AHU & VAV

78F / 68F / MAX 50%

B1

AB301

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AIR BARRIER SUMMARY

ZONE 1 (INSPECTION ONLY)

FLOOR AREA = 16,590 SF

WALL AREA = 15,660 SF

ROOF AREA = 17,920 SF

ZONE 2

FLOOR AREA = 6,195 SF

WALL AREA = 9,015 SF

ROOF AREA = 6,940 SF

ZONE 3

FLOOR AREA = 3,250 SF

WALL AREA = 5,285 SF

ROOF AREA = 3,850 SF

ALLOWABLE LEAKAGE RATE (ALR): 0.40 CFM/SF

ALR

6,636 CFM

6,264 CFM

7,168 CFM

ALR

2,478 CFM

3,606 CFM

2,776 CFM

ALR

1,300 CFM

2,114 CFM

1,540 CFM

GRAND TOTAL AREA: 84,705 SF

MAXIMUM LEAKAGE: 33,882 CFM

AIR BARRIER LEGEND:

CAST-IN-PLACE CONCRETE FLOOR

FLUID APPLIED MEMBRANE AIR BARRIER ON CMU

PRE-FINISHED INSULATED METAL WALL PANEL

NOT USED

AIR BARRIER MEMBRANE OVER ROOF DECK

2-COAT MIN. EPOXY PAINTED CMU W/ BLOCK FILLER PRIMER

2-COAT MIN. EPOXY PAINTED GYPSUM WALL BOARD

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GENERAL NOTES: AIR BARRIER

1. SEE SPECIFICATION 07 27 10.00 10 BUILDING AIR BARRIER

SYSTEM.

2. REFERENCE WALL SECTIONS AND DETAILS IN THE A-300

SERIES SHEETS FOR CONTINUOUS BUILDING AIR BARRIER

SYSTEMS.

3. CONTINUOUS BUILDING AIR BARRIER SYSTEMS SHALL

CONSIST OF CAST-IN-PLACE CONCRETE FLOOR, FLUID

APPLIED MEMBRANE AIR BARRIER (SPECIFICATION 07 27 06)

ON CMU, PRE-FINISHED INSULATED METAL WALL PANEL

(SPECIFICATION 07 42 63) , AIR BARRIER MEMBRANE OVER

ROOF DECK (SPECIFICATION 07 22 00), 2-COAT MIN. EPOXY

PAINTED CMU W/ BLOCK FILLER PRIMER (SPECIFICATION 09

90 00), AND 2-COAT MIN. EPOXY PAINTED GYPSUM WALL

BOARD (SPECIFICATION 09 90 00), SEE AIR BARRIER LEGEND

AND AIR BARRIER DRAWINGS FOR LOCATION OF SYSTEMS.

4. JOINT AND SEAL THE AIR BARRIER MATERIAL OF EACH

ASSEMBLY IN A FLEXIBLE MANNER TO THE AIR BARRIER

MATERIAL OF ADJACENT ASSEMBLIES ALLOWING FOR THE

RELATIVE MOVEMENT OF THESE ASSEMBLIES AND

COMPONENTS.

5. IF ANY UNAVOIDABLE PENETRATION OF THE AIR BARRIER BY

ELECTRICAL BOXES OR CONDUIT, PLUMBING, AND OTHER

ASSEMBLES ARE NOT AIRTIGHT, MAKE THEM AIRTIGHT BY

SEALING THE ASSEMBLY AND THE INTERFACE BETWEEN THE

ASSEMBLY AND THE AIR BARRIER, OR BY EXTENDING THE AIR

BARRIER OVER THE ASSEMBLY AS REQUIRED BY THE AIR

BARRIER MANUFACTURER.

6. WRAP ALL OPENINGS WITH AIR BARRIER MEMBRANE

FLASHING PER MANUFACTURER.

7. MAINTAIN CONTINUITY OF AIR BARRIER @ WALL & ROOF

ASSEMBLIES WHERE REPETITIVE PENETRATIONS (VENEER

TIES, FASTENERS, ETC.) ARE AT RISK, PROVIDE ADDITIONAL

FLASHING OR AIR-BARRIER MEMBRANE OVER ALL INSTALLED

FASTENERS, SET ALL FASTENERS IN SEALANT, PROVIDE

SEALANT, PROPPERLY TOOLED, AT TOP AND SIDES OF

MASONRY TIES THAT COME INTO CONTACT W/ AIR BARRIER.

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A1

AIR BARRIER EXTENTS AND LIMITS - OVERALL FLOOR PLAN

0 8' 16' 24'

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HOT WATER SUPPLY

HOT WATER RETURN

3/4" DRAIN VALVE

WITH HOSE CONNECTION

NOTE 3

FLOW CONTROL BALANCING VALVE (TYP.)

COIL

3-WAY CONTROL VALVE

PRESSURE GAGE TAP W/

CAP & PET COCK (TYP.)

MANUAL AIR VENT

1.

2.

3.

NOTES:

ARRANGE PIPING TO PERMIT REMOVAL OF COIL.

THE FLOW CONTROL BALANCING VALVES SHALL BE

INSTALLED IN CONFORMANCE WITH VALVE MFGR'S

RECOMMENDED SPACING UP/DOWNSTREAM FROM

PIPE CHANGES IN DIRECTION AND/OR OTHER

VALVES AND COMPONENTS IN THE PIPING.

TYPE OF ISOLATION VALVE DEPENDS ON LINE SIZE.

REFER TO SPECIFICATIONS.

THEMOMETER - AHU ONLY

4 4

4 4

RADIANT FLOOR ZONING REQUIREMENTS. THE CONTRACTOR IS TO COORDINATE WITH MANUFACTURER OF RADIANT FLOOR COMPONENTS TO DETERMINE ROUTING IN EACH AREA. DESIGN TUBING SIZE AND

SPACING IS LISTED BELOW:

NO RADIANT FLOOR TUBING IN PARTS AND TOOL AREAS WEST OF MAINTENANCE BAY.

122, MAINTENANCE BAY. 1/2" TUBING, SPACED ON 15" CENTERS, SERVICE FROM RF-105.

NO RADIANT FLOOR TUBING IN OFFICE AND ADMIN AREA EAST OF THE MAINTENANCE BAY.

123 CIRCULATION BAY AND 125 MAINTENANCE BAY TO BE SPLIT INTO 4 EQUAL AREAS WITH SERVICE

FROM RF-101 THRU RF-104. EACH AREA TO HAVE 3/4" TUBING ON 12" CENTERS.

RADIANT FLOOR TEMPERATURE SENSOR TO BE INSTALLED WITHIN CONDUIT FOR SERVICABILITY.

INSTALL CONDUIT BELOW THE REBAR MESH SO THAT THER IS AT LEAST 1" CONCRETE ABOVE THE CONTDUIT.

CAP CONDUIT END. CONDUIT END SHALL BE APPROXIMATELY 10' FROM WALL AND SHALL BE LOCATED SO THAT THE TEMPERATURE SENSOR IS MIDWAY

BETWEEN THE RADIANT FLOOR TUBING.

CONTINUE CONDUIT AND WIRING TO CONNECT AS NEEDED FOR CONTROL OF EACH ZONE.

REBAR MESH

RADIANT FLOOR

TUBING

3/4" CONDUIT

WALL

SLAB TEMPERATURE

SENSOR

CONCRETE

SLAB

MV

HOT WATER SUPPLY

HOT WATER RETURN

DRAIN VALVE

WITH 3/4" HOSE

CONNECTION

BALANCING VALVECOIL

PRESSURE GAGE TAP W/

CAP & PET COCK (TYP.)

MANUAL AIR VENT

1.

NOTES:

THE FLOW CONTROL BALANCING VALVES SHALL BE

INSTALLED IN CONFORMANCE WITH VALVE MFGR'S

RECOMMENDED SPACING UP/DOWNSTREAM FROM

PIPE CHANGES IN DIRECTION AND/OR OTHER

VALVES AND COMPONENTS IN THE PIPING.

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SEE SHEET M-001 FOR GENERAL NOTES,

ABBREVIATIONS AND LEGEND.

1.

SCALE: 12" = 1'-0"C4

HOT WATER COIL, 3-WAY CONTROL VALVE

SCALE: 12" = 1'-0"C2

RADIANT FLOOR ZONING

SCALE: 12" = 1'-0"A2

RADIANT FLOOR SLAB SENSOR

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RETURN

AIR

SUPPLY FAN

(DSS-101)

SUPPLY

AIR

SF-S

SF-SS

MS-SF

CT

DX

DX COIL

STAT

COMP-SS

CONDENSING

UNIT, CU-102

ZN-T

SF-MODEUNIT-MODE

GENERAL:

TYPICAL FOR DSS-101/CU-102.

DSS-101 SHALL PROVIDE COOLING AND HEATING TO THE TELECOMMUNICATIONS ROOM. THE UNIT SHALL BE CONTROLLED BY INTEGRAL CONTROLS. UNIT MODE (COOL/HEAT/AUTO) AND SUPPLY FAN MODE (ON/AUTO) SHALL

BE USER CONFIGURABLE AT THE UNIT.

SYSTEM SHALL HAVE THE FOLLOWING MODES OF OPERATION: OFF AND ON.

OFF:

OFF MODE SHALL BE DETERMINED BY REMOTE SIGNAL FROM THE DDC SYSTEM OR USER INPUT AT THE UNIT. THE

SUPPLY FAN SHALL BE DE-ENERGIZED. THE CONDENSING UNIT CU-102 COMPRESSOR SHALL BE

DE-ENERGIZED.

ON:

ON MODE SHALL BE AS DETERMINED BY REMOTE SIGNAL FROM THE DDC SYSTEM OR USER INPUT AT THE UNIT.

FAN CONTROL: THE SUPPLY FAN MODE SHALL BE ACCORDING TO THE SELECTION AND SHALL BE AS DETERMINED

BY REMOTE SIGNAL FROM THE DDC SYSTEM OR USER INPUT AT THE UNIT.

-ON: THE SUPPLY FAN SHALL RUN CONTINUOUSLY.

-AUTO: THE SUPPLY FAN SHALL CYCLE WITH THE COMPRESSOR TO MEET THE ZONE SETPOINT.

SPACE TEMPERATURE CONTROL: THE CONDENSING UNIT CU-102 COMPRESSOR SHALL CYCLE WITH THE FAN TO MAINTAIN ZONE AT TEMPERATURE SETPOINT. TO PREVENT SHORT CYCLING THERE SHALL BE A MINIMUM ON/OFF CYCLE TIME OF 5 MINUTES (ADJ.). THE CONDENSING UNIT DIVERTING VALVE WILL AUTOMATICALLY SWITCH

BETWEEN COOLING AND HEATING AS REQUIRED.

SAFETY CONTROLS:

THE UNIT SHALL RUN SUBJECT TO INTERNAL SAFETIES.

GENERAL:

TYPICAL FOR: UH-101, UH-102, UH-103, AND UH-104

UNIT HEATERS ARE PROVIDED FOR FREEZE PROTECTION. THE UNIT HEATERS CONSIST OF A FAN, HOT WATER HEATING COIL, AND A BALANCE VALVE. THE HVAC SYSTEM SHALL HAVE THE FOLLOWING MODES OF

OPERATION: OFF AND ON.

OFF:

THE UNIT HEATER SUPPLY FAN SHALL BE DE-ENERGIZED. HEATING VALVE SHALL BE CLOSED.

ON:

ON MODE SHALL BE INITIATED BY THE CONTROLS SYSTEM.

FAN CONTROL: THE SUPPLY FAN SHALL CYCLE ON ANYTIME THE ZONE TEMPERATURE IS BELOW SETPOINT.

WHEN ZONE TEMPERATURE IS ABOVE SETPOINT THE FAN SHALL CYCLE OFF.

RETURN

AIR

SUPPLY FAN

BALANCE VALVE

H

HWR HWS

HEATING COIL

SUPPLY

AIR

SF-SMS-SF

CT

STAT

ZN-T

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CONTROLS SCHEMATIC - DSS AIR-CONDITIONER

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SEQUENCE OF OPERATION - DSS AIR-CONDITIONER

5) DSS-101 SETPOINT IS 65°F…