16b2-Am-0004-Drawing-01.pdf

CONC. STRUCTURE TYPE STRENGTH (PSI) DENSITY (PCF) W/C RATIO

ALL CONCRETE FOOTINGS,

TIE BEAMS, SLAB ON GRADE,

STRUCTURAL SLABS,

COLUMNS AND BEAMS.

4000 150 0.45

NON-STRUCTURAL CONCRETE

SLABS AND STAIRS ON GRADE,

CURBS, AND OTHER

NON-STRUCTURAL CONCRETE

3000 150 0.45

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN APPROVAL

PRIOR TO FABRICATION.

6. ALL REBAR SHALL BE EPOXY-COATED FOR CORROSION RESISTANCE, UNO.

FABRICATION, HANDRAILING AND REPAIR OF EPOXY-COATED REINFORCING

BARS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D3963 AND

ASTM A934.

7. U.N.O. ON STRUCTURAL DRAWINGS, PROVIDE MINIMUM CONCRETE

PROTECTION FOR REINFORCING AS FOLLOWS:

CAST AGAINST EARTH 3"

EXPOSED TO EARTH OR WEATHER:

#5 AND SMALLER BARS AND W.W.F. 1-1/2" (U.N.O.)

#6 AND LARGER BARS 2"

NOT EXPOSED TO EARTH OR WEATHER:

SLABS AND WALLS:

#6 AND LARGER BARS AND W.W.F. 3/4"

#7 AND #8 BARS 1"

#9 AND LARGER BARS 1-1/2"

BEAMS AND COLUMNS 1-1/2"

SLABS SUBJECT TO VEHICULAR TRAFFIC:

FRAMED SLABS TOP COVER 2"

BOTTOM COVER 3/4"

8. WHERE CONSTRUCTION JOINTS ARE PROVIDED, THE REINFORCEMENT

SHALL PASS CONTINUOUSLY THROUGH THE JOINT.

9. ALL WELDING OF REINFORCING TO BE DONE WITH E90XX ELECTRODES IN

ACCORDANCE WITH A.W.S. SPECIFICATIONS D1.4 (LATEST EDITION).

REINFORCING STEEL, CONT:

1. 2012 INTERNATIONAL BUILDING CODE

2. ACI 318-11

3. ACI 530-11

4. AWS D1.1, D1.3, D1.4

5. ASTM CURRENT EDITION

6. ASCE 7-10

7. AISC 341-10

8. AISC 360-10

9. UFC 3-301-01

10. UFC 3-301-04

11. STEEL DECK INSTITUTE DESIGN MANUAL FOR COMPOSITE DECK,

FORM DECK AND ROOF DECK.

MAJOR CODES AND STANDARDS:

1. ALL REINFORCING STEEL INCLUDING STIRRUPS AND TIES,

SHALL BE HIGH STRENGTH, CONFORMING TO ASTM A615 GRADE 60 (FY =

60,000PSI). ALL REINFORCING TO BE WELDED SHALL CONFORM TO ASTM

A706 GRADE 60. ALL REINFORCING BARS SHALL BE EPOXY COATED FOR

BOTH ON-SHORE AND PIER BUILDINGS UNO. SEE NOTE 6.

2. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN

ACCORDANCE WITH ACI-SP-66 ACI DETAILING MANUAL (LATEST EDITION),

SEE SPEC SECTION 03 20 00.00 10.

3. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY

ADDITIONAL SPLICING SHALL REQUIRE PRIOR APPROVAL FROM THE

STRUCTURAL ENGINEER. WHERE SPLICE LENGTHS ARE NOT EXPLICITLY

CALLED OUT ON DETAILS, THE MINIMUM SPLICE (IN COMPRESSION) IS 45

DIAMETERS IN CONCRETE; AND IN TENSION (FOR CONCRETE) AS NOTED ON

DETAILS. EMBEDMENT AND HOOK LENGTHS SHALL BE PER ACI 318-08.

4. ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS

LIKELY TO IMPAIR BOND. ALL BENDS SHALL BE MADE COLD.

REINFORCING STEEL:

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1. THE STRUCTURAL DESIGN IS BASED ON THE STRUCTURE IN ITS

COMPLETED STATE. THE CONTRACTOR AND HIS SUBS SHALL BE

RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND SHORING,

AS REQUIRED, TO ENSURE VERTICAL AND LATERAL STABILITY OF THE

ENTIRE STRUCTURE OR PORTION THEREOF DURING CONSTRUCTION.

2. STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH

SPECIFICATIONS AND ALL OTHER DRAWINGS RELATING TO THE WORK.

3. LOCATION AND SIZES OF OPENINGS IN FLOORS, ROOFS AND WALLS

SHALL BE VERIFIED WITH ARCHITECTURAL, MECHANICAL, PLUMBING,

FIRE PROTECTION AND ELECTRICAL DRAWINGS.

4. NO PIPES, CONDUITS OR DUCTS SHALL BE PLACED IN SLABS, BEAMS,

FOOTINGS OR WALLS, UNLESS SPECIFICALLY DETAILED ON

STRUCTURAL DRAWINGS FOR THAT PURPOSE.

5. LOCATION AND SIZE OF EQUIPMENT SHALL BE VERIFIED WITH

PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL &

MANUFACTURER'S DRAWINGS.

6. SEE PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL AND

MANUFACTURER'S DRAWINGS FOR SIZE, LOCATION AND ANCHOR BOLT

REQUIREMENTS OF ALL EQUIPMENT. THE CONTRACTOR SHALL

OBTAIN MANUFACTURER'S TEMPLATES SHOWING ANCHOR BOLT

LOCATION FOR ALL EQUIPMENT.

7. SEE ARCHITECTURAL PLANS FOR LOCATION OF ALL NON-BEARING

PARTITIONS, CONCRETE CURBS, FLOOR AND ROOF SLOPES, DRAINS

AND LOCATION AND DETAILS FOR ALL MISCELLANEOUS HANDRAILS,

LADDERS HANGERS & STEEL GRATINGS. FOR LOCATION AND DETAIL

OF MISCELLANEOUS YARD WORK INCLUDING WALKS, CURBS &

DRIVEWAYS, SEE CIVIL DRAWINGS.

8. FOR UNDERGROUND UTILITIES, SEE CIVIL DRAWINGS.

9. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER

GENERAL NOTES AND TYPICAL DETAILS. DO NOT SCALE DRAWINGS.

10. THE CONTRACTOR SHALL MEASURE AND PROVIDE ALL EXISTING FIELD

DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR

TO CONSTRUCTION AND THE SUBMISSION OF SHOP DRAWINGS AND

SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY

DISCREPANCIES. VERIFICATION AND NOTIFICATION SHALL PROCEED

PRIOR TO THE START OF THE WORK SO THAT ANY NECESSARY

CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT

SCHEDULE.

11. THE CONTRACTOR SHALL REVIEW AND COORDINATE DIMENSIONS

PROVIDED IN THE CONTRACT DOCUMENTS LAYOUT OF BUILDING

FOUNDATIONS AND OTHER STRUCTURAL MEMBERS SHALL BE BASED

ON THE FULL SET OF CONTRACT DOCUMENTS, INCLUDING BUT NOT

LIMITED TO THE ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS

AND THE PROJECT SPECIFICATIONS, INCONSISTENCIES OR OMISSIONS

IN DIMENSIONS SHALL BE FORWARDED TO THE CONTRACTING

OFFICER FOR REVIEW AND RESOLUTION.

12. DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE

INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS

ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED.

13. ALL WALLS ARE DESIGNED AS LATERALLY BRACED BY THE FLOOR AND

ROOF SYSTEMS. CONTRACTOR SHALL ENSURE THAT WALLS ARE

ADEQUATELY BRACED DURING CONSTRUCTION.

14. TEMPORARY BRACING SHALL BE PROVIDED FOR ALL WALLS SUBJECT

TO UNBALANCE BACKFILL. BRACE WALL PLUMB UNTIL STABILIZING

ELEMENT ABOVE IS IN PLACE.

15. ANY REQUIRED TEMPORARY SHEETING AND SHORING SHALL BE IN

CONFORMANCE WITH OSHA REGULATIONS UNBRACED EXCAVATIONS

SHALL BE SLOPED NOT GREATER THAN (1.5) HORIZONTAL TO (1)

VERTICAL.

16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN THE SERVICES

OF A REGISTERED CIVIL ENGINEER TO DETERMINE THE ALLOWABLE

TEMPORARY CONSTRUCTION LOADS AND TO PROVIDE A DESIGN FOR

ALL FALSE WORK, FORMWORK, STAGING'S, BRACING, SHEETING AND

SHORING WHENEVER THE LOADING FROM THE CONTRACTOR'S WORK

EXCEEDS THE ALLOWABLE LOAD CAPACITIES OF THE EXISTING

STRUCTURE.

17. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE

VICINITY OF FOUNDATIONS AND DETERMINE IF A CONFLICT EXISTS.

PROVIDE INFORMATION ON LOCATION SIZE AND ELEVATIONS OF

UTILITIES PRIOR TO START OF WORK SO THAT ANY NECESSARY

CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT

SCHEDULE.

18. THE DEVELOPMENT AND IMPLEMENTATION OF JOB SITE SAFETY AND

CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE

GENERAL CONTRACTOR.

19. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL

MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL

DRAWINGS. NOTIFY THE CONTRACTING OFFICER WHEN DRAWINGS BY

OTHERS INDICATE OPENINGS, POCKETS, ETC., NOT INDICATED ON THE

STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL

MEMBERS.

20. STRUCTURAL OBSERVATIONS PERFORMED BY GOVERNMENT DURING

CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION

SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE

INSPECTIONS REQUIRED AS PART OF THE QUALITY CONTROL BY THE

CONTRACTOR. OBSERVATIONS ALSO DO NOT GUARANTEE

CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS

SUPERVISION OF CONSTRUCTION.

21. DO NOT SPLICE STRUCTURAL MEMBERS UNLESS SPECIFICALLY

DETAILED AND INDICATED IN THIS SET OF DRAWINGS.

22. FOR FIREPROOFING REQUIREMENTS, SEE SPECIFICATIONS.

23. CONTINUOUS SPECIAL INSPECTION AND TESTING ON AS002, AS003

REQUIRED TO BE PERFORMED BY THE GOVERNMENT. CONTRACTOR

TO PROVIDE MINIMUM OF 2 WEEKS NOTICE IN ADVANCE TO SCHEDULE

INSPECTION REQUIRING GOVERNMENT ACTION.

GENERAL

1. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, NORMAL WEIGHT (UNLESS

OTHERWISE NOTED) AND SHALL BE SUBMITTED TO THE CONTRACTOR BEFORE

USE, WITH COMPRESSIVE STRENGTH AS FOLLOWS:

2. ALL CONCRETE MIXES SHALL BE DESIGNED BY A VALIDATED TESTING

LABORATORY, AND STAMPED SEALED BY A LICENSED CIVIL ENGINEER AND

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PLACING

CONCRETE. MIX DESIGNS FOR CAST-IN-PLACE CONCRETE SHALL BE PER THE

PROCEDURE SPECIFIED IN SPEC SECTION 03 30 00, PARAGRAPH 2.3.1.2

PROPORTIONING STUDIES NORMAL WEIGHT CONCRETE. CONCRETE

SPECIFICATIONS SECTION 03 30 00 TO BE USED FOR BOTH ON-SHORE AND PIER

BUILDINGS.

3. CALCIUM CHLORIDE SHALL NOT BE PERMITTED IN CONCRETE IN ANY FORM.

4. ALL CONCRETE SHALL INCLUDE MIGRATORY CORROSION INHIBITOR

ADMIXTURES.

5. CURING COMPOUND MUST BE APPLIED IMMEDIATELY FOLLOWING FINAL

FINISHING.

6. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO

CAUSE SEGREGATION OF AGGREGATES. HOPPERS, VERTICAL CHUTES, OR

TRUNKS SHALL BE USED IN SUFFICIENT NUMBERS SO THAT THE FREE

UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET AND TO ENSURE

THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES.

7. POWER WASH CONCRETE BEFORE FRESH CONCRETE IS POURED AGAINST

CONCRETE IN PLACE, THE CONTACT SURFACES OF CONCRETE IN-PLACE SHALL

BE THOROUGLY CLEANED. ALL LAITANCE SHALL BE REMOVED AND THE

CONTACT SURFACES SHALL BE THOROUGLY SLOSHED WITH GROUT CONSISTING

OF ONE PART SAND TO ONE PART CEMENT WITH MINIMUM AMOUNT OF WATER.

8. ALL KEYS SHALL BE 2" X 4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE

DRAWINGS.

9. ALL PLUMBING SLOTS AROUND SLEEVES SHALL BE FILLED WITH FIRE RATED

MATERIAL WITH AN EQUIVALENT RATING OF THE ADJACENT FLOOR

CONSTRUCTION.

10. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS

SHALL BEWELL SECURED IN POSITION PRIOR TO PLACING CONCRETE AND

INSPECTION.

12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS,

CLIPS OR GROUNDS REQUIRED TO BE CAST INTO THE CONCRETE AND FOR

EXTENT OF DEPRESSIONS, RAMPS, ETC.

13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE

PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. CORING IS

NOT PERMITTED IN FLOOR, ROOF, SLABS, COLUMNS AND WALLS UNLESS

APPROVED IN ADVANCE.

14. EXPOSED PROJECTION CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC.

SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS SHOWN OR NOTED

OTHERWISE.

15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE FINISHES SHALL

BE COMPATIBLE WITH FINISH PAINT.

16. ALL TESTING AND INSPECTION OF CONCRETE SHALL CONFORM WITH THE

REQUIREMENTS OF SPEC SECTION 03 30 00. ALL CONCRETE MATERIALS, AND

THE MIXING AND PLACEMENT OF CONCRETE SHALL CONFORM WITH THE

REQUIREMENTS OF SPEC SECTION 03 30 00.

17. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE REVIEWED BY THE

CONTRACTING OFFICER.

18. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM 1/4" AMPLITUDE, EXPOSING

AGGREGATE FIRMLY EMBEDDED IN THE CEMENT.

19. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB

THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM

REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS

OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS

ARE PROVIDED. PLACEMENT OF CONDUIT AND PIPES WITHIN WHERE DETAILED

OPENINGS ARE PROVIDED. PLACEMENT OF CONDUIT AND PIPES WITHIN SLABS

SUBJECT TO REVIEW AND ACCEPTANCE BY THE CONTRACTING OFFICER.

20. CONDUITS HAVING OUTSIDE DIAMETER LARGER THAN ONE THIRD OF THE SLAB

THICKNESS SHALL NOT BE PERMITTED. CONDUITS THAT CROSS EACH OTHER IN

SLAB SHALL NOT CONSUME AT POINT OF INTERSECTION MORE THAN ONE THIRD

OF THE SLAB THICKNESS.

CONCRETE:

STRUCTURAL STEEL & MISC METALS:

1. MATERIAL AND WORK SHALL CONFORM TO AISC "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS", LATEST EDITION.

2. ALL STRUCTURAL STEEL CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH

TYPE BOLTS CONFORMING TO ASTM A320 CLASS 2 B8M UNO.

3. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) BOLTS, UNO.

4. MINIMUM EDGE DISTANCE (DISTANCE FROM CENTER OF BOLT TO NEAREST EDGE

OF PLATE OR STRUCTURAL ELEMENT) SHALL BE 2 BOLT DIAMETERS OR 1-1/2",

WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE.

5. ANCHOR BOLTS SHALL BE CLASS 1 B8M (ASTM A320) STAINLESS STEEL TYPE 316

HEX HEAD BOLTS WITH FLAT WASHERS UNO ON DWGS. ALL EXPOSED ANCHORS

SHALL BE TYPE 316 STAINLESS STEEL.

6. ALL WELDING SHALL CONFORM TO STANDARDS OF AISC, AWS D1.1 & D1.3 USING

E70 LOW-HYDROGEN ELECTRODES AND SHALL BE PERFORMED BY WELDERS

CERTIFIED PER AWS REQUIREMENTS.

7. ALL STRUCTURAL AND MISC STEEL NOT EXPOSED TO WEATHER SHALL BE

PRIMED PER SPEC SECTION 09 97 13.27. ALL BOLTS, NUTS AND WASHERS TO BE

TYPE 316 STAINLESS STEEL. ALL MISCELLANEOUS STEEL EXPOSED TO WEATHER

SHALL BE TYPE 316 STAINLESS STEEL.

8. AUTOMATICALLY END WELD SHEAR CONNECTORS (HEADED STUDS) THROUGH

DECK TO SUPPORTING STRUCTURAL MEMBERS IN FIELD, ACCORIDNG TO

MANUFACTURER'S RECOMMENDATIONS AND AWS D1.1. REMOVE CERAMIC

FERRULES FROM CONNECTOR AND DECK BEFORE PLACING CONCRETE.

9. AUTOMATICALLY END WELD ALL DEFORMED BAR ANCHORS (DBA). USE SAME

TESTING AND INSPECTION REQUIREMENTS AS FOR SHEAR CONNECTORS.

10. ALL TESTING AND INSPECTION OF STRUCTURAL STEEL SHALL CONFORM WITH

THE REQUIREMENTS OF SPEC SECTION 05 12 00.

11. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL CONFORM TO ASTM

SPECIFICATIONS A-992 GRADE 50 KSI U.N.O. PLATES, ANGLES, CHANNELS AND

BARS SHALL BE ASTM A-36. SEE NOTE 7 FOR COATING REQUIREMENTS.

12. TUBES TO CONFORM TO ASTM A-500 GRADE B. PIPES TO CONFORM TO ASTM

A-53 TYPE E OR S GRADE B. SEE NOTE 7 FOR COATING REQUIREMENTS.

13. HIGH STRENGTH STEEL BOLTS TO CONFORM TO ASTM A320 CLASS 2 B8M,

STAINLESS STEEL TYPE 316 UNLESS OTHERWISE NOTED.

14. ALL BUTT WELDS SHALL BE FULL PENETRATION BUTT WELDS.

15. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS

PROHIBITED WITHOUT PRIOR APPROVAL.

16. THE MINIMUM PLATE THICKNESS SHALL BE 3/8" (U.N.O.) THE MINIMUM BOLT

DIAMETER SHALL BE 3/4" (U.N.O.) THE MINIMUM WELD THROAT SHALL BE 3/16"

(U.N.O.)

17. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN APPROVAL

PRIOR TO FABRICATION.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL

ERECTION PROCEDURES AND SEQUENCES.

1. REQUIRED DESIGN STRENGTH F'm = 2500 PSI; PROVIDE CONCRETE

MASONY UNITS W/ MIN. COMPRESSIVE STRENGTH OF 3750 PSI.

2. USE OPEN END UNITS, BOND BEAM UNITS AT HORIZONTAL

REINFORCING.UNITS SHALL BE PLACED IN RUNNING BOND PATTERN.

3. REINFORCING BARS IN MASONY SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A615, GRADE 60 AND EPOXY COATED PER

USAKA IDG. LAP SPLICES IN HORIZONTAL REINFORCING SHALL BE 48

DIAMETERS & 2'-0" MINIMUM TYPICAL UNLESS OTHERWISE NOTED ON

PLAN. VERTICAL REINFORCING TO BE ONE PIECE, NO SPLICE, UNLESS

OTHERWISE NOTED ON PLANS.

4. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT,

PROVIDE A MINIMUM GROUT COVER EQUAL TO 1 1/2" NOT LESS THAN

2.5db AROUND MASONRY DOWELS.

5. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.

HIGH LIFT GROUTED CONSTRUCTION MUST BE USED IN

CONFORMANCE WITH THE ACI 530-08.

6. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH

GROUT U.N.O.

7. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS SHALL BE SET TO

ALIGN WITH CORES CONTAINING REINFORCING STEEL.

8. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED

SOLIDLY IN PLACE WITH NOT LESS THAN 1" OF GROUT SUROUNDING

THE BOLT & SHALL BE SET W/ TEMPLATES.

9. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHTS

OF UNIT, LAYING PATTERN AND JOINT TYP.

10. PROVIDE SHORING AND BRACING AS REQUIRED FOR MASONRY WALL

CONSTRUCTION WORK.

11. TESTING OF CMU MUST CONFORM TO ASTM C140-02a & ASTM C426-99.

12. MORTAR SHALL BE TYPE 'S' PER ACI 530-08.

13. COMPRESSIVE STRENGTH OF MORTAR SHALL BE 2500 PSI AND GROUT

SHALL BE 2500 PSI.

REINFORCED CONCRETE MASONRY UNIT (CMU):

STEEL DECK:

1. STEEL DECKING SHALL REST TIGHTLY UPON THE TOP FLANGE OF THE

SUPPORTING MEMBERS.

2. STEEL DECK MATERIAL AND INSTALLATION SHALL MEET THE REQUIREMENTS OF

THE STEEL DECK INSTITUTE'S DESIGN MANUAL.

3. ALL DECKING MATERIAL AND THE FLANGES OF SUPPORTING MEMBERS SHALL

BE FREE OF DIRT, SAND, AND OTHER FOREIGN MATERIALS.

4. WATER ON THE DECK OR BETWEEN THE DECK AND SUPPORTING MEMBERS

SHALL BE REMOVED BEFORE WELDING.

5. ALL STEEL DECK SHALL BE CONTINUOUS OVER 3 OR MORE SPANS UNLESS

NOTED OTHERWISE SHORE DECK FOR WET CONCRETE WEIGHT AS REQUIRED

BY THE DECK MANUFACTURER.

6. DECK MANUFACTURER TO IDENTIFY SHORING REQUIREMENTS. PROVIDE

SHORING DETAILS ON SHOP DRAWINGS.

7. MATERIAL FOR STEEL DECK SHALL HAVE A MIN. YIELD STRENGTH OF 33,000 PSI

AND CONFORM TO ASTM A653 SQ, GRADE 33 WITH G90 COATING.

8. THE STEEL DECK SUPPLIER SHALL INCLUDE BUT MAY NOT BE LIMITED TO THE

FOLLOWING:

A. SUPPORTS FOR DECK AROUND DISCONTINUITIES.

9. INSTALL DECK BY WELDING PER TYPICAL DETAIL.

10. DECK WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN

ACCORDANCE WITH AWS D1.3 WITH CONTINUOUS INSPECTION.

11. NO LOADS SHALL BE HUNG FROM DECK WITHOUT APPROVAL.

12. STEEL DECK SHALL HAVE A 2.5" MINIMUM BEARING ON SUPPORT STEEL.

13. DECK SHALL BE LAID OUT SO THAT A RIB FALLS ON EACH PARALLEL SUPPORT.

14. END LAPS OF STEEL DECK SHALL BE A MINIMUM OF 4" AND SHALL OCCUR OVER

SUPPORTS.

15. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.

1. WELD LENGTHS SHOWN ARE EFFECTIVE LENGTH PER CODE. WHERE LENGTHS

ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF JOINT.

2. ALL WELDING REQUIREMENTS SHOWN OR INDICATED ON THE DRAWINGS MAY BE

FIELD OR SHOP WELDED AS REQUIRED FOR EFFICIENT ERECTION, SUBJECT TO

THE CONTRACTING OFFICER'S APPROVAL.

3. ALL WELDING, OF STRUCTURAL STEEL, SHALL BE PER LATEST EDITION OF AWS

D1.1.

4. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING AND SHALL BE

PERFORMED BY THE CONTRACTOR QUALITY CONTROL PROGRAM.

5. ALL WELDERS SHALL BE CERTIFIED PER AWS REQUIREMENTS. SUBMIT WELDER

CERTIFICATIONS USE BY WELDING INSPECTOR.

WELDING (STRUCTURAL STEEL):

3" MAX1 1/2" TYP

10" AND SMALLER

12" TO 14"

16"

18" TO 21"

DEPTH OF BEAM

3/8"2 5/16"

3/8"

3/8"

3/8"

5/16"

5/16"

5/16"

BEAM CONN BOLTING SCHEDULE

CONN PL, t MIN No OF

7/8" DIA BOLTS WELD SIZE "A"

PLATE, t

SEE NOTE 1

SEE SCHED

1. PROVIDE FULL HEIGHT CONN PLATE WHEN BEAM OCCURS ON

ONE SIDE ONLY AND AT MOMENT FRAME BEAMS

2. ALL BOLTS SHALL BE 7/8" DIA ASTM A320, CLASS 2 B8M, STAINLESS STEEL TYPE 316, UNO.

3. USE STANDARD HOLES. (SHORT SLOTTED HOLES ARE PERMITTED)

4. FILLET WELDS SHALL BE SIZED AS SHOWN IN SCHEDULE

UNLESS A GREATER SIZE IS REQUIRED BY AISC.

TYP

FOR BM SIZE

SEE PLAN

NOTES:

1 1/2" TYP

BOLTS SEE SCHED

FOR SIZE & NUMBER OF

GIRDER BM, SEE PLAN

"A"

"A" FOR BM SIZE

SEE PLAN

STD GA

"A"

"A"

TYP SEE SCHED

TYP

THIS IS CONSIDERED

TO BE A SINGLE OPNG

NOTES:

ANGLES SHALL BE PLACED UNDER DECK.

IF DIMENSION "A" IS GREATER THAN 4D , 4D , OR 32", WHICHEVER IS

LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "B".

IF DIMENSION "B" IS GREATER THAN 4D , 4D , OR 32", WHICHEVER IS

LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "A".

IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D , 4D , OR 32", WHICHEVER

IS LARGER, THE OPENING GROUP WILL BE CONSIDERED AS A SINGLE HOLE,

AND MUST BE REINFORCED AS REQUIRED FOR THE LARGER OPENING.

3.

2.

1.

O P

N G

D E

C K

U

N

IT

S

(T

Y P

IC

A

L

F

L U

T E

S

L3x3 x 1/4 UNDER

DECK ALL SIDES

LARGER HOLES, RECTANGULAR OR SQUARE

3 ADJACENT WEBS FOR 6" AND 8" MODULE DECK,

1 2

1 2

2 ADJACENT WEBS FOR 12" MODULE DECK

1 2

L1 3/4 x1 3/4 x 1/4 - TYP (ANGLES MUST

DECKING

HOLES CUTTING NO MORE THAN:

BEAM BELOW (TYP) EXTEND 3 WEBS PAST THE OPENING)

O P

N G

D

WEBS OF STEEL

"B

< 20"D1 D2 < 20"

OPNG

F

L U

T E

S D

ADJACENT TO

EACH CUT WEB

TYP AT

EACH LOW

FLUTE

D

"A"

1/8 1/8 1/2

1/2

5/8"Ø D1

(TYP)

TYP

L3x3 TO L3x3 3/16

3/16

FOR LOCATIONS AND SIZE OF OPENINGS, SEE ARCHITECTURAL AND

MECHANICAL DRAWINGS.

4.

3'-0"

SHEET WIDTH

6"

/2

SPLICE AT SPAN

DIRECTION CHANGE

SECTION PROPERTIES

(FOR WIDTHS SHOWN)

PERPENDICULAR TO SUPPORTS

PARALLEL TO SUPPORT

END

WELD

W BM

W BM

1 1/2" x 18 GA

INTERIOR BEAMSEDGE BEAMS

-S

+S

0.305 INI

0.331 IN

0.318 IN

W BM

BUTT ENDS

@ DECK SPLICE

CONNECTIONS

W BM

TRANSVERSE

FASTENERS

BUTTON PUNCH

METHOD OF CONNECTIONS

BEAM

BEAM

FASTENERS AT ALL

SUPPORTS PARALLEL

TO DECK SPAN UNO

TRANSVERSE FASTENERS

PLB

ROOF DECK

1 1/2" TYPE B - (ROOF DECKS)

(5) 5/8" DIA WELDS PATTERN @ SUPPORTS

AT TRANSVERSE MEMBERS.

SIDELAPS CONNECTED WITH PUNCHLOK®

TOOL @ 12" OC

5/8" DIA WELDS, PATTERNS AT PARALLEL

SUPPORTS @ 12" OC

1.

2.

3.

SECTION A-A

11"

1/2" PL

EQ EQ

1 1/2" 8" 1 1/2"

/2

S H

E A

R P

L

/2

Wx BM

PER PLAN/ELEV

SHEAR PLATE

PER DETAIL

CMU WALL ABOVE

WHERE OCCURS

CMU WALL

PER PLAN

(4)-3/4"Ø STUDS x 6" LONG

ADD (2) #5 CONT

VERT AT EMBED

PLATE, TYP

/A2 S-514

R E G

IS

T E R E

D

PR

OFESS IONAL

E N G

IN

E E R

S T A

T E

O F CA L I F

OR

N I A

C T U R A

L

URT

S

OF

D E

S

IG

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

S B

T O

W E

R B

IS

H

O P

S T

R E

E T

S

U

IT

E

H O

N O

L U

L U

H

A W

A

II

/1 /2

F

Y

M

C A

P N

E C

H O

P

IE

R R

E S

T O

R A

T

IO

N U

S A

R M

Y K

W A

J A

L E

IN

A

T O

L L

U S

A K

A

A

B

C

D

2 3 4 5

P L

O T

S C

A L E

S U

B M

IT

T

E D

B Y

D R

A W

N B

Y

S

IZ

E

A N

S I D

P L

O T

D A

T E

C H

E C

K E

D B

Y

D A

T E

D R

A W

IN

G

N U

M B

E R

L O

C A

T

IO

N C

O D

E

S O

L

IC

IT

C

O N

T R

A C

T N

O

R E

V

IS

IO

N

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

H O

N O

L U

L U

D

IS

T R

IC

T

F T

S H

A F

T E

R H

A W

A

II

SHEET

IDENTIFICATION

SHEET

/0

/1

W

A -0

-D

-0

-0

R T

A S

U B

M

IT

T A

L

MOHAMED S.

ALAM

No. S 3648

Exp. 03-31-16

O N

-S H

O R

E

P

IE

R B

U

IL

D

IN

G

K W

A J -E

C H

O -P

IE

R

O

S

S

C E

N T

R A

L

A

M -0

/1

3/

A

F A s in di ca te d

A

M -0

/2

6/

S-514

T Y

P

IC

A L D

E T

A

IL

S S

T E

E L

D E

C K

K

N G

U Y

E N

M

R A

M

IR

E Z

S

A

LA

M

1-

-0

S

A

LA

M

A F

SCALE: N.T.S.S-514

A2

TYP BEAM CONNECTION

WITH SHEAR PLATE

SCALE: N.T.S.S-514

A5 REINFORCEMENT AT SMALL OPENINGS IN DECK

SCALE: N.T.S.S-514

C3 METAL DECK CONNECTION DETAIL

SCALE: N.T.S.S-514 REF: S-112

C4 BEAM EMBEDS

ON-SHORE BUILDING

MARINE ROAD

D

C

A

B

CONCRETE PAVING, SEE

CIVIL PLANS FOR

DIMENSIONS AND DETAILS

NEW FENCE

NEW FENCE SLIDING GATE

NEW FENCE

SEE SHEET CS-104 FOR

ADDITIONAL SITE

INFORMATION

GROUND-

MOUNTED

HVAC UNIT

SPLASH

BLOCK,

TYPICAL

5'

0"

6' - 8" 13' - 4"

5' - 10"

10' - 10" 13' - 4" 13' - 4"

2'

5'

0"

51' - 4" 12' - 0"

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

T S

C A

LE

S U

BM

IT

TE

D

B Y

D R

A W

N B

Y

S

IZ

E:

A

N S

I D

P

LO

T D

A

TE

C H

EC

KE

D B

Y

D

AT

E:

D R

A W

IN

G

N U

M

BE

R

LO

C

AT

IO

N C

O D

E

S O

LI

C

IT

./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

TE

A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

BU

IL

D

IN

G

K W

AJ

-E

C H

O -P

IE

R

_O S

_A

_C

EN

TR

A

L

/1

6"

'-0

AM

-0

/2 1/

A-101

S

IT

E P

LA

N

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

RL

S

0 4' 8' 16' 32' 48'

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

A-101 REF: A-201 SCALE: 1/16" = 1'-0"

1 SITE PLAN

N

A-201

A-201

A-201

A-201

A-301

30"x60"x96"

HAZMAT

LOCKER (2)

(N.I.C.)

8 INCH CONCRETE

MASONRY UNIT, TYP.

3-TIER PALLET RACK

SYSTEM AT WALL - SEE

DETAIL 8/A501

A-301

A-301

A-301

51' - 4"

D102B

D1

A

D103A

SHOP

AREA/

PARTS

CLEANING

A102

UNISEX

A103

UTILITY

VAULT

A104

12' - 0"

D1

A

9'-0" DIAMETER

FOR FORKLIFT

D

C

A-402

WAREHOUSE

A101

A-601

D102A

D105A

A

B

8'

8"

2'

0"

10" 3' - 4" 9' - 0" 3' - 4"

8" 3' - 4" 9' - 0" 3' - 4"

8" 3' - 4" 9' - 0" 3' - 4"

10"

22' - 0" R.O.

3' - 4" 26' - 0" 8"

R.O.

3' - 4" 8' - 0"

22' - 0" R.O.

3' - 4" 4' - 0"

R.O.

16' - 0" 6' - 0"

D1

C

D101B

FIRE PUMP

ROOM

A105

"4'

0"

R .O

3'

4"

1'

4"

R

.O

6'

8" 4'

8"

12"X24"X3" HIGH

CONCRETE SPLASH

BLOCK, TYP.

2' - 0"

R.O.

7' - 4"

2' - 8"

3'

4" R

.O

3'

4"

GROUND-MOUNTED

HVAC SPLIT SYSTEM

- SEE SHEET M-111

A-501

A-501

A-601

12"x24"x3" CONCRETE

SPLASH BLOCK

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

T S

C A

LE

S U

BM

IT

TE

D

B Y

D R

A W

N B

Y

S

IZ

E:

A

N S

I D

P

LO

T D

A

TE

C H

EC

KE

D B

Y

D

AT

E:

D R

A W

IN

G

N U

M

BE

R

LO

C

AT

IO

N C

O D

E

S O

LI

C

IT

./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

TE

A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

BU

IL

D

IN

G

/8

'-0

A-111

FL

O

O R

P

LA

N

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

0 8' 16' 24'2' 4'

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

A-111 REF: A-201 SCALE: 1/8" = 1'-0"

1 LEVEL 1 FLOOR PLAN

GENERAL SHEET NOTES

1. FOR ACCESSIBILITY RAMP INFORMATION, SEE SHEET A-101.

2. FOR ADDITIONAL BOLLARD LOCATIONS, SEE CIVIL

DRAWINGS.

N

A M

-0

A M

-0

/1

3/

R

LS

/2

1/

R

LS

K W

AJ

-E

C H

O -P

IE

R

_A -1

X

X X

.D W

G

1-

-0

A-202

A-202

A-202

A-202

B

3583 SF

WAREHOUSE

A101

100 SF

OFFICE

A102

A-401

A-302

30"x72"x96" HAZMAT

LOCKER (2) (N.I.C.)

8" CONCRETE

MASONRY UNIT, TYP.

3-TIER PALLET RACKING

SYSTEM

A-302

A-302

59 SF

UNISEX

A103

551 SF

UTILITY VAULT

A104

1D 16

132' - 8"

4'

0"

A

8'

0"

1B

103A 3'

4" 2'

0"

101C

2'

0" 3'

4"

1A

3' - 4"3' - 4"

81' - 4"

4A

2'

0"

2' - 0"

4B

A-601

2A

"9' - 0

" ø

3' - 4"

2'

8" 4'

0"

4'

0"

W W

40' - 0" 11' - 4"

6' - 8" 2' - 0"

2'

8"

3'

4"

8"8" 3'

4"

9'

0" 3'

4"

8" 3'

4"

9'

0" 3'

4"

8" 8"

STAINLESS STEEL

DOWNSPOUT

A-501

A-601

L I C

ENSED A RCH I TEC

T

S

TA

T E

O F CA L I FOR

N I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

T S

C A

LE

S U

BM

IT

TE

D

B Y

D R

A W

N B

Y

S

IZ

E:

A

N S

I D

P

LO

T D

A

TE

C H

EC

KE

D B

Y

D

AT

E:

D R

A W

IN

G

N U

M

BE

R

LO

C

AT

IO

N C

O D

E

S O

LI

C

IT

./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

TE

A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

P

IE

R B

U

IL

D

IN

G

/8

'-0

A-113

FL

O

O R

P

LA

N

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

0 8' 16' 24'2' 4'

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

A-113 REF: A-202 SCALE: 1/8" = 1'-0"

1 LEVEL 1 FLOOR PLAN

N

GENERAL SHEET NOTES

1. FOR ADDITIONAL BOLLARD LOCATIONS, SEE CIVIL

DRAWINGS.

A M

-0

A M

-0

/2 1/

R

LS

/1

3/

R

LS

K W

AJ

-E

C H

O -P

IE

R

_A -1

X

X X

.D W

G

1-

-0

LEVEL 1

0' - 0"

T.O. M.

12' - 8"

T.O.M.

24' - 0"

GUTTER AND

DOWNSPOUT

RF-1 - ALUMINUM STANDING SEAM ROOFING OVER

EXTERIOR SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

W/ SEALER

STRUCTURAL BEAM

2 3/4" THICK TRANSLUCENT INSULATED

FIBERGLASS SANDWICH PANEL SYSTEM

(TRANS-1)

FOUNDATION PER

STRUCTURAL

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

CONCRETE

MASONRY WALL

RF-1 - ALUMINUM STANDING SEAM ROOFING OVER

EXTERIOR SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

W/ SEALER

T.O.M. (WEST)

19' - 4"

A-502

A-502

A-502

WAREHOUSE

A101

SHOP

AREA/

PARTS

CLEANING

A102

BACK-TO-BACK 3-TIER

PALLET RACKING

SYSTEM, SEE 6/A501

LIGHT FIXTURE, TYP. SEE

ELECTRICAL LIGHTING PLANS

LIGHT FIXTURE, TYP. SEE

ELECTRICAL LIGHTING PLANS

A-502

A-502

1 1/8"

1"

1'-0"

1'-0"

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

RF-1 - ALUMINUM STANDING

SEAM ROOFING OVER

EXTERIOR SHEATHING W/

SELF-ADHERING

UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING

SYSTEM)

CONCRETE

MASONRY WALL

FOUNDATION

PER

STRUCTURAL

CONCRETE

SLAB

C

A-503

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

T.O.M.

24' - 0"

ROOF FRAMING

ALUMINUM FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE MASONRY WALL

3-TIER PALLETE RACK

CONCRETE SLAB

A-502

A-503

A-502

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

T.O. M.

12' - 8"

T.O.M.

24' - 0"

ALUMINUM FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR

SHEATHING W/ SELF-ADHERING

UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE

MASONRY WALL

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

A-502

A-502

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

EDGE

FLASHING

RF-1 - ALUMINUM STANDING SEAM

ROOFING OVER EXTERIOR SHEATHING

W/ SELF-ADHERING UNDERLAYMENT

OVER METAL DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE SLAB

FINISH

GRADE

CONCRETE

MASONRY

WALL

CONCRETE SLAB

W/ SEALER

A-502

A

TOP OF RACK

10' - 0"

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

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D

2 3 4 5

P

LO

T S

C A

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S U

BM

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D

B Y

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A W

N B

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S

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E:

A

N S

I D

P

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T D

A

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C H

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D B

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D

AT

E:

D R

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IN

G

N U

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BE

R

LO

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N C

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S O

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C

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./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

TE

A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

BU

IL

D

IN

G

/4

'-0

A-301

B U

IL

D

IN

G

W

AL

L

SE

C

TI

O

N S

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

0 8' 16' 24'2' 4'

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

A-301 REF: A-111 SCALE: 1/4" = 1'-0"

6 BUILDING SECTION

SCALE: 1/4" = 1'-0"A-301 REF: A-115

15 WALL SECTION 2

SCALE: 1/4" = 1'-0"A-301 REF: A-111

17 WALL SECTION 3

SCALE: 1/4" = 1'-0"A-301 REF: A-111

16 WALL SECTION 4

SCALE: 1/4" = 1'-0"A-301 REF: A-111

19 WALL SECTION 1

A M

-0

A M

-0

/1

3/

R

LS

/2

1/

R

LS

K W

AJ

-E

C H

O -P

IE

R

_A -3

X

X X

.D W

G

1-

-0

LEVEL 1

ALUMINUM

FLASHING

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

COILING

OVERHEAD DOOR

FOUNDATION PER

STRUCTURAL

FOUNDATION

SLOPED AT

EXTERIOR, SEE

STRUCT.

CONCRETE SLAB

T.O.M.

22' - 8"

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

B

8 INCH CONCRETE

MASONRY UNIT

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

W/ SEALERFINISH GRADE

3-TIER

PALLETE

RACK

2 3/4" THICK TRANSLUCENT

INSULATED FIBERGLASS

SANDWICH PANEL SYSTEM

(TRANS-1)

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

FOUNDATION PER

STRUCTURAL

FINISH

GRADE

1 5/32" 1'-0"

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

WAREHOUSE

A101

A

T.O.M.

22' - 8"

8"

LIGHT FIXTURE, TYP.

SEE ELECTRICAL

LIGHTING PLANS

LEVEL 1

0' - 0"

T.O. M.

19' - 4"

RF-1 - ALUMINUM STANDING SEAM ROOFING

OVER EXTERIOR SHEATHING W/ SELF-

ADHERING UNDERLAYMENT OVER METAL

DECK

(HYDROSTATIC ROOFING SYSTEM)

CONCRETE MASONRY

UNIT (8" THICK)

FOUNDATION PER

STRUCTURAL

CONCRETE SLAB

W/ SEALER

SLOPE AT

EXTERIOR, SEE

STRUCT.

STAINLESS STEEL

GUTTER AND

DOWNSPOUT

CONCRETE

MASONRY UNIT

FOUNDATION PER

STRUCTURAL

FINISH

GRADE

ACT CEILING

OFFICE

A102

WAREHOUSE

A101

1 5/32" 1'-0"

UNISEX

A103

L I C

ENSED A RCH I TEC

T

S

TA

T E

O F CA L I FOR

N I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

B

C

D

2 3 4 5

P

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T S

C A

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S U

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D

B Y

D R

A W

N B

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S

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E:

A

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I D

P

LO

T D

A

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C H

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D B

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D

AT

E:

D R

A W

IN

G

N U

M

BE

R

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C

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IO

N C

O D

E

S O

LI

C

IT

./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

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A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

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R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

P

IE

R B

U

IL

D

IN

G

/4

'-0

A-302

B U

IL

D

IN

G

W

AL

L

SE

C

TI

O

N S

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

1900 8' 16' 24'2' 4'

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

SCALE: 1/4" = 1'-0"A-302 REF: A-113

3 WALL SECTION

A-302 REF: A-113 SCALE: 1/4" = 1'-0"

1 BUILDING SECTION

A-302 REF: A-113 SCALE: 1/4" = 1'-0"

2 BUILDING SECTION

A M

-0

A M

-0

/1

3/

R

LS

/2

1/

R

LS

K W

AJ

-E

C H

O -P

IE

R

_A -3

X

X X

.D W

G

1-

-0

45°

45° 45°

45°

SPLICE

12 GA. VERTICAL HANGER WIRE AT 4'-0" X 4'-

0" O.C. WITH 3 TIGHT TURNS IN 1-1/2" BOTH

ENDS. COMPRESSION STRUT SHALL NOT

REPLACE HANGER WIRE, SEE DETAIL 4/ A501.

W/MIN. 4 TIGHT TURNS IN 1-1/2" BOTH

ENDS OF WIRE (TYP) 12 GA. 45° SPLAY

WIRE BRACING IN PLANE OF MAIN

RUNNER. ALL WIRES ATTACHED TO MAIN

RUNNER. 4 DIRECTIONS @ 96 SF. OF

CEILING WITH MAX SPACING OF 8'X12'

O.C.

MAIN RUNNER AT 4'-

0"O/C

2" (MAX) FROM

BRACING WIRES

TO

COMPRESSION

AT 2'-0"O/C

CROSS RUNNER

SUSP. ACOUSTIC PNL CLGA

T-BAR SYSTEM MAIN

RUNNERS @ 4'-0" O.C.

ACOUSTICAL

PANEL SYSTEM

WALL ANGLE CONT. POP

RIVET TO MAIN RUNNERS

FACE OF WALL

8" MAX.

9 17/ 32"

1"3/4"

1 5/8"

7/8" MIN.

WIRE HANGERS @ 4' O.C

MAX SUPPORT FROM STEEL

BEAMS OR SUPPLEMENTAL

STEEL

2-#8x1/2" SELF TAPPING SCREWS

STEEL STRAP 3" WIDE x 4" LONG x

12 GA

BRACING WIRE

MTL DECK PER

STRUCTURAL

A-501

A-5016

P

AL

LE

T

D

EP

TH

" N O

M

IN

AL

NO LOAD OVERHANG

PERMITTED IN AISLE

PALLETS

P

AL

LE

T

D

EP

TH

" N O

M

IN

AL

3" M

AX

IM

U

M O

VE

R

H

AN

G

LO

C

AT

E D

IN

F

LU

E

O N

R

AN

D O

M B

AS

IS

PALLET BEAM40" FORK

ENTRY BAR

8"

1 4

2LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

V G

. H E

IG

H

T

.8

48" NOMINAL 52" MAXIMUM

N O

M

IN

AL

108" LOAD BEAM

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

VG

. H

EI

G

H T

.8

" N

O M

IN

AL

FLUE SPACE

8"

18"

CLEAR

TOP OF LOAD

11' - 5"12' - 0"

TOP OF RACK

10' - 0"

LEVEL 1

0' - 0"

M

AX

. H E

IG

H

T

A

VG

. H

EI

G

H T

.8

" N

O M

IN

AL

8" MINIMUM

STEEL BRACING

18" CLEAR

TOP OF RACK

10' - 0"

PALLET MATERIAL LEGEND

UPRIGHTS

PALLET BEAM

PALLET

FORK ENTRY BAR

CROSS BRACE

6 BACK TIE

7 WALL TIE

8 WALL

NOTE: PALLET RACK SYSTEM

L I C

ENSED A RCH I T EC

T

S

TA

T E

O F CA L I FORN

I A

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

A

SB

T

O W

E R

B

IS

H O

P

ST

R E

E T, S U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A P

N

E

C H

O P

IE

R

R

ES

TO

R

AT

IO

N U

S A

R M

Y

KW

AJ

AL

EI

N

A

TO

LL

(U

SA

KA

A

B

C

D

2 3 4 5

P

LO

T S

C A

LE

S U

BM

IT

TE

D

B Y

D R

A W

N B

Y

S

IZ

E:

A

N S

I D

P

LO

T D

A

TE

C H

EC

KE

D B

Y

D

AT

E:

D R

A W

IN

G

N U

M

BE

R

LO

C

AT

IO

N C

O D

E

S O

LI

C

IT

./C

O N

TR

A

C T

N O

R E

V

IS

IO

N

FI

LE

N A

M E

M

A R

K D

E

SC

R

IP

TI

O

N D

A

TE

A

PP

R

M A

R K

D E

SC

R

IP

TI

O N

D A

TE

A

PP

R

U .S

. A R

M Y

C O

R

PS

O F

E N

G

IN

E

ER

S H

O N

O

LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3-

R

TA

S U

BM

IT

TA

L

RICHARD

LEE

SCHLUTZ

No. C10938

Exp. 01-31-17

O N

-S H

O R

E

PI

ER

B U

IL

D

IN

G

As in di ca te d

A-501

P

AL

LE

T

R

AC

K

AN

D C

EI

LI

N G

D

ET

A

IL

S

D.

W

IN

ST

EA

D

E.

B

US

TA

M

AN

TE

R.

P

RA

DH

AN

R.

S

CH

LU

TZ

A-501 REF: A-402 SCALE: 1 1/2" = 1'-0"

9 TYP. SEISMIC CEILING

SCALE: 3" = 1'-0"A-501 REF: A-402

TYP. SUSPENDED

ACOUSTICAL CEILING DETAIL

SCALE: 6" = 1'-0"A-501

TYP. WIRE CONN @ STL ROOF

DECK

0 2' 4' 6'1'

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

0 1' 2'

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

SCALE: 1/2" = 1'-0"A-501 REF: A-111

18 ENLARGED PALLET PLAN

SCALE: 1/2" = 1'-0"A-501 REF: A-115

ENLARGED PALLET

ELEVATION

SCALE: 1/2" = 1'-0"A-501 REF: A-115

SIDE ELEVATION BACK TO

BACK

SCALE: 1/2" = 1'-0"A-501 REF: A-111

8 SIDE ELEVATION AT WALL

A M

-0

A M

-0

/2 1/

R

LS

/1

3/

R

LS

1-

-0

K W

A J-

E C

H O

-P

IE

R _A

-5

X X

X .D

W G

SPRINKLER RISER & FCVA

DETAIL - PIER BUILDING4

WATER SERVICE THRU FLOOR / WET PIPE RISER -

PIER BUILDING - CATHODIC PROTECTION DETAIL

WATER SERVICE THRU FLOOR / WET PIPE RISER -

ON SHORE BUILDING - CATHODIC PROTECTION DETAIL 1

SPRINKLER RISER & FCVA DETAIL

- ON SHORE BUILDING

INSPECTORS TEST AND DRAIN

DETAIL

WATER SERVICE THRU FLOOR / WET PIPE RISER -

ON SHORE BUILDING - CATHODIC PROTECTION PLAN

WATER SERVICE THRU FLOOR / WET PIPE RISER -

PIER BUILDING - CATHODIC PROTECTION PLAN

NONEFX501NONEFX501

NONEFX501 NONEFX501

NONEFX501

NONEFX501

NONEFX501

GRADE

GALV

1'-1"

TO SYSTEM

FINISH FLOOR

0'-6" ABOVE FINISH FLOOR

6'- 4"

AND SPRINKLER SYSTEM

TO PIER HYDRANT LOOP

VALVE

CONTROL

FLOOR

TEST AND

GAUGE

SUPERVISORY SWITCH

PRESSURE

TO SPRINKLERS

FLOW SWITCH

DRAIN

TO FIRE PUMP

VALVE

CONTROL

FLOOR

TEST AND

GAUGE

SUPERVISORY SWITCH

PRESSURE

TO SPRINKLERS

FLOW SWITCH

DRAIN

FIRE PUMP

TO ON SHORE BUILDING

DUCTILE IRON FLANGE

AND SPIGOT PIECE

JOINT RESTRAINT

SYSTEM RISER

1'-0"

MECHANICAL JOINT WALL

SLEEVE ISOLATED FROM

REINFORCING IN FLOOR

INSULATED FLANGE

EXTERIOR SLAB

4-WAY RISER BRACE

SEE DETAIL 2 SHEET FX502

AT GRADE TEST STATION.

REFER TO SHEET CU509 FOR

TEST STATION DETAILS

REFER TO

PROFILE: FL-B

ON SHEET

CU206 FOR PIPE

ELEVATION

17" MIN.

FOUNDATION WALL

GRADE BEAM

24" MAX.

FINISHED GRADE

FIRE MAIN, SEE

CIVIL PLAN

FOR CONT

FLEXIBLE

COUPLINGS,

TYP

COMPACTED EARTH

CONCRETE THRUST BLOCK

BY GENERAL CONTRACTOR

RODDING

BY GENERAL CONTRACTOR

FINISHED FLOOR

SEE DETAIL #5 ON SHEET CU502

8" TO FIRE PUMPMECHANICAL JOINT WALL

SLEEVE ISOLATED FROM

REINFORCING IN FLOOR

PRE-PACKAGED ZINC ANODES

INSTALLED HORIZONTALLY AT

BOTTOM OF PIPE TRENCH. NOTE 1

COAT PIPE WITH BITUMASTIC

PRIOR TO CONCRETE PLACEMENT

COAT TIE RODS AND FITTING WITH

BITUMASTIC OR WITH PETROLATUM

WAX TAPE COATING SYSTEM

INSULATING

COUPLING

CABLES EXOTHERMICALLY WELDED TO PIPE

REFER TO

PROFILE: FL-D

ON SHEET

CU207 FOR PIPE

ELEVATION

AT GRADE TEST STATION SHALL BE

INSTALLED 12" BEYOND END OF

SLOPE, REFER TO SHEET CG107 FOR

GRADE ELEVATIONS

8" SLOPE

A2

A1

A4

A3

7 6

35 4

SILVER/SILVER CHLORIDE REFERENCE ELECTRODE

INSTALLED AT BOTTOM OF PIPE TRENCH1. FOR 4" AND 6" PIPE INSTALL 2-12 LB ANODES.

FOR 8" PIPE INSTALL 3-12 LB ANODES.

FOR 12" PIPE INSTALL 4-12 LB ANODES.

2. SEE DETAIL 6 FOR PLAN VIEW OF SERVICE ENTRANCE

7 6

35 4

SILVER/SILVER CHLORIDE REFERENCE ELECTRODE

INSTALLED AT BOTTOM OF PIPE TRENCH

PRE-PACKAGED ZINC ANODES

INSTALLED HORIZONTALLY AT

BOTTOM OF PIPE TRENCH. NOTE 1

A4

A3

A2

A1

CABLES EXOTHERMICALLY

WELDED TO PIPE

METALLIC PIPENON-METALLIC PIPE

TRANSITION TO

NON-METALLIC PIPE

EXTERIOR WALL

1" GALV 45

SPLASH BLOCK

AT GRADE TEST STATION.

REFER TO SHEET CU509 FOR

TEST STATION DETAILS

NOTES:

1. FOR 4" AND 6" PIPE INSTALL 2-12 LB ANODES.

FOR 8" PIPE INSTALL 3-12 LB ANODES.

FOR 12" PIPE INSTALL 4-12 LB ANODES.

2. SEE DETAIL 7 FOR PLAN VIEW OF SERVICE ENTRANCE

NOTES:

SCALE:SCALE:

SCALE: SCALE:

SCALE:

A1

A2

A3

A4

5 FT. MIN.

1 FT. MIN.

1 PIPE DIA.

MIN.

1 IN. – 6 IN.

BUILDING WALL

BUILDING FOUNDATION SLAB

A1

A2

A3

A4

5 FT. MIN.

1 FT. MIN.

1 PIPE DIA.

MIN.

1 IN. – 6 IN.

BUILDING WALL

BUILDING GRADE BEAM

SCALE:

SCALE:

OF

D E

SI

G

N E

D B

Y

US Army Corps of Engineers Honolulu District

A E

C O

M B

IS

H

O P

S Q

U A

R E

- A

SB

T O

W E

R

B

IS

H

O P

S

TR

E E

T, S

U

IT

E

H O

N O

LU

LU

, H A

W A

II

/0

9/

FY

M C

A

PN

E C

H O

P

IE

R R

ES

TO

R

AT

IO

N

U S

A R

M Y

K W

AJ

A

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IN

A

TO

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A

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D

2 3 4 5

P

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C A

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D

B Y

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A W

N B

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S

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E:

A

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I D

P

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A

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C H

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D B

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D

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E:

D R

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N U

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S O

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A

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A

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R

U .S

. A R

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IN

E

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S H

O N

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LU

LU

D

IS

TR

IC

T

FT

S

H A

FT

E

R , H

AW

AI

I

SHEET

IDENTIFICATION

SHEET

/0

9/

W

A-

-D

-0

3 -

R

TA

S U

B M

IT

TA

L

SHANE

HATMAKER

No. FP 1591

Exp. 06-30-16

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GENERAL NOTES DUCTWORK LEGEND

RETURN REGISTER

TRANSITION: RECTANGULAR

MOTORIZED DAMPER

EXHAUST REGISTER

FLEXIBLE ROUND DUCT

SUPPLY AIR OR OUTSIDE AIR

DETERMINED TYPE: 4-WAY, 3-WAY, 2-WAY)

EXHAUST AIR DUCT IN SECTION

RETURN AIR DUCT IN SECTION

ROUND SUPPLY DIFFUSER

DUCT IN SECTION

SQUARE CEILING DIFFUSER/SUPPLY

REGISTER (NUMBER OF ARROWS SHOWN

FSD FSD

W/ CONCEALED REGULATOR

MANUAL VOLUME DAMPER

WITH DUCT DETECTOR AND

FIRE SMOKE DAMPER

MANUAL VOLUME DAMPER

SINGLE LINEDOUBLE LINE

20x12 20x12

SYMBOL DESCRIPTION

DUCTWORK(FIRST FIGURE

IS SIZE OF SIDE IN VIEW)

W/ HINGED ACCESS PANEL

FIRE DAMPER

FD

FD

* LINING IS NOT SHOWN AS SYMBOL, WHERE IT IS SPECIFICALLY CALLED OUT

SHOWN IS NET CLEAR INSIDE)

LINED DUCTWORK(DIMENSION

AS LINED DUCT OR REFERRED TO DETAIL INDICATING DUCT LINING

20x12(L)* 20x12*

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

DRAIND

BRANCH CONNECTION UP

BRANCH CONNECTION

BRANCH CONNECTION DOWN

POD POINT OF DISCONNECTION

HWP HEATING HOT WATER PUMP

EF EXHAUST FAN

ESP EXTERNAL STATIC PRESSURE

DDC DIRECT DIGITAL CONTROL

CT COOLING TOWER

CPF CHEMICAL POT FEEDER

CH

CHP

CHILLER

CHILLED WATER PUMP

BEL BELOW

COOLING TOWER FILTERCTF

AS AIR SEPARATOR

SHUT OFF VALVESOV

SUPPLY AIR

SHEET

SECTION

SQUARE

SA

SCBA

SCHR

SQ

SP

SHT

SPECS

SECT

SCHS

SWITCH

STANDARD

STRUCTURAL

TEMPERATURE

TYPICAL

STD

SW

STRUCT

TEFC

TEMP

TOS

TYP

SS

FAN COOLED

SPECIFICATIONS

STAINLESS STEEL (TYPE 316)

STATIC PRESSURE

SELF CONTAINED

TOP OF STEEL

SECONDARY CHILLED

SECONDARY CHILLED

VENT

VERTICAL

WITH

V

UTR

VFD

VERT

W/

WEIGHTWT

WET BULBWB

VARIABLE FREQUENCY

UP THROUGH ROOF

ABOVE

AT

ARCHITECTURAL

APPROXIMATE

AAV

ABV

AC

ARCH

AFF

APPROX

BOILER

AND

AUTOMATIC

BOTTOM OF DUCT

BUILDING

B

AUTO

BOD

BLDG

BHP

BFV

AUTOMATIC AIR VENT

BUTTERFLY VALVE

AIR CONDITIONING

BRAKE HORSEPOWER

ABOVE FINISH FLOOR

CONNECTION

CONTINUATION

CONCRETE

DETAIL

DRY BULB

DIAMETER

CONN

CONT

CFM

CONC

CHWS

DIA

DET

DB

CHWR

DOWN

DETAIL

DOWN THRU ROOF

ELEVATION

ELECTRICAL

ENTERING

EXISTING

DET

DTR

DN

EA

ELEC

ENT

EL

(E)

EACH / EXHAUST AIR

CUBIC FEET PER MINUTE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

FIRE DAMPER

EQUIPMENT

FLOOR

FLOOR SINK

FINISHED

FOOT / FEET

FLEXIBLE

EQUIP

FD

°F

FLR

FPM

FT

FS

FIN

FLEX

GAUGE

GALLON

GALVANIZED

GAL

GA

GPM

GALV

FACE VELOCITYFV

GALLONS PER MINUTE

FEET PER MINUTE

DEGREES FAHRENHEIT

ABBREVIATIONS

HERTZ

HOUR

HORIZONTAL

HORSEPOWER

INCH / INCHES

INSIDE DIAMETER

HVAC

HR

HZ

HP

HORIZ

IN

ID

IN WG

KILOWATT

POUND

LEAVING

KW

LVG

LRA

LB

HEATING, VENTILATING AND

LOCKED ROTOR AMPERES

INCHES WATER GAUGE

MINIMUM

MAXIMUM

MISCELLANEOUS

MECHANICAL

MOUNTING

MOUNTED

MIN

MCC

MAX

MISC

MECH

MD

NC

MTG

MTD

MVD

OUTSIDE AIR

NOT TO SCALE

PRESSURE DROP

OSA

NTS

PD

NORMALLY OPENNO

MOTOR CONTROL CENTER

NORMALLY CLOSED

MANUALLY OPERATED

MOTORIZED DAMPER

POSITIVE

PRESSURE

RETURN

REQUIRED

REFERENCE

RETURN AIR

POS

PSIG

PSI

PSIA

PRESS

REF

REQD

RET

RA

ROOM

RLA

RPM

RM

RIGHT HANDRH

RATED LOAD AMPERES

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH

REVOLUTIONS PER MINUTE

POINT OF CONNECTIONPOC

HEIGHTHGT

FIRE SMOKE DAMPERFSD

UON UNLESS OTHERWISE

SHEET METAL SCREWSMS

WIRE MESH SCREENWMS

SIZE SHOWN ARE IN INCHES UON

SIZE SHOWN ARE IN INCHES UON

HINGED ACCESS PANEL

MD MD

DRAWINGDWG

AIR CONDITIONING

1. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS

TECHNIQUES, SEQUENCES AND PROCEDURES IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES.

2. BEFORE PERFORMING MECHANICAL WORK, THE CONTRACTOR SHALL BE FULLY ACQUAINTED WITH THE JOB CONDITIONS AFFECTING THE DEMOLITION AND INSTALLATION WORK COVERED BY THE NOTES AND

ASSOCIATED DRAWINGS AND SPECIFICATIONS.

3. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND WORKMEN TO CLOSE, PATCH AND REPAIR ALL HOLES WHERE ITEMS ARE REMOVED AND PROVIDE OPENINGS AS NECESSARY FOR NEW

WORK. FIRE SEAL OPENINGS AS REQUIRED.

4. DO NOT SCALE DRAWINGS, SITE CONDITIONS SHALL PREVAIL. DIMENSIONS INDICATED ARE FOR PRICING PURPOSES ONLY. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD TO ENSURE PRECISE FIT.

5. CONTRACTOR SHALL SUBMIT THE WORKING SCHEDULE.

6. PROVIDE FIRE PENETRATION SEALS & SUPPORTS AS REQUIRED FOR EQUIPMENT & RACEWAYS.

INSTALL PER NFPA AND SMACNA REQUIREMENTS.

7. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.

8. ENVIRONMENTAL AIR DUCT ENHAUST SHALL TERMINATE A MINIMUM OF THREE FEET FROM PROPERTY

LINE AND THREE FEET FROM OPENINGS INTO THE BUILDING.

9. ALL DUCT SIZES INDICATED ON THE DRAWINGS ARE INCHES AND NET INSIDE, WITHOUT INSULATION.

MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES UON.

10. ALL EQUIPMENT SUPPORTS AND PENETRATIONS SHALL BE VERIFIED AND ADAPTED AS REQUIRED FOR

SIZE AND FIT WITH ACTUAL PURCHASED EQUIPMENT. THE EQUIPMENT SPACES, SERVICE ACCESS AND OTHER RELATED FEATURES INDICATED ON THE DRAWING WERE SELECTED FOR ENGINEERING DESIGN

AND SPACE ALLOCATION PURPOSES. THE ACTUAL REQUIREMENTS FOR THE ABOVE DESIGN

ACCOMMODATIONS MAY VARY DEPENDING ON THE PURCHASED EQUIPMENT TO BE INSTALLED. MAKE SUCH CHANGES WITHOUT COST TO THE OWNER AS MAY BE REQUIRED FOR THE EQUIPMENT APPROVED

TO BE FURNISHED IF DIFFERENT THAN SHOWN ON THE DRAWINGS.

11. IMMEDIATELY REPORT TO THE OWNER ANY OBSERVATIONS OF EXISTING CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING AND WHICH MAY INTERFERE WITH THE CORRECT INSTALLATION OF THE

SYSTEM.

12. THE CONTROLS SHOWN ON THE DRAWINGS ARE SCHEMATIC REPRESENTATIONS ONLY. ALL ADDITIONAL CONTROL ITEMS NECESSARY TO SATISFY THE FUNCTIONAL REQUIREMENTS OF THE OPERATION AND SPECIFICATIONS SHALL BE PROVIDED AS PART OF THE WORK. THE SYSTEM SHALL BE COMPLETE IN

ALL RESPECTS; TESTED FOR MEETING THE PERFORMANCE REQUIREMENTS, COMMISSIONED INTO

OPERATION AND CALIBRATED UNDER OPERATING CONDITIONS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA DURING CONSTRUCTION

PERIOD. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO INSURE

STABILITY OF THE EXISTING STRUCTURES AND NEW WORK. THE CONTRACTOR SHALL PROTECT

ADJACENT PROPERTIES AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL

SAFETY ORDINANCE.

14. CONTRACTOR IS TO PROVIDE NECESSARY PIPE REDUCERS IF EQUIPMENT CONNECTION SIZE IS

DIFFERENT FROM LINE SIZE SHOWN ON DRAWING.

15. SOME SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET ARE NOT BEING USED.

16. ALL 90° MITERED ELL'S SHALL HAVE DOUBLE THICKNESS TURNING VANES UON.

17. TEMPERATURE SENSORS SHALL BE MOUNTED AT 48 INCHES ABOVE FINISHED FLOOR, UON.

18. PROVIDE HIGH POINT VENTS AND LOW POINT DRAINS ON ALL PIPING.

19. CONTRACTOR SHALL NOT RUN WATER, OR PLUMBING PIPES ABOVE ELECTRICAL EQUIPMENT.

20. ALL SEISMIC BRACING SHALL BE IN ACCORDANCE WITH "GUIDELINES FOR SEISMIC RESTRAINTS OF

MECHANICAL SYSTEM" BY SMACNA.

21. ALL VALVES, TRAP PRIMERS, OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE

CEILINGS SHALL BE INSTALLED WITH ACCESS PANEL.

22. ALL PIPE PENETRATIONS THROUGH FIRE WALLS OR FLOORS SHALL BE FIRE STOPPED USING U.L.

LISTED SYSTEM.

24. FLEXIBLE DUCT MAXIMUM LENGTH SHALL NOT EXCEED 5'-0".

25. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES UNLESS NOTED OTHERWISE.

27. AIR CONDITIONING DUCTWORK SHALL BE CONSTRUCTED, INSTALLED, INSULATED, AND SEALED IN

ACCORDANCE WITH MECHANICAL CODE.

30. ALL MATERIAL EXPOSED WITHIN THE CEILING PLENUM SPACE SHALL HAVE A FLAME SPREAD INDEX OF

NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50.

31. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION

OF WORK THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS.

32. CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. ALL HIGH PRESSURE DUCTWORK UPSTREAM OF VAV TERMINAL BOXES SHALL BE CONSTRUCTED FOR 2" W.C. STATIC PRESSURE, SEAL CLASS "A". ALL OTHER DUCTWORK (UON ON FLOOR PLANS) SHALL BE

CONSTRUCTED OF 1" W.C. SEAL CLASS "B".

33. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH MECHANICAL

CODE AND ASHRAE STANDARD.

34. ALL ZONE DAMPERS, RATES AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE

FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT.

29. MECHANICAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL ON SIZE/QUANTITY OF MOTORIZED

DAMPERS. I. E. FIRE/SMOKE DAMPERS, FIRE DAMPERS, MOTORIZED DAMPERS, ETC.

28. CONTRACTOR MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR FCU's, VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR.

23. HOUSEKEEPING PADS FOR ALL EQUIPMENT ARE TO BE PROVIDED AND INSTALLED BY GENERAL

CONTRACTOR. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR.

S

T

CO2

W/DUCT ACCESS PANEL

THERMOSTAT

CO2 DETECTOR

EQUIPMENT NUMBER

X

X

(SEE ABBREVIATIONS)

F

FINAL FILTER

F

COOLING COIL

EXHAUST FAN/VENTILATOR

HEATING COIL

P

F

H

C

C

PRE-FILTER

C

DESCRIPTIONSYMBOL

BTUH BRITISH THERMAL

BYPASS DAMPERBD

FAN COIL UNITFC/FCU

CONDENSING UNITCU

SD SMOKE DETECTOR

BOTTOM OF PIPEBOP

CRAC COMPUTER ROOM

FAN OR PUMP

LOUVER

DX CASSETTE UNIT

SYMBOL DESCRIPTION

VOLUME DAMPER

GAUGE

ABSOLUTE

TO ROUND

UNITS PER HOUR

WATER SUPPLY

WATER RETURN

BREATHING APPARATUS

TOTALLY ENCLOSED

NOTED

DRIVE

AIR CONDITIONING

DUCT SMOKE DETECTOR

EQUIPMENT NAME

26. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

BACK DRAFT DAMPERBDD

ET EXPANSION TANK

EQUIPMENT LEGEND

35. ALL OUTSIDE AIR DUCTS UPSTREAM OF THE FILTER WILL BE CONSTRUCTED OF TYPE 316 STAINLESS

STEEL IN ACCORDANCE WITH THE USAKA INSTALLATION DESIGN GUIDE.

THERMOSTATT-STAT

REFRIGERATION LIQUIDRL

REFRIGERATION SUCTIONRS

EQUIVALENTEQUIV

36. ALL INTERIOR DUCTWORK LOCATED IN "NON AIR CONDITIONED" SPACES OR ROOMS SHALL BE

TYPE 316 STAINLESS STEEL.

KEY NOTE#

OF

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ANDREW REED

No. M 27520

Exp. 06-30-17

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No. M 27520

Exp. 06-30-17

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1 MECHANICAL GROUND FLOOR PLAN

N

KEY NOTE:

1 ALL INTERIOR DUCTWORK LOCATED IN "NON AIR CONDITIONED" SPACES

OR ROOMS SHALL BE TYPE 316 STAINLESS STEEL.

Tectonic Copyright 2007

A

UTILITY VAULT

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UNISEX

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ANDREW REED

No. M 27520

Exp. 06-30-17

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M-112 REF: M-312 SCALE: 1/8" = 1'-0"

1 MECHANICAL GROUND FLOOR PLAN

N

KEY NOTE:

1 ALL INTERIOR DUCTWORK LOCATED IN "NON AIR CONDITIONED" SPACES

T ectonic Cop yright 2007

GROUND FLOOR

0' - 0"

ROOF

23' - 4"

A C

EF

SF

18"x18"14"x30"20"x20"

48"x24" EA LOUVER

WITH BIRDSCREEN

E1

1200 CFM

"ø

ROUND GOOSENECK

SEE 6/M501

WAREHOUS…