SOK-D-NXRAD-C004.pdf

PRIOR TO EXCAVATION.

THE CONTRACTOR SHALL PERFORM AN UNDERGROUND UTILITY PROBE

SPECIAL PRECAUTIONS

SCOPE OF WORKPAINT SPECIFICATIONS

METAL ROOF DECK UNDERSIDE:

2.3 MILS DFT@320 SF/GAL/COAT

BEN MOORE’S ULTRA SPEC HP29 DTM ACRYLIC SEMI-GLOSS

1.7-2.3 MILS DFT@300-400 SF/GAL

BEN MOORE’S SUPER SPEC P04 ACRYLIC METAL PRIMER

2 COATS:

1 COAT:

CMU WALL SURFACES:

TREATED WOOD BLOCKING

2-2x6 CONT. PRESSURE

TOP OF METAL DECK

EVERY OTHER FLUTE

3" PUDDLE WELD

16" BOND BEAM

2-#5

1/2" PRESSURE TREATED PLYWOOD

METAL FLASHING

12"

13’-0"

FINISH FLOOR

FINISH GROUND LEVEL

SCALE: 3/8" = 1’-0"

SECTION A

13’-0"

DETAIL A

WITH 2-#5 CONT.

16" BOND BEAM

GRADE

24"

9’-4"

6"

12"

TYPICAL WALL

SCALE: 3/8" = 1’-0"

6" CHB

METAL FLASHING

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

02’ 2’ 4’ 6’

SCALE: 3/8" = 1’-0"

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

METAL FLASHING

UNDER AND OVER

EPDM MEMBRANE

INSTALL

1/2" FIBER BOARD

INSTALL

INSULATION

3" POLYISOCYANURATE

INSTALL

METAL ROOF DECK

INSTALL

STUDS AT 18" ON CENTER

3/8" DIA. X 3" HEADED ANCHOR

1/4" THK CONT. PLATE WITH

INSTALL

EXPANSION JOINT

INSTALL

@ 18" O.C.

#4 REBAR

BASE COURSE

AGGREGATE

DENSE GRADED

SUBGRADE

COMPACTED

SCALE: 1/4" = 1’-0"

A

C004

DETAIL

EXISTING STRUCTURES.

SPACED @ 3’ O.C. TO SURROUNDING

INSTRUCTION) 6" EMBEDMENT

AS PER MANUFACTURER’S

DRILL AND EPOXY (HILTY HY-150

INSTALL

EACH WAY

SLAB W/ #4@18" O.C.

8" THICK CONCRETE

INSTALL

@32" O.C.

HORIZONTAL REBAR

CELLS,TYP. AND #5

IN FULL GROUTED

6" CHB W/#5@24"O.C.

INSTALL

SUB BASE

95% COMPACTED

@16" O.C.

#4 TIES

6-#5 w/

INSTALL

BASE FILL, 95% COMPACTED

6" DEEP, 3/4" AGGREGATE

INSTALL

ON METAL DECKING

INSTALL BUILT-UP ROOF

INSTALL

INSTALL

EPDM MEMBRANE

INSTALL

INSULATION

3" POLYISOCYANURATE

INSTALL

6" DEEP METAL ROOF DECK

INSTALL

HORIZONTAL REBAR @ 32" O.C.

GROUTED CELLS, TYP. AND #5

HEIGHT #5 @ 24" O.C. IN FULL

INSTALL VERTICAL REBAR FULL

6-#5 WITH #4 TIES @ 16" O.C.

INSTALL

FOOTING 2’ DEEP

EMBEDDED IN CONCRETE

VERTICAL #5 REBAR

SPECIFICATIONS

NOT TO SCALE

B

C004

CONCRETE SIDEWALK

EACH WAY

SLAB WITH #4 @ 18" O.C.

INSTALL 8" THK CONCRETE

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DETAILS

HI

WY

JKB

ML 08/29/2018 1704153

SOK-D-NXRAD-C004

C O

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ENGINEERING SERVICES

INFRASTRUCTURE

NEXRAD

EG SHELTER

KAUAIIOLEAU

PROJECT ENGINEER MGR: ENGINEERING - LA

s o k -d -n x ra d -c

.d g n

DRAWING PRODUCED ON WSA MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

PROPOSED

IN OPEN POSITION.

4. DOOR TO WALL LATCH TO ALLOW FOR DOOR TO BE HELD

SEE PAINT SPECIFICATIONS.

3. PAINT UNDERSIDE OF METAL ROOF DECK (CEILING), WHITE COLOR.

2. FURNISH ONE (1) STAINLESS STEEL DOOR WITH LOCKSETS.

OUTSIDE & WHITE INSIDE. SEE PAINT SPECIFICATIONS.

EG BUILDING, TOOLED JOINTS (2 SIDES), AND PAINT BEIGE

1. CONSTRUCTION OF THE CONCRETE MASONRY UNIT (CMU)

DISTRUBED.

9. REPLACE ANY WEED BLOCK MATERIAL AND GROUND COVER

LIMITATIONS RECOMMENDED BY ROOFING MANUFACTURER.

TEMPERATURE RESTRICTIONS: DO NOT EXCEED TEMPERATURE

PRECIPITATION DURING APPLICATION.

PRECIPITATIONS OR IN THE EVENT THERE IS A PROBABILITY OF

PRECIPITATIONS: DO NOT APPLY INSULATION MATERIALS DURING

8. ENVIRONMENTAL REQUIREMENTS:

DOOR HANDLE/LOCK GUARD PLATE FOR DOOR.

MANUFACTURER: HAGER, STANLEY

4-1/2" x 4-1/2" BALL BEARING, HEAVY WEIGHT.

HINGES: FULL MORTISE TYPE, STAINLESS STEEL, OUTSWING DOORS,

MANUFACTURER: BESTLOCK

STAINLESS STEEL CHASSIS.

KEYABLE TO EXISTING MASTERKEY SYSTEM; 2-3/4" INCH BACKSET,

LOCKSETS: MORTISE TYPE, 7-PIN INTERCHANGEABLE CORE,

7. FINISH HARDWARES:

6. THRESHOLD AND WEATHER-STRIPPING (ALL AROUND).

WITH A #4 FINISH, 1 3/4", FLAT BAR ASTRAGAL (FULL HEIGHT).

FIRE RATED (2 HOUR) 16 GUAGE STAINLESS STEEL MIN., 316L

5. METAL DOORS:

(EPDM) MEMBRANE.

0.060" THICK, ETHYLENE PROPYLENE DIENE TERPOLYMER

MEMBRANE MATERIALS: FIRESTONE RUBBERGUARD, NOMINAL

FIRESTONE SO 95 + ISOCYANURATE BOARD: CLASS 2

4. ROOF INSULATION: FIRESTONE WOOD FIBERBOARD CLASS E.

SURFACES. PAY PARTICULAR ATTENTION TO JOINTS.

MAKE VERTICAL AND HORIZONTAL PASSES TO SATURATE ALL

SEE PAINT SPECIFICATIONS SUBMITTAL’S ARE REQ. ON COLORS.

GRADE N 6"x8"x16" STRECHER BLOCK.

3. CONCRETE MASONRY UNITS:

2. REINFORCEMENT: DEFORMED BARS, ASTM A615, GRADE 40

1. CONCRETE: COMPRESSIVE STRENGTH, 4000 PSI

CONCRETE FLOOR SURFACE:

INSTALL 2 COATS:

1 COAT:

2 COATS:

3 COAT:

1.8 MILS DFT@350-400 SF/GAL/COAT

BEN MOORE’S ULTRA SPEC N539 INTERIOR LATEX SEMI-GLOSS

(SECOND COAT)

7.4 MILS DFT@75 SF/GAL (FIRST COAT) 9.8 MILS DFT@100 SF/GAL

PAINT-TINTED TO BEIGE PER MANUFACTURER’S INSTRUCTIONS.

ZINSSER’S WATER-TITE MOLD & MILDEW PROOF WATERPROOFING

1.5 MIL DFT @ 350-450 SF/GAL/COAT

COROTECH V440 WATERBORNE ANIME EPOXY-BATTLESHIP GRAY

DFT @ 350-450 SF/GAL.

COROTECH V155 100% SOLID EPOXY PRO-PRIME 1.0-1.5 MILS

REPLACEMENT SHELTER FOR EG

s o k -d -n x ra d -c

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APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

DATE

REDLINE

APVD

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