Amendment 0006 - BLDG-P485-1362850-AE531 - MISCELLANEOUS DETAILS_REV3.pdf

D

102213.A01

076000.Z03 076115.H21

076115.F04

072200.P02

076115.V04

076115.H21 076115.F04

076000.Z03

9072116.R10

076000.Z03

072726.H01

033000.A01

3"

C2

AE531

3'

-1 1"

3' -1

1"

102213.W02

102213.A01

102213.B03

102213.C01

TOS TUBE BEAM

TOP OF WIRE MESH

3" 12'-11 1/2"

3'

-1 1"

3' -1

1"

3"

19'-0"

3" 30

102213.A01 25

102213.B03

102213.A01

102213.W02

102213.W02

055013.E01

051200.A05

055013.E01

051200.A05

102213.C01

102213.A01

102213.B03

4' -0

" C

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102213.A01

102213.C05

102213.B01

102213.C03

E

3/ 4"

102213.A01

055013.E01 4'

-0

NOTE:

1. STEEL PIPE - ASTM A53, GRADE B, FY=35KGI

2. NORMAL WEIGHT CONCRETE - FC = 4,000 PSI

3. BEIN. STEEL - ASTM A615 - GRADE 60

BASE PLATE PLAN

1' -0

1'-0"

033000.A01

033000.A05

AR94753

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ENGINEERS + SURVEYORS

KEY NOTES 00

SHEET NOTES:

NOTES:

4"

3/4" = 1'-0" GRAPHIC SCALE

0 1' 2' 3' 5'4'

1 2 3 4 5

3 4 5

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A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

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FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

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1362850

DRAWFORM REVISION: 25 AUG 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

D

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B

A

1 2

CJW / SVR

Approved by J. Scott Roberts, Asset Management Branch Head

& Supervisory Facility Planner, PWD Beaufort, SC via email

DJD

EJA

DSN

12/17/2021

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O pe ra tio na l S up po rt F ac ili ty /B

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As indicated

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AE531

EAD MCL ROD

12854102

1 3" DOME CAP OVER END OF PIPE-FILL POST CAP WITH CONCRETE

2 6" DIA SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE

3 PART PIPE WITH 4" WIDE HORIZONTAL STRIPS-ALTERNATING BETWEEN "FLAT

BLACK" AND "GLOSSY SAFETY YELLOW"

4 STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS.

5 12"X12"X1/2" STEEL BASE PLATE WITH 4-3/8" DIA. EXPANSION ANCHORS WITH 2

1/2" MINIMUM EMBEDMENT

6 1/4" DIAMETER "J" BOLT

7 CLIP - ANCHORAGE: 3/8" x 1 7/8" STUD BOLT OR 1/4" - 20 BOLT AND DOUBLE

EXPANSION SHIELD AT MASONRY WALLS.

8 SET SECUREMENT RING IN CONTINUOUS BEAD OF SEALANT

9 SECURE FLASHING COLLAR FLANGE TO ROOF PANEL AND NOT TO METAL

BEAD OF DECK.

10 EQUIPMENT SUPPORT STAND OR VENT THRU ROOF.

11 CONTINUES TO STRUCTURE BELOW.

12 MEMBRANE ENVELOPE TO CONTAIN BATT INSULATION.

13 SET IN CONTINUOUS SEALANT BED PER MANUFACTURERS INSTRUCTIONS.

14 TURN EDGE OF HOLE IN PAN TO STIFFEN

15 STEEL BEAM. REFER TO STRUCTURAL DRAWINGS.

16 1 1/2" x 3/4" x 1/8" HORIZONTAL CHANNEL

17 2" x 2" x 1/8" TUBE

18 WALL CLIP - ANCHORAGE: 3/8" x 1 7/8" STUD BOLT OR 1/4" - 20 BOLT AND

DOUBLE EXPANSION SHIELD AT MASONRY WALLS.

19 FLAT BAR AS PER SPECS

20 1 1/2" x 3/4" x 1/8" VERTICAL CHANNEL

21 1 1/4" x 1/2" x 1/8" CHANNELS FOR CENTER RAILS (2) REQUIRED

22 CAST FLOOR SHOES WITH (2) 3/8" x 1 7/8" STUD BOLTS FOR CONCRETE FLOOR

23 3" x 4.1 # (CAPRIAL WITH "U" BOLTS AT 2'-4" O.C.)

24 MARK SERIES MORTISE LOCK CYLINDER

25 2" DIAMOND 6 GA. WIRE MESH

26 1 1/2" x 3/4" x 1/8" STEEL CHANNEL FRAMING

27 1 1/2" PAIR OF 3 1/2" HINGES

28 3" x 2" x 3/16" STEEL ANGLE

29 4" x 2" x 1/4" STEEL ANGLE CLIP

30 STEEL TUBE BEAM. REFER TO STRUCTURAL DRAWINGS.

MATERIAL NOTES

033000.A01 CAST-IN-PLACE CONCRETE

033000.A05 CONCRETE FLOOR

051200.A05 STEEL CHANNEL

055013.E01 STEEL ANGLE

072116.R10 BLANKET INSULATION, UNFACED

072200.P02 GLASS MAT GYPSUM PROTECTION BOARD

072726.H01 MEMBRANE FLASHING STRIP

076000.Z03 DRAW BAND

076115.F04 FASTENER WITH NEOPRENE WASHER

076115.H21 ROOF PENETRATION FLASHING

076115.V04 HIGH TEMPERATURE RESISTANT UNDERLAYMENT

102213.A01 WIRE MESH PARTITION

102213.B01 DOOR OPENING FRAME

102213.B03 LINE POST

102213.C01 FLOOR SOCKET

102213.C03 HINGED DOOR

102213.C05 DOOR LOCK

102213.W02 CENTER REINFORCING BAR

3" = 1'-0"B2

PLAN DETAIL - WIRE MESH @ COLUMN

3" = 1'-0"A2

SMALL PIPE PENETRATION DETAIL

1'8"4"

3" = 1'-0" GRAPHIC SCALE

0 2"

1'0

1½" = 1'-0" GRAPHIC SCALE

6" 2'

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

WIRE MESH BASE CHANNEL

1 1/2" = 1'-0"B1

WIRE MESH HORIZ. CHANNEL

3" = 1'-0"C2

PLAN DETAIL - WIRE MESH BASE POST

3" = 1'-0"B3

PLAN DETAIL - WIRE MESH HINGED DOOR

3" = 1'-0"D2

PLAN DETAIL - WIRE MESH @ COLUMN

SECTION DETAIL

SECTION DETAIL

3/4" = 1'-0"D1

REMOVABLE BOLLARD

A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.

B R-VALUE FOR ALL ROOF INSULATION IS TO BE EQUAL TO R-25 MINIMUM CONTINUOUS.

INSULATION FOR DESIGN PURPOSES IS BASED ON 1" POLYISOCYANURATE INSULATION =

R-6.

C SLOPED ROOFING COMPOSITION IS AN ALUMINUM STANDING SEAM METAL ROOFING

PANEL ON 5/8" GLASS MAT COVER BOARD OVER 4" POLYISOCYANURATE RIGID BOARD

INSULATION ON METAL DECK. REFER TO SPECIFICATION SECTION 07 61 15. REFER TO

STRUCTURAL DRAWINGS FOR DECK INFOR

D STANDING SEAM METAL ROOF TO BE 1" PER FOOT MINIMUM.

E ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED

PRECAST PANEL AND FACE OF METAL STUD, UNO.

F ARCHITECTURAL INTERIOR DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY /

CONCRETE, FACE OF METAL STUD, UNO.

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