36C25622R0014 - ARCH REC DWGS 40(AE-514).pdf

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Z2DZ--Regular Construction Project: 520-22-102 Replace Multiple Flat Roofs, Biloxi
Solicitation number
36C25622R0014
Issued by

About this file

This document package contains architectural drawings and specifications for a federal construction project. The project involves replacing multiple flat roofs at the Biloxi Veterans Affairs Medical Center campus. Work includes removal of existing roofing systems down to the decking, installation of new tapered insulation, roof membranes, flashing, and other roofing components. Additional scope includes roof hatches, drains, equipment curbs, guardrails, ladders, and fall protection components as detailed. The solicitation is identified as number 36C25622R0014 and is issued by the Department of Veterans Affairs Veterans Health Administration VISN 16 to replace roofs on multiple buildings. The response due date and award date are not provided in this document package.

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Other files

File Type Posted
36C25622R0014 A0004 - RFI Register.pdf PDF
36C25622R0014 0004.docx DOCX document
36C25622R0014 - ARCH REC DWGS 18(AE-140).pdf PDF
36C25622R0014 - RFI Register.pdf PDF
36C25622R0014 - ARCH REC DWGS 38(AE-512).pdf PDF
36C254622R0014 - Revised Specifications (31).pdf PDF
36C25622R0014 - ARCH REC DWGS 20(AE-201).pdf PDF
36C25622R0014 - ARCH REC DWGS 22(AE-301).pdf PDF
36C25622R0014 - ARCH REC DWGS 36(AE-510).pdf PDF
36C25622R0014 - VAAR Clause 852.219-77 - Certification.docx DOCX document
36C25622R0014 - ARCH REC DWG BLDG 31 ROOF LAYOUT.pdf PDF
36C25622R0014 - ARCH REC DWGS 42(AE-530).pdf PDF
36C25622R0014 - ARCH REC DWGS 39(AE-513).pdf PDF
36C25622R0014 - ARCH REC DWGS 23(AE-310).pdf PDF
36C25622R0014 - ARCH REC DWGS 21(AE-202).pdf PDF
36C25622R0014 - ARCH REC DWGS 41(AE-515).pdf PDF
36C25622R0014 - ARCH REC DWGS 13(AE-130).pdf PDF
36C25622R0014 0003.docx DOCX document
36C25622R0014 - ARCH REC DWGS 24(AE-311).pdf PDF
36C25622R0014 - ARCH REC DWGS 25(AE-312).pdf PDF
36C25622R0014 - ARCH REC DWGS 37(AE-511).pdf PDF
(2) Site Visit Sign-In Sheets - Proj 520-22-102.pdf PDF
36C25622R0014 0002.docx DOCX document
36C25622R0014 - A0001 RFI Register.pdf PDF
36C25622R0014 0001.docx DOCX document
36C25622R0014 - Drawing 3 (T-105).pdf PDF
36C25622R0014_1.docx DOCX document
36C25622R0014 - Specifications.pdf PDF
36C25622R0014 - Site Visit Map - Biloxi VA.pdf PDF
36C25622R0014 - Drawing 2 (T-104).pdf PDF
36C25622R0014 - Davis Bacon Wage Determination.pdf PDF
36C25622R0014 - Infection Control Constr Permit-IRCA.pdf PDF
36C25622R0014 - Exhibit A Performance Relevancy Survey.docx DOCX document
36C25622R0014 - Exhibit F - Request for Information Form.docx DOCX document
36C25622R0014 - Exhibit E - Surety Form.docx DOCX document
36C25622R0014 - Exhibit C Subcontractor Information and Consent.docx DOCX document
36C25622R0014 - Drawing 1 (Bldg 31).pdf PDF
36C25622R0014 - Exhibit B - Past and Present Performance Questionnaire.docx DOCX document
36C25622R0014 - Exhibit D - Contractor Evaluation Form Construction Safety.docx DOCX document
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Text version

1' -0

GASKET

SPRING LATCH W/ PADLOCK

ALUMINUM COVER W/

INSULATION

AUTOMATIC HOLDER OPEN

ARM AND COVER RELEASE

COMBINATION LOCK

STRIKE AND PADLOCK

CURB W/ INTEGRAL

CAP FLASHING

ELASTOMERIC

FLASHING

MODIFIED

BITUMEN

ROOFING

SYSTEM

CONCRETE AND METAL

DECKING, SEE STR DWGS

1" RIGID INSUL

AROUND OUTSIDE

CURB

4'-0".

1' -0

M

IN

C4 FRAMING

ROOF

INSULATION W/

PROTECTION

BOARD

STRAINER BASKET

MEMBRANE CLAMP

MODIFIED BITUMEN

ROOFING SYSTEM

CONCRETE AND

METAL ROOF DECK

STORM PIPE

DECK

CLAMP

INSULATION W/ PROTECTION

BOARD - SLOPE TO DRAIN

EXTENSION

3"

3'-8"

PREFINISHED SHEET METAL

CAP FLASHING

MODIFIED BITUMEN

ROOFING SYSTEM

CANT STRIP

TAPERED ROOFING

INSULATION W/

PROTECTION BOARD

CONCRETE AND METAL

DECK ROOF SLAB

L4x4x1/4 FRAMING

MOUNTED EQUIPMENT VARIES

ELASTOMERIC

FLASHING

2" INSULATED PREFAB ROOF

CURB WITH WOOD NAILER

ROOF SLAB CONTINUES AT MECHANICAL

UNITS MUA-1 AND MUA-2

8" M

IN METAL FLASHING

MODIFIED

BITUMEN

ROOFING

SYSTEM

ROOF INSULATION

W/PROTECTION

BOARD

CONCRETE

AND METAL

DECKING

CLAMP PIPE TO

ROOF DECK

PIPE AS SCHEDULED 1'

-0

3' -6

7/

8" 2'

-0

8"

1 1/4" X-STRONG PIPE TOP & BOTTOM RAIL

1 1/4" X-STRONG PIPE POSTS @ 4'-6" OC MAX

3/4" STD PIPE PICKETS @ LESS THAN 4" OC MAX

ELASTOMERIC FLASHING UP & OVER CMU

METAL CAP FLASHING

C6x8.2 CAP

ELASTOMERIC FLASHING

ELASTOMERIC FLASHING BOOT W/CLAMP

AND SEALANT

MODIFIED BITUMEN

ROOFING SYSTEM

TAPERED ROOF

INSULATION

W/PROTECTION

BOARD

CANT STRIP

BOND BEAM, SEE

STRUCTURAL

CONCRETE FILL

OVER METAL DECK

STEEL BEAM, SEE STR DWGS

HSS POST, SEE

STRUCTURAL, FILL

VOID W/ FOAM

INSULATION

PRECAST CONCRETE COPING

HSS 4x4, SEE STR DWGS

SIDE ELEVATION FRONT ELEVATION

PLAN

7" 7"

METAL BAR GRATING

PARAPET COPING

BELOW

RAIL

METAL BAR GRATING

PLATFORM

3" HIGH TOE BOARD

EA SIDE

TOP OF PARAPET

3/4" DIA BAR RUNGS

AT 12" OC (TYP)

LINE OF NEAREST

OBSTUCTION

TOP OF PARAPET

PLATFORM

2'-4".

3' -6

MODIFIED BITUMEN

ROOFING SYSTEM

3/8"x2 1/2"

FLATBAR SIDE RAILS

FACE OF BUILDING

4"x8-1/4"x3"x1/4"

WALL BRACKET-SEAL

ALL PENETRATIONS

THRU WALL

3/4" DIA BAR RUNGS

AT 12" OC PUNCHED

INTO SIDE RAIL AND

WELDED

3" HIGH TOEBOARD

EA SIDE

METAL BAR GRATING

PLATFORM - 4" MIN

CLEAR OF COPING

INTERMEDIATE RAIL

CLEAR

2'-0"

2' -3

/2

CLEAR

2'-0"

9' -7

/8

R

U N

G S

'-0

O C

'-0

MODIFIED BITUMEN

ROOFING SYSTEM

MID ROOF TOS

123'-0"

LOW ROOF TOS

115'-4"

3' -6

/8

(4 '-0

M

A X

3' -6

/8

1'-4"

7" 11 3/4" 6 3/4"

M A

X

1' -4

FRONT ELEVATION SIDE ELEVATION

2'-0"

INTERMEDIATE RAIL

4"x8-1/4"x3"x1/4" WALL

BRACKET SEAL ALL

PENETRATIONS THRU

WALL

SAFETY CAGE

3/4" DIA BAR RUNGS AT

12" OC MAX WELDED

TO SIDE RAILS

PROVIDE

LOCKABLE ENTRY

BAR AT BOTTOM

OF SAFETY CAGE

FINISH FLOOR

CLEAR

1'-4"

'-3

/8

3' -6

'-3

/8

4' -0

4'

-3

/8

2'-7" 7"

2'-3"

TY

P

1' -0

4' -0

'-9

/2

ABOVE TRANSITION

2'-0" RAIL CLEAR

2'-4"

2'-8"

MECH PLATFORM LEVEL

115'-9 1/2"

LEVEL 1

100'-0"

6' -9

/4

3/8"x2-1/2" FLATBAR

SIDE RAILS

4"x8-1/4"x3"x1/4" WALL

BRACKET SEAL ALL

PENETRATIONS THRU

WALL

M A

X

1' -0

CONCRETE AND METAL

DECK FLOOR SLAB

8" CMU

SECURE RAIL TO FLOOR SLAB W/

3x3x1/4"x3" LONG ANGLE

ANCHORED TO FLOOR W/

EXPANSION BOLT

AE-514

AE-514

AE-514

AE-514

2' -4

2"x1/4" HORIZ

BANDS (TYP)

1-1/2"x3/16" VERT BARS

(TYP) - SHALL BE INSIDE

HORIZ BANDS AND

ATTACHED TO THEM

LADDER

FACE OF WALL

2'-3" 7"

C

LE

A R

2' -0

SIDE RAIL BELOW AT 45 DEG

TRANSITION FROM 1'-4"

WIDTH TO 2'-0" WIDTH

WALL BRACKET

BELOW

START OF

PLATFORM

2'-0"

40.0° 10.0° 30.0°

C

LE

A R

1' -4

2' -4

2"x1/4" HORIZ

BANDS (TYP)

1-1/2"x3/16" VERT BARS

(TYP) - SHALL BE INSIDE

HORIZ BANDS AND

ATTACHED TO THEM

LADDER

8" CMU WALL

2'-3"

2'-7"

2' -8

40.0° 10.0° 30.0°

1/

2" M

IN

V

E R

IF

Y

IN

F

IE

LD

4"

ELASTOMERIC FLASHING

MODIFIED BITUMEN

ROOFING SYSTEM

ELASTOMERIC BOOT FLASHING

METAL BAR CLAMP W/SEALANT

TAPERED ROOF INSULATION

W/PROTECTION BOARD

HSS6x6 SUPPORT, SEE

STR DWGS

CONCRETE AND METAL

ROOF DECK

STEEL BEAM, SEE STR

DWGS

5' -0

O

R

'-0

V E

R

IF

Y

HSS HORIZ SUPPORTS FOR PV

PANELS, SEE STR DWGS

1'-6"

CONC SLAB

1/2" COMP FILLER

3000 PSI AIR ENTRAINED CONC FILL

DOMED FINISH AT TOP, PAINT TO MATCH

PIPE

6"Ø SCH 40 STEEL PIPE, DE-BURR ALL CUT

EXPOSED EDGES, FIELD FINISH OVER

FACTORY PRIMED SURFACE

4' -0

2'

-6

6"

CONC FOOTING,

SLOPE TOP TO

SHED WATER

SET IN CONCRETE

2 1/2" 6" 7 1/2"

2' -8

1' -0

1"

5" 4"

5" 4" 6"

3" 10

PLAN

SECTION

HSS6x6x3/8" POST WELDED

TO STEEL PLATE

3/4" STEEL PLATE ANCHORED

TO CONCRETE SLAB

W/EXPANSION ANCHORS

STEEL BRACING WELDED TO

HSS AND STEEL PLATE

CONCRETE SLAB ON GRADE

4"x5"x13" RUBBER CUSHION

BLOCK

GAVL 12 GA STEEL

W-BEAM GUARDRAIL

2'-0"

CONC SLAB

1/2" COMP FILLER

3000 PSI AIR ENTRAINED CONC FILL

DOMED FINISH AT TOP, PAINT TO MATCH

HSS

HSS 12x12x1/4", DE-BURR ALL CUT

EXPOSED EDGES, FIELD FINISH OVER

FACTORY PRIMED SURFACE

4' -0

3'

-0

CONC FOOTING,

SLOPE TOP TO

SHED WATER

6" 1'-0" 6"

3/

4"

6"

LAMINATED DOCK BUMPER

6"

6" 1'-0"

1/

2"

HSS 12x12x1/4", FILL W/CONCRETE

LAMINATED DOCK BUMPER

4x3x1/4" ANGLE BOLTED TO HSS

PLAN

SECTION

3' -0

DOCK BUMPER

GALVANIZED CURB ANGLE

INSTALLED FLUSH WITH DOCK FLOOR

DOCK FINISH FLOOR

PRE-SET ANCHOR BOLT

PER MFR'S

INSTRUCTIONS

2" 4"

4" 2"

1' -0

6"

SIDE ELEVATION

2'-0"

INTERMEDIATE RAIL

4"x13 1/2"x3"x1/4" WALL

BRACKET

SAFETY CAGE

3/4" DIA BAR RUNGS AT

12" OC MAX WELDED

TO SIDE RAILS

PROVIDE

LOCKABLE ENTRY

BAR AT BOTTOM

OF SAFETY CAGE

FINISH FLOOR

3' -6

'-3

/8

4' -0

4'

-3

/8

2'-7"

2'-3"

TY

P

1' -0

4' -0

'-9

/2

MECH PLATFORM LEVEL

115'-9 1/2"

LEVEL 1

100'-0"

3/8"x2-1/2" FLATBAR

SIDE RAILS

M A

X

1' -0

CONCRETE AND METAL

DECK FLOOR SLAB

HSS 3x3x1/4" ANCHORED

TO FLOOR AND

STRUCTURE ABOVE

SECURE RAIL TO FLOOR SLAB

W/ 3x3x1/4"x3" LONG ANGLE

ANCHORED TO FLOOR W/

EXPANSION BOLT

AE-514

AE-514

4"x10 1/4"x3"x1/4" WALL

BRACKET

SIM

3000 PSI AIR ENTRAINED CONC FILL

DOMED FINISH AT TOP, PAINT TO MATCH

PIPE

6"Ø SCH 40 STEEL PIPE, DE-BURR ALL

CUT EXPOSED EDGES, FIELD FINISH

OVER FACTORY PRIMED SURFACE

BASE PLATE 3/4" x 13" SQ

3/4" HILTI KWIK-BOLT TZ

EXPN ANCHOR, 4 REQ'D

CONC SLAB, SEE STR

4' -0

1"

3"

ANCHORED TO CONCRETE SLAB

3/

4"

N

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

8600 Indian Hills Drive

Omaha, NE 68114-4039 USA

Tel 402-391-8111 Fax 402-391-8564

EST. 1915

757 St. Charles Avenue

New Orleans, LA 70130 USA

Tel 504-524-4634 Fax 504-524-5128

JOINT VENTURE

Architect Project No. Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

Revisions Date

CONSULTANTS:

BILOXI, MS

ARCHITECT/ENGINEERS: 520-317S

31, 35

Office of Construction and

Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

/1

/2

:5 :5

P

M

001-10017-021

GMR DGL08/06/12

BILOXI VAMC LAUNDRY / DIETETICS

AE-514

DETAILS

SCALE: 1 1/2" = 1'-0"1 ROOF ACCESS HATCH

SCALE: 1 1/2" = 1'-0"2 ROOF DRAIN (OVERFLOW DRAIN SIM)

SCALE: 1 1/2" = 1'-0"3 EXHAUST FAN & ROOF EQUIPMENT CURB

SCALE: 1 1/2" = 1'-0"4 VENT PIPE FLASHING

SCALE: 1 1/2" = 1'-0"5 GUARDRAIL DETAIL @ ROOF

SCALE: 1/2" = 1'-0"7 LADDER TO ROOF

SCALE: 1/2" = 1'-0"8 CAGED LADDER

SCALE: 1 1/2" = 1'-0"10 CAGED LADDER ABOVE MECHANICAL SERVICE MEZZANINE

SCALE: 1 1/2" = 1'-0"11 CAGE LADDER BELOW MECHANICAL SERVICE MEZZANINE

SCALE: 1 1/2" = 1'-0"6 ROOF SUPPORT DETAIL FOR PV PANELS

SCALE: 3/4" = 1'-0"14 PIPE BOLLARD DETAIL (EXTERIOR LOCATIONS)

SCALE: 3/4" = 1'-0"12 VEHICLE BARRIER DETAIL

SCALE: 3/4" = 1'-0"16 BOLLARD DETAIL WITH DOCK BUMPER

SCALE: 1 1/2" = 1'-0"13 DOCK BUMPER DETAIL - LAMINATED

SCALE: 1/2" = 1'-0"9 CAGED LADDER@ ROOM 202

SCALE: 3/4" = 1'-0"15 PIPE BOLLARD DETAIL (INTERIOR LOCATIONS)

RECORD DRAWINGS

File details come from the government source that posted it. Updated .