government of the virgin islands of the united states · 6077 6077 6077 6077 6077 6077 6077 6077...

GOVERNMENT OF THE VIRGIN ISLANDSOF THE UNITED STATES

DIVISION OF ENGINEERING 6002 ESTATE ANNAS HOPECHRISTIANSTED V.I. 00820

APPROVED

HALDOR FARQUHAR DATEPROJECT ENGINEERDEPARTMENT OF PUBLIC WORKS

APPROVED

NELSON M. PETTY, JR., P.E. DATECOMMISSIONERDEPARTMENT OF PUBLIC WORKS

DEPARTMENT OF PUBLIC WORKS

TITLE SHEET COVER & LOCATION MAP

EXISTING SITE PLAN & PROJECTPICTURES AND SUMMARY

T-1

S-1

S-2

T-1

SHEET INDEX

SHEET NUMBER DESCRIPTION

PROJECT LOCATION

HERBERT GRIGG HOME FOR THE AGED ROOF REPAIR ST. CROIX FALLS, ST. CROIX, VI

S-3

S-4

S-5

S-6

S-7

ROOF LAYOUT (EXISTING)

ROOF LAYOUT (PROPOSED)

PURLIN SPACING (PLAN VIEW)

ROOF NAILER LAYOUT (TYPICAL)

HIP ROOF FRAMING/RETROFIT OF EXISTING BOND BEAM

ROOF COVERING ISOMETRIC/SECTIONVIEW

ROOF SHEATHING, NAILER &ATTACHMENTS


APPROVED


APPROVED


Picture of the Herbert Grigg DiningFacility w/tarp roof (Front Facing).

PROJECT LOCATION

Project Summary

Project is located at Coordinates Lat 17.7279, Lon. -64.78271.

Aerial view of project location

S-1

Picture of the entrance hall of the diningfacility.

Picture of ridge, existing sheeting andrafters.

Picture of north facing hip roof.

HERBERT GRIGG DINING FACILITY

HERBERT GRIGG HOMEFOR THE AGED

The purpose of this rehabilitationproject is to bring the HerbertGrigg's dining facility up to code.It is obvious although the facilityhas a strong framework it stilllacks the itermeditory supportand tiedowns DPNR's currentbuilding code requires. Thisproject intends to both repairdamages inflicted by the stormsof 2017 and bring the facility tocurrent local codes.

6077607760776077607760776077607760776077

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76

07

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11168 11168 11168

604

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04

73

14

6L

V3

14

6L

V3

14

6L

V3

14

6L

V

11168 11168

314

6L

V3

14

6L

V3

14

6L

V3

14

6L

V

266

82

66

8

1'-4"

6'

2'-0 3

/8"

6'

1'-3 5

/8"

16'-8"

1'-4"

6'

2'

6'

1'-4"

16'-8"

1'6'

1'-11"6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6'

2'-1"6'

1'-11"

80'-11"

7 1

/8"

6'

2'-0 3

/8"

6'

7 1

/2"

15'-3"

1'-2 1/2"6'

2'-1"6'2'6'2'6'2'6'2'6'2'6'2'6'2'6'

1'-11"6'

3 1/2"

79'-6"

7 1

/2"

6'

2'

6'

7 1

/2"

15'-3"

10'-2 3/4" 11'-8 1/2" 11'-11 1/2" 11'-8 1/2" 12'-5 1/2" 11'-8 1/2" 9'-8 3/4"

79'-6"

7 7

/16"

3'-1"

4'-3 1

1/1

6"

3'-1"

4'-3 5

/8"

3'-1"

4'-3 1

1/1

6"

3'-1"

2'-7 9

/16"

28'-6"

25'-10 1/2" 9'-7 1/4" 6'-6" 11'-8" 25'-8 3/8"

7'-11" 71'-5 1/8"

2'-11 1

/4"

3'-1"

3'-10 3

/8"

3'-1"

3'-10 5

/16"

3'-1"

3'-10 5

/16"

3'-1"

1'-7 3

/4"

28'-6"

5'-11 3/16"

6'-7 1/2"

7'-3"

5'-11 1/2"

5'-11"

6'

6'-0 7/8"6'

5'-2 9/16"

6'-1 1/4"

8'

25'-11"

5'-7 1/8"

15

'-3

" X

79

'-6

"

24

16

SQ

FT

LIV

ING

AR

EA

SLA

B


APPROVED


APPROVED


ROOF LAYOUT (EXISTING)

S-2S-2

4 : 12

4 : 1

2

4 : 12

4 : 1

2

1'-4"

6'

2'-0 3

/8"

6'

7 1

/8"

2'-4 1

/4"

3'-1"

3'-10 5

/16"

3'-1"

3'-10 5

/16"

3'-1"

3'-10 3

/8"

3'-1"

3'-7 3

/4"

15

'-11 1

/2"

29

'-11"

45

'-10 1

/2"

26'-8 3/8"11'-1"7'-1"11'-1"3'-3 11/16"

59'-3 1/16"21'-6 1/16"

80'-9 1/8"

3'-4 1

/16"

3'-1"

4'-3 1

1/1

6"

3'-1"

4'-3 5

/8"

3'-1"

4'-3 1

1/1

6"

3'-1"

1'-3 1

5/1

6"

7 1

/2"

6'

2'

6'

1'-4"

29

'-11"

15

'-11 1

/2"

45

'-10 1

/2"

1'6'

1'-11"6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6'

2'-1"6'

1'-11"

80'-11"

7 1

/8"

6'

2'-0 3

/8"

6'

7 1

/2"

15

'-3"

1'-2 1/2"6'

2'-1"6'2'6'2'6'2'6'2'6'2'6'2'6'2'6'

1'-11"6'

3 1/2"

79'-6"

7 1

/2"

6'

2'

6'

7 1

/2"

15

'-3"

10'-2 3/4" 11'-8 1/2" 11'-11 1/2" 11'-8 1/2" 12'-5 1/2" 11'-8 1/2" 9'-8 3/4"

79'-6"

3'-1"

18

'-7 1

/4"

3'-1"

3'-8 3

/4"

28

'-6"

2'-11 11/16"11'-8" 6'-6" 11'-8" 25'-8 3/8"

58'-6 1/16"

2'-11 1

/4"

3'-1"

3'-10 3

/8"

3'-1"

3'-10 5

/16"

3'-1"

3'-10 5

/16"

3'-1"

1'-7 3

/4"

28

'-6"

8 1/2"9'-8 1/16"11'-8"12'-6"11'-8"13'

8 1/2"58'-6 1/16"

1'-4 1/2"10'-3 1/2"10'-2 1/16"

8 1/2"

20'-5 9/16"8 1/2"

7 7

/16"

3'-1"

4'-3 1

1/1

6"

3'-1"

4'-3 5

/8"

3'-1"

4'-3 1

1/1

6"

3'-1"

2'-7 9

/16"

28

'-6"

20'-5 9/16"

28

'-6"

24

16

SQ

FT

LIV

ING

AR

EA

SL

AB


APPROVED


APPROVED


ROOF LAYOUT (PROPOSED)

S-3

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11168 11168 11168

604

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73

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6LV

314

6LV

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6LV

314

6LV

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6LV

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6LV

314

6LV

314

6LV

266

82

68

6

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

4x12 Beam

2'-7 5/8"

1'-4"2'-8"

1'-4"

2'

1'-6"

1'-6"

1'-6"

2'-3"

2'-3"

2'-3 1

/4"

2'-3"

2'-3"

2'-3"

1'-6 1

/4"

10

"

2'

6"


APPROVED


APPROVED


PURLIN SPACING (PLAN VIEW)

S-4


APPROVED


APPROVED


NAILER TO

BE OFFSET

AT SPLICE

LOCATIONS

DASHED LINE

REPRESENTS

WALL OF HOUSE

BELOW ROOF

DOUBLE 2"X4" NAILER

2'-3

1/2

" T

YP

.

1'-6" O.C., TYP.

HIP

2'-0" MAXIMUM

OVERHANG ALL SIDES

1' 6

" O

.C.,

TY

P.

RAFTER BELOW

1"

TY

P.

NAIL FASTENER

3"PLYWOOD

2"X4" NAILER

HIP

NOTE: ALL WOOD COMPONENTSSHALL BE PRESSURE TREATED

HIP HIP

2"X4"

NAILER

RIDGERIDGE

2"X4" NAILER

ROOF NAILER LAYOUT (TYPICAL)

UNDERLAYMENT

S-5


APPROVED


APPROVED


EXISTING

BOND BEAM

EXISTING CMU

SIMPSON HGAM10

MITEK-USP HGAM10

SIMPSON HM9

MITEK-USP RT 16M

RETROFIT OF EXISTING BOND BEAMHIP ROOF FRAMING

RAFTER

JACK

RAFTER

STRUCTURAL

HIP BEAM

FACEMOUNT HANGER W/

SLOPED/SKEWED SEAT

AT EACH JACK RAFTER

FACEMOUNT HANGER W/

SLOPED SEAT AT EACH RAFTER

STRUCTURAL

RIDGE BEAM

RIDGE STRAPS

AT EACH

RAFTER

VALLEY ROOF FRAMINGSTRUCTURAL VALLEY BEAM

JACK RAFTER

FACEMOUNT HANGER W/

SLOPED/SKEWED SEAT

AT EACH JACK RAFTER

TO VALLEY BEAM

STRUCTURAL

RIDGE BEAM

FACEMOUNT HANGER W/

SLOPED SEAT AT EACH

JACK RAFTER TO

RIDGE BEAM

SUB-FASCIA

FASCIA


S-6


APPROVED


APPROVED


2'-3

" 1/2

" MAX.

NAIL

ER S

PACIN

G

LIQUID APPLIED

MEMBRANE OR

UNDERLAYMENT

END LAPS SHALL ONLY OCCUR AT NAILERS.

PANELS SHALL BE OVERLAPPED 8" BEYOND

FASTENERS ON TOP WITH TWO ROWS OF

SEALANT TAPE UPSLOPE OF FASTENERS AT

END LAPS. FASTENERS SHALL PENETRATE

BOTH PANELS INTO NAILERS AT END LAPS.

END LAPS ARE ONLY RECOMMENDED WHEN

EAVE TO RIDGE LENGTH EXCEEDS THE

MAXIMUM AVAILABLE PANEL LENGTH.

OPTIONAL SPACER BETWEEN

NAILER AND UNDERLAYMENT,

3 1/2" X 3 1/2" X 1/4" THICK AT

2" X 4" FASTENER LOCATIONS

ROOF SHEETING

1"x6"x8' SOUTHERN PINE

TONGUE & GROOVE

2", TYP.

8" TYP.

CORRUGATED METAL ROOF PANEL

ASTM A792 GRADE 50-B (ALUMINUM ZINC

ALLOY) 24 GAUGE MIN. W/ 7/8" DEEP RIBS

AT 2 2/3" O.C., SEE SHEET S-15 FOR PANEL

FASTENING REQUIREMENTS.

AT END LAP, PROVIDE ROW OF

#14 X 1" LONG

STAINLESS STEEL SELF-DRILLING

ROOFING

SCREWS WITH GASKETED

WASHERS

RAFTER

DASHED LINE

INDICATES END

OF ROOF PANEL

UNDERNEATH

AT ROOF PANEL

END LAP

INSULATION

(OPTIONAL)

2"X4" NAILER, PROVIDE

(2) NAILERS AT RIDGE AND EAVES

CORRUGATED METAL ROOF PANEL

ASTM A792 GRADE 50-B (ALUMINUM ZINC

ALLOY) 24 GAUGE MIN. W/ 7/8" DEEP RIBS

AT 2 2/3" O.C., SEE SHEET S-15 FOR PANEL

FASTENING REQUIREMENTS.

UNDERLAYMENT

ROOF SHEATHING

TRIPLE OVERLAP

AT SIDELAPS

2-2/3" TYP.

#14 x 2 1/2" LONG STAINLESS STEEL

SELF-DRILLING ROOFING SCREW

AND

MINIMUM 1/2" DIAMETER GASKETED

WASHER, TYP.

ROOF NAILER

1 1

/2"

#14 x 1" LONG STAINLESS

STEEL SELF-DRILLING

ROOFING SCREW WITH

GASKETED WASHER

AT 6" O.C. AT SIDELAPS RAFTER


ROOF COVERING ISOMETRIC VIEW

SECTION VIEW

ROOF SHEATHING, NAILER, & ATTACHMENTS

S-7

RIGID THIN INSULATION

government of the virgin islands of the united states · 6077 6077 6077 6077 6077 6077 6077 6077...

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