Key entities from the Slab/Foundation Plan:

*   **Dimensions:** 25'-9" x 30'-6"
*   **Slab:** 6" concrete slab
*   **Walls:** 8" C.M.U. wall, 6" Stone Wall Face, Face of Existing Wall
*   **Footings:** 12"x32"
*   **Grade Beams:** 12"x24" @ 10'-5" O.C.
*   **(3) #5B**

Key information from the image:

*   **Plan:** Roof Deck Framing Plan
*   **Scale:** ¼" = 1'-0"
*   **Dimensions:** 32'-6" x 23'-2"
*   **Wall Types:** 8' Stone Wall Face, 8' C.M.U. Wall, Face of Existing Wall
*   **Slab:** 6" Slab
*   **Concrete:** Edge of 6" Concrete Slab
*   **(3) #56**
*   **T4, B1, T3**
*   **Temp 02**

Key information from the image:

*   \#5 dowel in epoxy grout @ 12" O.C.
*   12" conc. roof deck
*   \#3 stirrups @ 6" O.C.
*   (4) \#5
*   8" C.M.U. wall w/ \#5 @ 16" O.C. vert, 4 #9 duro wall ea. Couse
*   3" gap
*   1'-0"
*   10"
*   7'-4" @ 8"
*   face of existing wall

LITTLE ST. JAMES
U.S. VIRGIN ISLANDS

LAUNDRY ROOM STRUCTURAL PLANS & DETAILS



ROOF DECK/C.M.U. WALL CONN.
scale: 3/4" = 1'-0'

8"

<signature> 8' C.M.U. WALL W/
#5 @ 16" O.C. VERT.
#9 DURO WALL
EA. COUSE

3" GAP

EXISTING WALL

ASPHALT
WATER PROOFING

BOWL IN EPOXY
UT @ 12" O.C.

EA

- 3/4" STONE FILL

3D PERF. FIT

TO DAYLIGHT

#5 DOWEL IN BOX

GROUT

G' SLAD

EXISTING

existing
FOOTING

(5) #5

UNDERPIN AS

NECESSARY

#5 @ " O.C.

3'-4"

## C.M.U. WALL/FOOTING. CONN.

scale: 3/4" = 1'-0"

SI

<table><tr><th colspan="3">REVISIONS</th></tr><tr><td></td><td>DESCRIPTION</td><td>DATE</td></tr><tr><td></td><td></td><td></td></tr><tr><td></td><td></td><td></td></tr><tr><td></td><td></td><td></td></tr><tr><td></td><td></td><td></td></tr><tr><td></td><td></td><td></td></tr><tr><td></td><td></td><td></td></tr></table>

PAUL
FERRERAS, PE

STRUCTURAL ENGINEER

P.O.Box 600122
St.Thomas, USVI 00801
Phone (340) 714-5435
Fax (340) 777-5779

e-mail: pierre@vipower.net

NEW YORK LICENSE No 059450
NEW JERSEY LICENSE GE 32849
FLORIDA LICENSE No 56406
VIRGIN ISLANDS LICENSE No 481E

Laundry Room Section:

*   Approx. T.O.S. EL. 56.0'
*   Finished Floor EL. 46.83'
*   12" Conc. Roof Deck
*   6" Slab
*   12"x24" Grade Beam @ 10'-5" O.C.
*   Existing FTG (underpin as necessary)
*   12"x32" footing
*   1'-0" Stem Wall
*   12"x36" footing
*   Ftg. on min. 27 S.F. Firm, Undisturbed Subgrade (Bearing Capacity - V.I.F.)
*   Scale: 1/4" = 1'-0"

(3) #3 STRUPS @ 10 MD.

6 SLAB
46
4 STONE BASE 12' 24"
GRADE
UNDISTURBED SOIL OR BEAM
95% MAX COMPACTION CMM POLY
(G) #G VAPOR BARSCR

<u>GRADE BEAM DETAIL</u>

scale: 3/4-11-0

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF PAUL FERRERAS.
THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED AND PRESENTED FOR USE ON THE SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WITHOUT EXPRESS WRITTEN CONSENT OF PAUL FERRERAS.
THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR REFERENCE PURPOSE ONLY.

WRIR: ge•• I'-Or

DRAWN BY: M. WOOLINGTON
DATE: APRIL 18th, 2010
SCALE: