PROJECT

- Drawing: FOUNDATION PLAN
- Scale: 3/16" = 1'-0"
- Section callouts: A → S2 (top), B → S2 (left)

Key structural notes / annotations:
- Grade beams (GB) shown across mid and top areas (continuous indicated runs).
- Proposed walls above (noted at left, center partition, and right).
- Verify existing foundation wall (noted at center and right).
- Existing wall to demo (central horizontal wall).
- Existing slab to remain (large central slab) — “possible topping?”
- Existing/exterior walls to remain (right and bottom perimeter).
- Existing stairway at lower-left.

Piers / footings / columns:
- 36" x 36" footing (typ.)
- 12" x 12" pier to footing (typ.)
- 10" x 18" stone column with 4" steel tube to pier

Other symbols:
- Triangular section markers pointing to S2 (A, B)
- Dashed lines indicate walls above or verification lines

Location callouts (concise):
- Top: 36x36 footing and multiple 12x12 piers; grade beams connecting to piers.
- Center: large existing slab to remain; central existing wall to be removed; grade beams and proposed wall alignments.
- Right: verify existing foundation wall; proposed wall above; existing perimeter walls to remain.
- Left: proposed wall above; stairway down at lower-left outside main footprint.

FOUNDATION PLAN

ROOF OVER

GALLEY

8'x24" CONC. BEAM

BEAM

-EDGE OF

<signature> NEW 8' C.M.U. WALL W/ 8" STONE FACE

EXIST. STAIRWAY

NEW 3" RAPTORS @ 24" O.C.

NEW 4x10" RIDGE INSERT

NEW 4x10" RIDGE INSERTS TO FIT

LIMIT OF DEMO

NEW 3x6" RAPTORS @ 24" O.C.

NEW 3x6" RAPTORS @ 36" O.C.

NEW 4x10" HFP

NEW 4x10" HFP

8'x24' CONC. BEAM

EXISTING DECK

BEAM

REBUILD ROOF OVER ROOF

NEW COLLAR TIES

S2 1
S2 2
S2 3

EXISTING

TO
REMAIN

EXISTING PATIO

2 ROOF FRAMING PLAN
82
scale: 3/16" = 1'-0"

LITTLE ST. JAMES
U.S. VIRGIN ISLANDS

KITCHEN STRUCTURAL PLANS

<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:pferreras@vipowemet.net

NEW YORK LICENSE No 059450
NEW JERSEY LICENSE GE 32849
FLORIDA LICENSE No 56408
VIRGIN ISLANDS LICENSE No 401E

ALL INFORMATION CONTAINED
HERIN IS THE PROPERTY OF PAUL
FERRERAS.
THE CONCEPTS, IDEAS, DESIGNS
AND DETAILS AS SHOWN ON THE
DOCUMETS 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.

DRAWN BY:
M. WOOLINGTON
DATE:
13 APRIL 10
SCALE:
As Noted

SI

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