205 N. Orange Ave, Suite 301, Sarasota, FL 34236

LEVEL LANDING AREA
(1:48 MAX. IN ALL DIRECTIONS)
CURB RAMP, 1:12 MAX
CROSS SLOPE 1:48 MAX
FLARED SIDES 1:10 MAX SLOPE
DETECTABLE WARNING SURAFCE (WHERE REQUIRED
- RE STATE/LOCAL CODES)

DETECTABLE WARNING SURFACE (WHERE REQUIRED ~ RE:
STATE/LOCAL CODES)

DETECTABLE WARNING SURFACE
(WHERE REQUIRED ~ RE:
STATE/LOCAL CODES)

CROSS SLOPE
1:48 MAX., TYP.

1:48 MAX.

DEPRESSED CURB AND GUTTER

RAMP 1:12 MAX.

RAMP 1:12 MAX.

205 N. Orange Ave, Suite 301, Sarasota, FL 34236

3'-0" MIN.

PAVED PARKWAY

ARCHITECT:

LEVEL LANDING AREA
(1:48 MAX. IN ALL DIRECTIONS)

CURB RAMP, 1:12 MAX.
CROSS SLOPE 1:48 MAX.

3'-0" MIN.

3'-0" MIN.

EXISTING STRUCTURE (WHERE APPLIES)

FACE OF CURB

FACE OF CURB
EDGE OF GUTTER
DEPRESSED CURB AND GUTTER

EDGE OF GUTTER

SITE DETAILS
1/4" = 1'-0"

4' MIN. WIDTH
1:20 MAX. SLOPE
MAX. SLOPE 1:20

FACE OF CURB (BEYOND)
SIDEWALK OR RAMP

1'-0"

1'-0"

DETECTABLE WARNING SURFACE
(WHERE
REQUIRED ~ RE: STATE/LOCAL CODES)

10" TYP.
DEPRESSED
CURB

3/4" EXPANSION JOINT (P.J.M.) - MAKE FLUSH
TO CONCRETE SURFACE

WATER TIGHT STANDING SEAM
METAL ROOF ON 30 LB FELT
PAPER OVER EXT. GRADE
PLYWOOD ON METAL `C' STUDS

SLOPE ONE BLOCK COURSE

EXTERIOR FINISH SYSTEM (E.F.S.)

6" DIAMETER STEEL PIPE, CONC.
FILLED BOLLARDS - PAINTED

4" REINFORCED CONCRETE SLAB
-- SLOPE 1/4" PER FOOT TO
GARAGE DOOR -- REFER TO PLAN

CONCRETE SLAB W/ REINFORCING
-- SLOPE 1/4" PER FOOT TO AREA
DRAIN -- REFER TO PLAN
TURN SLAB EDGE DOWN
1/2" EXPANSION JT. W/ SEALANT

DIAGONAL BRACING EA. SIDE

DUMPSTER ENCLOSURE ELEVATIONS
1/4" = 1'-0"

1. VERIFY DRAINAGE
REQUIREMENTS WITH HEALTH
INSPECTOR
2. PROVIDE CEILING MOUNTED LIGHT
AND DUPLEX OUTLET IN STORAGE
3. DUMPSTER ENCLOSURE
EXTERIOR FINISH TO MATCH
FINISH OF MAIN HOTEL / TOWER
4. ADDITIONAL SPACE MAY BE
NEEDED FOR RECYCLING.
DESIGNER TO COORDINATE
REQUIREMENTS WITH LOCAL
SERVICE
5. INTERIOR WALLS AND CEILINGS
PAINTED FINISH AT MINIMUM

FROST PROOF HOSE BIBB

GRADE, MAINTAIN
POSITIVE
DRAINAGE
TURN SLAB EDGE DOWN

EXTERIOR FINISH
SYSTEM
(E.F.S.)
7'-0"

WESTERN RED CEDAR OR EQUAL

DROP ROD, 1" DIAMETER X 2'-0"
LONG
WITH 90 DEGREE BEND

8" REINFORCED CMU W/
TRUSS TYPE
REINFORCING

NOTES:

REVISIONS
No.

Description

Date

METAL COPING TO
MATCH
ADJACENT WALL COLOR

STEEL GATE POST EACH SIDE

LOCKABLE HASP

8" CMU 'U' BLOCK

10'-0" TO TOP
OF 'U' BLOCK

ALL INTERIOR CMU SURFACES PAINTED

CONTINUOUS REGLET AT
ROOF
FOR COUNTER FLASHING
8" CMU 'U' BLOCK
1'-4"

TREATED WOOD BLOCKING
AT
TOP OF 8" 'U' BLOCK AS
REQUIRED
GALV. GUTTER AND DOWNSPOUT

HOME 2 SUITES

SITE DETAILS 2.0
1" = 1'-0"

METAL COPING TO MATCH ADJACENT
WALL COLOR OVER TREATED WOOD 1X
BLOCKING AT TOP OF 8" 'U' BLOCK AS
REQUIRED

3

SLOPE

BRADENTON, FL.

7" MIN.

90% CONSTRUCTION DOCUMENTS - 04.30.2025

5" TYP.

12" GUTTER FLAG

HOTEL BRAND:

DASHED INDICATES CONC. GUTTER
SOME LOCATIONS

LANDSCAPE PLANTING ALLOW FOR 6" TOPSOIL
OVER SUB-GRADE

ROADWAY

3/8" MAX.

ROLL EDGE PRIOR To STAMPING - TYP.

DASHED INDICATES
CONC. GUTTER
SOME LOCATIONS
5"
TYP.

4"

4" CONCRETE SIDEWALK W/ FINISH
(PER PLAN) OVER MIN. 4"
COMPACTED GRANULAR FILL

ASPHALT (SHOWN) OR CONCRETE
DRIVE AISLE, ROAD OR PARKING
LOT

4" CONCRETE SIDEWALK WITH BROOM FINISH OVER 4"
COMPACTED GRANULAR FILL

ASPHALT (SHOWN) OR
CONCRETE DRIVE
AISLE, ROAD OR
PARKING LOT

6" CURB -- ROLL EDGE PRIOR To STAMPING, TOOL
EDGE AT BROOM FINISHED CONCRETE

2

EDGE OF GUTTER
DEPRESSED CURB AND GUTTER

4"

1

FACE OF CURB
3'-0" MIN.

DESIGN/BUILDER:

3'-0" MIN.

3'-0" MIN.

6'x7' MANUALLY OPERATED
OVERHEAD GARAGE DOOR
TO
EXTERIOR STORAGE SPACE

KRISTOPHER PELOW
AR99671 & ID 6707
PROJECT NO: 210729
DRAWN BY: KJP
CHECKED BY: KJP/EC

ARCHITECTURAL
SITE DETAILS

A1.3