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SITE ADDRESS: 101 WEST WOOLBRIGHT ROAD
BOYNTON BEACH, FLORIDA 33435
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PARCEL NUMBER. 08-43-45-28-13-012-0210
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LEGAL DESCRIPTION
_ CENTRAL PARK ANNEX-BOYNTON LTS 21 TO 23 &: LT 24 (LESS RD R BLK 12
SCOPE OF WORK
REMOVE EXISTING DAMAGED WALL AND FOUNDATION AND INSTALL NEW 6 0
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HIGH WALL SEE DETAIL 2 THIS SHEET
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7 -ELEVEN ADJACENT
PROPERTY) PROPERTY
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STRUCTURAL NOTES:
• SOIL TREATMENT SHALL BE PER FBC 2014, FIFTH EDITION.
• REINFORCING STEEL SHALL CONFORM TO ACI 318 CURRENT EDITION
STANDARD BUILDING CODE REQUIREMENT FOR REINFORCED
CONCRETE" CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI AT 28 DAY. PROVIDE 3/4" CHAMFER AT
EXPOSED CORNERS.
• THE FOOTING/FOUNDATION HAS BEEN DESIGNED WITH AN ASSUMED
1,500 PSF SOIL BEARING CAPACITY.
• DESIGN FOR BASIC WIND SPEED = 170 MPH.
• EXPOSURE CATEGORIES: C
• RISK CLASSIFICATION CATEGORY: II
• WHEN SOIL ADJACENT TO PROPOSED FOUNDATION IS DISTURBED,
COMPACTION IS REQUIRED AS FOLLOWS. BACKFILL MATERIAL SHALL BE
CLEAN EARTH FILL COMPOSED OF SAND, FREE FROM CLODS, STONES,
REFUSE, AND ORGANIC MATERIAL OR A MATERIAL APPROVED BY
ENGINEER OF RECORD. BACKFILL SHALL BE PLACED IN ONE FOOT
LAYERS (COMPACT THICKNESS) AND SHALL BE COMPACTED TO 100% OF
MAXIMUM DENSITY AS DETERMINED BY AASHTO T99.
• CODE REFERENCE: FLORIDA BUILDING CODE FIFTH EDITION (2014)
STRUCTURAL NOTES NTS
LE
#5 @ 16" O.C. FILL CELL
FINISH AND COLOR TO
MATCH EXISTING
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REFERENCE
NORTH
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SCALE: 1" 10'
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INFINITY ENGINEERING
GROUP, LLC
1135 Marbe13a. Plaza Drive
Tampa. Florida 3�� -
[p]: 813.434.47711
[f9: 813.445.4211.
www.iegroup.net
Cert. ®f Auth. No. 27889
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Project No.
Sheet
45-62.00
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Date
02/24/16
Scale
AS NOTED
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OVERALL SITE PLAN
SCALE : 1" = 30'
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REMOVEEXISTING DAMAGED WALL AND
FOUNDATION AND INSTALL NEW 6'-0" HIGH WALL.
SEE DETAIL 4 THIS SHEET
sin. cf�story
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VERTICAL REINFORCING
W/ MATCHING DOWELS IN
FOUNDATION. SEE PLAN
FOR SIZE AND LOCATION.
HORIZONTAL JOINT REINF. @ 16" O.C.
STARTING AT FIRST COURSE ABOVE
FOUNDATION. LAP SPLICES 6".
USE PREFAB. L'S AND T'S AT WALL
INTERSECTIONS.
GROUT FILLED CELL, PLACE
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ONE COURSE KNOCK OUT
BLOCK WITH (2) #5 CONT.
BAR
SET FIRST COURSE IN FULL
MORTAR BEDDING
'�: .• "• --CLEAN OUT OPENINGS AT
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LOCATIONS FOR WALL
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TYP. MASONRY WALL CONCRETE TIE BEAM SCALE
NTS
DRILL
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VICINITY MAP
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LEGEND
HANDICAP PARKING
EXISTING CONCRETE
PROPERTY LINE
EXISTING
PROPOSED
SITE DATA
SITE ADDRESS: 101 WEST WOOLBRIGHT ROAD
(101 SW 15TH AVENUE)
BOYNTON BEACH, FLORIDA 33435
PARCEL NUMBER: 08-43-45-28-13-012-0210
LEGAL DESCRIPTION
CENTRAL PARK ANNEX-BOYNTON LTS 21 TO 23 &: LT 24 (LESS RD R/\M BLK 12
SCOPE OF WORK
REMOVE EXISTING DAMAGED WALL AND FOUNDATION AND INSTALL NEW 6'-0"
1 HIGH WALL. SEE DETAIL 2 THIS SHEET
EXISTING FOUNDATION) —UruLL & CrUAT k/-) H-0 1.�-�^ �.• Q
DOWELS MIN. 6" EMBED SEE PLAN
SCALE
DOWEL CMU WALL DETAIL 2
NTS
STRUCTURAL NOTES:
• SOIL TREATMENT SHALL BE PER FBC 2014, FIFTH EDITION.
REINFORCING STEEL SHALL CONFORM TO ACI 318 CURRENT EDITION "STANDARD BUILDING CODE
REQUIREMENT FOR REINFORCED CONCRETE" CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE Q
STRENGTH OF 4,000 PSI AT 28 DAY. PROVIDE 3/4" CHAMFER AT EXPOSED CORNERS.
• THE FOOTING/FOUNDATION HAS BEEN DESIGNED,,WITH AN ASSUMED ALLOWABLE 2,000 PSF SOIL
BEARING CAPACITY PER PALM BEACH COUNTY'CgIL SURVEY.
SOIL TYPE: ST. LUCIE - PAOLA - URBAN LAND (SANDY SOIL).
• DESIGN SOIL BEARING CAPACITY = 1,556 PSF
• DESIGN FOR BASIC WIND SPEED = 170 MPH.
EXPOSURE CATEGORIES: C
• RISK CLASSIFICATION CATEGORY: II
WHEN SOIL ADJACENT TO PROPOSED FOUNDATION IS DISTURBED, COMPACTION IS REQUIRED AS
FOLLOWS. BACKFILL MATERIAL SHALL BE CLEAN EARTH FILL COMPOSED OF SAND, FREE FROM
CLODS, STONES, REFUSE, AND ORGANIC MATERIAL OR A MATERIAL APPROVED BY ENGINEER OF
RECORD. BACKFILL SHALL BE PLACED IN ONE FOOT LAYERS (COMPACT THICKNESS) AND SHALL BE
COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99.
• CODE REFERENCE: FLORIDA BUILDING CODE FIFTH EDITION (2014)
STRUCTURAL NOTES I NTSLE
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