15-5199NOTES:
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORDIA
BUILDING CODE 2014 AND LATEST REVISI❑NS AND THE MINIMUM
REQUIREMENTS OF THE B❑YNTON BEACH BUILDING DEPARTMENT,
2. ALL CONCRETE SHALL BE MINIMUM 3000 PSI COMPRESSIVE
STRENGTH AND REINFORCED WITH FIBER MESH OR APPROVED
EQUAL.
3. CONTRACTOR SHALL USE 1/4" REMOLDED EXPANSION JOINT PER
SECTION 932-1,1 F,D,❑,T. STD, SPECIFICATI❑NS BETWEEN EXISTING
AND NEW CONCRETE AND MAXIMUM 20' JOINTS WITH NEW CONCRETE
4. NEW CONCRETE DRIVE SHALL BE MINIMUM 6" THICK WITH
COMPACTED SUBGRADE
PLAN INDEX
SHEET
SHEET 2 OF
SHEET 3 OF
SHEET
PROPOSED 21' DRIVE
STRUCTURAL DETAILS
ELECTRICAL PLAN
BUILDING ELEVATIONS
shall
the 20 1
F
u � � o i'pG.
CONCRETE FILLED CELLS (TYPICAL)
MAXIMUM 4' ON CENTER W/# 5 BAR
DOWELED TO CONCRETE FOOTER AND
CONCRETE BEAM ABOVE WITH STRUCTURAL
GROUT AND BARS SHALL LAP MIN 36 BAR
DIAMETERS
r 3'X 40
CONCRETE
PAD
(LANDING)
NOTES&
I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE
RESIDENTIAL EXISTING BUILDING AND LATEST REVISIONS,
2. THIS IS A LEVEL 2 ALTERATION IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE,
EXISTING BUILDING,
3. ALL WINDOWS IN BEDROOM 3, SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE
RESIDENTIAL FBCR 310.1 EMERGENCY ESCAPE REQUIREMENTS SILL APPROXIMATELY 32' HIGH,
DOWEL #5 BAR MIN
3' INTO BEAM WITH
HIGH STRENGTH GROUT,
NEW 8' CONCRETE BLOCK WALL
WITH CONCRETE FILLED CELLS
(MINIMUM 3000 PSI CONCRETE
MAXIMUM 4' ON CENTER,
NEW #5 BARS
MAXIMUM 4' ON CENTER
1 1/2' X 8'
RECESS ALONG
EDGE NEW C®NC`
SLAB
DOWEL #5 BAR MIN
3' INTO SLAB WITH
HIGH STRENGTH GROUT.
2 #5 BARS
3' ABOVE
BOTTOM
FOOTER
3a:
WITH PRQPUSF _ ENCLOSED
CARPORT CS _AI Pt If - 411)
d
8'X 12' CONCRETE
FOOTER ALONG EDGE
OF CARPORT
ENCLOSURE
(WEST SIDE ONLY)
1 1/2' FIRRING
STRIPS 210C
WITH R 7 INSULATION
1/2' DRYWALL
0
z
ca
LAP #5 BARS MINIMUM
35 BAR DIA, (22,5'?
RESIDENCE,NEW CONCRETE SLAB (FIBER MESCH) MATCH FF EL OF i
CONCRETE -.O.
NO
DATE
—
SHEE:T TITLE
REVISION
I R E. 0 P,EP-11
PROJECT
SINGLE FAMILY RESIDENCE4
118 NE 6TH AVENUE BUILD
BOYNTON BEACH, FLORIDA
UEN I R� ENGINEERING 9<
LAND SURVEYING
PO DOX 83-2101
DELRAY BEACH, F LORIDA 33483
(561) 302 8983
SHEET 2 OF 4
d
8'X 12' CONCRETE
FOOTER ALONG EDGE
OF CARPORT
ENCLOSURE
(WEST SIDE ONLY)
1 1/2' FIRRING
STRIPS 210C
WITH R 7 INSULATION
1/2' DRYWALL
0
z
ca
LAP #5 BARS MINIMUM
35 BAR DIA, (22,5'?
RESIDENCE,NEW CONCRETE SLAB (FIBER MESCH) MATCH FF EL OF i
CONCRETE -.O.
NO
DATE
—
SHEE:T TITLE
REVISION
I R E. 0 P,EP-11
PROJECT
SINGLE FAMILY RESIDENCE4
118 NE 6TH AVENUE BUILD
BOYNTON BEACH, FLORIDA
UEN I R� ENGINEERING 9<
LAND SURVEYING
PO DOX 83-2101
DELRAY BEACH, F LORIDA 33483
(561) 302 8983
SHEET 2 OF 4
EXISTING
WINDOW
6
EXISTING EXIST
DOOR DOOR
toPROPOSE
to WINDOW
i
3,1'
LlI
NORTH ELEVATION (SCALEi 1' = 40
40.1'
+51,9 PSF
-56.3 PSF
SOUTH ELEVATION (SCALE= 1' = 4`)
EXISTING
WINDOW
EXISTING
WINDOW
EAST ELEVATION (SCALE+ 1' = 4')
CARPORT CEILING
EXISTING CONC BEAM
VOTES,
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE
AND LATEST REVISIONS.
1. ALL NEW DOOR AND WINDOW INSTALLATION SHALL BE IN rAC'CORDANCE WITH THE DOOR AND
WINDOW MANUFACTURES SPECIFICATIONS.
3. ALL NEW WINDOWS SHALL BE IMPACT WINDOWS EXCEEDING THE WIND LOADS AS SHOWN
HEREON,
4, WINDOW AND DOOR MEASUREMENTS ARE FINISH MEASUREMENTS. CONTRACTOR SHALL USE
THE DOOR AND WINDOW MANUFACTURES ROUGH OPENING SPECIFICATIONS.
TEXT
WIND DESIGN VELOCITY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
DIRECTIONAL FACTOR
INTERNAL PRESSURE COEFFICIENT
MEAN ROOF HEIGHT
BUILDING WIDTH
BUILDING LENGTH
ROOF SLOPE
170 MPH
1.00
B
0,85
+OR -0.18
,1g 0.75'
40.1'
26'
4/12
PROPOSED
to
ROPOSE DOOR
INDOW
EXISTING EXISTING
to N 3.1' WOOD SHED COVERED
a® PATIO
3.0'
EXISTING EXISTING CONCRETE
CONCRETE SLAB (EL 17,79)
COLUMN ADDITION FF EL 12,41
(MATCH EX RESIDENCE)
+51,9 PSF +313.9 PSF
-56,3 PSF -42.4 PSF
NO DATE REVISION
SHEET TITLE
WEST ELEVATION (SCALE= 1' - 4`) BUILDING ELEVATIONS
PROJECT 15 2016
EXISTING RESIDENCE
112 NE 6TH AVENUE (BUILDING
NGM
BOYNTON BEACH, FLORIDA
PAN
GENTRY ENGINEERING
LAND SURVEYING) INC,
a
P❑ BOX 83-2101
�. DELRAY BEACH, FLORIDA 33483
i
(5t`) 1) 302 9983 SHEET 4 OF 4