HomeMy WebLinkAboutREVISION 8-23-18JOey
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
SCANNED
BY
gtLUdgCOt%* PERMIT#
RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
r78�.32 ��►��.�t� ��.
DETAILED DESCRIPTION OF PROJECT
REVISIONS: n
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BOILDER INFORMATION:
NAME: `) .
ADDRESS: 2i
CITY: 1 D—
PHONE (DAYTIME:
ST. LUCIE CO CERT. #:
ZIP:
FAX:
kc1blel l t Kf Ap—
�*17 z> 3 z 4LI S 62
STATE: t�L ZIP:
O?R FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY:
PHONE
LCCC: 9 RREVIS10"N.
Revised 06/.61301I®/]7
FILE COPY
II
V TOOLED EDGE, PrP.
4' IHICK (MIN.) POURED
w � CONC. (2§PD PS! MIN.)
> W-W:4xW1.4 WMA
roo (OR FlBERMESN)
� i--
ir
(1) p5 BARB CONTINUWS
1._0.
F8 THICKENED EDGE
SCALE: 310" =1'-0"
SCANNED
BY
St Lucie County
�'jI9:
D�S10N
COUNT C
ST' �UCYE F CO B
aEV E USj BvoP - E MpVE
p0't PERMl (IONISE
S Ne OR NO INSP
COpY
AUG �fl18
ST, lutlb ��ufltV, permitting
DRAFTING SFRVICES
SOAN TA PE, 1-LC
PHONE: (772) 237-7942
0]
7
�
�
m
O
O
uHI
Q
a
A
u
w
z
0
�
zU
�
o
0
W
A
w
x
�
w
F�
Q
0
z
4
H
~
U
Z
�
W
�
Q
o
00
W
W
H
�m�
Q
0
Q
aua
W
NFU
ra�
r0
W
PAUL WELCH INC.
MECH-ELEC-CIVIL ENG
1984 SW HILTMORE ST. #114
PORT ST LUCIE', FL 34984
PAUL WELCH,
REG. No. 29945
P.E. FLA
Date: AUG
2
12018
SCALE:
1/4"
= 1'-0"
JOB No:
517-0639
P1B
8" MASONRY WALL, SEE PLAN
#5 REBAR 048" O.C. (MAX.)
& AS SHOWN ON PLANS
10" VERIFY W/
-
3/4"X8" WIDE BLOCK RECESS
DOOR MANUF.
n
4" THICK (MIN.) POURED
CONC.ICK (25 OINPSIPOUM NR)D
0
7-V' _CURB
FINISHED FLOOR
CONC. (2500 .PSI MIN.)
w
FINAL GRADE
FINAL GRADE
a �'
`
^T
z�74
i.�
12" MIN: EMBEDMENT
- - .. --
- - - ---_ ----- _ ----- --- -
- - - -- - 6x6-W1.4xW1 4 WWM
�: ' -. -
12" MIN. EMBEDMENT
BELOW EXISTING GRADE
.,
'
3" MIN.
(OR FIBERMESH)
��,
BELOW EXISTING GRADE'
(2) #5 CONTINUOUS REBAR
1'-6"
CLEAR COVER
6" (TYP.).
THICKENED EDGE
1�-6"
(2) #5 CONTINUOUS REBAR
1'_g"
MIN.
FOOTING WITH (2) #5
MIN.
6X6-W1.4xW1.4 WWM
BARS CONTINUOUS
DOUBLE WITHIN 3 FT.
FROM FOOTING (TYP)
(OR FIBERMESH)
-
F1 EXTERIOR WALL FOOTING �` FOOTING AT OHGD
SCALE: 3/8" = 11•01. T
_ 3 Y2" POURED CONC.�
PORCHSLAB
12" MIN. EMBEDMENT -
BELOW EXISTING GRADE. 7
(2) #5 CONTINUOUS REBAR
MASONRY WALL, SEE PLAN
5 REBAR 048" O.C. (MAX.)
& AS SHOWN ON PLANS
Y4"X8" WIDE BLOCK. RECESS
n s 4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.) j2'" DIA.x10" A.B. 024" O.C,
F.F. MAX. W/7" MIN. EMBED.
2 (MIN.) P.T. SOLE PLATE
/, F. F.
3" MIN.
CLEAR COVER
1�_6,. 6„
MIN.
6X6-W1.4xW1.4 WWM
DOUBLE WITHIN 3 FT. �I
FROM FOOTING (TYP)
(OR FIBERMESH)
EXTERIOR STEP
BEARING
7-5/8" CURB
1
L
z
�k
FINAL GRADE
12" MIN. EMBEDMENT
BELOW EXISTING GRADE 7
(2) #5 CONTINUOUS REBAR
MIN.
SHOWER CURB
SCALE: 3/8" =
4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
,. 8"
:t
6X6-W1.4xW1.4 WWM
DOUBLE WITHIN 3 FT.
FROM FOOTING (TYP)
(OR FIBERMESH)
SCALE: 3/8" = 1'-0"
C.0. 1_� V 2" 2" VTR
2,. �
a
TUB wC L
F6� INTERIOR STEP
NON -BEARING
SCALE: 3/8" = V-0"
2x4 FRAMED NON -BEARING
WALL SEE TYP. DETAIL FOR
CONNECTION TO FOUNDATION
-3 X" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
6X6-W1.4RW1.4 WWM
(OR FIBERMESH)
—(1) #5 BARS CONTINUOUS
:: 3/8" = V-0"
_8" MASONRY WALL, SEE PLAN
—#5 REBAR 048" O.C. (MAX.)
& AS SHOWN ON PLANS
— 4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
]--I
i
3_MJN.
AR COVER
(TYP.).
�-- 6X6-Wl.4xW1.4 WWM
DOUBLE WITHIN 3 FT.
FROM FOOTING (TYP)
(OR FIBERMESH)
4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
6x6-WI.4xWi.4 WWM=�
(OR FIBERMESH)
THICKENED .EDGE
FOOTING WITH (2) #5
BARS CONTINUOUS
3/8" =
A
PLUMBING LEGEND AND ABBREVIATIONS
- — SANITARY SOIL PIPE (BELOW FLOOR SLAB)
DRY VENT LINE BRANCH ABOVE CEILING (RE -VENT)
VTR SOIL PIPE VENT THROUGH ROOF
WC WATER CLOSET (TOILET)
\ NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY LAV: LAVATORY
\ POLYETHYLENE ADHESIVE TAPE.
SHR SHOWER
TUB TUB
SINK
3" VTR \
J KS KITCHEN SINK
' LT LAUNDRY TUB
WASH 2 \
\ DW DISH WASHER
T \3" C.O. CLEANOUT
C.O. T.G. CLEANOUT TO GRADE
\ \ 4" (MIN.) BUILDING SEWER
3' — — — — TSSEWER SL FT STAITIONY
C.O.T.G.
J VTR „ 1
\ V 2"
2" 2„
—3SHR
2' VTJ 4"
3., / UUU
/ 2" VTR \ WG V I`
/ \ f 3 TUB 21
/ 3" SANITARY SOIL/WASTE
DRAIN PIPE (EXACT LOCATION �,
TO BE FIELD LOCATED) /
4
LAV. S LAV.
/ WC
\ q /
LAV.
2" VTR /
J � 3„
/
/
i
' WASTE, DRAIN AND VENT RISER DIAGRAM
SCALE:NTS
" VTR
V 2"
/ LAV. 2„
WC
2
TUB
2 2„ \
311
\ AUTO
\ VENT
3_
�— — KS --
DW
AIR
GAP
F3 CURB SECTION F4 FOOTING
BEAMING SCALE: 3/8" = V-0"
CONCRETE FOUNDATION NOTES
1. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"
SUBGRADE PREPERATION NOTES
1. THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION,
TOP SOIL AND FOREIGN MATERIAL REMOVED.
2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN
MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO
ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB.
3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED
BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS
2" VTR TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE
J ACHIEVED.
4. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT
SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE
UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A
MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY /
LT MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY
TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A
FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE
UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE.
5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY
COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT
DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN C
ACCORDANCE WITH ASTM D-1557. 1
6. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS
Lddi=p
DRAFTING SERI
SOAN SAFFE, LI
PHONE: (772) 237-
www.,�.e.s"�co..s+a"n.
w
ti
O
ti
G
W
�
IrA
Q
a
0
00+
0
0
A
U
H1
a
a
Ga
C4
CG
^
00
m
Go
m
z4d
PAUL WELCH r
NTECH-ELEC-CIVIL
I984 SW BILTMORE t
PORT ST LUCIE, FL
PAUL WELCH, P.E
REG. No. 2994
Date: AUG 2 120
SCALE: AS NO'
JOB No: 517-06
P2
CONCRETE
SLAB EDGE
(VERIFY SIZE—
w/HOMEOWNER)
n
14'-5"
7'-6"
4r-8r,
I
UTILITY SLAB
—11
GRANT
E SILL
25SH
EGRESS
23SH
TEMP.
Is
m I
Is
F8
o
I
I
18,-0"
2,-
6„
N
■
o
DO
Mo
o
BATH
3
°
�I
,n
m K w
00
°
x
9'-1" CLG/TILE
3
o
_�
MEDIA ROOM
N
1
to
N
■
Es � o
o
INVERTED VAULTED/TILE
G
N
J=
CC)
00
X668B
00N
'mm
I
i�
■
0_
N
V)
000
W c0 i
r)
Un
0
r
I
■
n
HB
U�
x&
OUTDOOR
SHOWER
GYM
9' V CLG/CARPET
_LL-LLL\
■
L-4CE
35SH E
I _L
MEDIA ROOM/
BEDROOM #3
VAULTED/TILE
TYPIC L INTERIOR (NON -BEARING)
PARTITION WALLS OF METAL STUDS
@24" O.C. ON 2" P.T. SOLE PLATE
W/1/ " GYPSUM BOARD DRYWALL
(UNLESS OTHERWISE NOTED)
STEAL BEARING:
POST
Zb JY ■
r
c
r
I
FAMILY
11'4' CLG/TILE
4'-3"
GRANT E SILL ITL-10
23SH TEMP. 35SH EGRESS
L-1010
co
L
coI(o 1
0
1
Lo
BEDROOM #2 1 LL
o r_8rr
o VAULTED/TILE 10 RETUR oo
o � ATH #2 ��6� 1 I o
00 9'-1" CLG/TILE 4 1 _ HU #1 <r
O I
WARE �� LINEN 010 1 7—
SHELVES �� 1668B DO F=
00 a
U) W J
= 0 I ETU o
z
cello 40 1 \
�I IHT 28 8 AHU\#2 z
6" WALL 3" VTR O c, ....
o N _ LA{�gRY y ASHER 11 ,RY R CC
WALL OVEN COOKTOP LLOCATION LLOCA ON ,
w/VENT THRU ROOF LA�NDI Y N
MICROWAVE 9'-11, ��G/TILE ;,1
8'-8 20 FIRE '-0'
DRYER CLOSING
2868 VENT 2868 SC
UU
x \\�\
ISLAND aOd ����T0* — —
l0 I[— — —— — — — —�
° N —
KITCHEN Ci
SPA_E o I I I
11'-1" CLG/TILE i DINING ROOM
TRAY CLG./TILE '0-
42" HIGH BAR I I RAISED FLOOR 4"
TOP COUNTER I (4i' T&G PLYWOOD
SHEATHING OVER 2X4 P.T.
SLEEPERS 016° D.C.)
T77 6-1
t DOUBLE DOOR
NOOK G�✓/��G_ I 11,-1„ CEILING y>
11'4' CLG/TILE
10'-7" 3'-8" l,ti\,\,\
-18
H36 SH ■ 2,-Orr
40'x41' CONCRETE SLAB I J z 2' -6" 3'- "
i�
�I
I
�
■
NOTES: �
o
40'x41' CONCRETE SLAB (1Y2"Wx3)/4'H DECKO
DRAIN) (VERIFY SIZE AND LOCATION WITH L`I
I J�
w(4' TRRISEAD V)
8"0x1 O'H (CUT TO Fl7 (ra
ENDURA-STONE COLUMN TIP.) O.� 2'-1
(LOCATE BY HOMEOWN R) OQC9 TL
o
-0 3'-1r' 4'-s" 3'-0" FOYER I mw
14'-1" CLG/TILE op
0
cw
1 0W
O) J
ART NITCH
sy �
HOMEOWNER PROVIDE FOOTINGS PER SHEET P1B I m LIVING
I
o J 11'4' CLG/TILE WOOa' RTRSE)
EAD G�
SCREEN ENCLOSURE BY OTHERS (I
(SEPARATE PERMIT) ■ COVERED PORCH o
O
'x5' CONC. PAD
0 HOUSE
PUMP
my
FILTER
HB
F —1
3 CAR GARAGE
9'-4" CLG/CONCRETE 12" DIA. COLUMN BLOCK OVER 20" SQ.
IIIN
BQ�
MASONRY BLOCK BASE REINFORCED
W/(2) #5 VERTICAL BARS GROUTED
3
IIIN
TI
Uo\
SOLID (2 PLACES TYPICAL)
mcf)
IIIN
-,0
N
�HN
Lace a l
J
M
I I I
■
C)
\ /
I
CD
\ /
\ /
4
xm
HB
8'-0"
= I
CC
3
o
o
T
Lo
T
N�
N
v3'-6'r
Ln
\\
co
/7
I I
Lir III
0� III
P -6
M L-s
M
LowIIIN
Z �w IIIN
w III"
;Of
�Of III
16070 OHG 0 8070 OHGD 178
16'-0" 2,-0„ 8'-0 3'-
1'-4"
(VERIFY SIZE AND LOCATION WITH HOMEOWNER) rn 9'-1"/CONC. L15'-
sc9
z
CC) ro/-6or7,-1„5r-Or,14'-4"SLOPE I 12" SQ. MASONRY PASS—THRU COUNTER 1 0 12" DIA. COLUMN BLOCK OVERLEGEND 1% COLUMN BLOCK STUDY 20" SQ. MASONRY BLOCK BASE
J w/ (4) #5 (MIN.) 266 SC ° 36" AFF o REINFORCED W/ (2)#5 VERTICAL BARS
VERT. BARS GROUTED GRANITE TOP 11'-1" CLG/TILE T
AB 16'-0"H x 8" CMU MASONRY WALL ZI SOLID (4 TYPICAL) GROUTED SOLID 8 PLACES TYPICAL
RAISED FLOOR 4" = N ( )
i7 N �I HALF BATH 0 - SHEATHING OVERw2X4D P.T. N J
r U SLEEPERS 016" O.C.)
21'-4' H x 8' CMU MASONRY WALL a3 0
I 3'—z' 2'-2' 5'-0"WET BAR N -
9
R-13 INSULATION °
INTERIOR 2x4 STUD NON -BEARING
PARTITION WALL p
I S CUSTOM BUILT-IN BOOKCASE (PER MOM WNER) ■
PRE -CAST CONCRETE LINTEL ■ ■ •• gS/iTFM
L-1 DESIGNATION (SEE SHEET-A6) ■ I ��cj' — — — — — — — — — n GJ A V-8"
/�----------{ I ___— qRy
8p aG� / I 2 668 1 r 22" x 36", I .0 H1 N
SOIL PIPE VENT THROUGH ROOF ` P
VTR / IATTC AccESSI ( o
25 SH WINDOW MARK (ALL IMPACT) g2 ♦ / / I I - - - - W.I.C.
(SEE MANUFACTURER'S SPECS ' �4�h j / I I N cb ■
L' / 40688E 28686E
FOR DETAILS) o
V w
N ZI Ic \�` // I N I IN
6080 FR DOOR MARK (ALL IMPACT) al co I MASTER BDRM. I I 5'-1" s'- 4'-
T I Le I x Q3 II ° 4
(6'-O,W x 8 -O'H SPORTS SHOWER �I IN
CD TRAY CLG./TILE U)
OPENING) NOMINAL p I S-
N
7 F8
CONCRETE SLAB EDGE
40'-0"
,2'- 0 28'-8"
I m I I T-1" CLG/TILE
I 1n H- v=i = 5068SLD ^I N
N z 22'-6.r I I 9'-0" I 14'-1 �" • M
m I ■ ■
-------------- W.I.C. ■
y� J----------------� ----- — R2'-
Hi 4N Ss
L --J IP 2'-8"
3 H31;ISH H36S� HB
5' -11„ -13 12'-0" ILL im
25'-9„
3'-2" 43'-8" 3'-101, 1'-4"
3'-6" 52'-0"
86'=2"
BUILDER'S NOTES
1.
GRANITE COUNTERTOPS FOR ALL BATHROOMS, KITCHEN, & WET BAR
2.
GRANITE SILL ® ALL WINDOW SILLS
3.
BUILT-IN UNITS SIZE AND LOCATIONS PER HOMEOWNER BUILDER
4.
WELL CONNECTION
5.
SEPTIC CONNECTION
6.
WHOLE HOUSE AQUASANA WATER FILTRATION SYSTEM TO BE INSTALLED
7.
8"0 X 10'H (CUT TO FIT) ENDURA-STONE COLUMN IN FOYER (BUILDER LOCATE)
8.
CONTRACTOR SHALL PROVIDE LIGHT POLE PER OWNER'S SPECIFICATIONS
MIRROR
o
I
d
0
o
T
(V
II
of
G
9
MASTER BATH VANITY DETAIL
(VERIFY DESIGN w/HOMEOWNER)
AREA TABULATION
LIVING:
4,218
SQ.
FT.
GARAGE:
1,073
SO.
FT.
ENTRY PORCH:
150
SQ.
FT.
COV, PATIO:
418
SQ.
FT.
T TAL:
5,859
SQ.
FT.
UNIT 1 — A/C VOLUME:
27,832
CU.
FT.
UNIT 2 - A/C VOLUME:
18,221
CU.
FT.
Z
CROOF
OVIDE SPRAY FOAM INSULATION AT
K ALL AREAS ABOVE LIVING SPACE Q
5
BEAM HANGER
MAi2K
TYPE
"SIMPSON" HUC410 WITH
(18)-1/4" X 2 3/4" TITEN TO WALL AND (10)-10d
NAILS TO BEAM
ij� .
DRAFTING SERVICES
- SOAN SAFE , LLC
PHONE: (772) 237-7942
.arowvcc�a.com
m rn
m
� o
a h �
w �
(7 3 zz]
A A u W
0 0 0 0
z�
A a
w w w w
f,1 0o co 07 w
ro w H
Q 0 0 0 m
0 0 0 0
z Qaa1
rW
V
z
Z� N
00 O
I A y
V M
0�0
A wU
O AaW
® O
®l Nf�U
I—i 00 a
V)
PAUL WELCH INC.
MECH ELEC CIVIL ENG
1984 SW BILTMORE ST. #114
PORT ST LUCIE, FL 34984
PAUL WELCH, P.E. FLA
REG. . 29945
Date: AUG 2 12018
SCALE: 1/4" = 1'-0"
JOB No: 517-0639
i Al
L
115'—
2'_0„_ 26'-7" lid 16'-2"
n. a -
F1
■ P2 ■
■ ■ ■ — — — ■ ■ _ — ■ ■ TYP. 8" CONCRETE ■ oil I0I___
_ J BLOCK WALL L o
— — — — — — —
/— — o (SEE SHEET—A5/DETAIL.1)
/P2-��
F1 III
■ I N II
F
CJI
P2 I
■ I G
■ BEARING
'• \ POST
2 '-8" 19'-10" —III
1 I III I
POUR IN PLACE COLUMNS 0 0'-0
TOP OF -SLAB
• '� WALL OPN'N/JAMB WHERE III
INDICATED (TYP.)
■ III
#5 VERT DOWEL REINF. ® III
ALL WALL OPN'N/JAMB AND o 0
Ft @ 4'-0" O.C. MAX (TYP.)
Pz �
I i
S-10" x 14' LONG 4" THICK MIN. POURED
CONCRETE UTILITY SLAB WITH THICKEN EDGES
REINFORCED WITH 6x6—W1.4x1.4 WWM
Ft
-P2
WATER FEED LOCATION -
FOR AQUASANA HOUSE FILTER
I �
_
1
I N
4" PVC PIPE SLEEVE
BELOW FLOOR SLAB 1
1
FOR COMPRESSOR SUPPLY
AND RETURN PIPE 1�
, ETUR ,
AH #1
N
I
p
�1
F6
�1
P2
11
RECESS SLAB 4
ll
1 E R
BELOW FINISH FLOOR
17'
' '
3" 3'-6" 2—6f
I I
L—_J
66' X 66" X 36" DEEP (2500 PSI) P2 I
CONC. PAD FOOTING WITH #5 BARS AT
8" O.C. BOTH WAYS TOP AND BOTTOM —4"
(o —
I
N
HB
8'-0'
N
F1 I
■ I TYPICAL- 8" CONCRETE BLOCK WALL III V-0' P2 I i p
REINFORCED W/#5 BARS AS INDICATED ITOP OF SLAB p
HB WITH CONTINUOUS TOP OF WALL BOND � � I I IOn/
°o
BEAM USING (2) 8" "H" BLOCK w/(1) �A
#5 BAR IN EACH GROUTED SOLID \
—6„ 3'-6„
— •• \f F5 III ALIGN W/ROOF TRUSS GIRDER
—------ --- P2-- --- — � III== == == == ==— _= ■
I
1/2" EXPANSION JOINT
SLOPE
1%
e
DOWEL ROD REPAIR NOTES
IN THE EVENT STET HAS BEEN INADVERTENTLY
OMITTED FROM DOWN POUR LOCATIONS, DRILL 6"
INTO CONCRETE (NO CLOSER THAN 33/4" FROM
EDGES AND 5' FROM ENDS OF CAP WALLS).
REMOVE DUST PER MFG'S INSTRUCTIONS AND USE
TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE.
USE EITHER HILTI C-100 OR SIMPSON EPDXY —TIE.
4" THICK SLAB WITH THICKEN
EDGES WITH FIBERMESH
1 III^III VERIFY SIZE
V
P2
BOTTOM EDGE
a
0
44'-4"
BOTTOM EDGE
I
,
(SEE TRUSS LAYOUT PLAN
FOR ALIGNMENT) // F4
P2
F4
Pz
M
■ ■
CD
O
I(0
\
4" THICK SLAB (2500 psi min.) I 2'-10"
F4
IN
`
REINFORCED w/ 6x6 — W1.4xW1.4 WOVWN WIRE MESH
(OR FIBERMESH) ON 6 MIL VAPOR BARRIER OVER I
P2
I
M
F5 _4" h
SLOPE
CLEAN COMPACTED MI PACTED TERTE TREATED 1 - I
P2 2'-6" 3'-0" I PREPARED SUBGRADE P2 I ^ 1/a" /Fr o
I
i�
■
P2 p�P° Il\ O
I
RECESS SLAB 4
■ BELOW FINISH FLOOR EPz 9C'p� \ ■ M
m 9! 1
SLOPE
8'-0"
1 /B" /FT
N I —4" I Ft I N
III P1 I p P2
I
3 —2 -2-2 5 —0 ■ I I N873 I
J6'-2Y2"
I. / I ..
'-8" d
■ I� / �---
/ _4' c
■
Ipi 0'-0"
TOP OF SLAB FZ $F4.
■ 0 • SLOPE. U
F5
/ " /FT u
I P2
LO
TYPICAL 8" CONCRETE BLOCK WALL
REINFORCED W/#5 BARS AS INDICATED \ ■ O
WITH CONTINUOUS TOP OF WALL BOND ■ ■ c
BEAM USING (2) 8" "H" BLOCK w/(1) —4" J ■
#5 BAR IN EACH GROUTED SOLID 0 _
Ft
P2 4'-1 8,-2„
3'-2" 43'-8" 3'-10" 1'-4"
52'-0"
86'-2'
POUR IN PLACE COLUMNS
WALL OPN'N/JAMB
WHERE
INDICATED (TYP.)
F2
F2
FEr:n
_
ij� '
DRAET'ING SERVICE:
JOAN JAF E, LLC
PHONE: (772) 237-7942
A
Q
Q
U
PAUL WELCH INC.
MECH-ELEC-CIVIL EI
1984 SW EILTMORE ST. a
PORT ST LUCIE, FL 349
PAUL WELCH, P.E. FL.
PEG. No. 29945
Datb.UG 2 12018
SCALE: 1/4" = V4
JOB No: 517-0639