HomeMy WebLinkAboutRevisions; Proposed Lifting of Existing Residence PlansM
DECORATIVE
�4 END POST CAP
® 2" X 6" P.T. W001
I I TOP RAIL CAP
I
I 1 2" X 4" P.T. WOO
I I
f I
I 2" X 2" P.T. WOO
I PICKETS ® 51/2
MAX. 4" BETWED
I I
F6" X 6" P.T. WOOI
I I END POST
I I
I I
I 2" X 4" P.T. WOO
I I BOTTOM RAIL
�I I
TYPE 2 HANDRAIL
NOTE: HANDRAIL TO COMPLY
WITH 2O17 FB.C.
TOP RAIL -
POST CAP
6"X6" END
BOTTOM RAIL
4" THICK CONC. SLAB
MIN. 9.04' N.G.VD.
v- -
2" X 2" X 1/4" ALUMINUM TUBING -
FOR WALL MOUNTED BRACKET
PROVIDE 1/4" TAP CONS 0 6" O.C.
INTO CBS. WALL
EXISTING GRADE —
1/2°' = 19-0"
WOOD FLOOR JOIST
WOOD BEAM
(1) MTSM16 WITH (8)10d NAILS ---�
AND (4) 2 1/4" TAPCONS
0 EACH COLUMN OR HETA16 SET IN
POUR WITH (6)10d NAILS TO WOOD BEAM
12" X 12" C.B.S. COLUMN
3 COURSES HIGH WITH (2) #5 BAR
POURED SOLID WITH 3000 PSI. CONCRETE
DOWEL & EPDXY (2) #5 BAR
MIN. 6" EMBED INTO FDOTER
24" W. X 24" W. X 12" D. COLUMN PAD
#5 BARS @ 8" (EACH DIRECTION)
2" X 6" P.T.
WOOD TREADS
2" X 12" P.T,
WOOD STRINGER
A.C. COMP.
4" CONC, SLAB
8" X 16" CONC. BLOCK—
�VISQUEEN VAPOR BARRIER
FINISH GRADE pl ``-----THICKENED SLAB EDGE 8"
WIDE X 8" DEEP WITH (1) #5 BAR
CONC, FILLED CELLS W/ 1 # 5
BAR HOOKED TO FOOTING & " STEM WALL FTG. 24" WIDE
HOOKED TO THK'D SLAB EDGE ° " X 12" DEEP WITH (3) #5 BARS
IW*m ' - , i
#5 DOWELS ® 8' O.C.
#4 BAR ® NOSING
V�s
"
a
s
s
s
8" X 12" THICKENED SLAB
WITH (2) #5 BARS
97 ;
4" CONC. SLAB
VISQUEEN VAPOR BARRIER
THICKENED SLAB EDGE 8"
WIDE X 8" DEEP WITH (1) #5 BARS
>TEM WALL FTG.24" WIDE
X 12" DEEP WITH (3) #5 BARS
EXISTING ROOF TRUSSES
EXISTING HURRICANE STRAPS
\ \ 1
--------- ---- - -- - --
Gk.
--------- -------- - - - - --
1 �\
EXISTING FASCIA & DRIP EDGE
I II I
II I EXISTING CONCRETE BEAM
I " I
F, II- I r-EXISTING 8" X 8" X 1V CBS WALL
I II I
I-"- I
�rb I CUT LINE 0 EXISTING CBS WALL .
NOTE: THE WHOLE HOUSE IS BEING RAISED & WITH A NEW FLOOR
2" X 12" P.T. LEDGER
ANCHORED TO CONCRETE WALL
5/8" SLEEVE ANCHORS 0 48" O.C.
3/4" T&G SUB -FLOOR ON 2" X 12" JOIST
0 16" O.C. SET N JOIST HANGERS
PROVIDE R-3D BATT INSULATION IN FL. SYSTEM
SIMPSON LUS210 AT EA. JOIST -W-
2" X 12" SHORING UNDER LEDGER
TAP CONCS TO CBS WALL (SEE PLAN FOR LACTIONS)
EXISTING CONCRETE SLAB & FOUNDATION TO REMAIN
DOWEL & GROUT (1) #5 BAR
INTO EXIST, POURED CELL
AT EXISTING POURED CELL LOCATIONS
NEW 8" X 16" CONC. BLOCK WALL
WITH (1) #5 BAR AS PER PLAN
NEW FINISH FLOOR
1125' NAND,
BASE FLOOD (AE 9) 9A' NAND.
EXISTING GRADE
EXISTING FINISH FLOOR
-- ; 7.92' NAND.
DOWEL & EPDXY (1) #5 BAR
MN. 6" EMBED INTO EXIST. POURED CELL
EXISTING FOOTER TO REMAIN
SHEETINDEX
1 NOTES & DETAILS
2 FOUNDATION PLAN
3 FRAMING PLAN
PROJECT INFO,
SITE ADDRESS: 3695 AVE, FT. PIERCE, FL
PROJECT ENGINEER: JOSEPH P. McCARTY
PROJECT CONTRACTOR: BROWNIE COMPANIES LLC
DESIGN CRITERIA
FLORIDA BUILDING CODE: 2020 EDITION
JURISDICTION: CITY OF FT. PIERCE, FLORIDA
ULTIMATE DESIGN WIND SPEED: 160 M.P.H.
NOMINAL DESIGN WIND SPEED: 124 M.P.H.
OCCUPANCY CATEGORY: I I (RESIDENTIAL)
MINIMUM SOIL BEARING PRESSURE: 2500 P.S.F.
NOTE•
1. RELOCATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS BEFORE BEGINNING WORK.
2. THIS FOUNDATION PLAN IS FOR RAISING AND OR RELOCATING STRUCTURE.
LOCATION OF ALL INTERIOR FOOTERS, PIERS AND SUPPORTING WALLS MAY VARY
AND CAN BE PLACED AT THE PROPER POSITION AT THE ENGINEERS DISCRETION
AFTER THE STRUCTURE IS ELEVATED TO DUPLPATE EXISTING LOCATIONS OF
SUPPORTS, AS WELL AS ADD ANY ADDITIONAL c3UPPORTS DEEMED NECESSARY.
3. NOTE, ANY OTHER RENOVATIONS TO THE STRUCTURE OTHER THAN WHAT IS SHOWN
ON THE SUBMITTED PLANS WILL NEED TO BE PERMITTED SEPARATELY.
NOTE: THIS PROJECT IS AN ALTERATIONS - LEVEL 3 ACCORDING TO
F.B.C. FOR EXISTING BUILDING CHAPTER 7.
THE SCOPE OF WORK DOES NOT REDUCE THE STRUCTURAL STRENGTH
OR STABILITY OF THE BUILDING.
THE NEW STRUCTURAL MEMBERS IN THE ALTERATIONS DOES COMPLY
WITH THE F.B.C. 2020
RE�E EOD OR ,
CODE COMPLIANCE
GENERAL NOTES: ST. LUCIE BoCC UNTY
THIS OCCUPANCY SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES,
WHETHER IMPLIED OR NOT IN THIS SET OF BUILDING PLANS
ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
ALL STRUCTURAL FRAMING TO BE HEM FIR #2, SPF #1, SOUTHERN PINE #2 OR
APPROVED ALTERNATE W/ fb=1000 P.S.I. MIN. - NON -STRUCTURAL FRAMING MAY
BE SELECTED SPECIES - "STUD" GRADE
DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS PLUMBING
INSTALLATION, SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE STANDARD PLUMBING CODE, AS WELL AS THE
LOCAL AMENDMENT TO THE STANDARD PLUMBING CODE.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
LcI
nu
•
a
r
—
- w
A
�
N
.—IIII III
U
rn
Q�
d �
cr
o�
1-0
Q
J z
o
w o
® o
lit
o::D cr_
!—
) Cn 04 0.
DRAWN BY
R.C.
DATE
26 MAR 19
7MAY 19
2 JULY 19
11 FEB 2021
27 MAR 2021
1/2" _ 19-0"
1/2" ® 1'-On
48'00
EXISTING CBS. RESIDENCE
210" - 11O0" � 2'0' NEW CONCRETE PATIO EXISTING CBS. RESIDENCE
I I
vi
0
a
PROVIDE (8) - 8" X 16" ENGINEERED FLOOD VENTS 8
" X 160181FLOOD VENT
ODEL 6CS
AS PER CODE (SEE LOCATIONS ON PLAN) 205 SQ. OFCOVERS HOUSE SQ. IFT.
l
—
2,820 SQ. FT. (FOUNDATION) / 205 SQ, FT. PER FLOOD VENT = 14 FLOOD VENTS REQUIRED
14 FLOOD VENTS PROVIDED
NOTE: THE DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTOATIC ENTRY AND EXIT
OF FLOODWATERS AS PER THE 2017 F.R.B.C.
F— — — — — — — — — —
I] oi IQL— IEII 13 Ell
El 6'0
1 Fr
(3000 PSI. CONCRETE) I I 3D
4' THICK CONC, SLAB WITH 6" X 6" 10/10 W.WF.
WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB I
OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE I p I
I
TREATED SOIL(25DO PSF. SOIL) I
I I
I I
I I
I rEll I Ho
4'6' I 7'1* 1
— V(-- 5'gr
INDICATES 8" X 16"—
OPENING IN WALL FOR
VENTILATION. VENT
COVERS BY OTHERS.
8,00
32'0"
810.
NEW CONCRETE PATIO
NEW CONCRETE PATIO
r- —
— — — — —
1 0
E]l 101 IE3
I El
CL
w
8
NEW CONCRETE
STAIRS
SEE DETAIL SHEET #1
C X 16" CONC. BLOCK STEM WALL
---
WITH (1) #5 BAR AS PER PLAN
lwjI
— — — — — — — — — — — — — — — — — — — -
El Ell Ig flini)
JEII
Eol 0
- - --- - - - - - -
- - - - - - --- - - - - - - - --- - - - - - - -
--- - - - - - -
- -
(3000 PSI. CONCRETE)
4!'THICK CONC. SLAB WITH 6" X 6" 10/10 WNF.
WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB
OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE
TREATED SOIL (2500 PSF. SOIL) -
L
loll IIDI
B'o" 7'4"
48" 7'0' 1,13" 6 4!0"
54"
34
k 7-8-
x
'
DOWEL & GROUT (1) #5 BAR
DOWEL
lk
'k
Po L
INTO EXIST, POURED CELL
L
EXISTING POURED CELL LOCATIONS
T EXISTING POUR CELL
:4-
"I
p
vi
cp
32" X 32" ALUMINUM
ACCESS DOOR
AS PER FBC. R408.4
Iii
NOTE: STEEL DOOR FRAME
5?
CAN BE USED AS A HEADER
AND NO LINTEL IS REQUIRED.
R
—MR-0—
It
7'10`
7'10"
EXISTING CONCRETE SLAB & FOUNDATI IN TO REMAIN
7
f — — —
Fl 3'
DOWEL & GROUT (1) #5 BAR
INTO EXIST. POUTED CELL
' AT EXISTING POURED CELL LOI, DNS ATI
I---
113'1
x
r 4
IV,
�i
1/4" = IP-00
FOOTING SCHEDULE
FOOTING SIZE
RE - BAR SIZE & QUANTITY
FOOTING TYPE
A
30" W. X 30" k X 12" D.
#5 BARS @ 8" (EACH DIRECTION)
COLUMN PAD
B
24" W. X 120' D.
(3) #5 BARS
STEM WALL
LLLJJ I I �t)I I ® IiL=jj I LL j I
00
IIr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Ell 117I 101 1E] El
6!0" - - - - - - - - --- - - - - - - - --- - - - - - - --- -
Z EXISTING CONCRETE SLAB & FOUNDATION TO REMAIN
7 -El
Z EXIS LING CONCRE f SLAB & FOUNDATION TO REMAIN
�® 01
7 s —
1 FE�l I® *:q-
lb — — I n (3000 PSJ. CONCRETE)
10'20 VOO L 104" VON 104" Ll'O' L 510" 810"— l'o" 8,100 4" THICK CONIC. SLAB WITH 6" X 6" 10/10 WWF.
WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB I
OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE
TREATED SOIL (2500 PSF. SOIL)
DOWEL & GROUT (1) #5 BAR
INTO EXIST. POURED CELL
AT EXISTING POURED CELL LOCATIONS
2-8- 10'0" VO4 46" 14" 7-4- B'O" I IO'o" 4!0" 54"
— — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
WITH CHAIRS TO LOCATE MESH IN TOP HALF OF SLAB
I
(3000 PS1. CONCRETE)
4" THICK CONC. SLAB WITH 6" X 6" 10/10 WWF.
OVER VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE IIDI IECI
TREATED SOIL (2500 PSF. SOIL) 7
Ir ---------------- mT ----------------------------------------------------------------- I
I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __________I I 0 El B" X 160 CONIC. BLOCK WALL -
EIj Ell 11211 IEII
1 19 El I @ WITH (1) #5 BAR AS PER PLAN
I IE1I1I
L— — — — — — — — — — — — — — — — — — — — — — -- -- — — — — ::I— — — — — — — — — — — — — — — — — — — —
@ 80 X 160 CONC. BLOCK STEM WALL
WITH (1) #5 BAR AS PER PLAN
32'00 34'4"
NEW CONC. PORCH NEW CONC. WALKWAY
cr
71'4" 21'2"
EXISTING CBS. RESIDENCE
EXISTING GARAGE / NEW CONC, STEM WALL
I
I---
m
V) -0
E
D
cn
3
LIJ,
<
ci
LLJ
CD
o
cn
CD
cn c1f,
c)
eD
Im
I DRAWN BY
R.C.
DATE
26 MAR 19
REVISIONS
7 MAY 19
2 JULY 19
11 FEB 2021
27 �R2121
2
4FFT
CONNECTOR SCHEDULE
ID.
MFG'R
MODEL NO.
FASTENERS
UPLIFT
LATERAL
F1 / F2
DOWN
LOAD
STRUCTURE
HEADER /
FACE
JOIST /
TRUSS
1
SIMPSON
MTS16
EMBED
8 — 10d
1
Poo
--
2
3
SIMPSON
LUS210-2
--
6 — 16d
4 — 16d
1
65
--
1 315
4
SIMPSON-t77DUS210
6 - 10d
4 - 10d
1
65
36" HT. RAILING —
DBL. 2 X 10" P.T. WOOD RIM BEAM
(1) MTSM16 WITH (8)10d NAILS AND (4) 21/4' TAPCONS
0 EACH COLUMN OR HETA16 SET IN
POUR WITH (6)10d NAILS TO WOOD BEAM
12" X 12" CBS. COLUMN
4 COURSES HIGH WITH (2) #5 BAR
POURED SOLID WITH 3000 PSI. CONCRETE
DOWEL &EPDXY (2) #5 BAR
MIN. 6" EMBED INTO FOOTER
24" W. X 24" W. X 12" D. COLUMN PAD
#5 BARS 0 8" (EACH DIRECTION)
-. _ A. 1 A
1:
u
f-
C
IMP
DRAWN BY
R.C.
DATE
26 MAR 19
REVISIONS
7MAY 19
2 JULY 19
11 FEB 2021
27 98
sj
SHEET #