HomeMy WebLinkAboutPatio Enclousure;c FILE Copy
ENGINEER
flSION DATE
'E SCALE
-11-2021 1 4"=1'-O'
nn
L,L
x
Lij
�M
nrrll�
Dx
J
x
Q
>CN
oc
_
�0-)
wLL-
WC3
z
=
W
�Q:f
L'j
0
Q
L
x
`�
saaaaaaU asaae°a°1B
4 J
�� TATE r i w
O a` i 4f/ s
Oa�eAe eeee�l, aai
SQUARE FOOTAGE
FIO ENCLOSURE
OVER PAGE
-1 OF 5
m
175
GENERAL NOTES
1, CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE' AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO
BE CONSTUCTED WITH ALL APPLICABLE ADMENDMENTS.
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ECT.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION
PROGRESSES.
5. ALL STRAPS AND EXPOSED FASTENERS TO BE STAINLESS STEEL,
FOOTING SCHEDULE
MARK
SIZE
STEEL
REMARKS
O
24' W. X 14' D.
#5BAR @8'
O,C. EA, WAY
O
24' W. X 14' D.
#5BAR @8'
O.C. EA, WAY
FOUNDATION GENERAL NOTES
1. BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12' BELOW FINISHED GRADE,
2, ALL FOOTERS SHALL HAVE MINIMUM 3' CONCRETE COVER WHERE THE CONCRETE IS
CAST AGAINST THE EARTH, OR 1 112' WHERE THE CONCRETE IS FORWARD AND
EXPOSED TO EITHER THE WEATHER OR EARTH.
O / EXISTING SLAB TO RE
Q p IMAIN
�— 4' concrete slab with 6 x 6, 10/10
WWM reinforcing (Fibermesh optional)
over 6 roil visqueen vapor barrier A
and clean compacted and poisoned
fits. (2500 PSF sail). Soil must be
tested for compaction,
—0' 4" F.F, REMOVE EXISTING COLUMNS ONCE NEW WALL CONSTRU
l'� EXISTING JOIST TO BE SUPPORTED BY NEW WALL
REMOVE
, 28'-0'
r
O
r
�__t
NEW FOUNDATION &
4' concrete slab with 6 x 6, 10/10
4" concrete slab with 6 x 6, 10J10 WWM reinforcing (Fibermesh optional) i
WWM reinforcing (Fibermesh optional) over Existing slab ih
0 0" F.F.
over 6 mil visqueen vapor barrier EXISTING SLAB & ROOF TO REMAIN
and ctean compacted and poisoned RAISE SLAB TO MATCH INT. OF HOUSE
fist. (2500 PSF sol). Soil must be EXISTING COV, PATIO —CONVERT TO NEW INT, SPACE
tested for compaction. 1
0' 0' F.F. / l #5 — 18' LONG DOWELS 2 24' O.C. 1
6' FROM EACH END GROUTED SOLID
/ MIN. 6' INTO EXIST SLAB (TYP)
C/
-- — — — — —
,— -- i REMOVE EXISTING SLIDERS
NEW GLASS PARITION
& Vormn�ir XIo' 0' F.F. ESTING WINDIIII QIII WS
WALLS
LEMOVE EXISTING WINDOW REMOVE EXISTING DOOR
INFILL WALL
LEMOVE
IIII �III
EXISTING LOAD BEARING WAU H II II
I I NEW WA14 T41--SP-AN—AC-R9SS—
I 3-2X1?FHEADER` — — — — — —
I � II II II I I
H II
0' 0° F.F.
h te I I
I ( II II it I
--— - — !i II II I
I � F----------�I II
IIII J II I: _:1 E------_1F----I G
I Ili/ II II II I I
i� II II I I
III II II I! I I
II II
III I I F- — _ _ _ _ _ _ _ _ _ 7 J L - -
III i I I - - - - - - - - - - I\ Ifp F-\V/O
II /
i-La II I \ III III / i
i a i I
L___ �
-- ---i I II II I
�I II—_-------------�! I
I IT-
iL------
L-------=__=�__
I� II II
m------7� L-------------a I
NOTE: ALL MASHED LINES ARE EXISTING I I °—
I1� I I
II� I i
II! I I
III I I
NEW UNCOVERED PATIO SLAB
42'-2"
6' EXT, WALL
NEW 4" INT, WALL
NEW 6' EXT. WALL
i
REMOVE EXISTING COLUMNS ONCE NEW WALL CONSTRUCT
XISTING JOIST TO BE SUPPORTED BY NEW WALL
NEW 6" EXT. WALL
® 9'-10" B 5'-7'
6'X6'-8' SLIDER ` a 37X38 HR
(HR7710A)
2'-4'
6' EXT. WALL
ISTING SLAB & ROOF TO REMAIN
:o f—
o N \DBL 2'X6'-8
zo
II- -- -- ----- --- Z—==-------------F
I _ REMOVE EXISTING SLIDERS
I I \ NEW GLASS PARITION
I I
EMOVE EXISTING WINDOW I I REMOVE EXISTING DOOR I I I I!
I I I INFILL WALL I I I I I
LEMOVE EXISTING LOAD BEARING WAIIL I
NEW W49 TO-SP-iN-AGROSS- - -
1 0 3-2Xiy
I � II H II I
I \ II I II I I
I I II II II ill �\ I I
-- I IIII \ I
! fFLL— - — m ®—� O
7 7I
III !I II II I I
III I I I F- — — — — — —
I� II I � III III / I I
L_ _ _ _ � � �uI ILL_ I I
L------------------ I II I
I II I
I l i — — — — — -
I1------ t
-- 1� II I
L_ — — — — — — E ___=� _ _ _
I� II II
I
II II J II
�i II I
NOTE: ALL DASHED LINES ARE EXISTING I I I
it I I
III I I
�11 I I
II I !
III I I
III I I
II I
III I I
III I I
1) I I
III I I
III I
III I I
II I I
II I I
II I I
+II I I
I
I i I---------- --' II
REVISION DATE
DATE
X
W
W
CY
FK
M
(D
V )
OW
U
ll l
z
W
O�
l I 1
<\
SCALE
1 499-1'—O'
>_00
L.LJ LL
w �
1 W
00 a
I a
aaaayeaJ n u eaa,>°ee a
E
,a s,
NO. 43855 ,
rz,
ATATEf F f `Qj %
.o
°,eFs1140R I D G
,10ese0 N A Lrl��aas
eeneeeeeaea
SQUARE FOOTAGE
PATIO ENCLOSURE 347
MASTER BR EXP. 175
FOUNDATION/
FLOOR PLAN
A - 2 OF 5
I
00
PLYWOOD
PANEL
SP6 EA, STUD TYP.
TOP & BOTTOM
WRAP OVER TOP -
PLATE EQUAL
DISTANCE
3-2X12 HEADER
SINGLE TOP PLATE
1♦II
ill
Ili
ll
\I
I
s• a
�
h11
LILI
FULL SID
92X BLOCKING
TRIPLE END STUDS
(TYP.)
— USP PT18F
W/ (18) 10d NAILS EA.
END (TYP. 0 EA. CORNER
OF OPENING). WRAP
AROUND PERPENDICULAR
WALL AS REQ'D.
— 2X FACE
BLOCKING
SP6 EA. STUD TYP.
TRIPLE 2"X6' BOTTOM PLATE
IY rr I'0X7"STAINLESS STEEL WOOD
DETAIL A SCREWS TO BEAMS @ 8' D.C. STAGGERED
SHEARWALL
(W/ OPENING AS REQ'D.)
NOT TO SCALE
WINDOWS
MARINE GRADE LUMBER
a 16" O.C.
INTERMEDIATE BLOCKING TYP,
NAILS EACH STUD
.L WITH R-19 BATT INSULATION
CDX PLYWOOD
OF WALL -PAPER BACKED WIRE
UCCO
OF WALL -DRYWALL
JM PLATE
j'0X7'STAINLESS STEEL WOOD
SCREWS TO BEAMS @ 8' O.C. STAGGERED
AMING SECTION
EXISTING ROOF BEYOND TO REMAIN
SAW CUT EXISTING TRUSS
OVERHANG TO SIT IN BA
PO YGLASS SAP CAP OVER SAV BASE ON HEADER PLYWOOD TO
OVER ELASTOBASE FELT MECHANICALLY
3X3 GALV, TIN -TAGGED TO NEW 5/8' CDX PLYWOOD SHEATHING OVER
DRIP MTLW 2X6 FRANIN!<i 16` D.C.
NEW \\ —MIN. SLOPE 1/8' PER FT.
2X6 SUB -FAS IA NEW 2X6 RAFTER @16' O,C,
2X8 FASCIA // / /
W/lX2 DRIP ALUM, SOFFITS) / R-19 BATT INSULATION —/ 5/8' DRYWALL CEILING
SIMPSON LTS18 / BETWEEN RAFTERS
NEW RAFTERS TO SIT
TO SIT IN BA TRUSS
NEW HEADER BUCKETS(BEAM HANGER) A
FACE OF NEW HEADER
M
NEW
6' P,T. WALL
5/8' DRYWALL W/ R-19 BATT INSULATION
5/8' STUCCO
DEMO EXISTING EXTERIOR WALL -
4-EA, 2X4 POST TO SUPPORT NEW
5 O '
A
A O NEW
THICKENED SLAB EDGE 24"
NEW 4' CONIC, SLAB WIDE X 14' DEEP W/
#5BAR @8'
O,CI EA, WAY
PLYWOOD PANELS SHALL BE ANCHORED TO
STUDS W/Bd NAILS 6' C/C @ PANEL EDGES &
INTERMEDIATE SUPPORTS @ 4' C/C @ CORNERS
NAILS SHALL BE NON -CORROSIVE, GALV. OR
ALUM, OR CASING NAILS. ALL PLYWOOD JOINTS
SHALL SOLIDLY BACKED V/NAILING PIECES OR
STUDS NOT LESS THAN 2' IN WIDTH,
19/32' CDX PLYWOOD SHEATHING
(32/I6) @ EXTERIOR, TYPICAL
MINIMUM TRIPLE STUD SOLID CORNER
ATTACHED TOGETHER W/16d NAILS -- -�
@ 16' C/C MAX. SPACING
2 X 6 @ 16' O/C, TYPICAL
(AS NOTED)
L-Bd CON. @ 6' O.C. TYPICAL UND
8d CON, a 4. OC. a CORNERS
CORNER FRAME WALL
SCALE: N.T.1
DRIVE 10d NAILS THROUGH
FINS NEAR CORNERS &
@ 16' 0/C BETWEEN ALL
FOUR SHIES OR WE
RECOMMENDAT@I
SEALANT
REMOVABLE SHUTTER Slll
ANGLE W/ STUD W/ WING
NUT PER SHUTTER MANUF.
SCHEDULE
STUCCO
SAWN CEIMR
OVER TYVEK HOUSE M
EQUAL OVER
APA RATED SHEATHING
40/20 19/32' EXPOSUR
3-2)(12 HEADER
- 1/2, DRYWALL
WINDOW TRIM SEE DETAIL
HUNG WINDOW
MOISTURE RESISTANT GREEN BOARD
6' STUDS
WINDOW DETAIL
SCALE N.T.1
HANGER) 5/e PLYW
GUSSET TY
EA, CUT TR
NAIL 1.5' 1
4' D.C.
,2X6 LOCK
000000
XISTING TR SSES @24
FOLD BACK GUSSET
FOR BUCKET
3E2X12 HEADER
MDR 6' INTO EXIST SLAB (TYP)
HS - IS- LONG BOWELS R 24' O.C.
6' FROM EACH END GROUTED SOLID
..�SLO
IUTDM
➢aroma
NEW 4' CONC. SLAB
EXISTING CONIC, SLAB AT EXISTING PATIO
NAIL SCHEDULE: 16d NAILS 12'
EA, SIDE - TOP & BOTTOM
STAGGERED
a a O a
(3)2'X12' o 0
o 0 0 o a a
FAIR SITU FRANK
EACH WE
TYP. CPENNG AT M. BEDROOM
HEADER AT M.B.
ANCHOR STUD TO PLATE PATH
SP6 TIE AT EACH STUD
-NEW 6' EXT, WALL
l�L�141[71
NEW OPEN PATIO SLAB
EXISTING ROOF TO REMAIN
NEW EXT. WALL
NEW 6' EXT. WALL
Ill � JL 1 L 1 Y 1 1\ 1
\
Y
L
I�
REMOVE EXISTING SLIDERS
II
II
II
I
i I
I
I
II
II
EMOVE EXISTING LOAD BEARING WAVE
NEW GLASS PARITIBN
if
II
II
II
II
I I
I I
I I
I I
I I
I
NEW WA4 T-O -9RAN-AGRNS-
l
3-2XIP FHEADER
I
I
LL
/m
C
LUl
it
III
II
II
II
II
II
II
I I
I I
L
II
II
II
I I
II'
II
II
II
I-----------
----------� r
fi F-
o
I I
� I
\ III III /
Oli
I I
iil.
II
it
HIIIU
I
L_
---- - - -
I
-
AkHOR STUD
----
� I
TO PLATES VAIN I I
II
LC - - - -
II
- - - - - - - - -
I I
171
SP6 TIES
AT EACH STUD I I
I I
I I
1-------E====i---J
� I
II II II
I�-------_ L----------_-JI
NOTE: ALL DASHED LINES ARE EXISTING 11 II / II
11
II i I
III U,
III I I
III I I
III i I
III I I
III � I I
SImpson Stra,®-Tla CC Column Cap HIP END
for 6z Boom
(6) 5/8 W. Na belts — — — — — — —
I I
I I
I I O I
i I
i I I I
I i I I
ROOF DIAGRAM I I I I
(INCLUDING 2' OVERHANG) I I I I
ROOF DIAGRAM-----t �_----�-
NOT TO SCAIE
GABLE END
3
Q111111111*1
1. DESIGN LOADS IN ACCORDANCE WITH FBC CHAPTER 16.
2. SOIL BEARING CAPACITY, 2500 P.S.F.
3, ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P,S,I, AT 28 DAYS,
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 P,S,I. COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR
SIZE AND STEEL REQUIREMENTS.
5. ROOF SHEATHING TO BE NAILED WITH 10d GALVINIZED OR 8d RING SHANK NAILS OR EQUAL 4' O.C. EDGES AND 6' O.C.
FIELD,
NOTES,
1.)INSTALL PLYWOOD PANELS AS SHOWN ON DTL
2.) SPACE NAILS ® 10" O.C. ALONG INTERMEDIATE FRAMING MEMBERS
FOR FLOORS, & 6" O.C. FOR ROOFS.
4' 3.) ZONES 1,2,3 ARE AS SHOWN ON PLAN.
Ri nr.Klr. iF RFcYn.
2
PLYWOOD FL
ppDIRECTION
WD. TRUV
OR FRAM G.
24" D.C.
ROOF SHEAR D/APHAGM SCHEDULE
FLOOR
PANEL
GRADE
FRAM'G.
TRUSS
SPCG.
MIN.
PANEL
THICKNESS
NAIL SPACING
0
BOUNDRIES
DIAPH
a OTHER
PANEL
EDGES
ROOF
91EARATTEDTHING
Ems. y
MAX.~
5/8'
6" 0 ZONE 1,
6" 0 ZONE 1
4" @ ZONE 3
6' 0 ZONE 2&3
COMMON REMARKS
NAIL SIZE
UNBLOCKED DIAPHRAGM
8d RING
SHANK U.N.O. ON PLAN
REVISION DATE
DATE SCALE
11-11-2021 1/4" =11-01
x
W
OW
`%/
1 / /
G—
W
ji
O�
I—
W
<�}
I
',YYII II Yl111YYf
CENS `.4P
N0.43855 \?
,t I • 1 ,t
r
�SATE /' 4f
. c + 41
SQUARE FOOTAGE
PATIO ENCLOSURE 347
MASTER EIR EXP. 175
ROOF PLAN
DETAILS
A - 3 OF
5
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— - - - - - - - - - - - - - - --
ENGINEER
ZZ :Z- I MC R ENGINEERS
MARINE - CIVIL
I - - - - - - - - - - - - - - - - - - - - - - - - - - - & RESTORATION
- - - - - - - - - - - - - - - - - rr - - rr - - - � - IF- JENSEN BEACH,
11 �l
IL - - IIII
MI I IIL_ FL 34957
III 772-214-4800
Lj L9 REVISION DATE
SCALE: 1/4"=1'0" - - --------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
77
Em
EXISTING ROOF
ZZ
I III II
- - - - - - - - - - - - - - - - - - - - - - -
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I I
- - - - - - --------
I -
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
F
EXISTING ROOF TO REMAIN
- - - - - - - - - - - -
E :
— — — 7F - - --I- - -
I NI li
j
- - - - - - - - - - - - - - - - - -
NEW WALL
II II STUCCO
A= - - - - - - - - - - - - - -
SCALE:
NEW WALL
STUCCO
NEW WALL
STUCCO
F—'-
........... j
SCALE: 1/4"=1'0"
- - - - - - - - - - - - - - - - - -
- - - - - -
- - -
- - -
- - -
- -
- - - - - - -
-RITOF
-E-9-ISTIK
Iqrw Fi
- - - - - -
rr - - -
- -- -
- - -
- - -
- - -
- -
- -
FF=
NEW WALL
Fr--
I F
-71
1
L=®
77 1
STUCCO
JIL II I
rF
�==�JLL=�
rF
IF
IL
-
- =
=
FFr--
I
j, i L
L
7
- - - - - - - Li - - - - - - - - - - - - - - - - - - - - - - -
- - - - -
- - -
- - -
- - -=ij
- -
- - - jl_
DATE
11-11-90?1
I
D
U)
0
1
u
z
III
0
< z
a- �
SCALE
1 Z4"=1'-O'
m
C)
o/
NO. 4a855
7-
-Y]TIATWEIF
0
SQUARE FOOTAGE
PATIO ENCLOSURE 347
MASTER EIR EXP. 175
ELEVATIONS
SCALE: 1 4"=1'0" 1 A - 4 OF 5