HomeMy WebLinkAboutRevisions, plans1x12 STRINGER
2x12 TREAD
2x4 HALF WALL
TOP AT 32' ABV.
LEADING EDGE
OF TREAD
DRYWALL
2x12 CARRIAGE 2x4 BLKG.
2x4 STUDS
2x6 SPACER AT 16" O.C.
STAIR STRINGER
DETAIL AT STAIR SIDEWALL
8"x8' NEWEL
POST W/ WOOD
CAP AND TRIM
(TOP AT +70' A.F.F.)
HANDRAIL AT 36' -
ABV. LEADING EDGE
OF TREAD
1x6 WO. CAP .wj
3/8"A" SHOE MOULD _:._,_;. 2x4 HALF WALL -
TOP AT 36' ABV.
2nd AN. FLR
(15) TREADS AT 10 EA.
OPEN TO FAMILY/
DINING BEYOND
1 x12 STRINGER
2x12 TREAD I
1x6 RISER
1' NOSING
202
9" TO FACE OF
FIRST FISER
TOP OF
2ND FIN. FLR.
+10'-0 3/4 AT
1ST FLR. CLG. HT.
lag a +8'-8" A.F.F.
(2) 2x10 BEAM
FRAMING
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10
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Q
POWDER
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rn
LA
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STORAGE
G.B. COLUMNS- 1'-4 BELOW STAIR
TOP +7'-4" A.F.F..
■■ ■■zz—I i P.C. HDR. ABV.- a K - - —
ROT. +7'-4" A.F.F. � A:ST"0U=EE
2x4 P.T_ E OF
LANAf ICKER 8'-2 3 B" TO FACE OF FIRST RiS DOOR
I -CONC. S'� ' 34'-0" STAIR SECTION
SCALE: 1/2"=1'-0"
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00
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8'-8' CLG. M
-
14'-0 7/8'
O
-
1'-3"
4 6 7
7 5/8'
04
NOTE: SEE
LIVING RM.
I
ELEV. SHEET
a
A7.0
CHO- FOR
PLUI
7 5/8'
14!-0 7/8"
FL
RAIN AC
LI yj
OD
1
a
8'-B' CLG_
W
a M.
8'-8" ENI
FLAT CLG_
ARCH SOFFIT
PER ELEV. -
s
INSULATED
WALL
GARAGE
m
8' CLG..
FIRST FLOOR PLAN
SCALE 11,C = V-0'
NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24' O.C. UNLESS NOTED OTHERWISE
NOTE: ALL INTERIOR FRAME HEARING WALLS ARE 2X4'5 AT 16' O.C. UNLESS NOTED OTHERWISE
VENT
MICROWAVE
TO
EXTERIOR
QND
7 5/8'
TOP OF SLAB
0'-D" (REF. ELEV_)
WINDOW SCHEDULE
-._ " -_
DOOR SCHEDULE
o
SIZE
R. 0. `
Q
REMARKS
EXT. DOOR
0
-
SIZE
-
R.O. PPERSUPBLDG
Q
REMARKS
1
3068 SWING
1
AA
35 SH
ELLIPSE TOP
1
MUNTINS
2
6068 S.G.D.
1
EXT. DOOR
A
--
35 SH
1
-
3
2868 SWING
1
2
4
SOIJD CORE W/
SELF -CLOSING DEVICE
INT. DOOR
INT. DOOR
8
-
25 SH
1
4
2468 SWING
C
3450 SH
6
EGRESS
5
2668 SWING
D
t63Q SH
2
OBSC_,TEMP.
6
2868 SWING
2
INT_ DOOR
E
23 SH -
1
7
5068 BYPASS
1
INT_ DOOR
1. WNDOiWS, DOORS, AND GARAGE DOORS SHALL COMPLY
WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY
EGRESS REQUIREMENTS.
g
EN
5068 FOLD
1
INT. DOOR
9
4068 BYPASS
3
INT. DOOR
10
2468 SWING
1
INT. DOOR
11
2068 ENFOLD
2
INT. DOOR
12
2036
1
STOR DR.
13
16070 OVHD_ DR.
1
GARAGE DOOR
DRYER DUCT DOWN
BETWEEN FLOOR JOISTS
AND ROUTE TO
EXTERIOR IN BACK. C
11'-3 1/2'
t 2'-5 1 f2"
BR.4
L 8' CLG.
SHELF
ABV.
r7
- .�
SH M
FRAMED 4 04
9 1 /2
® 0
_
i
5 PLATFORM
R & S SH ®= FOR
R & S 1 HAND
RAILING
AT 36' ABV.
O)S�IG
STAIR N04
AH
® '' 7
11-4
-- -
DO
10
iv
r
- - -
O
1 I
04 5 1/2' �� RI
\ WALL .- -
. �LAV cm LAV. i
ZN-
P T. 2-2X4 - al
in CURB 31 "MIN
2x4
2x4 BL.KG. i
024' O.C.
EDGE OF 2x4
GONG. BLK.
BELOW
TYP. STUD CORNER DTL.
SCALE 3/4' = 1'-0'
8 CLG.
Cm
SHWR
Q
n
I
1/2"
\ _12
I
T'ITC^-ACiES�
G
N 1 36' H. I
V3 KNEE WALL CO
7'-0 t f
N
\ —
1
AI
® ' D_
r
3'-0' 5'-3 1 /2' IS-5 1
-1 1 /2'
M.BR.
8' CLG.
0
19'-0 1
SECOND FLOOR PLAN
NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERVASESCAL€ 1/4 1'-O"
NOT£_ ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" D.C. UNLESS NOTED OTHERWISE
-3 1 /2'
NOTES
1. WOW STUD SPACING: (UNLESS
OTHERWISE NOTED ON PLANS)
-EXTERIOR FRAME WALLS AT 16' Q.G.
-INTERIOR FRAME BRG. WALLS
AT 16' O.C.
-INTERIOR FRAME NON--BRG. WALLS
AT 24' O.C.
-KITCHEN CABINET WALLS AT 16' O.C_
2. FRAME WALLS ARE DRAWN 3 1/2' WIDE
UNLESS OTHERWISE NOTED
3. CONC. BLOCK WALLS ARE DRAWN
7 5/8" WIDE UNLESS OTHERWISE NOTED
4. TOOL CONC, BLOCK JOINTS INSIDE
GARAGE WALLS (BRUSH & CLEAN)
5. DOOR & WINDOW ROUGH OPENINGS
SHALL 13E PROVIDED BY BUILDER
6. TOP OF TYP_ BLOCK WALL +8'-0"
UNLESS OTHERWISE NOTED
7. HEIGHTS ARE MEASURED ABOVE
I TON' OF FOYER SLAB
8. SEE STRUCTURAL NOTES FOR
ADDITIONAL INFORMATION
-XX.X INDICATES WIND PRESSURE IN PSF
FOR OPENING
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R 14CU8T E'K'.�PT ON d911
CitZ1 £CTI WU L BE MADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REOUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODER.
NSWAS OR ATTACHMENTS
ASE ThL bE810NSIfIIIiTV OF THE
CONTAACTOA OF RELOAD
PLAN REVIEW REVISIONS
A BIIiLDIP1 DEPT.
/! a, COMMENTS 6- 1-17
REVISIONS 1-21-18
REVISIONS 3-20-18
2-27-17
MASTER PLAN REVISION
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PROJECT
NO.
15-015-011
DATE DRAWN
DRAWN BY
5-55-17
MCA
WILSHIRE 1800 B2
LIVING
1800 SQFT
GARAGE
384 SQFT
LANAI
160 SQFT
ENTRY
23 SQFT
TOTAL
2367 SOFT
SHEET
RECEIVED
MAR 2 3 ?.018
ST, Lucie County, Permitting
ANCHOR SCHEDULE
(SIMPSON STRONG—T1E PRODUCTS MODEL
DESIGNATION MODEL # ALLOWABLE LOADS
NUMBER)
NAIL PATTERN
SIMPSON
HETA20
< 1810 >
10-10d x 1
1/2
USE SIMPSON
HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS
(U.N.O.)
SIMPSON
MTS12
< 1000 >
14-10d x 1
1/2
USE SIMPSON
MTS12 FOR ALL TRUSS
TO FRAME CONNECTIONS (U.N.O.)
SIMPSON
(2) HTS20
< 2900 >
24-1Od X 1
1/2
TO PLATES
24-10d X 1
1/2
TO STUDS
P.C. LINTEL
BOTT.
7'
In
In
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NOTE: TOP OF
BEARING AT
LANAI +8'-8'
¢• ► •
i
i
SESSIONS
•
•
Jill
I'
olI
I.
•
n
L
•• i • 1
FLOOR FRAMING PLAN
VLR11L:AL IU LINILL UUNNtL:IIUN
SCALE 1 /4' = 1'-0'
PRECAST HEADER SCHEDULE
B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE
MEMBER LENGTH TYPE LOAD UPLIFT
B-1
17'-4"
8F24-1B
1609 PLF
637 PLF
8-2
6'-6"
8F16-1B
3480 PLF
1880 PLF
B-3
5'-4'
8F24-1B
7342 PLF
3607 PLF
B-4
4'-6"
8F16-18
6113 PLF
2724 PLF
B-5
5'-10'
8F16-1B
4360 PLF
2093 PLF
B-6
7'-6-
8F24-1B
5681 PLF
2571 PLF
B-7
4'-6'
8F16-1B
6113 PLF
2724 PLF
B-8
10'-6"
8F16-1B/2T
1247 PLF
1183 PLF
B-9
14'-8"
8F16-1B/2T
1370 PLF
655 PLF
•`• V
BFB-IB BF16-3
TYPE DESIGNATION
F = FILLED VITH GROUT / U = UNFILLED VIE ,._.
QUANTITY OF #5 REBAR AT i •' '
BEITT13M IIF LINTEL CAVITY
m i
8F16-1B/1T
VID�
�z
LQUANTITY [IF #5
INAL HEIGHT REBAR AT TOP
17-5AML�
all
—(2) HETA20
7/16- O.S.B.
SHEATHING
OVER GABLE
END TRUSS-
SIMPSON "LSTA24"
STRAP AT 24" O.C.
TRUSS TO PLATE -
10d NA'.
2X4 CONT. BLKG.
#5 REBAR AT TOP
MIN. (1) REQ'D
. CLEM
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
V. TRUSS BOTTOM CHORDS
DBL 2X4 CONT. PLATE
FRAME WALL GABLE END
ROOF TRUSSES OR 2x RAFTERS
(2)2X W/ PLYWD.
'O.C. CONNECT W/(2)
SPACER BEAM
. COMMO14S TOE -NAILED
AS NOTED PER PLAN
PLATE
SPH4 (TOP
OF PLAN FOR REQ D
PLATE TO STUD
AT EACH MEMBER.
CONNECTOR) TYP.
J/=A
SPH4 (TOP
PLATE TO BEAM
CONNECTOR)
O 16' O.C_ TYP.
2x CONT. STAGGERED
LSTA24
MID -WALL BLOCKING
(BM. TO STUD
(WALLS OVER 10' HT
FLAT
CONNECTOR)
PROVIDE BLOCKING O
TOPP
4'-0" O.C. MAX-
PLAN
NOTE_
TRUSS TO PLATE ANCHOR, STUD
TO TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQ'D
AT INTERIOR BEARING WALLS NOTED
2x STUD O
FRAME OPNG.
ON PLANS AS SUPPORTING GRAVITY
16" O.C.
PER PLAN
TOADS ONLY (NO UPLIFT LOADS).
6'
(PROVIDE (2)
MAX_
CONNECTORS
SPH4 (STUD TO BOTTOM
FOR SPANS
PLATE CONNECTOR)
OVER 6' OR
NUMBER TO MATCH
AS NOTED)
NUMBER OF STRAPS
ABOVE OPENING
\--1/2- DIA. EXP_ BOLT (2 r MIN. EMBEDMENT)
W/ 2' X X' THICK WASHER O 24" O_C_
(PLATE TO SLAB CONNECTOR)
FRAME BRG. WALL TO
SLAB CONNECTOR DETAIL
ROOF FRAMING PLAN
SCALE 1 /4" = 1'-0"
I
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 LL/17 D.L.)
2. ¢2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2- DIA. COUNTERSUNK
ANCHOR BOLTS W/ 2-1/4" MN. EMBED. O 244"
O C VERT O 1 P.T. VERT.
4. SEE FRAMING PLAN FOR PRECAST UNTELS
TYPICAL
5. PERMANENT OR TEMPORARY BRACING OF
TRUSSES PER H1091. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6_ ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FINISH FLOOR
(REF. ELEV. 0'-0')
7. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
8. SEE STRUCTURAL NOTES FOR ADDITIONAL
INFORMATION.
9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE
�1 REVISION
WALL LEGEND
INDICATES INT. BRG.
HT. PER PLAN
NW INDICATES PUNT
ZXXXXX SHELF HT. PER PLAN
INDICATES TOP OF
BLOCK 8 8'-0" AFF
INDICATES SECOND FLOOR
_ EXT. FRAME WALLS W/ 2X4'S
AT 16' O.C.
PLAN REVIEW REVISIONS
QI G DEPT.
COMMENTS 6-21-17
REVISIONS 1 21-18
REVISIONS 3-20-18
2-27-17
MASTER PLAN REVISION
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PROJECT
NO.
15-015-011
DATE DRAWN
DRAWN BY
5-5-17
MCA
WILSHIRE 1800 B2
LIVING
1800 SOFT
GARAGE
384 SOFT
LANAI
160 SQFT
ENTRY
23 SOFT
TOTAL
2367 SOFT
SHEET
A 4wO
i nLi
,fdo3 `313 -
.�_��..-..x-._'.,5�_.—a.k �. - a�S=ism.._ ,_ w .�_ �- ,L•.er =x. _� '�.. i-.��
3 #1 CU THHN OR
AL. EQUI VALEN T
2" CONDUIT
150
ELECTRICAL LOAD
CALCULATION
30 CKT
PANEL
21174 S.F. AT 3 VA
6.2 kVA
--o
2 'SMALL APPLICANCE CIRCUITS
1500 VA EACH 3.0 kVA
METE I
LAUNDRY CIRCUIT
1.5 kVA
50
RANGE
12.0 kVA
1 WATER HEATER
3.0 kVA
A
M C LJC7
DISHWASHER
1.5 kVA
DISPOSAL
1.5 kVA
DRYER
5.0 kVA
SUBTOTAL
33.7 kVA
FIRST 10 kVA AT 100%
10.00 kVA
2" RIGID O.H. SERVICE F.P.L.
REMAINDER AT 40%
9.48 kVA
TOTAL OF OTHER LOAD
19.48 kVA
10 kVA OF AC AT 40%
4.00 kVA
TOTAL
23.48 kVA
NO.
4 CU. WIRE--w
23,480 VA DIVIDED BY 240 V
97.8 A
TO
UFER GRND.
POOL SUB PANEL
30.0 A
TOTAL
127.8 A
USE 150 AMP SERVICE
SCHEMATIC ELECTRICAL RISER
D BACK SERVICE)
1 FOR
NAVE
IECT
COACH LT. COACH LT.
PREWIRE PREWARE
FIRST FLOOR ELECTRICAL PLAN
SCALE 1 /4' = 1
FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY
AMPS 150 AMP BUS AMPS 200
A/C I0T A/C 65,000
CIRCUIT
NO.
CIRCUIT ID
BRK
AMP
WARE
SIZE
A PHASE
A F41ASE
WIRE
SIZE
BRK
AMP
CRCUIT ID
CIRCUIT
NO.
1
A/C
40
B
6
60
HEAT
2
3
A/C
40
8
6
60
HEAT
4
----
5
DRYER
30
10
;
8
40
RANGE
6
7
DRYER
30
10
8
40
RANGE
8
9
REFRIDG
20
12
•
12
20
WASHER
10
-
11
KITCHEN
20
12
12
20
BATH GFI
12
13
KITCHEN
20
12
14
15
BEDROOM ARC
14
15
H-W
30
10
14
15
BEDROOM ARC
16
17
H-W
30
10
14
15
GENERAL LITE
18
19
SPACE
14
15
BEDROOM ARC
20
21
GENERAL LITE
15
14
14
15
WP/GARAGE GFI
22
23
DISHWASHER
20
12
14
15
GARAGE DOOR
24
25
;
14
is
GEWERAL LITE
26
27
14
15
GENERAL LITE
28
29
-
ao
31
-
-
--
32
- 33
34
35
�
36
37
3g
39
=
-
41
+
42
SECOND FLOOR ELECTRICAL PLAN
SCALE 1/4" = 1'-O'
,ii \
f/�\\
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NREVISION
ELECTRICAL NOTES
1. ALL BEDROOMS SHALL 14AVE AFa CIRCUIT PROTECTION
2- ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS
SHALL BE f- PROTECTION UNLESS Nf f
OTHERWISE-
DCTMM OUTLETS WATER •.f.OF GFI
CIRCUIT PROTECTION UNLESS NOTED OTHERWISE
PROVIDE DWONNECTS AT ALL APPLIANCES AND OTHER
EQUPMENT AS REQUIRED, BY N-Er-
•f .p.. w f ! r'r
Fi :li'fY-. 'S 'ff !' yf..•'fJ ';M ,�'.
20
-ff-: f f . > rj. . r
NOTE ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET
APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND
2010 F_B.C.
PLAN REVIEW REVISIONS
1 ILDING DEPT.
C MET 1-17
REVISIONS 1-21-18
3Q REVISIONS 3-20-18
2-27-17
MASTER PLAN REVISION
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A 5wO
NO.
PROJECT
1a-01S-011
DATE nRAwN 5-5-17
DRAWRLBY MCA
WILSHIRE 1800 82
LIVING 1800 SQFT
GARAGE 3$4 SOFT
LANAI 160 sal= r
ENTRY 23 SQFT
TOTAL 2367 SQFT
HVAC PLAN
SCALE 1 /47 = 1'-O'
lmslort4s
eva►aisv ausreowr Hao vawes —
NURRMWS 7w-6or112t tlmi t-t/Y' '�wCpt !ems
I = &a / f: x �.- saiv ..,o omio (W-)
.amen refs cac ommm a ox
AIR COOLED
-'. & caw Lm
awa mw epee ew
UNIT SLAB MOUNTED xr$
8X8
100 CFM
►► r
SUPPLY DUCT
A.H_U_
-7 ET) DRYNhLL STAND
AIR HANDLER DETAIL
® EXH
FAN
6X6
I
50 CFM
1
10X10
R/A
I
RYER
VENT
10X10
0
140 CFM 12X12
Q3 xewgoN
R/A
10`
16D
8
SXS
,
2�
I
x
�`'
�. LINES
RUN IN
—
ATE A (X
FLOOR
5"
g-1
-------i
TRUSSES
---
- -
----
� �
--- -
12
18X18
R /
_
R/A {�
/
10X1D
ww
0011,
�14'
R/A
BXS
75 CFM
1
1
EXH
16X16 I
—
FO
/A
6X6
I
® 1
25 CFM
1
AC-1
EQUIPMENT SCHEDULE:
I10X70
110X70
MFG. CARRIER 3 1 j2 TON
135 CFM
135 CFM
C.U. CH14NA042000
A.H.U. FX4DNFO43TO0
HEAT 05 KW
COOLING CAP. 41.000
HEAT CAP. 38,500
ELECT. 208-230-1
BRKR. CU - 40 AHU - 45
REF. LINES 3/4 do 3/8
S-F-E.R. 14.00
HSPF 8.0
PLAN REVIEW REVISIONS
BUILDING DEPT.
COMMENTS 6-21-17
Q REVISIONS 1-21-18
3Q REVISIONS 3-20-18
2-27-17
MASTER PLAN REVISION
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PROJECT
NO.
15-015-011
DATE DRAWN
DRAWN BY
5-5-17
MCA
WILSHIRE 18M B2
LIVING
1800 SQFT
GARAGE
384 SQFT
LANAI
160 SQFT
ENTRY
23 SQFT
TOTAL
2367 SQFT
SHEET
A 8mO
19 FN +AIII
c
A �f Gy�y 0 k'