HomeMy WebLinkAboutBUILDING PLANGENERAL ADDITION NOTES:
*THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR).
*OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION,
-EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR)
EXAMPLE: EXISTING EXTERIOR FINISHES, TRIM MATERIALS, ETC,
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD.
•M,A. CORSON 4 ASSOC. INC, SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
5TH EDITION FL. BUILDING CODE (2014) FOR
EXISTING BUILDINGS
SUMMARY:
THE ALTERATION AREA HAS BEEN
DESIGNED TO: LEVEL 2
• Section 502 Repairs of the 5th Edition FBC (2014)
Existing BUliding
• less than 50% of the aggreregate area
• The lateral -force -resisting eystem of the existing
structure Is adequate to withstand any new lateral
loads of the new addition per Section 807.6 of the
5th Edition FBC (2014) Existing Buildings.
• The existing residence has hardwired smoke alarms and
the new addition shall be hardwired and Interconnected
to the exist, system where accessible Per R314,3
5th Edition FBC (2014).
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 8
• Chapter 8 of the 5th Edition FBC (2014) Existing Building
4 2014 FBC 4 CHAPTER 6 OF ASCE -1-14
DOOR BUCK ANCHORS
SLIDING GLASS DOOR ATTACHMENT
1x3 P"T. U/OOD BUCK INSTALLATION
114" TAPCONS a 16" O.C, MAX. 4 WITHIN 6"
OF CORNERS OR PER DOOR MANUF.
ATTACH THRU FRAME AND BUCK INTO
BLOCK W/ 1 1/4" MIN, PENETRATION INTO
BLOCK WALL
2x4 f L WOOD BUCK TO CONC,
I/4"x2 3/4" TAPCONS ® 12" O,C, 4 WITHIN
6" OF CORNERS
DOOR FRAME TO 2x F. T, BUCK,
SILL: 1 - 010 x 1 1/2" PH CP SMS CENTERED
AT 6" FROM JAMB"
HEADERS: 8 - 114' x 1 1/2" LAG SCREWS
CENTERED AT 6" FROM JAMB"
JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED
AT 6" FROM HEAD AND SILL.
SWING DOOR ATTACHMENT
2x4 P,T, (UOOD BUCK TO CON!
1/4"x3 1/4" TAPCONS, (STAGGER) SPACE
Is 12" O,G" 4 WITHIN 3" OF CORNERS,
(MIN" 1 1/4" EMBED.)
NOTE.. DOOR BUCKS MUST BE UMMER THAN THE
DOOR JAMBS PER R-6/3.6.
NAILING SC:HEMLE
EDGE
FIELD
ITEM
NAIL SIZE
SPACING
SPACING
NOTES
ZONE 1 4 2
. All Joints In roof decking shall be
All
(so round head
4" o.c.
6" o.c,
w/ min, of 4" wide al
IS/32" CDX
ring shank)
adhering polymer modified bitumen
ZONE 3
Roof sheathing
tape applied directly
(ad round head
4" o.c.
411 o"c"
to the sheathing (secondary water bal
ring shank)
Roof sheathing
8d round head
4" o.c.
N/A
Nall 2x fascia to truss ends w/ (2)
to to of fascia
ringshank
Ibd nallc (minJ
15/3211 CDX
8d
4" C.C.
6" o.c.
Well sheathin
23/32" TIG
IOd
4" o.c.
6" o,c,
Glue all plywood
Floor shall
(ill orequal)
Stud to
2 x 12 header
16d
3 per header ply
Top plate splice
Ill
8 per splice
Plate overlap minimum
24", over I stud
Well metal lath
14 ga„ 1,5" leg,
3/4"
6o.c" along
"
Install lath per ASTM C-1063-9e, self -
furring diamond lath, Overlap paper
crown staples
framing member
1 I/2", overlap lath I" min, at all
ea
Calling 4 soffit
6d x 1/4" head
6" o.c, along
Install lath per ASTM C-1063-99,
metal lath
roofing nails. (1
3/4"
framing member
High ribbed lath
min, embed.
I" min, overlap at el
EDGE
QLu
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RIDGE
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ROOF SHEATHING NAILING ZONES
v
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18' 4"
5' liil' W 011 31' 9,1
-I Is
EXIST. POOL
S' O11 12' 5" DECK 12, 5" 13' 1"
'.
EXIST, WE). POST WRAP
411
W/ 5/8" STUCCO ON P.B.
�MTL.LATHONTYVEK-
_____________________
EXIST. ,
-----------------------------
EXIST., :
-,
_ _
--- -- ____________
1 EXIST NON -LOAD BEARING
______---------_______________________
EXIST.
1
EXIST, SEE ELEV. (4 PLACES)
COL"
COL,
Q WD, POST TO BE REMOVED
COL.
COL"
NEW
(2) SH 25
, ,
:
,,
:
NEW
(3) SH 25
all 2"x5'3"
90.,
C0vERED PORCH
is
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OATH. CLG.
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NEW 8' O" x 8' O".----------- --
SGD ---- ---------
,
1 1 ,
1 ATTACH WOOD BEAM TO EXIST. I II I }
Y CONC, BEAM W/ SIMPSON ND5
1 (ATTACH PER SIMPSON SPECS) I'
It 0.
WALL TO 11 I I
BE REMOVED 1 I
1 1 ICE
MASTER SUITE GREAT ROOM
all ,
11 11 CATH, CLG. WI A I' i Q '
11 011 REMOVE EXIST. LOAD BRG, III ° SINK t
a� WALL -ADD NE 51/4"x20" I'I _____ e_ D1SP_______
ENGIN. WD" G. ON I I CLG. IDLE �. _ _ _ _ _ _ _ _ _ _ _ _ _
--- ---- - ------
, EXIST" BLK. WALL (VERIFY)
REMOVE EXIST, DROP BEAM ONLY CALCULATED W/�' 1 1 e
SOFFIT. VERIFY CL'G. HT,/ GREAT ROOM LOADS. VERIFY III 1 . _ _ _ _ _ _ J • - - - -
SLOPE ON THE JOB. - - - - - ,
h KITCHEN TRUSS BRG, ' I I
;
1 2 1 STRAP ALL EXIST. TRUSSES TO '
11 11 NEW BM, W/ SIMPSON MTSI2 - TYP" I '--
1 , 1 ARCHITECT TO RECALCULATE LOADS) I' I KITCHEN
CATH, CLG,
c
F.
1
WALL TO
BE REMOVED
11
ICI
III
i
EXTEND NEW ENGIN. WD" BM,
'
I—
61 311 , 3' 411
011
TO NEW 3 1/2'l 1/2"xl/4" STL.
REF"
' inin61
IIF
�'
`n
11 POST - ADD CONIC, FTG.
1 SEE DETAIL
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REMOVE EXIST, i
EXTEND WALL AS
,
DBL. DR. '
REMOVE EXIST.
,
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NEEDED FOR KIT, LAYOUT
i
DBL. PKT, DOOR
L
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NEW SINGLE PKT,
1 '
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WIC
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Rr RAIN
AHEAD' PEA ABV.
36"
OPI
TEMP" GL, ON
4" CURB - TYP"
NEW BASE
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-
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SPACE,
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24' S.L
Ill/ 24'
1
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TRAi�
TR
WS
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AB
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13' 1'h"
'
B
10
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1
1 121 9"
9' IO 11
MASTER
BATH
;
B"
LAUN.
'
2' a,I
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REMOVE EXIST.
1---------{`
`.
VERIFY CAB"
Q�
'
1
RAISED PLANTERS -
1
,,
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DESIGN
`
0
TUB
0TEMP,
NEW (3) SH
435 (VERIFY)4' 6"
__________________________________REMOVE_EXIST"-PRIVAQY___------------___.WALL
MN
z x
zN=
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WATER FILT R 4
IRRIGATION BENCH
SYSTEM0
CANT. BEN H
OFF WALL OPEN cNTRL:
BELOW
I AC COND.
suw
v
AREA CALCULATIONS
let FI, A/C Space
2nd FI, A/C Space
560 S,F,
Garage
141 S.F,
Entry porch
136 6,171
Rear porch
__514 S,F,
Total Non A/C
1399 S,F,
Total Under Roof
5116 S,F,
• Contractors to Verify all
footage$
• All areas are calculated
to
outside dimensions,
F_1
GRADE
SHELVES
=SH25
777777777
- - - - - - - - - - - -
NOTE:
CONTRACTOR TO VERIFY
WINDOW TYPE AND SIZES
WITH OWNER. VERIFY SIZES.
WALL LEGEND
® HOLLOW 4 HATCHED =
O EXISTING WALL TO REMAIN
- SOLID = NEW WALLS
---- DASHED = EXISTING
-----------
--------------- WALL TO BE REMOVED
NEW 9' 3" x 6' 4"
(3) SH 26
S' 4"
611
------------------
NEW 6'2"xV3"
6' oll (2) SH 25
21, 514'I
i` 'i
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-------------
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BEDROOM ilili2
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I 1 I 1
I 1 I 1
1 I 1
I 1
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EXIST. POOL
DECK
NEW
all x a,
BENCH SEAT
X1
NEW Hl
W/ STOR.
SHWR
HOOKS 4 SH.
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ASV,
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13, all`'
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RECESS
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B TH 3
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42" WALL
2 4
6, 5i11
1
OUR
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Ell,
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REMOVE EXIST. TUB 4 SHWR.
ENCLOS. NEW SHWR.
N
° IR __
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,__________________________
,
R 4 S m
N
BEDROOM *3
13' 51,
GARAGE
4C COND.
m
----------------
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CART
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SCANNED
m JT LUCIE CCU��a�`
ALL MANUFACTu sHcr
x = U FACTORS AND SHGC PUAI
= m WiTH FBC ENERGY COI MUS
" REMNN ON ALL DOORS D WIN!
APPRO
UNTIL INSPECTIONS ARE
aCONCEALED FASTENERS CR ATTAI
AC coND. ARE THE RESPONSI9 ITY OF
CONTRACTOR OF REGOR
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TRESS PLANS All ALL pA P091to
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DATE : 12/11/1�
DRAWNBY : pJg no
CHECKED : MC
REVISIONS :
24' 6"
26' 41h"
25' O"
3' 51h"
le o
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS:
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
TYPE, SIZE, SPACING 4 EMBEDMENT
BUILDING DESIGN
PRESSURE
EXPIR. DATE
APPROVAL"
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
WINDOWS
(SINGLE HUNG)
SH-700
(IMPACT)
PGT
5/16" x 2 3/4" TAPCONS
EVERY HOLE. ALL WINDOW
SIZES SAME ATTACHMENT.
WORST CASE SCENERIO CALCULATED
+31,4 / -42.0
+80.0 / -80.0
03/26/2021
15-0519,08
MIAMI / DADE
WINDOWS
(FIXED GLASS)
PW-101
(IMPACT)
PGT
3/1(0" x 2 3/4" TAPCONS EVERY HOLE.
+31.4 / -42.0
+80.0 / -80.0
02/19/2019
13-0502,03
MIAMI / DADE
FRENCH DOOR
(ALUMIN.)
FD-150
(IMPACT)
PGT
I/4 x 2 3/4 TAPCONS / "12 HEAD
+31,4 / -42.0
+10,0 / -80.0
02/24/2020
16-0629,16
IN -MIA DApE
SLI G ASS
DOOR
D-1
CI CT)
GT
I/4" x 3/ TAPCONS / HAD
4 / -4
+90. / -90.0
02/ 020
16-062 O
MIAMI /DADE
MULL
BAR
2 X 6 TUBE
MULLION (IMPAG)
PGT
1/4" x 2 3/4" TAPCONS EACH
HOLE
+31.4 / -42.0
+90,1 / -90.1
05/26/2021
I7-0630.01
MIAMI / DADE
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
TYPE, SIZE, SPACING 4 EMBEDM
EVALUATION AGENCY
ROOFING
EXISTING TO REMAIN
-
-
STUCCO
NA
NA
STUCCO ON MTL, LATH
MIAMI / DADE
FAI
A
W
UbQING
D A
GnN P E S
PROJECT/NAME
ADDRESS:
MCKAY RESIDENCE
13414 WAX MYRTLE TRAIL
ARCHITECT
M.A. CORSON 4
ASSOCIATES, INC.
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I.
WIND LOADS BASED ON FLA, BUILDING CODE 2014
8. WALL ZONE (PSF); 4) +66.& / -12.5
(5TH EDITION) 4 ASCE 1-10, AND 2011 N.E.G.
5J +66.8 / -89.5
2,
BUILDING DESIGNED AS: ENCLOSED OPEN
9. GARAGE DOOR (PSF) -+45.0 / -50A
3,
MEAN BUILDING HEIGHT: 19 FT, ROOF PITCH: 6 /12
10, LOADS: FLOOR 60 PSF
INTERNAL PRESSURE COEFICIENT +/- : 0.18
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4.
WIDTH OF END ZONE: 4'
1L SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SPEED: 110 MPH 3 SECOND GUST
YES X NO
5,
BUILDING CLASSIFICATION TABLE 1-1. ASCE 1
12, CONTINUOUS LOAD PATH PROVIDED?
F.B.C. TABLE 1604,5 11
YES X NO
6.
EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1.10 13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
1.
COMPONENTS 4 CLADDING WIND PRESSURE ON:
YES X NO
ROOF ZONE (PSF): 1) +41,3 / -61.0
14, SOIL BEARING CAPACITY: 2500 PSF
2) +35.4 / -106.4 3) +38.4 / -IS1.3
PRESUMPTIVE:_BY TEST: X
15, TYPE CONSTRUCTION (TABLE 601) IIB
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA)
LAYOUT 4 FRAMING DATA
ROOF SLOPE: 61121
CEILING: 0/12
LOADING: 55 ,s.f,
I OVERHANGS: 361ns.
TAILS: sq
X
Plumb
Lj
I HEEL HEIGHT: 6 Ins.
DESIGN PARAMETERS
CODE EDITION : F.B.C. 2014 (5TH EDITION)
OCCUPANCY CATEGORY:
I
EXPOSURE CATEGORY :
B
BASIC WIND PRESSURE :
See schedule
ROOF DEAD LOAD :
15 per
CEILING DEAD LOAD
10 sir
UNINHABITABLE ATTICS W/O STOR.:
10 per
UNINHABITABLE ATTICS W/ STOR.:
(PER F.B.C. R301.5)
20 pair
STUCCO BAND
ATTACH WINDOW TO WOOD
HEADER THROUGH FRAME
W/ 010 WOOD SCREWS
(SCREWS PER MANUF. SPECS)
1 3/5" MIN, EMBED. COVER W/
STUCCO 4 CAULK JOINTS
CONT. BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ.
BEHIND FIN OR FLANGE 4 _
CONNECTION BETWEEN
WIN. FRAME 4 STUCCO.
ALUMINUM WINDOW
5/8" STUCCO ON P.B. METAL
LATH ON TYVEK VAPOR -
BARRIER ON 1/2" CDX PLYWOOD
SHEATHING ON 2x STUDS 0 16" O.C.
HEAD
DRYWALL
BOX CUT TYVEK AT OPENING
AND FINISH ROUGH OPENING
W/ PEEL-N-STICK FLASHING
AROUND ENTIRE OPENING,
FLASHING TO OVERLAP
TYVEK 2" 0 EXTERIOR AND
RETURN TO DEPTH OF ROUGH
OPENING (MIN.)
PER 2010 F.B.C. R103,8 (IA)
INSTALL PER FMA/AAMA 100-12
WINDOW INSTALLATION SPEC,
WOOD SILL W/ SKIRT TRIM
�- VERIFY DESIGN W/ OWNER
DEL, SILL PLATE NAILED TO
2x STUDS 4 SP4 OR 5P6 0
16" O.C.
1/2" DRYWALL
SILL
----------------
------------------------
•
rr
77
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ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Disconnect
,ec
cable tv outlet
calling fan
outlet
outlet spilt
smoke afct co det
sAFCI
CO DET.
smoke detector AFCI
sAFCI
switch
s
s
ATTACH WINDOW TO BUCK /*14
• � •4
THROUGH FIN (SCREWS rat
V /use
PER MANUF. SPECS)
COVER W/ STUCCO 4 O�
CAULK JOINTS
CONT, BEAD OF DAP '
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ. ;
BEHIND FIN OR FLANGE 4
CONNECTION BETWEEN
WIN. FRAME 4 STUCCO,
ALUMINUM WINDOW
s
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS) ,
COVER W/ STUCCO 6
CAULK JOINTS i
CONT. BEAD OF DAP
PREMIUM POLYURETHANE '
ADHESIVE SEALANT OR EQ. ,
BEHIND FIN OR FLANGE 4
CONNECTION BETWEEN
WIN. FRAME 4 STUCCO, i
ALUMINUM WINDOW ,I IL
,
• 4 , . • .
'4 4 Q'c
A
.
•' s O • ,
p• s A 00 C � s
Qb4
5/8" STUCCO s' O �s' O �•'
FINISH - MATCH EXIST,
,
,
,
,
,
,
:
,
FILLED BLOCK CELL OR
POURED CONIC. COL. -
SEE PLANS
ALIGN 2x6 P,T. BUCK W/
EDGE OF ELK, WALL 4
FINISH W/ 3/4" P.T. FUR
STRIPS 4 1/2" DRYWALL
2x6 P.T. WOOD BUCK
ANCHORED TO CON(, BEAM,
SILL 4 WALLS W/ 1/4"x3 1/4"
TAPCONS (STAGGER) SPACE
0 12" O.G. 4 WITHIN 3" OF CORNERS.
(MIN. 1 1/4" EMBED.)
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
ALIGN 2x6 P.T. BUCK W/
EDGE OF BLK. WALL 4
FINISH W/ 3/4" P.T. FUR
STRIPS 4 1/2" DRYWALL
COAT ENTIRE ELK. OPN'G. W/ VULKEM
BaO SEALANT FOR WINDOW FLASHING
PER 2014 F,B.C, (5TH ED,) R103.8 (1.4) SET
2x6 P.T. WD. BUCKS IN BED OF VULKEM
116 LIQUID FLASHING OR EQ. SEALANT.
ANCHOR BUCK6 TO CONC. BM.,
SILL 4 WALLS W/ 1/4" x3 1/4" TAPCONS
(STAGGER) SPACE 0 12" O.C. 4 W/1 3"
OF CORNERS. (MIN. 1 1/4" EMBED.)
COAT FACE AND RETURNS OF BUCKS
W/ VULKEM 350 SEALANT OR EQ. ATTACH
WINDOW THRU BUCK W/ 1/4" TAPCONS
AT EVERY HOLE OR PER MANUF. W/
1 1/4" MIN,
PER 2014 F.B.G. (5TI4 ED,) R103.8 (1.4)
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC.
_WOOD SILL W/ SKIRT TRIM
VERIFY DESIGN W/ OWNER
6" MIN, POURED CONC. SILL
W/ 1 05 BAR W/ B" HOOK
BARS INTO FILLED CELLED
WALL BEYOND (TYP. ALL
WINDOWS)
2QQ=19®00
5
SH
ATH
7N,�-8'I"
G. HT.CC
HALF -WALL
II II
pull down
Ir
AH 5
6H
I
NOTE:
\ LOWER 3 EXIST.
RECEPT. 4 PHONE
JACK.
NOTE:
REMOVE EXIST.
FLOUR. LT, - NEW LT,
BY OWNER INSTALLED
BY CONTRACTOR
........................................... 4J AJ4............:
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:ATTIC ACCE46
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STOR.
STAIR NOTE:
16 EQ. RISERS 0 1,12" . 9'5 3/4"
RAILING 2'10" ABV, EDGE OF TR
1" NOSING TYP.
'
3-2x12 STRINGERS
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a
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IEGRESS
NEW 5 4" x 4 2"
NEW 5' 4" x 4' 2"
(2) SH 2843
(2) SH 2843
4' 8"
•
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.....
-..........................................1'
25, O"
I
WIDEN
WINDOW
AS NEEDED
WIDEN
WINDOW
AS NEEDED
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DATE : 12/II/I-1
DRAWN BY : pJg me
CHECKED : t-ir
N2
NEW 6' F
SCREEN
W/ T' W. STUCCO PNL.,
8" BASE, 4" CAP TRIM.
(TYP, OF 5 PLACES)
NEW YLU. x 5"H, x 12"D. 2'H, x 2'D. x 4"W-
DEC. OUTRIGGERS . DEC. BRACKETS
3' O.G. (TYP.J
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DECOR. ALUMIN.
SHUTTERS (TYP.)
I I NEW NEW
REMOVE ---3p
PRIVACY
WALL I
I I
do" FIN. FL
8"x8" EXIST. COL'S J
BOXED OUT TO 11" x 11"
W/ V W. STUCCO RECESSED
PANEL, 8" BASE, 4" CAP TRIM.
SM, STUCCO FINISH
(TYP. OF 2 -MATCH
EXIST. HOUSE)
(EXIST. CONC.
FLAT TILE ROOF)
MEN
MEN
ONE
son
NEW 8" TRIM W/
4" t 2" TRIM (TYP.)
NEW
NEW
DECOR. ALUNIN.
SHUTTERS (TYP)
(EXIST. CONC.
FLAT TILE ROOF)
NEW
12
11
Il'6 3/4" B.H.
S'5 3/4" FIN, 2ND FL.
5T, B.H.
NEW 6' F
SCREEN
FENCE
O'O" FIN. FL.
DATE : 12/11/11
DRAWN BY pig me
CHECKED Mc
REVISIONS
Pressure treated full length Stud
against 8" x 16" column block, with
precut stud adjacent. Attach both
etude to poured column block with
1/2" x -l" Redheads, or equal, at
24" o.c,. Use Palm Beach County
3" x 3" x 1/4" steel washers at each
bolt,
Hold frame wall 1/2" inside column
blocks so that 1/2" cdx sheathing
butte to block.
SECTION VIEW
Provide 2 05 bare hooked from
footer to tie beam. If "U" block
type beam Is used hook one 05
Into each course, outer bar to
top course, inner bar to bottom
course.
I" \�I:) 1 17.7m I7,4175 IMI 1517 7
0
NOTE%
REMOVE EXIST, LOAD
ERG. WALL INSTALL
ENGIN, WD, EM,
CUT OUT EXIST. SLAB TO
ADD NEW 42"x42"x12" CONIC. '
PAD FTG. W/ 05 BARS 0
(0" O,G. E.W,
EXIST, CONC. ;
SLAB
-
J�=4_o_.=
STRAP EXIST. TRUSSES
TO NEW ENGIN. WD. BM, W/
SIMPSON MT512 TWIST STRAPS
(TYP.)
FRAMING PLAN
8"x8"xIO" HIGH 3/8" STL. SEAT
W/ 4 - 5/5" DIA. THRU BOLTS
VERIFY WIDTH W/ BEAM WIDTH
3.5" x 3.5" x 1/4" STL COL.
SEE PLAN FOR LOCATIONS
CONTRACTOR TO VERIFY
COL, LENGTH
12"xl2"xl/2" STL. BASE PLATE
W/ 4 - 1/2" REDHEADS
(l MIN. EMBED.)
rf imiim .t11�1N I�)I MEANli_
8'P' B_H
a" x 8" EXI°
BOXED OUT
W/ I" W. STUC
all EASE, 4"
SM. STUCCO
(TYP. OF 4 -1
EXIST. HOUSE
O'O" F
03 DOWELS m 32" O.C. x TRENCH
4" WIDTH. DRILL t EPDXY 6" INTO
AX, EDGE OF EXIST. SLAB MID -DEPTH.
I1'6 3/4" B.H_
5'5 3/4" FIN. 2ND FL.
8'1" S.N.
PRIVACY
WALL
Its
1
8
NEW
E 8" x 8" EX
NEW
NEW
NEW NEW
NEW NEW
(.INEW ' PVG
BOXED OU1
W/ l W, STL
8" BASE, 4
SCREEN FENCE
SM. STUCCC
TYP. OF 4
EXIST, HOW
O'O" FIN. FL_
O'O" FIN.
.1
_ - _O'O>_FI
ST, COL'S
TO II" x II"
CCO PNL.,
" CAP TRIM.
FINISH
-MATCH
,E)
N,-FL,
I
z
O
rA
TO
d�
DATE : 12/II/1-1
DRAWN BY pl mo
CHECKED MC
REVISIONS :
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Can Light
Can Light VP
1' VP
Exhaust Fan
®�!
Exhaust Fan w- Light
Meter
METER
Pendant Light
ceiling fan
fluorescent light I x 4
outlet
outlet 220V
outlet gfI
switch
Switch 3 way
$3
wall light exterior
4
wall light Interior
Q
3"
2" VTR
1
1 , 1
1 ♦ 1
1 ♦ 1
1♦' 1
r 1
1 1
1 1
1 1
1 1
1
D4"L(
'LAV2" LAv
2" SHWR,
3"
2011 NEC 210,12 (A)
Arc -Fault Circuit -Interrupter Protection.
Dwelling Unite. All 120-volt, single phase, 15- And 20-ampere
branch circuits supplying outlets installed or devices in dwelling
unit kitchens, family rooms, dining rooms, living rooms, parlors,
libraries, dens, sun rooms, recreation rooms, olosete, hallways,
laundy areas or Similar rooms or areas shall be protected by
any of the means described In the NEC 2011 210.12 (A)lll
through (6)
2011 NEC 406.12
Tamper -resistant receptacles in are required in dwelling units In
all areas as
All 125-volt, specified 5- and O ampere receptacles.
) through (C).
Florida Bullding Code 5th Edition (2014) Energy Conservation
C402.4,6 Recessed lighting.
Recessed luminaires Installed In the building thermal envelope
shall be sealed to limit air leakage between conditioned and
unconditioned spaces. All recessed luminaires shall be IC -rated
and labeled as having an air leakage rate of not more than 2.0
cfm (0.S44 L/s) when tested In accordance with ASTM E 2,53 at
a 1.5-1 per C15 Pa) pressure differential. All recessed luminaires
shall be sealed with a gasket or caulk between the housing and
Interior wall or calling covering.
2" -VTR
1
1
1
1
1
,
31, W.C.
2". VTR
I ,
I I
2" LAV '
'
'
I
21, VTR
, I
1
,
1
'
211 SHWR.
1
3 W.C. 211 LAV
,•
,
1 I
,
311
LAV
1 11
,
2" LAVhI l
IlV_
.�
2" SINK W/
DISP. s DW
(AUTO VENT)
31, W.C.
TUB
4"
ff �2" VTR
,
,
2" LAV 211II TUB
l
3" W.C.
�
4"
2" VTR
p
�
O
,
2" W.M.'
N
O
2" LT:
4" TO SANITARY
RISER
4" C.O.
3,1 3" W.C.
y,--------------------- `d---------------------- ____________�E__________________________________`d___._______________________
----------- 16
COVERED PORCH
CATH. CLG.
I i
RELOCATE EXIST.
FAN TO BE
GREAT/ ROOM
CENTERED BEtWEEN I
SIDE WINDOWS; OATH, CLG. �,� IIIIII IIII IIIIIl
/_---'----�.. ,��,�.'� � ,♦
Y0. , I
MASTER SUITE
I "
�----------�
, I
RECESS
1 1�
,
,
,
+�
,
,
,
-
,
l `11`. 1
RELOCATE I / ICI \\ I i
SWITCHES
r REF. ♦'
,
,
, I,I
,
I�L I
1
' II
, I
„
,
I ml 1 1
IF U xi
U »-�
L
VTR VTlt-
1 .' 17.17
O O O O
AC COND,
1�
� I I
p VP 1 I I
1 I I
I
I I
7'7
I I
` ® I I
I I
I
O T""
p c _ /I
I I
- - - - - - - - - - - - - -
I I
I I
I ,
I ,
I ,
I ,
I I
I ,
I ,
I ,
/ --------------
REMOVE EXIST, PRIV_ACY_______________
WALL
SHWR.
NEW
NEW
W, I.C.
REMOVE EXIST. FAN
NEW FIX. BY OWNER -
INSTALLED BY CG
'-' REMOVE 3 EXIST.
CAN LTG. - REPAIR
CLG.
r-1 1_1
L
V1
,
rr
II 4"wlde
ull d�wnpo
it
1.�r= stair—Jj
GARAGE
CABANA
CART
AC COND.
AC CONO.
i
,
i
Upp U� U
07
ON iy 0S E E U
a N m m, W tl
�Nz O— 'o m m 0
_ mww ,p
W got
�O— m 0 0 O
O4� Qow
ULQ im'amm33L _°
DATE 12/11/11
DRAWN BY pJg mo
CHEC%ED MC
REVISIONS
FLU1" iSING RISER DIAGRAM
VENT TO REAR OF STRUCTURE
CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE
IS' 4"
31, 9"
21' 5tt"
v
v
BATH
II
m � I
�I1
v
m
14' l"
Bloll
4"
______________ __.
,
i
,
I,
,
,
31 4,1
12' 5" L 12' 5"
4
1�4.4
___________________________________
1
STL. POSTS '
BOXED OUT TO BXB ,
(TYP. OF 5 PLACES)
I, 1
i
COVERED PORCH
CATH. CLG,
I
II
i
I
22' 1"
i
I
11
II
GREAT: ROOM
BREAKFAST
CATH, CLG.
I
1
,
�
O
12
/
�•'
6� / 0'I
'
L RIDGE
— — — — — — — — — — — — — ^—
'
DW
l7'
: 00 1
�\
KITCHEN
CATN. CLG.
Kc
ni
,
1
I
1
1
REF. ,'
------------
v
'
m
3' 011 4' 0" 3' 011
i
,
---------
-------
- FOYER--1---- 1
III CLu
W m I _
II .I N `fll i7 0 W\ 1 1
IV
s la 4
1
II
1 1
R DINING
TRAY CLG. �q 1
13' l'h" 12' 9" 9' 10"
HIS BATH
—
m Q I' 6' 2' O' m
L UNDR
o f
9' ll"
O
O
m
3' 4"
6' BkJ"
W,I.C.
N �q
� I �
L --- II
RtS
N
BEDROOM
13' e"
,
GY
UP
1
1 -
O
1 I I 1 r
I 1 I 1 1 1 1
1 1 I 1 1 1
GARAGE
23' all
S,
m
3' 4" I 2'
CABAN
m Ii
�CART
6' S z"
v
v
AC COND.
O
S
DATE 12/II/Il
DRAWN BY pJg me
CIWI ED : nc
REVISIONS
246"
26' 4kJ"
25' O"
3' 5 5"
6 O H.
PRIVA(
EXISTING I'�EAR �LEVATIUN 1 /"= "(1)
DATE 12/11/1-1
DRAWN BY pjg me
CHECKED Mc
REVISIONS
XISTIN(� FROWT"ELEVATION
9' T_BRG. H7._
M.
12
GONG TILE
MATCH EXIST.
/
/
/
/
12' 1" BM, HT, 12' 1" B.H.
I1'6 3/4" B.H.
9'53/4" FIN, 2ND FL_
FIN. FL._
'—
&'H. PRIVACY WALL
O'O" FIN. FL_
I
I
I
I
I
I
I
I
I
1
I
I
I
100"0161111 ON � � � �: � � � � : � � � � � � 1�1 � I!:: I � � I `0�01 M
IT& 3/4" B.H_
9'5 3/4" FIN, 2ND FL.
BT' B.H.
—gL i" BRGs HL
ST' B.H.
0'0" FIN, FL.
—0'0" FIN,.
L—t
FL,
m
z
It
an
i
O
O
U
DATE 12/11/1-1
DRAWNHY : pJg mo
CHECKED Mc
REVISIONS
mlT NG RIGHT "'1:L VATIOO