1655 Sea Oats Dr 2014 garage to livng space F— — — — — — — — — %
22
2014
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EXISTING LEFT SIDE ELEVAITION
SCALE: 1/4" V-0"
32
AM
SEE PERMID F01%ADDI rfr)j4AL
REQ'ifIREMEN'lS ANf)C0NDlTJ0.NS_
NOTES.-
DESIGN LOADS
GENERAL SCOPE OF WORK INCLUDE : A. GRAViTY LOADS:
ROOF LOAD RAFTER ILL 20psf DL 7psf
REMODEL LIVING AREA MASTER BATH. CONVERT GARAGE I
CLNG JST LL lOpsf DL
-5psf U)
INTO PLAYROOM, TOTAL LOAD LL 30psf + DL 12 psf = 42psf z
w It z 0
FLOOR LOAD FLOOR TRUSS LL 40psf + DL 15psf = 55psf
m w
BALCONY LL 60psf + DL 15psf = 75psf
BUILDING 2010 FBC— BUILDING Al
PLUMBING 2010 FBC—PLUMBING CODE
ELECTRICAL 2008 NEC—NATIONAL ELECTRICAL CODE B. LATERAL LOADS1 <1 <1 <1
MECHANICAL 2010 FBC—MECHANICAL CODE WIND LOAD 130 MPH, EXPOSURE 6, ENCLOSED
ACCESSIBILITY 2012 FBC—ACCESSIBILITY
FIRE 2010 FBC — FLORIDA FIRE PREVENTION CODE CONSINU9TION NOTE
LIFE SAFETY 2010 LIFE SAFETY CODE w/ FLORIDA CHANGES I
STRUCTURAL 2010 ASCE-7 THE NEW SOU�HERN YELLOW PINE LUMBER
TYPE OF CONSTRUCTION DESIGN VALUE5. HAVE BEEN USED.
TYPE V B LL
EXISTING FRONT ELEVATION
LEVEL 0 ALTERATION : w
SCALE: 1/4" V-0" w
SQUARE FOOTAGE CALCULATIONS: 1
HEATED EXISTING: 1724 SF. NEW: 2257 SF. PER 2010 FBC� "EXISTING BUILDING", SECTION 405 <
THIS RESIDENCE IS LEVEL 2.
standard 24x36
SCOPE OF WORK:-
1. FLOORING:
A. STAIN CONCRETE: MAN CAVE& STORAGE
B. HARDWOOD: FOYER, DEN, DINING, KITCHEN, HALL&
HALL CLOSETS. ALLOWANCE $8.00 /SF INSTA-LED
- - - - - - C. CER. TILE: LAUNDRY, PANTRY, MASTER E L E C T R I C A L
- - - - - - - - - - - - - - BATH, SHOWER
ALLOWANCE $8.00 /SF INSTALLED L E G E N D
In 2. BASE BOARD: INSTALL 1x6 SQ. EDGE BASE-PAINTED SWITCH
PAINTED
1 3. WALLS: GYP. BOARD
4. CEILINGS: REMOVE ALL POPCORN, REFINISH AND PAINT 3 WAY SWITCH
DUPLEX OUTLET 12" AFF U.N.O.
5. CABINETS & VANITY: WHITE CONTEMPORY w/ CHRO�AE
CD HARDWARE. �6 Q JUNCTION E30X
CD 6. COUNTERTOPS: GRANITE MEDIUM GRADE) 3 CM. - - - - - - WALL MOUNT LIGHT
7. APPLIANCES: ALLOWANCE $4,500. DELIVERED AND LIGHT CEILING MOUNT
a_
INSTALLED.
10 RECESSED CAN LIGHT
8. PLUMBING FIXTURES: ALLOWANCE $4,000. DELIVERED
01
- 0. AND INSTALLED.
1<1 PHONE
J.
9. WINDOWS: WHITE VINYL w/ INSULATED CLASS & SCREENS
EXHAUST FAN (TO OUTSIDE OR ATTIC)
3 -0
MAN CAVE
10. LIGHT FIXTURES, CANS, CLG. FANS, BATH FAN OVP RECESSED LIGHT - VAPOR PROOF
-OVLRP(OUR''
CD ALLOWANCE (MATERIAL ONLY) INSTALLED $150D. COMPUTER AND/OR CABLE OUTLET
:SI-AB.
11. SITE WORK: ALL PAVING IN REAR YARD SHALL BE C3
REMOVED EXCEPT DRIVEWAY TO SHED. OUTLET ABOVE COUNTER
ul
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220 VOLT I w %D
12, DOGGIE DOOR: FURNISHED BY OWNER, INSTALLED Y
o
3068 'W' Eq
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FIBER"' E POWER EX. < 0
ENCH LINEN CABINET 0 0
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HR - - - - - - - - - - - - - - - - - -
LAUNDRY �NO WORK IN PR. 2446 3068 W w
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THIS �/REA 10
KITCHEN -0o NO WORK IN (EX2EPT CLG.)
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(EXCEPT CLG.) THIS AREA CABLE &
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NO WORK IN
THIS AREA
L - - - -si--- - - - - - - - - - - - - - FOYER (EXCEPT CLG.)
- - - - - - - - - --
NO WORK N
00
I (EXCEPT CLG,)
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- - - - - - - - - - -- - - - - -- - - - - - - - -
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NEW FLOOR PLAN ELECTRICAL RLAN—
SCALE: SCALE: 1/4" 1'-o" C-)
1/4" V-0"
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\-HARDIE LAP SIDING HARDIE LAP SIDING 0
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NEW REAR ELEVATION
VATION
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SCALE: 1/4" V-0" SCALE: 1/4" V-10"
standard 2436
(4) 8d COMMON 0 KING
STUD–TO–HEADER, EACH
END AND EACH PLY.
TOP OF HEADERS TO BE
FLUSH w/ BOTTOM OF TOP >
#2 SPF 2x4 CRIPPLE STUDS
BE 2ply 2x6 w/ 0 16" o/c BENEATH HEADER
ALL HEADERS TO
(1) JACK & (2)
KINGS U.N.O. ON A.P.A. OR TECO RATED
STRUCTURAL
PLAN SHEATHING w/ (1) ROW OF
8d NAILS 0 3" o/c. AT TOP
(INTO >'S) AND BOTTOM
(INTO HEADER).
1/2" ALLTHREAD ROD ADJ.
TO KING STUDS EACH SIDE
OF OPENING _> 6'-0"
JACK AND KING STUDS,
QUANTITY PER CALLOUT ON
STRUCTURAL PLAN.
FASTEN ADJACENT KINGS
AND JACKS W/ (2) ROWS
OF 1 Od 0 8" o/c.
cj
X
SISTER 2X6 RAFTER TO EACH FOOTING (SEE TYP OPENINGS GREATER THAN 6' Ll En w to
TRUSS W/ 10 d NAIL AT 12" O.C. FOUNDATION DETAILS) USE 1/2"0 OR 3/8"0 < cq Ln
X 6 z
ANCHORS AT 48" o/c. OR w
1/4"0 TAPCONS AT 32" o/c. z cq
E
TYPICAL OPENING FRAMING
SCALE: 1/2"=l'–O" < 0
C3
Ln
2x4 FRAMING @ NEW 2x CEILING JOIST Lj a Ln 0
24" O.C. IN E TO 2x6 RAFTER
W –( ) lOdATEACH END < J
< cq 't
Ll too _c
R30 BATT \A /yyy Zyyy yy�
INSULATIOP
SOFFITS, FASCIA & A (P a
U L
NX
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W w U)
ROOFING TO REMAIN w 0 J -
UNTOUCHED, to z
I Y\� 0 0
ca --------------------------------------------------------------------------
Z_ ul >
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z 0 00
Z z C3
ko
5/8" GYP, BD, TYP. ci
OR 1/2" CLG. BID.
w
ko
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4 <
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oz U
2,2 g
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00
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t <
0 0 M
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CROSS- SECTION thru DEN Li
SCALE: 3/4" l'–O" 3, <
_j Ln
<
<
CD
WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf)
130 mph, Exposure B, ASCE 7-2010
AREA of OPEN' ING EDGE STRIP (5) INTERIOR ZONE (4)
WIND ZONE INFORMATION : ul
NEG. z
POS. POS. w It 0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, 0 TO 20 SF. NEG. –24.5 18.1 7 3: 3: -
>
ETS THE REQUIREMENTS OF2010 FBC 20.1 TO 50 SF.
AND M Er –22.8 17.3 M w
RESIDENTIA 50.1 TO 100 SF. –20.6 16,4
100.1 TO 200 SF. 75l' –19.1 15.5 <1 <1 <1
"BUI�LDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. 200.1 TO 500 SF. 10' –17.4 14.-/
THIS
BASIC,,' V/,IND SPEED PER ATC WIND (M,P.H,- 3 SECOND GUST) 129 n Pressure I�1.5 –24.5 18."
Soffit Desig
_i9.8
WIND, R19K CATE-GORY
2
BASE DESIGN PRESSURE 15.50 Gcpi =+0.18
EXPOSURE CATEGORY
WIND
INTER� AL PRESSURE COEFFICIENT (ENCLOSED) 0, 18 GARAGE DOORS
-18.4
.4 LL
8' — Mean Roof Height= 20'
+18.3
17.2
4-17.1
,k
standard 24x36
-- ---------