HomeMy WebLinkAboutPLANSGENERAL ADDITION NOTE8:
IT E DE NT IN - THESE FLAN8 MAY NOT BE
TAILS CO A ED F'EP
EXAC LL D fDR10f;R To C
I T AND 5HA BE VERIFIE ANY _ONSTRUCTION
BY OWNER ANDIOR CONTRACTOR �5Ue_CONTRACTOR),
#OWNER AND/OR CONTRACTOR (SU15-CONTRACTOR) SHALL NOTIFY
ARCHITECT OFANY D16CREFANCIE5 FRIOR TO STARTING
CONSTRUCTION.
-EXISTING CONDITIONS ON ADD ITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR)
EXAMFLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHE&, TRIM
MATERIALS, ROOFING MATERIALS, FASCIAS, ETC.
#OWNER ANID/OR CONTRACTOR (SUB -CONTRACTOR) 18 RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS FER SUIE3DIV15I0N'5 ARCHITECTURAL REVIEW BOARD,
,M.A. CORSON 4 ASSOC, INC. SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
#CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS,
OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR
CONTRACTOR, 15 RE6F`ONS15LE FOR PROVIDING SETBACKS,
EASEMENTS, LOT COVERAGES, ETCJ
cin
03 DOWELS 10 32" O.C. x TRENCH
WIDTH, DRILL 4 EPDXY 6" INTO
DGE OF EXIST. SLAB MID-DEPTW,
a
*B BAR ro MIL. VAPOR BARRIER ON
CENTERED COMPACTED 4 TREATED FILL.
SLAB ON GRADE PATCH 3/499=19(
NOTE: SLAB PATCH FOR MECHANICAL TRENCHES - MATCH
EXISTING THICKNE55 BUT NOT LESS THAN 4"
6TH EDITION FL. BUILDING CODE (2011) FOR
EXISTING BUILDINGS
,SUMMARY.
THE ALTERATION AREA HAS BEEN
DESIGNED TO: SECTION 505 ALTERATION - LEVEI 3
• Section 502 Repairs of the 6th Edition F15C (2011)
Existing eulldimcl
• more than 50% oF the agerereeate, area
• The lateral-force-realsting s9etem of the existing
structure Is aclaquate to withstand ang new lateral
loads OF the new addition per 5ection SO1.4.2 of the
loth Edition FBC (201-1) Exiatine Buflcllnes,
• The. existing residence has hardwired Bmoke alarms and
the new addition shall be hardwIred and Interconnected
to the exist. eSstem where accessible Per R314.3
roth Edition F5C (2011),
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER
I Chapters -1, a 4 a of the 6,th Edition F5C- (201-1) Exletinq
Building 4 2011 FIBC 4 CHAPTER ro OF A5CE 1-10
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Garba53s Disposal
0
outlet
outlet 220v
'utl't 5�rl
.'I l,'
5ULDING DATA 4 IDE81GN PRESBURE SCHEDULE
FROJECT/NAME
MYER RESIDENCE
ARC;41�7
M.A, CORSON 4
ADDRESS:
1
11
ASSOCIATES, INC.
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
1,
WINE) LOADS BASED ON F�B�C. 201-1 (OTH ED.)
a. WALL ZONE (PSF)� 4) +31,4 / -34.0
--42o
4 ASCE 1-10, AND N.E.C. 2014
5T7174 7
2,
BUILDING DESIGNED AS: OPEN
e, GARAGE DOOR (1-8177-7213 / -2e,)
3,
MEAN BUILDING HEIGHT; 24 FT. ROOF PITCH: 6 /12
10, LOADS: FLOOR 60 PSF
INTERNAL PRESSURE C5E—FICIEENT 0.10
ROOF/DEAD IS PSF ROOF LIVE 30 PSF
4,
WIDTH OF END ZONE: 4'
11, SHEAR WALLS CONSIDERED FOR STRUCTUREI
WIND SPEED: ALT. MO MPH 3 SECOND GUST -
YES X NO
NOMINAL: 132 MPH
12. COI,[TINUOUS TOAD PATH PRoviDFD7
5,
BUILDING CLA561rICATHTN TABLE 1-1. ASCE -1—
YES X NO
F,5,C. TABLE IroO4.5
13. ARE COMPONENT 4 CLADDING PETALS FROVIDED7
6,
EXPOSURE CATEGORY: 5 ADJUSTMENT FACTOR: 1.00
YES X NO
'T,
COMPONENTS 4 CLADD1i7G—W1Nr> PRESSURE ON: —
14. 5011.75—EARIII�GCAPACITY: 2500 PSF
ROOF ZONE (PSF); 1) +15J / -20.0
PRESUMPTIVE: By TEST: X
2) 415,1/ -50.2 3) -18,1 / -e8,4
15, TYPE CONSTR12TION (TABLE=601) IIS
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA)
j)
J)
J)
W
(3 X1 W, 1.(�'
I-q 0 - .
.q
MA5TER ------ =
5EDR00M
ENTRY - --------------------
------------- - -----
DEN
F.R.
eEDROOM
------------------------------------ -----------------------------
FOYER eEDR00M 02
-----------------------------------------------------
q. n
P,
L
;-02, �i�"
W',
Ilk
- - - - - - - - - 411
t-4 '/cl
i5�
GARAGE
----------------------------------------------------------------------------------- -----------
--------------------------------
EXI.ST.
WET
---------------------
BAR
�Td
LIVING ROOM
SCREENED
----------------
EXTEND EXIST
SHOWER
W w, I,
.1
MASTER.
5EDIROOM
BREAKFAST
ENTRY
M, 5ATH
DINING
EXIST, WIN.
TO REMAIN
I., \GL.
AM 14Y--
,O'qATE EXIST.
SWITCHES A OUTLFT$--� SHWIR, ENCLOS�, ------- &1-013 X a, OJI
AS 9E61,11RED. FAR,
------ M.-J��ATH 0 REMOVE EXIST
DOOR 4 S.L. -
NEW DBL, DR,
ERIFY SIZE
!i!0]
*EXIM001-1 AN
----------
(2) SH 2D
(2) SH 25
6'2" X S' 3"
6- 2" . 5'B"
EGRESS
EGRESS
DEN
BEDROOM
------------------------------- ----------------------------
5EDR00M #2
H
------------------------------------------------- --------------------------------------
--- -- --- REMOVE
I'EX15T. DOOR
RE-LOCATF EXIST. I I
LIGHTS, SWITCHES 4 1 1
OUTLETS AS RF(MUIRED, REMOVE rc:::
v loll
REPLACE EXIST. EXIST.
SIG.D. W/ NEW WALL$
:W/ ICE
FIR, DOORS - FRAME DINING ---- - ----------------
IN TRANS. WIN. ABV.
3 PLACES REMOVE EXIST. SIN W
WALLS RELO
CATE DIS TEMP. L. ON
WATER ILINEG 4 C1 Dw 42" W LL
\VENT STACK
rRAME UP EXIST
LIVING 6' 2" 4" OPN'GS. ABV. KITCHEN
(2) SH 26 VERIFY SEE KITCHEN DESIGN
ROOM W1 OWNER EYOTHER5 '
/ -(:�OOKTOF W1
9
--------------------------------------
SCREEN
HboD Aev.
X >
jo t --- IN
-1 1 ar ------
-M di
- - - - - - - - - - - - - - - - - - - - -
OMIT EXIST.
3' 1" X 6'4" 31 1" 1�,' 411 WIN.
S,H. VIEW 5.1-1, VIEW
EMOVE EXW.�
ADD
el) SH WIN, 4
FRAME IN BALANCE
OF OPN'G.
IRE
IMIN
REMOVE EXIST. TLIB -
NEW SHWR
'00�
WALL LEGEND
HOLLOW 4 HATCHED
F-KISTING WALL TO REMAIN
SOLID = NEW WALLS
--------------- DASHED = EXISTING
--------------- WALL TO BE REMOVED
NEW
-----------------------------------------------------
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GARAGE
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(D"
0
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P-
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09
DATE : Oa/13/18
DRAWN BY: r, �
CHECKED : Mr
REVISIONS :