1695 SELVA MARINA DR - SFR ARCH. DWGS --------------------------
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61-61 111-011 6-611
21-611 MANLOVF�, HF-, LLFPN,-
16-0" 16'-0" 16'-0"
121-011 241-0" 48'-0" IL 20'-0" 231-011 FOIANPArION
127'-P" P[,AN
This drawing Is an instrument of service and the
property of Kevin E. Mullican. and *hall
rmain his property. The use of this drawing shdl
be restricted to the original site for which It le pro-
and publication thereof Is expressly limited to
use.
Job Nw. 16-20�� Sheet No.-
Lj %now
founjation -- Ian T�J#I Date: 412112016
CALE: 1/41' 11-011 3 !7LAN MUST BE Scale:
FDN1 S
0 4 73 !1 E F 0 R
Drawn:
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Chocked:
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MANLOVE / HELLER RESIDENCE
r"'.,F.,V I N F, MULL ICAN
1695 SELVA MARINA DRIVE
rr�' 516i N F--1 PN".) I N C
ATLANTIC BEACH FLORIDA
-7-4 E57 15? 15?-7-4
PRE DEVELOPMENT AREAS:
LOT 28,400 S.F.
IMPERVIOUS INCLUDES:
S 11 0 56'50" E 149.541 (M) COVERAGE OF LOT
NOTE: P�OVIDE POOL FENCING
S 11056'50" E 150.001 (P) EXISTING HOME, DRIVE
PER Co E
B.R. (PER PLAT)
POOL TERRACE,
EXISTING COVERAGE:
I I UNNIN I I I I millon I I I
-41 ----------------
r-------------------------------------------------------------- WALKS,
17 11 LOT AREA: 28,400 S.F.
5' B.R.L. PADS, 71087 S.F.
---------------------------------- --------------------------------------- --------------------------------------------------------------------------------------- -----------
BUILDING S.F. : 3,365 S.F.
DRIVEWAY: 2,600 S.F.
087 S.F. .25 %
TOTAL IMPERVIOUS 71 POOL TERRACE: 1,122 S.F.
NOTE: PROVIDE POOL FENCING
AREA
AND GATE PER CODE. DESCRIPTION LOT AREA TOTAL IMPERVIOUS: 7,087 S.F.
NOTE: BRICK BASE licit licit
(SQ. FT.) (SQ. FT.) Wtd
%OF COVERAGE 7,087--28,400= .25%
TO BE LOCATED INSIDE
IMPERVIOUS 71087 28,400 1 .00 0.25
20' B.R.L.
OF SETBACK LINE.
r--------------------------------- ----------------------------------------------------------- -----------------------------------------------------
NEW CONCRETE ----------- PERVIOUS 211313 28,400 0.20 0.15
PROPOSED STORAGE AREA -
0.40
DRIVEWAY IRUNOFF CO. (C) I
REAR YARD
PROPOSED COVERAGE:
L----------1,j
LOT AREA: 28,400 S.F.
---- ------ EXFILTRATION 11600 S.F. x 2" D�PTH PRE DEVELOPMENT RUNOFF VOLUME 0.40 x 28,400 S.F. x 9.3 in. 12 in. ft
------- x 30% 960 CU. FT. V 8,804 cu. ft. HOME S.F. : 4,582 S.F.
----------- CABANA: 352 S.F.
DRIVEWAY: 2,178 S.F.
no
r---------- ------------1 0
POOL TERRACE & PADS: 1,364 S.F.
------------ TOTAL STORAGE 960 CU. FT. I i i
z
L-A
i 0 0
---------------------------------------------—-------- TOTAL IMPERVIOUS: 8,476 S.F.
z
L---------- ------------
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----------------- ---------------- ---- i 11
LL % OF COVERAGE 8,476--28,400= .30%
---------— ------------------
POST DEVELOPMENT AREAS:
r---------- ------------ 0
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0
CL LOT 28 400 S.F.
UJ
L---------- ------------1
BUILDING AREA 41934 S.F.
>
0
0- 0 DRIVEWAY, POOL,
Uj TERRACE, PADS, STOOPS: 31542 S.F.
L-----------
0 W
F
.1 F z Q. 476
W11 TOTAL IMPERVIOUS 87 S.F. .30 %
U?1 [01 1-
L--------------- DESCRIPTION AREA LOT AREA
CN 11 r-.-: 1
licit licit
NEW POOL (SQ. FT.) (SQ. FT.) Wtd
H - TERRACE 476 28400 1 .00 0.30
IMPERVIOUS 81 1
co
400 0.20 0.14
PERVIOUS 19,924 281
RUNOFF CO. (C) 0.44
- -------------- ------
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NEW POOL NEW POOL CABANA
F
W Z Z 16' X 32' F POST DEVELOPMENT RUNOFF VOLUME 0.44 x 28 400 S.F. x 9.3 in. 12 in. ft
WORY HOME >-.O"
--------------------
----------------------
NOTE: BRICK BASE V 9,684 cu. ft.
TO BE LOCATED INSIDE
------------------- OF SETBACK LINE.
---------------------
------------------ ------------------------
9
DELTA VOLUME 1684 81804 880 cu. ft.
-----------------------
bo
STORMWATER STORAGE REQUIREMENTS
CD
------- --- ------ 0)
% IMPERVIOUS RUNOFFVOLUME
T`S��T
AREA
L
400 s.f. 25 % 8 804 cu. ft.
PREDEVELOPMENT 281
F
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POST DEVELOPMENT 28 400 s.f. 30 % 9,684 cu. ft.
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STORAGE VOLUME REQUIRED: 880 cu. ft.
STORAGE VOLUME PROVIDED: 960 cu. ft.
NOTE: PROVIDE POOL FENCING i
AND
GATE PER CODE.
---------------------------------11----------------- ------
- ---------------
SHEET INDEX
-------------------------------- ----- --------------------------------------------------------------------------------------------------------------------------------------------
40' S.B.L.
SP-1 SITE PLAN
.............
A-1 FLOOR PLAN
A-2 EXTERIOR ELEVATIONS
NEW CONCRETE A-3 EXTERIOR ELEVATIONS
A-4 EXTERIOR WALL SECTIONS
WALKWAY AND
A-5 ELECTRICAL PLAN
DRIVEWAY
CAB-1 CABANA PLAN AND ELEVATIONS
S
S-2
S-3
CODE REQUIREMENTS
S-4
S-5
NO UNDERGROUND OR OVERHEAD
S-6
UTILITIES IN VICINITY OF PROPOSED S-7
WORK S-8
I I , mom , I ALL BEDROOMS IN THIS RESIDENCE
No.- DATE: REVISIONS:
N 11 056'50" W 130.001 (P) TO MEET OR EXCEED THE
N 11 053'44" W 130.081 (M)
EMERGENCY ESCAPE AND FIRE
REQUIREMENTS BY HAVING AT
LEAST ONE WINDOW OPENING PER
ROOM OF 5.7 SQUARE FEET AND
MEET THE SILL REQUIREMENTS OF
TYPE OF CONSTRUCTION
LESS THAN 44" ABOVE FINISHED
TYPE 513 OCCUPANCY CLASS:
FLOOR. REFER TO WINDOW TAGS NEW HOMF,
D I V E AND CORRESPONDING ROUGH -3
GROUP R
SEL A RI
OPENING SCHEDULE.
FLORIDA BUILDING CODE 5th MANLOVE� H F, L L F, P,,-
ADDITION
1p V 2010 FLORIDA RESIDENTIAL CODE
A FOUNDATION SURVEY SHALL BE
2010 FLORIDA PLUMBING CODE
PERFORMED AND A COPY OF THE
2010 FLORIDA FUEL GAS CODE Al:��CHITFCTUI;��
SURVEY SHALL BE ON THE SITE FOR M 0 --q
2010 FLORIDA MECHANICAL CODE > 511 PLAN
Z
THE BUILDING INSPECTORS PRIOR
2011 NATIONAL ELECTRICAL CODE 0 7his drowing is an ineftment of service and the
C.
TO FRAMING INSPECTION OR ALL
NFPA 101 LIFE SAFETY CODE - property of Kevin E. Mullican. and shall
PROPERTY MARKERS SHALL BE remain his property. The um of this drawing shall
FLORIDA MODIFICATIONS 2010 be reetricted to the original eke for which R Is pro-
EXPOSED AND A STRING STRETCHED and publication thereof Is expreeely limited to
FLORIDA FIRE PREVENTION CODE - =Us&
- ------------------------ ------- ------- ------------------------------- ------------------- ------------------- ------- ------------------- ------------------------------------------- ------------------- ------------- -
FROM MARKER TO MARKER TO
2010 EDITION
%lob Nw. Shoot Nw.
16-205
VERIFY REQUIRED SETBACKS. NO
2014 FLORIDA ENERGY CODES Date:
architectural 5i n
SCALE: lip= 101-011 UNDERGROUND OR OVERHEAD 412112016
\ii��Pl UTILITIES IN VICINITY OF PROPOSED C Scale: 111 - 10'-0''
WORK. CURRENT CITY OF ATLANTIC BEACH , Z X rn Drawn: �'�'W
ZONING AND CONSTRUCTION CODES. Chec*ed:
POOL NOTE: SEE SHEET
CABANAI I I CAB 1 FOR CABANA
10' PLATE I I I PLAN AND ELEVATIONS. KIEIVIN F" , MULLICAN
I VAULTED I
--------L------- F" 516 N F� r I NC
--------------- J
( 90-4) -74�� E� E�-74
NOTE:A/C#2 TO BE LOCATED
APPROXIMATELY 6' FROM
SOUTH WALL OF BEDROOM.
125'-0"
301-011 591-611 191-011 21-611 PROPOSED SQUARE FOOTAGE
141-0" 1 A/C
18'-011 41-019 8'-0" k\"#2 __1 A/C = 3250
61-011 8'-0" 4'-001 ....... 21-61 111-611 21-2" L 21-10" GARAGE = 800
41-311 -911 41-01t 41-011 11-91' 21-311 111-911 21-31t
PORCHES = 532
NOTE: CONTRACTOR TO WORK
WITH CLIENT TO DETERMINE
WHICH 3060 WINDOWS ARE TOTAL SQUARE FOOTAGE 4582
OPERABLE CASEMENT
OR FIXED.
ASE 30601CASE W
3060 T
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00
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1 6080 6080 ------- b 30" 09
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cmr, This drawing Is an Instrument of service and the
161 13'-0" 81-011 0 CPO)
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161
i ain his property. The use of this drawing shall
20'-0" 211-011 be reeWded to the original site for which it Is pro-
48'-0"
12'-0" 24'-0" pared and publication thereof is aqwessly limited to
such us&
125'-0"
Shoot Noo.
Job No: 16-20�
Date: 412112016
Scale: 1/411 1 1-011
propo5eJ floor plan Drawn: Al
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30 YEAR ARCHITECTURAL SHINGLES OVER
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7/16"OSI3 SHEATHING (OR PER ENGINEERING)ON
PRE MANUFACTURED ROOF TRUSSES. MUL1, 1CAN
51-010 CONTINUOUS ALUMINUM EAVE DRIP ON F�,1516 NF,1 N c
CONTINUOUS P.T. I"x 2" NOSING
OVER CONTINUOUS P.T. 2"x 8". ( 904) -74�?-
CEDAR SHAKES ON
ZIP WALL SHEATHING ON
2"x 6"STUDS @ 16"O.C..
12
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11 111 111111 INA, /II II IT 11 11 1
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I IT 11 11 IT-H JITH II IT 11 1111 1 IT 11 11 IT 11 11 IT 11 1
111111 11 IT 11 11 IT II 111HI 11 111111 11 IT 11 11 IT 11 11 IT 11
111111 111111 11 IT 11 11 11 U Ll 11 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT I
10'-0" PLATE
11 111 IIITII IIIIII IIITII III MANL, 0VF, H I L, L, 1-9,
11 11 T 11 11 IT 1 11 IT 11 11 IT 11 11 IT 11 11 IT 1111 IT 11 H LT 11 H
Ll 11 11 IT 11 11 IT 11.11 1J.U.11 U 11 U U 11 U
05;' AT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 .11 IT 11 11 IT 11 11 IT 11 11 IT11
TOP OF WINDOW M
oe r 77771
b 0
C)
PRE-MANUFACTURED Cn
C) This drawing Is an Instrument of serAce and the
VINYL BRACKETS. V_
CID roperty of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be resbicted to the original site for whM it b pro-
p
pared and publication thereof Is w9ressly limited to
0
such us&
FIRST FLOOR
.......... Job No. 16-20� Shoot Nw.
o........... IIIIIIIJ
. . . . . . . 0 412112016
FINISH GRADE 04 Scale:
I I I., A I I I I "d-A 1/4 1
0 ED %
4 OaA elevation z = M Drawn: A2
SCALE: 1/41' 1 1-011 Chqm*ed:
A2
Q�VIN F� , MULLICAN
P F,1 516 NF,1 P_." I N c
( 904) —7Aj-
30 YEAR ARCHITECTURAL SHINGLES OVER
PEEL AND STICK UNDERLAYMENT ON
7/16"OSB SHEATHING (OR PER ENGINEERING)ON
PRE MANUFACTURED ROOF TRUSSES.
CONTINUOUS ALUMINUM EAVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING
OVER CONTINUOUS P.T. 2"x 8".
CEDAR SHAKES ON 10 12
ZIP WALL SHEATHING ON 12
2"x 6"STUDS @ 16"O.C.. 10 11 H ITN, PRE-MANUFACTURED
11 1 11 IT II II IT II
11 IT IT 11 11111 VINYL BRACKETS. 12
SQUARE 1'6"WINDOW IN GABLE II IT 11 11 11 IT 11 11 6
IT 11 1 1111-11 11 IT 11 1 F-1
-11 111111 11-11-n 1 11 IT 11 11 IT 11 11 HITI 1 6
CONTINUOUS ALUMINUM EAVE DRIP ON IT 11 1111 11 11 IT HITII HIT HIT U IL.14-S 11 11 111 11
11111 HHIJ HHIHIIIII 111,1 LLLITII 1111 11 11 11 111 11 fTTL_.H1T_I I H 11 12
10'-0" PLATE CONTINUOUS P.T. 1"x 2" NOSING -TIT"JI-rF11 H 1111 11 IT 11 11 IT LLIHITI 11 1111 11 Jill 11 1-1 IJ
OVER CONTINUOUS P.T. 2"x 8". JITTTLTI IT 11 11 IT 11 11 IT-fl-TI 11 11 IT 11 11 IT 11 11 1111 11
t
TOP OF WINDOW x I
BEAM ON PRE-MANUFACTURED
VINYL BRACKETS.
31-011
C)
-1 HARDI BOARD 1"x 6"TRIM BOARD
C)
CD
-1
co LAP SIDING ON
ZIP WALL SHEATHING ON
2"x 6"STUDS @ 16"O.C.. I _j I _j I
FIRST FLOOR 1711111
BRICK VENEER I I I I I I I I ITTTTTTT7T
- - - - - - - - - - - -
I OVER 8"C,M.U.-
I I f I I I 1 1, H I , L I I
I rl
c%4 FINISH GRADE I I t I I I I I L A I
Li—F I I I
we5t courtgarJ elevation
A3 SCALE: 1/4" 1'4'
I IIITII IITI
T 11 11 IT 1 1111 1
I IT
1 11 IT 11 IT II H IT II
11 H IT IITTII II IT 1 21-011
IT 11 11 11 ;1 11 IT II III
11 11 H IT II I IT_f 11 111111 11
I IT 11 1111111 111111 1111 11 1111 11 1111 11 H H 11 H H IIN& ";::N, 10'-0" PLATE
R HIT 11 H
IIITII HIT IJITTII 111111 1111 11 1111
11 IT11 111111 111111 HII 11 11 11 IT 11 11L�NINX�
PRE-MANUFACTURED TOP OF WINDOW
VINYL BRACKETS.
0.,.0000.
C)
co
FIRST FLOOR
F=q
ra 11 -4C=7t- rn= - - - - - - -
IH C)
I I I L I I I I I 1 1 CNI
FINISH GRADE
2 ea5t courtgarJ elevation
SCALE: 1/411
VERIFY CLEARANCE, 11-611
FOR GABLE WINDOW.
12
No: DATE: REVISIONS:
A 2
IF11 A
12
00
C) N[�W HOMF,
MAN L OVF,., HF, L, L, F� P,,
F TF
,X r,'10 P-1,
[ M 0 -1 FLFVA-r10N5
Am c This drawing to an Instrument of service and the
property of Kevin E. Mullican. and shall
cr aln his prcparty. 'rho use of this drawing shall
rem
4
be restricted to the original site for which it is Mv
d
kitchen 5ection5 vu and publication thereof Is mcpressly limits to
such use.
SCALE: 1/4" 11-01,
Job No: 16-20� Sheet Nw.
Datc
q/2112016
scx9e: 1__ i-011
Drawn: A5
ez" wvk, M Chqm*ed:
E� , MULLICAN
INC
516 NFI P-11,
904) 7-4�5? ��-74
*SEAL ALL TYVEK@ JOINTS AND
PENETRATIONS WITH APPROVED TAPE.
(ex. DUPONT CONTRACTOR TAPE). WINDOW WITH
*FASTEN TYVEK@ TO SHEATHING WITH
LARGE HEAD NAILS INTEGRAL MOUNTING
OR USE NAILS WITH LARGE PLASTIC FLANGE
WASHER HEADS. (ex. DUPONT WRAPCAPS) MINIMALLY EXPANDING-\
*LOCAL LAWS, ZONING, AND BUILDING POLYURETHANE FOAM OR
CODES VARY AND
THEREFORE GOVERNS OVER MATERIAL APPROVED CAULK
SELECTION AND DETAILING SHOWN BELOW. (AROUND WINDOW RSO) CAULKING
WRAP TYVEK@ INTO
OPENING &TAPE To
TYPICAL WALL
SILL (ESP. @ CORNERS)
CEDAR SHAKES OR LAP SIDING
USING TYVEK@ FLEXWRAPTm
WOOD FURRING
TYPICAL WALL TYVEK@ HOMEWRAP@
CEDAR SHAKES OR LAP SIDING LAP &TAPE TYVEK. 7/16" PLYWOOD SHEATHING
AT JO NTS(UPPER SHEET
WOOD FURRING OIVER LOWER SHEET) 2"x6"WOOD STUDS
TYVEK@ HOMEWRAP@ w/R-19 BATT INSULATION
7/16" PLYWOOD SHEATHING 1/2"GYPSUM BOARD
2"x6"WOOD STUDS
w/R-19 BATT INSULATION
1/2"GYPSUM BOARD
MINIMALLY EXPANDING FASTEN TYVEK@ FLEXWRAPTm
,
POLYURETHANE FOAM OR
CORNER USING MECHANICAL
APPROVED CAULK
INSTALL TYVEKe FLEXWRAP FASTENER
(AROUND WINDOW RSO)..--� OVER MOUNTING FLANGE. LAP
TYVEK@&TAPE JOINTS. INSTALL TYVEK@ FLEXWRAPTM
WINDOW WITH AROUND PERIMETER OF OPENING
INTEGRAL MOUNTING
FLANGE
2 WInjow hoaj jetail winjow !Al Jetail-
4 NTS 4 NTS
12
10
30 YEAR ARCHITECTURAL SHINGLES OVER TYR
PEEL AND STICK UNDERLAYMENT ON
7/16"OSB SHEATHING (OR PER ENGINEERING)ON
PRE MANUFACTURED ROOF TRUSSES. SPRAYED FOAM INSULATION
CONTINUOUS GALVANIZED EAVE DRIP
ON CONTINUOUS P.T. 1"x2"ON SMOOTH FINISH ON
CONTINUOUS P.T. 2"x 8" 1/2" DRYWALL CEILING
1/2" HARDI BOARD SIDING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES
ON STRUCTURAL MEMBERS AND CONNECTIONS.
2"x 4" P.T. BLOCKING 1/2" DRYWALL ON 2"x6"
STUDS @ 16"O.C.
HARDI BOARD TRIM BOARD
R-19 FIBERGLASS BATT
INSULATION BETWEEN STUDS
C)
00
0
z
LAP SIDING ON U-
ZIP WALL SHEATHING ON 0
2"x 6"STUDS @ 16"O.C.. a-
0
WOOD BASE-AS PER BUILDER SPECIFICATIONS.
BRICK VENEER
OVER 8"C.M.U..
C)
-1 SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES
04 ON STRUCTURAL MEMBERS AND CONNECTIONS. N Fo: DATE: REMSIONS:
GRADE
4
TT
NFW HOMF,
F
MANLOVF,
F,XTI�P-1,10 P,' WAI L
wall 56dion 5FICTION5
S ALE: 1/2" 1 I-Off
A4
This drawing Is an Inebument of wvlce and
property of Kevin E. Mullican. and shall
remain his property. 'The ues of thk drawing shall
be reabicted to the original As fbr which ft le pv—
pared and publication thwwf le *Vrwely linfifted to
such us&
Job No.- Sheet Na
0 F3 Coz%#our"6, P y 16-20�
Datc 412112016
Ni ---.T BE
socic 11�- 1-011
112 1
[*own: A4
L: i- 6 1"1�L';' i D Z'--1 N Chec*ed:
NOTE: SEE SHEET
CAB 1 FOR CABANA
ELECTRICAL. F, MULL-, ICAN
A—L
---------------
( 904) -74�2- �5-74
K,F-1 Y
A/C . ....................... . 220 VO�T OLn�T
#2 220
. ....................... . WATffMOOr OLn�T
FLOOP,oul'��f
. ....................... .
FLOO�
z
NOTE: PROVIDE ARC FAULT
. ....................... . CI.N.out�f 44''A.F,F.
RECEP IN ALL BEDROOMS. W
0 CTI
PROVIDE CARBON MONOXIDE Z
DETECTOR PER CODE. 0 out�f-44'' A.F.F.
9 4411
FLOOD IPLOOD
'IT
VVP
GF1 REC REC . ....................... . OLn�f
1000,
WP Tor
S9�14CE 0 . ....................... . rl�C�55�p INSF110r\5POT
--1.00 ffc
SCONC 0 . ....................... . 1,9�C�55�t?CAN�16HT
—————-- ffC
r W'P
POOL 0 . ....................... . F�C�55�t)WASPPFOOF
16'x 32' -——————— —— --— ————
FLOOP
FLOO FLOOD REC
. . ....................... . FLOOP LICK
SC rENPAW
REC RE . . ....................... . P�NPANT FIXTUP,�
FAN FAN 5co�a
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At LU R tu Uj
100,0 0 R REC
0 1 0 0
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,A
6'WALL
CONCE WP SG N E ............. FOr\0LIN6 FAN
"IN REC V / Wild LICK
WP oc�� I GF1
RE .0e ��EC i
\A
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S
loe TO LANDSCAPE �XHAJ5TFANWITHLUHT
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AR L�J
NOTE: PROVIDE ARC FAULT 1001, REC REC \REC
RECEP IN ALL BEDROOMS. -—————- — --- —————————-- ........... . 5WITCH
PROVIDE CARBON MONOXIDE 10, o�- . .............
DETECTOR PER CODE. loe loe A
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000,loe . ........................ . �?WAY 5WIT�H
FI.00R
eEC REC . ........................ . 4 WAY 5WITCH
FLOODL AMLOOD
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WP FAN
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GF1 GF1 REC REC REV �oe I
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N.
GARAGE J NS
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GF1 CAB I D)SP ————— —————-- - ——————————
T—————
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REF �M4 FLOOD
F1 GFQ
GARAGE
GARAGE DOOR GFO ==i1vio
DOOR Ar.
OPENER OPENER REC 0
db 6 — 1 4)
————————— — ————————— NOTE: ALL LIGHTING TO BE No: DATE: REVISIONS:
/W
GF1 0 ON DIMMERS.
Z
0
AEC R E�
WP
GFJ GFH& GF1
z
---———————--J L-———————— 0
0 \0
co
RE NN�EC
FLOO�D FLOOD R9C NF,W H 0 M F,
0z
zo 0z 0
0 (.5
C* N". co
M A N L, 0 V H F, L,L F, P,,
--'YFLOOD
PLAN
Ible drawing Is an Instrument of servke and ;70
property of Kevin E. Mullican. and *hall
remain his property. The use of this drawing shall
be rembicted to the original site for which it le Wv-
pared and publication thereof Is expreeWy limited to
such us&
f p
4s; T
Job No.- 16-20� Sheet No.,
YI'vrL PL"-iN IMUST BE Date: -412112016
Scde: 11 1-011
electrical plan 0 R 1/4 --1
I�n, A
Drawn:
SCALE: 1/4" 11-011
A5 Chscked:.
SCO
L
E
Am
)D fEC it
NC
E
C
EA N
LIGH
jo"0
Hill
GPI
6fTP 4CE
WP
ROE C
I B-�k
KE,V I N F, M UL L I CAN
PF" 516 N F,, I N C
30 YEAR ARCHITECTURAL SHINGLES OVER
PEEL AND STICK UNDERLAYMENT ON ( 90-4) -7-4 �2 7-4
IITII 7/16"OSI3 SHEATHING (OR PER ENGINEERING)ON
IIT1 HIII Iiii.. PRE MANUFACTURED ROOF TRUSSES.
11 11 IT 11 11 IT 11 11 1 M_ -
ITT11 IIITII_JIITII ,II 1111
111111 111111 IIITII I11TII CEDAR SHAKES ON
11 IIJITnJITT 11 111111 111111 111111 ZIP WALL SHEATHING ON
11 11 H 11 Ll U-11 Ill I I U Ll 11 11 LJ 111111 11H II IIITII IIITII IIITI III 1 2"x 6"STUDS @ 16"O.C.. 10'-0" PLATE
I Eli 111111 H ITT-HUT13M Hull 111-11 1,
I jiff-11_fl UJI.I I IT 10'-0" PLATE 11 11 IT 11 11 It 1 .111] 11 H U 11 11 Ill 11 11 U PROPOSED SQUARE FOOTAGE
Z17ITTTIJIJLI JITT-11M I TH
A I I I _T I I T I I 11.1111 111111 1111 11 111111 111111 1111 CONTINUOUS ALUMINUM EAVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING TOP OF WINDOW
TOP OF WINDOW OVER CONTINUOUS P.T. 2"x 8". POOL CABANA 352
LAP SIDING ON
C) ZIP WALL SHEATHING ON C)
C) 2"x 6"STUDS @ 16"O.C..
C) 00
00
BRICK VENEER
OVER 8"C.M.U..
FIRST FLOOR
FIRST FLOOR
- - - - - - - 111111111 It [ ill I 1 9
I III I 1'7rrr=i I I I I I I I I 17r=1 I I I I I I __-Jol JL4—LT J__ 1 1 1 —
C) �2:: I I I I I I I I I I I I I I I 1 04
T-1 I FINISH GRADE
04
FINISH GRADE
-14
161-011
10"SQUARE COMPOSITE COLUMN. 61-411 91-801 -011
BRICK STEPS BETWEEN r2 5wth Cabatia elevation 5t anj W65t cabana elevation
north cabana elevation BRICK PIERS.
\�CAB1 S ALE: 1/4'1 11-011 B1 SCALE: 1/4" -011 B1 SCALE: 1/411
CABANA
C) W C)
-1 -1
LLJ STORAGE LWU Cf)
Cf) V Gil
10'CLG RE� x
LL LL
C) FAN
T5_
LIG NA(
CD C) W
C) BATH\ Co
10'CLG Cn
2680 2680
SOLID WP SOLID
CORE GFI GFI Wp CORE
)(�EC REC
C)
OOL wP \WP
kEC
CABANA "t
9 0
co I 1110' PLATE
I IVAULTED
\WP WP/
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4 — --------------- ( 4 Cabana P1
6!4 __,— —,�_-l-'j-\ , 1� B1 SCALE: 1/4" 1 1-019
_____y y
STEP STEF
1011[ll-411 1011
T-O"
IJ
r-————— - —————
POOL
16'x 32' -—————————————————————— -——
T
00
0
00 - 1
(C
——————————
——————————
No: DATE: REMSIONS:
--——————————---—————————————————-- ————————---
---------- N1 F,W H 0 M F,
--------------- --------- -----------
M A N L 0 V F, H F, L L F, 1-9,
--- --- ----- ------
-----------tl
CPVANA PLAN
L ANP FLF�VAVON5
——————— This drawing In an Instrument of wl and the
JOBgp% All property of Kevin E. Mullican. and shall
kaeLje IF remain his property. The use of this drawing shall
be restricted to the originall site for which It Is pv-
'I'J"T SE pared and publication thwoof Is aprwelly limited to
THIS PLAI-4 such use.
k 1t; Earl, il
00 0 N j 01 Z; Job No: Shoot Nw.
I L 16-20�
r5__ -.411 1 1NUEt""`T10.oN
Date: -412112016
Scalia:
I/
[Ilrawn: CAI I
ills
-----------
921 IP ————————————————————- —————————— Mocked:
I L I L
F,_ ——————
ji
MULLICAN
516 NF,1 I N c
-----------------T-OT
31-01f
41-011
IRDER TRUSS
I IdR B RING WALL
/0�
N tj
T IOR B ARING WALL
I
--——————--— —————
INT IOR B RIN WALL
INT IOR B ARING WAL�
ATTIC n
TRUSSES rill
--------------------- LF
------------------------------
CONVENTIONAL FRAME CONVENTIONAL FRAME
SHED ROOF @ 6 12 PITCH SHED ROOF @ 6112 PITCH
INT IOR B ARING WALL
PULL DOWN No- DATE: REVISIONS:
U) ATTI(�,STAIR
W
U) mw6�
C?
ATTIC z
TRUSSES Of r
< <
W
CD
Of
W
z
INT IC R B ARING LL —— —— ——
NFW HOMF,.,
MANL, 0VF_,
< C14
UW -
-, CD
< @ P AN
z
Jon -Y Is drawing Is an Instrument of serAce and the
f X
�Z_ 0 �J
W roperty of Kevin E. Mulllcan. and shall
LU
7-E ain his property. 7he use of this drawing shall
re9fted to Ithe w1ginal site for which It Is pm—
ZUJ
0 :r
0 U) TH-IS and publication thweof Is expressly lirnked to
0;
ch
use.
------------
------------- ------ ------
No. Shoot No.
16-20�
i L
EACK
1 tru55 plan Date: 412112016 00001
T1 SCA E: 1/4" 11-01, Scale: I/411,1�-011 000
Drawn:
Che&ed: