6TH STREET 335 (4) 08/21/2003 14:25 9047249154 DURDEN SURVEY PAGE 02/02
MAP SHOWING BOUNDARY SURVEY OF:
LOTS 14, 16 AND 18, BLOCK 8, SUBDIVISION W. ATLANTIC BEACH, AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURREN- PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA
lOT tg L07 17 LOT 13 _OT 13 LOT 11
R
150.00'
FOU
NO f/2'1m " NO
19QN
N PIPE yo•W' w ,A S UT/;e, MN N OWE
NO
9
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Lti7 20 ...,.. Ni oQR LOT 12 a p�
No ^ 1
e eros.wxw�r �
a Ova t^ o
a+r..,... ......sax..,.....
3211
rvUNO 1/?'IRON Pat'E :
NO IDENIIFILA'n0N o'� y
w 300.00' I N.7.5.
FOUND if$"IRONP1FY 154,bG� FOUND 111"IRON PIPE FDVND 1/2'TRgW PIPS
NO OCUTIFICAlAm NO IDBNTItTCArION NO WNrFrAWN
SIXTH STREET -
40' RIGHT—OF—WAY R E C E I V E D —
CITY OF ATLANTIC E :ACH
BIJILDNG & ZONi ".7
Nu7E`0` DEC 5 200
I
THIS PROPERTY LIES!N R-OM IONE'k"rY MOOD NA6
R£V19E0 APRIL 17, 190, COWUNIIY PANEL Na 720075
0001 D '
ALL I iytMlCM ANO1A.7 MC WLKJ'W'AS idrASORED AND POSSESSED
NO 9UgUYN9 RESTR"ON LWE 8Y PU1r BY:
ALL LOTS (;Wi v HEREON X WrtMIN MOOK 0 EXCEPT AY NaFM CERTIFIED TO:
--w x---OMMS 4'CNNN LINK F&CE CM07 AS NOTZD GARY P. FLOWER
—//"""--DENMES c' MOOD FENCE EXCEPT AS NO7EO
THLRE NAY 9C A00tWt0k RESTRIr;TIOMS tray ARE Har 5HL7MN ON
TPAs SURv""T NAY SE ROUND IN hlUr PU9ifC RECORD$bR
OUVAI. COUNTY, FLORw,
I har"y wlLt y a-ri" .y marts Ur
rnlek�m todvnwd ataedar art Tarth by
tf.a Fkwtd°Dowd d Lan4 yw°.Wrrwan4 to
7SURVF)lNG D Nttrlt Stu cmd
avp17 Non
D MAPPING, INC.
eatar Raw$
Florida S22'i 1
8 Fax 721-7945 norslpA kMrn t=A1R�EYOA vw aTOrINt" No. 0846I'''pW'`'r'
SICNE'O AQC'U!;T 13. 206
THIS SURVEY NOT VALID UNUM TMIS PRINT 15 NWSSED *TH TH9 SEAL OF THE ABOVE "M 8-316.5
3 3
3 3
FLOORS-
2x10 RIDCzE 4x4 PT P05T ON 51MP50N ABU44 LIVE LOAD= 40psf
2x6 CROSS BRACE AT PURLIN BRACE, 2x6 COLLAR TIE at 16"Oc. POST BASE w/ (2) SIMPSON HB CLIPS ---`- DEAD LOAD= 15psf
NAIL w/ (4) .131" x 3 4" NAILS At BEAM ABOVE or U6E (2) 2x12 -- (CARPET or WOOD)
AT EACH END INTO RAFTER. PERMACA5T DETAIL. (TYPICAL) � - TTiry DEAD LOAD= 20psf ^
2x4 PURL I N BRACE at 16"OC. _ _ ...._..
- (TILE) J
DEFLECTION CRITERIA
INSTALL LT512 AT EACH RAFTER. I -
CARPET or WOOD= U480 LL Ll_
2X8 RAFTER at IB"Oc• TILE= L/600ILLL
ROOF(TRUSS} Ll360 DL Z C)
LIVE LOAD= TC 20psf ■
ry > YPICAL EDGE STRIP (5)1 TBC10psf w
DURATION FACTOR: 1.25
-
16"OC, N � � DEAD LOAD= TO 7psf
2x6 CEILING MEMBER at
a = 4.0' BC 5psf LU F-
NAIL WITH (6) .131" x 3 4" NAILS m m
A A
AT RAFTER �1 L ROOF(CONN.FRAME}
m - TYPICAL INTERIOR ZONE (4) RAFTER 20psfLL I1"�
(2) 2x4 BUILT-UP POST - f 10psf DIL lrr'I)
51MP60N SPNro at 32"o C. AT P05RGH BEAM WIT `` III , DURATION FACTOR: 1.25
2x6 CEILING JOISTS m m
at 16"Oc. (TYPICAL AT PLATE) (2) 5PH4 AT BASE AND `" i CEILING LOAD= 20psf ILL
10psfDL
(1) WT530 AT BEAM.
EXTERIOR BEARING WALL U
Lu/ 5I iP5ON LT512 AT EACH -� r BUILDING CODE:2001 FLORIDA BUILDING CODE 0
RAFTER _
PORCH )BEAM WIND DESIGN METHOD:ASCE 7-98
WITH LTS12 AT EACH HTT z _
RAFTER. INTERIOR A INCA WALL _ � rAIND SPEED: 120 mph � "�
ER OR BE R L
w/ SIMP50N LT512 AT EACH �tr7l
I G CATEGORY:II
A - A
CEILING MEMBER" rc PORTANCE FACTOR: 1.00 [�]
SECTION y/ 61 e XPOSURE:C r� M
FOR ENCLOSED STRUCTURE
OV WIND PRESSURES ON WINDOWS & DOORS (psf)
1- Enclosed Structure
HOLLOW CLAY UNITS 3 (2)2x8 SYP PLATES ` _ Uj
� = AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4)
n a a "l X44. . r, rrrer
O
0 to 20 sf 31.4 -42.0 31.4 -34.0
' zN 2x6 PT ATTACHED TO HOLLOW CLAY
20.1 to 50 sf 30.1 -39.1 30.1 -32.7 !Z U
: ::.
r7
s
� �" ��` ," � 50.1 to 100 sf 28.2 35.4 28.2 30.9
�C C) U.
�.. ` , � UNITS WITH�' X 8" THREADED RODS I I � . � .�
1Q0.1 to 200 sf 26.6 -32.7 26.6 -29.3 (J
EPDXIED INTO CLAY UNITS AT 24"oc.-
20p.1 to 500 sf 25.3 29.8 25.3 .27.9 (f) m
� USE SCREENS AS REQUIRED FOR EPDXY.
gg NOR Base Design Pressure 26.60 GCpi=t0.18 W O
U�
II WIND-BORNE DEBRIS PROTECTION FASTENING
��� SCHEDULE FOR 7/16" OSB or 15/32"' CDXSIM I
•
� it 0 I T1416 STft WILL BE FASTENER TYPE FASTENER SPACING(in.)
� (J'
....... .. ._._ - Ct�N9TRlJGTED WTN BTOTd-i •
U I I �TMRS OYER ALL PANEL SPAN¢ 2 ft PANEL 4 ft< PANEL 6 ft¢ PANEL
x 1 � SII
x ��T $ 2x6 STUDS AT 1 "oa. OR DOUBLE
�r�e�n 2 f SPAN t4ft SPAN<6ft SPAN<2ft
2x4 STUDS at 16"or- TO MATCH
gr� 'x>'E a ni.j3 11 I I '" 4 e/�R1 W..r�i7f/ �°II..I.
WALL WIDTH. --//���I I "
�� : . 0 � I - EXTERIOR C>tLAZEx]OF'l7+lrJC�.
2 112 #6 WOOD SCREWS 16 16 12 9
2 1/2"#8 WOAD SCREWS 16 16 16 12
Baa
DOUBLE--HEADED NAILS
F ar 3^ a M
�r z,. � -•z� ::_. 10d COM or 12d BOX 12 6 4 3
NEUJ ,UJOOD F MING NEW O FRAMING
_ _ / 1 112"X#8 MACHINE
;i,%%/iii;r!� ;,/ i/j ii.;//„ rr,>,,, - 17 x .
r-IQ+ (2)2x10 INSERT 16 16 16 12
SCREW IN THREADED
(2)
Fk ' 2x8 PT SILL PLATE ANCHORI=D WITH Z Note:Fasteners shall be installed at opposing ends of the wood panel.
a
ki" EPDXIED ANCHORS At 32"oc. ' P CD
. I 4 - "'G" ENGL. .D �n cam.
uI -r � N to N
= I CL N
¢ ' , N W N t
to (y) o
L) I ; - M a7
FLOOR SYSTEM 0 I N m LU E COPY � Cn V-
N I EA X
_ � RW�LL L.�C� o • w �
_.. J
TOP OF GhIU STI=Mu�4L1. SHEARWALLS NAILED AT 6"cc. ON EDGES � � J
� SOLID 131.11LT-UP POST
AND 12"cc. IN INTERMEDIATE SUPPORTS . W ,r
CONNECTION TA I - PO OW CLAY LAN I T TO FRAME _ / WITH Sd COMMON NAILS. �- W z C)
H A A S NAI AT " J J Q N
� l 5 E RW LL LED 3 oc. ON EDGES !.L I- 1
CD
t3EARI1JCa tuaL.t. f3E uaAL Inita 1,11.4LL
T AND 12"oc. IN INTERMEDIATE SUPPORTS ---� (� Y
- �-- - - - -- WITH Sd COMMON NAIL5. Q V Cid
t i \ _ - 00
(3)2x12 CONT. HEADER _
l\� C ) REMOVE HOL1-OW CLAY UNIT WALL
NOTE WOLLau CLAY AND REFLACE WITH �S SHALL FRAMIW_-k CF) CD
NOTA CONSTRUCT SHEARWALLS WITH X6" N
_._..._......._...:,. REMOVED UP TO ROOF �� �
81=
OSB or /32 GDX (U.ON.)
NOTE = REFER TO SHEET S-I FOR STRUCTURAL DETAILS.
rl" '1
I
NOTE: ALL NEW LOAD BEARING HEADERS SHALL BE
LA MINIMUM OF (2) 2x6 Not or BT 5YP (U.ON.)
�W
d W •1
NOTE: \ J CRAFT ROOM GEILIhGI REQUIREMENTS: iyF ti� C. G re mgt
NEW UJALL5 SHALL MINIMUM Ya" SHEATWNG REQUIRED ON x•'.
`D U NOT BEAR EXTERIOR CEILING5,NAILED WITH Bd • w .
• t ,..
ROOF LOADS. COM or BOX AT ("�. ON EDGES ANDw*�
o
12"cc. IN THE FIELD_ tTYPICAL) F.y.
I r �
� -__ `�' � i `^p^•7Ef };ate �
X 6f x 11 „�. s 11
�,1� 0
DON TtSCALE
_. _. xo r �oal7 oN TNIs utaLt. x THIS DRAWING
- r
i
RELEASE DATE:
? 07-10-03
® REVISION DATE:
%/ ,
NEW uJooD NEW wooD
LL
10 31-03
FRAMING
CITY OF AT!.�=,N�'IC �'nACH
EXISTING 4x8 BEAKS TO REMAIN SISTER DRAWN BY:
NEW 2x12 NO.2 5Y� TO EACH SIDE OF DEC 200 DJ M I
QEEN PORCH CEILING REQUIREtINTS: EXISTINCx BEAM- N�!l.ED WITH (2) ROWS OF
_.._.._ ....,. _..--_-_. MINIMUM Na'" SHEATHING REQUIRED ON 131" x 3" NAILS at 16"oc_
EXTERIOR CEILINGS. NAILED WITH rad CHECKED BY:
COM or BOX AT ro"oc. ON EDGE5 AND 6x6 PT P05T ON SIMPSON ABU66 E3Y: -.-. . -�__�_�__ Jt fu
12"oc, IN THE FIELD. (TYPICAL) P05T BASE w/ (2) 6IMP50N H& CLIPS KH
AT BEAM ABOVE or USE
NEW 2x& COLLAR TIES 10:
PERMACA5T DETAIL. (TYPICAL) � SHEET:
at 24"Oc. NAILED AT EACH FILE COPY
-FO-1 0 END TO RAFTER WITH
-- ALL EXISTING COLUMNS ARE TO BE REMOVED
_F01 -
CSS .131" x 3 Y4" NAILS,
. . ......... ... .......... ... .. ....
4xb SYP
❑ ❑
LjL
2x4 WALL STUDS at 24"o=ALL
MATERIALS SHALL BE SYP No.2 or BT. m
TEMPOR,4RY WALL OVER JOIST W
2x4 DIAGONAL. BRACE AT z
EACH END OF WALL C
(SEE LAYOUT) J
STEEL PIPE SUPPORT
JACK AT 5'-0"oc. Q
2x4 BLOCKING �"i••
\� Z
n 01 , LO
L-L / /
LL
U)
I&d DUPLEX NAIL at 32'oa __. / W
u u — ori/
ILIN WOOD FLOOR OR Ya x 3 FRAMING LAYOUT Z
TAPGON at 48"oc. IN CONCRETE* -- � 3:
STEEL PIPE 51--IORING B 2x4 FRAMED5HOiZINC-c -_ ----�— I-- < w
C_.
EXISTINCs FLooR JOIST U
x � ` U m
48„oc.MAX w O
_.._...m..__.._ ALOt-4 JOIST j i ❑ -�
2xIZ !I ” LONCs)
TEMPORARY JOIST eRAGING UNDER TEMPORARY WALL
F-
REMOVE HOLLOW CLAY UNIT WALL �` REMOVE HOLLOW CLAY UNIT WALL
AND REPLACE WITH WOOD FRAMI AND REPLACE WITH WOOD FRAMI
NOTE= HOLLOW CLAY UNITS SHALL I— NOTE: HOLLOW CLAY UNITS SHALL
BE REMOVED UP TO ROOF BE REMOVED UP TO ROOF
EXlS7lbYs.._ FRAI'11t�K�
r OG1
LOGA7 TE SHORI JALIGN OIST 5ELOW. L ■
�JEl
_._._......._.._..._....�......._._.__.. .__ � ' PDiR f It SIDE OF BRACE JOIST PER cy)
DETAIL. N o
IEXIStINCs BEAM N u N
Lu
C _.__..._.... .... LGN OVER FLOOR JOIST 4xb CRIBBING FLATWISE (5' LONG) F- M O
\ BELOW. BRACE JOIST PER � J (�
UNDER PIPE SUPPORT.
- -- DETAIL. BELOW CRIBBING INSTALL CM U) LL X
4x4 POST ON 2x12 (Ib" LONG) .. ca BEARING PLATE UNDER JOISTS Q W LL
/- AT TEMP PIPE SUPPORT C) J
a) LOCATIONS. (SEE DETAIL) J� a
J W Z
_ CLL 05 '
Q 00
U
1LO
STEEL PIPE 6HOR11,4 LCD C?CF) Q7
N
134
v
WALL
�YEHOLLOW CLAY
WOOD R INC
NOTE: HOLLOW CLAY UNITS SHALL
BE REMOVEP UP TO ROOF
1 7-
O
/ \ L E] 4xb CRIBBING (5' LONG) S;+
EXISTING FLOOR SYSTEM49
►+rr `�` : '
m I
9 U.O.N.
1O 4x4 PT POST DO NOT SCALE
j B I I THIS DRAWING
p12x12 (ib LONG)
RELEASE DATE:
❑ 10-31-03
GRADE
B ••••• •J B -•� ' _. ❑ REVISION DATE:
IN
�IPo �- 5�10CA o5T ,41
�^ QA or B � or B I TE � � DETAIL L
00-00-00
DRAWN BY:
11
REi LOVE HOLLOW CLAY UNIT W IL REMOVE HOLLOW CLAY UNIT WALL DJ M
- AND REPLACE WIT WOOD FRAM i. AND REPLACE WITH WOOD FRAMING. C H EC KE D BY:
II �
JKH
INSTALL TEMP 4x4 POST ON EACH
POST UNDER EXISTING BEAMS SIDE OF LAP JOINT IN THIS LOCATION. INSTALL 4x4 TEMP POST UNDER SHEET:
❑ AT SIDES OF DORMER. UP TO 24" AWAY FROM JOINT IS ❑ EXISTING 4x5 BEAM AT S'oa MAX
ACCEPTABLE.
l
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, MULLICA
150.00'
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} w CONSTRUCTION
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20' B.R.L. } ec .rov�i verifies compranoe with applicable T 5 ANP WALKS; 664 5f,
} fttbut
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subdivision and other local land
t constitute 2210
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InCode 5f,
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ce verified b Permitting requirements
y signature of the
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} airlg Permit. 1iitJinC�of / OF
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150.00'
No: DATE: REVISIONS:
2
3
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----------------------------- ----------------- ------ ----------------- --------------- ------
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SI X T H S T R E E T -----------------._.-----•-.---._.-_-_----.-------------.-•----.----.--•---._---_._.___ h� N OVA-rO N
FOP
THEA F L, OM P", 5
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d03
PCN I�C�`U�AL
51� f SAN
This drawing is an instrument of service and the
property of Kevin E. Mullican. and shall
�-ni remain his property. The use of this drawing shall
be restricted to the original site far which it Is pro—
SP1 ill= 10'-011 expressly pared and publication thereof is exprey limited to
such use.
Job No: 02-206 Sheet No.
Date: 1/10/2005
C 1 au-e-5 Scale: III i o'-0
J Drawn: K M,
Chocked: _
■ ■
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K �VIN F., MULAICAN
------
--------------------------------------- L� SIGNF, P_,".j INC
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C 904) 7/+ �5 - E25 �257-q
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REMOVE EXISTING PATIO
AND ALL FOUNDATIONS. HATCHED AREA DENOTES EXISTING
I WALL STURCTURE TO BE REMOVED.
�7I11I���17171_Z
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r 1 r+-------------- --------� ���1TN1I�11T1711ZlZlZlZTL7��J _-_-v
------------- -----�
i I i i HATCHED AREAS DENOTE
VU%+ EXISTING WALL STRUCTURE
TO BE REMOVED.
I
ISI l i
I I I II IIL SII
I I REMOVE EXISTING Y_ , Ir_ __l
III I
I ROOF STRUCTURE.
— iI REMOVE ALL CABINETS
7 I ; I t_ AND APPLIANCES.
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III i I P��T1717171Z1ZTl�l � I �_.���� r I III I
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HATCHED AREAS DENOTE
I I EXISTING BATH TO REMAIN.ALL TILE i I ' EXISTING WALL STRUCTURE
TO BE REMOVED.
FINISHES TO REMAIN.TUB AND TOILET
� � I
I I
I
I TO REMAIN. REMOVE EXISTING CABINET,
II I I
FIXTURE,
SINK AND LIGHT F ,
I �
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REMOVE EXISTINGREMOVE INTERIOR WALL
INTERIOR DOORS AND
i FOR NEW BATH. SAVE FOR REUSE. ✓'
I � � 1 111II1f X1111
✓✓���j
I
�� II ,
--------------
--------- -------
_____ _ _� --___ __-_-_-_ _ _
,_-_, ;'��r ,,'' ~~ I EXISTING WOOD FLOORING 11 I REMOVE ALL EXISTING
P I I REMOVE ALL EXISTING III iii EXTERIOR WINDOWS.
EXTERIOR WINDOWS. I I II I i� � � TO REMAIN,PROTECT „ ,
` ( DURING CONSTRUCTION.
II I I II 1
I ;�III77Jllff� C I
EXISTING DOOMS
1
TO REMAIN.
- V
I� �rf
EXISTING WOOD FLOORING -- ----f z �jj ufl�lf� i<
TO REMAIN, PROTECT -__-__ _ ___--.- I
11 DURING CONSTRUCTION.
I HATCHED AREAS DENOTE
EXISTING WALL STRUCTURE 11 ; I i REMOVE ALL EXISTING
TO BE REMOVED.. j i i PLUMBING FIXTURES,
III I I SUPPLY AND DRAIN LINES. f
Tf ------- -------------- I I
EXISTING FRONT DOOR
I
I I C TO BE REMOVED AND REUSED. -=_____�_
REMOVE EXISTING
FLOOR AND SRUCTURE
IN THIS ARE TO OPEN,
UP EXISTING STAIRWAY. I I I
I I � I I I I �- M1 No: DATE: REVISIONS:
I � f
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I I I =-------------- ---------
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l i I � i i i ■ ■
i i i j i RE-OPEN EXISTING N O V / \T1 ON
I I I WINDOW OPENINGS.
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EXISTING TILE FLOORING TTI F, F L DM Fl-
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l i I I TO REMAIN, PROTECT
DURING CONSTRUCTION.
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L----------------------------------------------------------- ------------------II ✓� r1 ✓ 4
L--------- -.------ --- -- --- _---- -`- ------ -----
- Pl� Mo[Ii-rioN
EXISTING COLUMNS P1,A N
TO BE REMOVED.
This drawing is an instrument of service and the
property of Kevin E. Mull(can. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which It Is pre-
1
derdition
I a� pored and publication thereof is expressly limited to
such use.
D 1 SCALE: 1/4"= V-0" Job No: 02-208 Sheet No:
Dote: 111012005
Scale: 1/4 I�I _0
Drawn:
Checked:
■ ■
r
8' 2" 17'-0* ■ ■
T-0" T-2" 5'-6" ----31--D,-----
5'-6"
■ ■
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1 _ - r------� I
- L— r VIN F_- MULAICAN
-----J L—� x ONTINUOUS CONCRETE
I -----� �-------� rFO------`t I FOOTING W/3#5'sCONTINUOUS ON I{�
c� II I I COMPACTED SUBGRADE.
_FF0I I I -_ --� r----
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8"C.M.U. STEM WALL. ■ ■
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j I I I r-�; -� I j FOR SIZE AND TYPE OF FOOTINGS THIS AREA.
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DOWN EDGE ON TREATED AND03 Ill
VIII .►°I I W.W.M. OF FIBERMESH W/8"TURNED
COMPACTED FILL. I r— --I r- - I DOWN EDGE ON TREATED AND
I I -------I COMPACTED FILL.
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8' M.U.STEM WALL.
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----------------------- ---- - - ---- - ---- - ---
12'-0" 2'-6" EXISTING 1 ` 1 _ 1
BEAM
3'-0" 12'-0"
FIELD LOCATE ADDITIONAL
PIER FOOTINGS UNDER
EXISTING FLOOR BEAM.
Na: DATE: REVISIONS:
0
PF, NO V,41\-rl ON
TH F__ F L, OWE P-1, ' 5
I FOUNDATION
& N f2AM I N G PLAN
This drawing is an instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
����_ be restricted to the original site for which it is pre-
pared pared and publication thereof is expressly limited to
four adorn anfloor frarninq Ian ��`.';s��" Such use.
Al SCALE: 1/4"= 1'-0" ;"� ' 1�A*� i, Job No: 02-20,9 Sheet FNo:
!� :+��'
W Date : 6/1B/2005
C r Scale:
7.x Drawn: Al
Checked:
3'-0" 5'-2" T-0" 2'-6" 6'-0" 2'-6" X 0" ■ ■
--�--- 3050 DH 4 305 DH r,,F, V I N F , MULLICAM
_� —� r-------- ------------I __
r_ 1 �� r--- --- - --------� _ -- LOW IREPLAC --- B11dE1` 19-"� 1 NC ,
LL JJ LL LJ 4 -GAB1NEr- ; ------
I co ----- - �-,
F-
7-1 I I I 1
8'-2" ,b'-o" i Q ( 90 7� �� �7�
I I
l NOTE: HATCHED WALL AREA i i i i i i a0
DENOTES NEW CONSTRUCTION. o I I I I I
I II I I I
I
LO FAMILY L------ --J L -------------- HATCHED AREA DENOTES
I I PORCH l_-------------- L-------------J oNEW WALL STRUCTURE.
I
I I I 9'-2"PLATE I I I I
_-- ---- FAMILY
4 _ —_—_—_—_ o I .-
I v I ROOM 1 1 M
I I I I co 1 VAULTED I I o
I I i I 1 I I I Cq
-
1 I I I I ----------------1 F-----------------
CV I I I---------- -- F---- --------
i t ZD I 6'4' 4'-2" I I
I I I I I I
11 li i iJNC
0) FAMILY
I II I
PATIO
I I I I I
--- ---------------- I I 1 I I
1�--�.J �\ I I I U
I M r--------------� �_ _--__-- --7 Z
�CV 1I-_�- I I CO
1 � N POWDE ILII I LO
`o � 9'-2"CLG N I I I � I I1I„ �
I I 1-0" 4-0 801' 41-0l'
_m
I I Cy
3068 �- --
o LAUNDRY CAB 1
II o
LID
9'-2"CLG PANTR
I
I I
r I I I I
li I� I CO D w i KAT HEN ` 1 "a "
---- I VAIU 4TED 1 �'6, a
\ \\ (NETS ABOVE I I I I O N
I \
I I I I
I I I
-
Ir—___.._-- --
I ; NIT, 2'o'' 8'-6" I ORS O S�11�I3'-0"
I II
aoEl
4 r----7 1
� -
, I I I I I DW I
UNIT I 1 I r
#2 I I 9'-2"CLG I I I I
/ �---_� I I 1 I I
I I / I I I I I r-
I
I I I I I I I
NOTE: PROVIDE NEW CABINET I I 3'_e" I io
I I I I I I
AND SINK WITH NEW LIGHT I I L -f,REF T- I I M
1 FIXTURE AND MIRROR ABOVE.
I 3450 DH
2068 _________
I I I I I 1
3030 DH M I I I I I 1
❑ I I I I I I I I
� I I I I I I I I o
MASTR N i i i i i II I N DINING
0 zo L-______J L _____ _J L----. -_J I ' PATIO
0 1 PATIO
ATTIC EXISTING w I I I I I I1 I W
BATH#2
� SQUARE FOOTAGE
I I W
STORAGE I i � - - MASTER i i i DINING i i o l i i �
O I I I I I r I I
0 I I I 11 I
2668 1 1 L_ _J L ____J
EW
I --- --- -------� ---------1 r-- -- I EXISTING
---
BATH BATH #3 i
--
EXIST CLG- I Q `° i i i i i I o FIRST FLOOR A/C: 1155 S.F.
— — PIVOTS_ I WIC i i i � SECOND FLOOR A/C: 1050 S.F.
WIC LINEN OPEN FOS N 8" 2'-2" 8-11, 1 1 T-4" I 1 8" 2'-2" 8"
CAB ATTIC i C U - 2468 POCKET --_ ,-__-_-- SEAT PORCH: 410 S.F.
ACCE�S i 2668 - 2668 __ _----_-__-_ - - N E W
_ 5068 BIFOLD
i
�' / MASTER 3._p..
FIRST FLOOR A/C: 1035 S.F.
co to
N _❑ BATH SECOND FLOOR A/C. 0 S.F.
--� �__-- ------------- zo 0 6'x4'TUB
-- _-_------- -�-N EXISTING
NEW cWn N "' 9'-2"CLG CAB 2668 o PORCH: 122 S.F.
COLUMN U `"� Ln
o - TEMP GLASS _ 1 TOTAL S.F.: 3772 S.F.
NEW
RAIL 4" Oil V-211
z BEDROOM #4 `� "'
a BEDROOM #2 z 2 2636 DH No: DATE: REVISIONS:
U EXIST 8'-0"CLG, EXIST 8'-0"CLG, ___ ____� __-_-_----, Y ❑ -----------
_M I 'L 20
cp
------------- I �
LIVING
N AH U#2 I 1 c',
LOCATED W I 3
IN ATTIC ¢ I I
ABOVE THIS EXIS IN FIRE C I I
AREA i i NOTE TO WINDOW MANUFACNER: �'-10" 5'-2° i To E R FURBI E
WINDOWS FOR EXISTING OPENGS
I 12 ■ ■
_ --- -- - - t --- -- -- -- i TO BE FIELD VERIFIED AND ADgSTED = I ❑
SHELVES SHELVES I o I ICD
to
SHELVE& 2668 _ _ I I FOR MAXIMUM SIZE. In M
OFFICE = CRAFT I P_FNOVA�"I ON
Fr ED ADJUST THIS DIM I \` I 2668 W I I
BOOK CASE PIVOTS � � O
OPEN TO ATTIC STORAGE OBTAIN ADEQUATE 1 �� I BOOK CASE PIVOTS I c I I
CLEARANCE I� STAIR BELOW. I WIC I OPEN TO ATTIC STORAGE I
00 00
I �F, FL, 0VVF1 � ' 5
1 j LL
c`Q0 0
I I I I cv v
I I I I R
I i
BEDROOM #3 I i
I _
EXISTING CLG j
4050 DH 3050 DH 3050 DH (2)3036 DH i I OO�
ATTIC 1 ATTIC i I I 1 I L rV X15
STORAGE STORAGE I I LIVING I I
1 I i PORCH
I I I I I This drawing is an instrument of service an e
hall
remain his property. The of Kevin •use of this•drawingand shall
I I I I I
�, I 31-0 9-4 3-0 9-6 31-0.1 9-4 3-m ('T'*�
be restricted to the anginal site far which it is pre-
II I 1 2 V1 I fir5t floor an pared�sa Publication thereof is expressly limited to
(2)3640 CASE I , 5econ,d floor I I i
SCALE: 1l4 11-011 Job No: Sheat No:
I I SCALE: 1/4" = 1'-0" 02-208
A2 Data -711012005
I I
A2
--- 1 4
--- - --- K
--- ----------------- -
_ _- _ Drawn: � M
L---- -------..._.---.-----------------_- ------------ ..------
- Checked: _
1'-4" 1'-4"
i
■ •
■ •
NEW CEDAR SHAKES. S I G N I�.j INC .
EXISTING BRACKETS TO
BE RETAINED AND REUSED. -74 ��
ARCHITECTURAL SHINGLES ON 15#
ROOFING FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING OR
7/16"O.S.B. ON CONVENTIONAL FRAMING.
CONTINUOUS ALUMINUM SAVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING OVER
OPEN RAFTER TAILS.
5 COURSES OF P.T. 1"x 6"
T&G SHEATHING OVER
P.T.2"x 6"RAFTER TAILS.
EXISTING 8'-0" PLATE
4
EXISTING SECOND FLOOR
EXISTING 9'-2"PLATE
10" NEW PAINTED
SQUARE WOOD
:;t COLUMNS.
N
o� CAST STONE CAP
8"SQUARE CAST STONE
q ACCENT PIECE.
CV)
NEW BRICK
EXISTING FINISH FLOOR
COLUMN BASE.
5ou�h elevAion
A3 SCALE: 1/4"
NEW CEDAR SHAKES.
NEW BRICK VENEER CHIMNEY.
MATCH EXISTING BRACKETS.
ARCHITECTURAL SHINGLES ON 15#
ROOFING FELT OVER 1/2"EXTERIOR
GRADE PLYWOOD SHEATHING OR
7/16"O.S.B. ON CONVENTIONAL FRAMING.
CONTINUOUS ALUMINUM EFVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING OVER
OPEN RAFTER TAILS.
5 COURSES OF P.T. 1"x 6"
T&G SHEATHING OVER
EXISTING 8'-0" PLATE P.T.2"x 6"RAFTER TAILS.
EE
4
co
No: DATE: REVISIONS:
MATCH EXISTING 1
EXISTING SECOND FLOOR 9'-2"PLATE.
EXISTING 9'-2"PLATED NEW CEDAR SHAKES AND 2
NEW CONCRETE LAP SIDING ON 3
15#FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING ON 4
2"x 6" STUDS @ 16"O.C..
N
CD E: 1
N
For
NEW FINISH FLOOR TO MATCH
EXISTING FINISH FLOOR EXISTING FINISH FLOOR. TT�F, F L, 0 r'.1- 1 S
EXISTING GRADE.
NEW PAINTED
SQUARE WOOD r-_/\
v
COLUMNS. I n
north elevation CAST STONE CAP �L�vA11oN5
A3 SCALE: 1/4"=1'-0" 8"SQUARE CAST STONE This drawing Is an Instrument of service and the
ACCENT PIECE, property of Kevin E. Mulllcan. and shall
remain his property. The use of this drawing shall
NEW BRICK be restricted to the original site for which it Is pre—
COLUMN BASE. pared and publication thereof is expressly limited to
such use.
Job No: 02-206 Sheet No:
Date: 711012005
Scale: 1/411-1 1-0
Drawn:
Checked: -
■ ■
■ ■
KI�VIN F MULLI C N
NEW BRICK VENEER CHIMNEY S I G N INC ,
ARCHITECTURAL SHINGLES ON 15#
ROOFING FELT OVER 1/2"EXTERIOR
GRADE PLYWOOD SHEATHING OR ■ ■
7/16"O.S.B. ON CONVENTIONAL FRAMING.
CONTINUOUS ALUMINUM EAVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING OVER
OPEN RAFTER TAILS.
5 COURSES OF P.T. 1"'x 6"
T&G SHEATHING OVER
P.T. 2"x 6"RAFTER TAI LS,
NEW WOOD BRACKET EXISTING 8'-0" PLATE
TO MATCH EXISTING. -7
L 11
4
00
I
MATCH EXISTING _ EXISTING SECOND FLOOR
9'-2" PLATE. EXISTING 9'-2" PLATE
TOP OF WINDOW
[Ell
N
N
i
LO
NEW FINISH FLOOR TO MATCH
EXISTING FINISH FLOOR
EXISTING FINISH FLOOR.
NEW PAINTED
SQUARE WOOD
NEW CEDAR SHAKES SAND NEW CEDAR SHAKES AND COLUMNS.
NEW CONCRETE LAP SIDING ON NEW CONCRETE LAP SIDING ON
15#FELT OVER 1/2" EXTERIOR P.T. FURRING OVER EXISTING CAST STONE CAP
GRADE PLYWOOD SHEATHING ON STUCCO FINISH ON EXISTING
2"x 6"STUDS @ 16"O.C.. STURCTURAL CLAY BLOCKS. 8"SQUARE CAST STONE
ACCENT PIECE.
NEW BRICK
COLUMN BASE.
w4s~� �I�v�ion
A� SC/,LE: 1/4'1 1'-0"
NEW BRICK VENEER CHIMNEY.
ARCHITECTURAL SHINGLES ON 15#
ROOFING FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING OR
7/16"O.S.B. ON CONVENTIONAL FRAMING.
EXISTING 8'-0" PLATE
CONTINUOUS ALUMINUM EAVE DRIP ON
CONTINUOUS P.T. 1"x 2" NOSING OVER
OPEN RAFTER TAILS.
5 COURSES OF P.T. 11" x 6"
4 I
Eo T&G SHEATHING OVER
P.T. 2"x 6" RAFTER TAILS.
- I
&11 1111 1111 111
1
No: DATE: REVISIONS:
MATCH EXISTING
EXISTING SECOND FLOOR 9'-2"PLATE.
EXISTING 9'-2" PLATED 2
3
NEW CONCRETE LAP SIDING ON 4
15#FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING ON
2"x 6"STUDS @ 16"O.C.. ■ ■
N
Ll
N
i
PF NOVA rl ON
LTLA
NEW FINISH FLOOR TO MATCH
EXISTING FINISH FLOOR EXISTING FINISH FLOOR, J O\ n I
■ ■
NEW CONCRETE LAP SIDING ON NEW CEDAR SHAKES AND NEW P.T.WOOD
15#FELT OVER 1/2" EXTERIOR NEW CONCRETE LAP SIDING ON BRACKETS UNDER BAY.
GRADE PLYWOOD SHEATHING ON 15#FELT OVER 1/2" EXTERIOR
NEW PAINTED 2"x 6"STUDS BETWEEN NEW COLUMNS. GRADE,PLYWOOD SHEATHING ON
SQUARE WOOD 2"x 6"STUDS @ 16"O.C.
COLUMNS.
This drawing is an instrument of service and the
and
CAST STONE CAP 2 �as� �I�vion remain his property. The useof Kevin E. ullicanof this�d awngshall hall
be restricted to the original site far which it Is pre-
8"SQUARE CAST STONE A4 SCALE: 1/4"= 1'-0" pared and publication thereof is expressly limited to
ACCENT PIECE. such use.
NEW BRICK Job No: 02-208 Sheet No:
KNEE WALL. Dote: 1/10/2003
Scale: 1/4'' '-O'
Drawn: K,�,M
A4
Checked: _
I
KJ� VIN F , MULLICAN
X,
--- --------- ..... f�� IGN� �, INC ,
I
I
l i l I
lil i 1 i
I j I j I j HATCHED AREA DENOTES
I I I BEARING WALLS.
I I I I I i
. 7
11 1 1 I
11 1 I I
I I I
I 1 I I
- I
I !
II
j 1 j
II
I I I I
j f -
- I -
- _ f _ CONVENTIONAL FRAME
j — �� I I �� �— THIS AREA W/2"x 10"RIDGES
&2" x 8'RAFTERS @ 16"O.C.
I
j I
(3) 2x4 B CE TO
WALL BELOW
I
I I�
I I•
I I�
I II
I I-
I I!
I II
I I-
I I!
I II
I
I
I
I
I
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I I
I I
I I
I I
I I
I I
I I
I
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EXIST I I
I
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EXIST I EXIST
1 I ALL EXISTING GABLE
ROOFS TO REMAIN.
x
1 I I OI
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I I j I I Iwl
I I I
I
ISI No: DATE: REV1514N6:
Iwl I I I — ......— ---=. _
I I I I 1
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1 1 j I I X01
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----�______— ____— --- r_____________ 11 I ■ ■
11
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EXIST 1 I I 1 EXIST
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1 � 1 I I I ' I Fr-,2AMI^NIG
11 1 I I I I I P1,A �1
I j I I I
I - ► I I ISI
I I f I This drawing is an instrument of service and the
I j I I I I I I property of Kevin E. Mullican. and shall
I I I I I j I remain his property. The use of this drawing shall
I I I I I I be restricted to the original site for which it is pre—
EXST""„""" I I "�""'"":„..-• w;y, pared and publication thereof is expressly limited to
I I
11 1 I j I f +lea ►•,�' such use.
roof frim in Ian !4' •SJob No: -2U � Sheet No:
q _.
1 _, ••�� .r � ' ' Date:
SCALE: 1/4" 1'-0" 6/Its/ Zi�i»
___ ___ _______ _ ___________ ___ _ _ _______ _______ A5 = - v• •
...,_ ...�_ _ _�_,_ __ �,4. " ` �� : W� Scale:
Drawn:
----------------- ------------------ --------- __----- KE.M,
/��y • � .. Checked:
V` •• �V .
■
■ UL,
Ir--_--T-- R -_--_-, �_�_ PROVIDE ELECTRIC AND V I N F MV IC/-\N
J r _ CABLE CONNECTION ABOVE
L_jL J ------- --
------ - _-- FIREPLACE FOR TV.
b� SIGN� �� INC ,
F_-7 _ -------- - ____---- i
LL JJ ( REG GFI PHONE
I I I I
WP r � �25 -74
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I I I I I i t
L-A---------- L--------------
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TO LANDSCAPE I I � I I I /
TO LANDSCAPE G.
1 / / '' j Gr,I 01,rL " r
LIGHTING, I \\ \\ , 1 1 / i� I LIGHTING,
I / // I WP cT Gq A, .H
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BKS _
............
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TT 147
\ \\ I ................................ C55EC7'NArEpt'�JJ�
44' UND JR A REG 1 GFI I FLOO7 r
\ �\ Asa tr +--� t3r�-uD-aFt CAI I \ l I �}- PLOOl7 LIG'r
I \ RI� I I PEND I T
-- \ CAB \ / I ♦ 1 1
_ . ...............................
,'A/C-\ .1 --i OI O , , R\ , DI , Y
I\ UNIT I 20V 1 1 0 RE C i PEND / i SCONCE N/AL M01111�n PIXTIj�
i L__J_J I / 1
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#2 i I uNp� " •
---� CA �
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/ I \ _- I � -� \ G� ..............
ELECTRICIAN TO FIELD VERIFY LOCATION I 1 4I4" 1 I I \ IUND
j OF NEW ELECTRICAL OUTLETS WITH OWNS j I \\ del- / 44" ♦\� / AB ......... 2 1 ��L 1C p55C�NT I cTLlr
AND DESIGNER BEFORE INSTALLATION.
CAB L___ ____
P
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PHONE ................ P�-WIp�FOpCEIL!NGF`PJv
y I I \\\
WITH IG�i
GFI / . REG\ I I I I I ® \\\
NCE I NG WP
r•F! / I I \ I I I I I / 1 \ FAN/
/ L-------J L__ _-__J L-------J / LIGHT
44° / ,r�, �, /
GFI i ; ANI WP
L--------i i-- �1___i i___--- i i I j 1 .I G4�A15TfA1vWI NLIGH'
, II �• / LIGHT I i .................................
TO ATTIC LIGHTING--- SCONCE
\ I ' -'/ I / I I I I I I I j SWI1(
\ 1 1 ISPOT I y' PENDANT
\\ I I I 1 4--_---/ / ------- I ------__= III \I /
\ I I I + I �� L J L J % � 3 WAY SWITCH
FAN/ I I \ I i} -�f I I--__ _. _ � 1� I- \ /
LIGHT I 1 \\\ \ I -F_.. xzEc /I ................................. VM
-- \ r_-- 17_J I \ \ \ 1 \ T I I wP / Y SWITCr
--_�'� I F1 / .................................
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CAB 1 �i I L__� _ _J- L-___---� -� __T_J \ P O JUNCTlON3UX
5068 BIFOLD % TO LANDSCAPE - - scolvcE
SCOXCE / LIGHTING.. � I \
---_-_----TO LANDSCAPE PHONE
s E RE c LIGHTING.
REG p PI�oN� ..............
——————— ----- -- _ V----------------- 0 W rH��MosrAr
- LINEN
r � \\ CABINET
r �� ��� scpfvCEPHONE 5M0g G�TICTOp
/ \\ \ s E `I
/ \ \ -RE ~~- .
/ 1 w \
( / 1 44"
y / I FAR GFI
I I�/, I _-____ ________-_., I FAN/ � No: DATE: REVISIONS:
----- _------------�
1 LIGHT
I 1��BOV , I r --------- �
w� L- _ 2
\ / PHONE
3
REG z I
PHONE \ sc�NCE PHONE w N ro uGH � I 4
AN ITC
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SHELVES BEL "� SHELVES SHELVES
I
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\ PHONE / \\ �� .�} j \\ `-�_�� \ 1 \\REGTH F, F 11 0 M P-,- 5
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W I
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This drawing is an instrument of service and the
REG REG -��� REG -�!� RdC \ \ REG I I first floor property of Kevin E. Mullican. and shall
TO ATTIC LIGHTING TO ATTIC LIGHTING 5ecor1 floor WP WP.-, ��wP�� ``` �wb \\ WP i i remain his property. The use of this drawing shall
® \ .• / be restricted to the original site for which it is pre-
1 17152
2 Ian I - - _,�- �, - i electrical Ian
\ - / \\ �� / I I pared and publication thereof is expressly limited to
\ - \ _ /
I I I electrical�car��� I I \ `�.� �- 1 �. I I 1 � �� such use.
~— ` 02-208
I A6 SCALE: 1/4"= V-0" I \�� �•' `-- - __-___� `j-__-_-
Q6 SCALE: 1l4" = it-oil Job No: Sheet Na:
Date:
-711012005
------------------ --- ----------- ___ -_ -------- Scale: 1/4
L__ ---�-----J
--- --- --------__ -___ --- ------- --- -------------- Drawn:
K,�,M. A6
I Chocked:
iTO LANDSCAPE
LIGHTING.
■ ■