3rd Street 265 �a
r
Q
TYPICAL HP,Nc�,ERS:
* SINGLE 2x I O I2,4FTER TO RI T7?C�E- SST LSSU21 p
- DOUBLE 2x10 RAFTER Tp RI1:>OE- SST LSSU2I(f>-2
w
2x10 RAFTERS o 24"c)G. (SINOILE ASSEMBLY) Z
(4) - I "DIA .4!30-7 BOLTS W
(a) 2x6 SYP POST AT E^C-H EIND OF HI�AD)=FZ
TYPICAL ( IN5T^LL FIRST AND SECOND FLOORS) MIN• (�) SYP STUDScn
G516 � �2"o.G.
(2) 1 E%4" x II -7/,E?," LVL RIDGE, STRAP TO mo�w//
HEADER w/ (2) HTSE30 .4T E,4G"H END SIfvIPSON HD14G� LL
Lu
I NST.4LL SST•-- MSTA3C�:> .4T EACH END
pF I-IEADER a G51e, 5TRAP 1=3ETINEEN FLOORS
LTS12 <9> I " .4NGHOlz BOLT Tp FTE 0
EACH TRUSS w/ 4 LEG
DOUBLE MEMBERS
• STEMW,4LL
FRAME DORMERS WITH 2x6 D�T�I L 01= SECOND
RAFTERS o 24"oG•
FOOT I NG
DETL\I l_ CSF HDI 4/\/s,, 1 NST/-"%L_L_.\TI aN
SFIE/\TH BATH
SIDES pF THESE o
SI-IEAR4^I.�LLS Z
(USE SYP STUDS) _0 ' UJ
c
4x4 PT POST ON 51MPSON ABU4�4 2) C151
U
N� PLAN POST BASE w/ (2) 51MP90N N6 CLIPS
- AT BEAM ABOVE or USE
PERMACAST DETAIL. (TYPICAL) �
✓" L'4 Q
El El
2 - 2x12 (TYP) /
HD I (2) GS I
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I it II II
II II II
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SIDES OF THESE
J q I I SHEA RWALL
� W (USE 5i-F=1STU
J II / �
X00 = } � d
SHEATH E30TH 51 1:>E
�-IE?.TH 1EpTH Hl:;>14A
N SIDES OF THESE
N SHEP.RINALLS
(USE S-TP STUDS) h
4-I w Cj
❑ (2) - 2 x 12 (T-T-F-)
2 - 2 x 12 (TYPICAL PORCH BEAM) II F4 5
------------- o
n1 4x4 PT POST ON STRAPPED
C�xra PT POST ON 51MP50N ABU�B " 5HEA T H E3QTH 571 DE5 TO BEAM BELOW w/ 55T- MSTA36
R`1'" HE qpE D I��`T �I��c PO5T BASE w/ (2) SIMPSON H& CLIPS 7 H
ORT(- O CRIF' AT BEAM ABOVE or USE w 0
SENC R T 4 w/ (2) SIMPSON 1-16 CLIPS
END. GAS36 STRAP-LEg wi �2 j PERMACAST DETAIL. (TYPICAL) AT BEAM ABOVE✓ or USE
l I/„ SAT ESC SHEATH BATH PERMACAST DETAIL. (TYPICAL)
x VL. SI IO D 5HEARWALL NOTE: ALL LOAD BEARING HEADERS SHALL BE NOTE: ALL LOAD BEAFRING HEADERS BALL BE
yam~ A MINIMUM OF (2) 2XIO No.2 or BT SYP (U.ON_) A MINIMUM OF (2) 2X4& No.2 or BT 511 (U.O.N.)
SNEARWALLS NAILED AT &"oc. ON EDGES CITY,aNATLANrlc Bf:gCH
alEalE AND 12"oc. IN INTERMEDIATE SUPPORTSI� &€ZONING OFFICE
SYS WITH 8d COMMON NAILS. �� p
1
US �� NLaNpI� ���1CH
7
SI Nq�N PASI EMBSTU� S�� SHEARwALLS NAILED AT 3'bc. ON EDGES
E PA-28 O2NMONo COM or
�--}]� AND 12 "oc. IN INTERMEDIATE SUPPORTS
L�TN�C TT16 WITH Sd COMMON NAILS. �- So2
SLABg
C=:7Af;ZA�f=— 5Hf=—Af;Z1-^AALL5 (est FLC)C)_E2 I �T J. . C� C� fi� 5HEAFZNA _ 1_ E� SH 'F;Z�N^LLQ
Q
TYPICAL HP.NC�EFZS:
* SINGLE 2x10 RAFTER TO LSSU210
* DOUBLE 2x10 R^FTER TO SST L5SU2IO-2
r..0
2x10 R^FTEfzS ® 24"oG. (SINGLE ASSEMBLY)
(4) - I "D 1.4 ,4E30-7 BOLTS W
(3) 2x6 SYP POST ,4T E,4GH Er,4E? OF HEADERQ
T-T PI G,4L ( INSTALL FIRST AND SECOND FLOORS) MIN. (�) SYP STUDS
GS16
(2) 1 3/4" x II -1/o" LVL TO Nw
HEADIER w/ (2) HT530 ^T E/\(G>-f END SI MPSON HD14L�. LL
1Lu
I NST^LL SST- I"ISTA36 ,4T EAG.H END
0f= HEAIDER 5- GS16 STRAP BETWEEN FLOOFZS
LTS12 � • I ANGHOIz BOLT TO FTE -jEACH TRUSS w/ 4 LECA
DOUi3Ll< MEMI`3E1zS •
STEMWALL z
FR>^ME DORMERS WITH 21x6 QF 5EGC )ND 1
iZAFTERS 2q "ac.
FOOTI NG
DET/\II_ G7� I-+ID14 IN�T1_1_L�Tl �l�l
SHE^TH BOTH
SI DES OF THESE
SHE.4FZ"^L-L5
(USE 5-TP STUBS)
� W
2) GSI
4x4 PT POST ON SIMPSON ABU44 U
a� FOAM I N� PLAN POST BASE w/ (2) SIMPSON H6 CLIPS
AT BEAM ABOVE or 115E
PERMACA5T DETAIL. (TYPICAL) --IID 14
- _❑ - _ •
2 - 2 x 12 (TYP)
'51( 11,
a
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N I-�--I
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X Cy �`\�% I D �
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I II II II
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II II II LO rn o
I II II II
I I I I (OD
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2ncl FL(OC)EF, I I 11 I I 0/1100
2x6 ,4YP I I fly..
I CIST0 (OD
II II II
W I SI-IEATH BOTH
� Z � SIDES OF THESE
SHE/s FZWAL.L
JJ W (USE S-T-f- 5TU )
< (L �� �
5HEAT—I E30TH 15117)E
I-IEATH BOTI-f HI:?1.4
ry S I DES OF THESE I "
ry SHEARWALLS a
(USE SYP STUDS) h ,n I
❑ (2) - 2 x 12 (T-l'
1 2 - 2 x 12 (TYPICAL PORCH BEAM)
ry � nomn'' � Q Q
(vxro PT POST ON 51MP50N ABU(a ry
N 4x4 PT POST ON STRAPPED
HF- )144
POST BASE w/ (2) 51MP50N Ngo CLIPS SHEATH E3OTH 5I11:;IE5 TO BEAM BELOW w! SST- M5TA36 � �D5ENp H
4 w/ (2) SIMPSON H6 CLIPS w
�R To
�NpCO RTF'G4836 RAP LES w/ AT BEAM ABOVE or USE PERMACAST DETAIL. (TYPICAL) AT BEAM ABOVE or USE
(z1 1% S Ar QAC SHEATH BOTH PERMACA5T DETAIL. (TYPICAL) U
4' x �„ SIDES cr)
L-� OF SHEARWALL NOTE: ALL LOAD BEARING HEADERS SHALL BE NOTE: ALL LOAD BEARZING HEADERS 9ALL BE
A MINIMUM OE (2) 2XIm No.2 or BT SYP (U.O.N.) A MINIMUM OE (2) 2x169 No.2 or BT'BY (U.O.N.) SHEET.
5NEARWALL5 NAILED AT 6"oc. ON EDGES
**5YF AND 12"oc. IN INTERMEDIATE SUPPORTS
Sll-r>��oN 5TUI75*�
WITH Sd COMMON NAILS.
SI -j 5qEARWALLS NAILED AT Y'or- ON EDGE$
us E t�q 218 uj,lN� pNd CSM ro AP � AND 12"oc. IN INTERMEDIATE SUPPORTS
rNic SAABS TT16 WITH 8d COMMON NAILS. S �2
!E>HEAF,' P*-4ALL5 I ,st fLC:)a Flf:;ZST F 5HE ANAL L 5
■ mom ■
KF- VIN F., M
35'-0"
15'-6"
T-6" T-0"
N - __ - _ ,_ _ r------^---———-----—-------...,..-_---__.....,.._---__ I I
JI II
•1. ,
I , 12"x 24"CONTINUOUS CONCRETE
, --------------------- --- i --- I I. FOOTING W/3#5's CONTINUOUS&
II II
•I II II I. #4's TRANSVERSE @ 24"O.C. ON
__�-_-�_ - _ ; o¢ COMPACTED SUBGRADE. ♦ ...,......-----—�- _r.....»,-----------
, I
- -
I I I -
f /i r----------------- ----- . - ___ :� _ : . • 8"C.M.U. STEM WALL. ♦�♦
4"CONCRETE SLAB 2500 psi W/6x6x10x10 ♦♦ r♦
��•'� 1' W.W.M. OR FIBERMESH ON 6 MIL VAPOR ♦♦ ♦♦
13'48" I BARRIER ON TREATED AND COMPACTED FILL. ♦ I I
1
f♦
10!-2". T-6 1
II
i --....'--- :_,....--------- - I . INTERIOR BEARING.
- , I SEE DETAIL"K" II
I I —T-- ---s ---- I STRUCTURAL SHEET S-1. I 13'-
4" I I
I 30" x 30"x 12" FTG
' �v/3#5'S E. V.. I I . ----- -. I = II1
5'
4 I WH -- --- -F
I I
C !---------
r I Q
f f I I A/C CHASE .l'I 1 io
( � BELOW FOR
I I I FIRST FLOOR
I II
I I 4"CONCRETE SLAB W/ I I I
8"TURNED DOWN EDGE. I I - - ,
4 1 N I ( I I WALL LADR f
,-
cn I J i AIC#1 , � 36"SQ. I TO ROOF TCH
IFIRST
FLOOR - � I ROOF
I I I I I i /xy I N HATCH
--;'MECHANIC
A/C#2 - __
I 15'-2" _ A/C 4 I I SECOND ROOM-----------~ -=_-_----
( FLOOR , ' 8' CLG -�'•
•I . ,.`" _� � PAD` 1 I '
J II
I II
30"x 30"•x 12" �G I I 1 1
'w/"3#5'S E.W.. . . .
•J. I II II
! i 4 EXPAND KOOTNG YO 1 -�'
30"x 30"x 12" FTG..
I •• .. •• •• w/3#5'S.E=.W.. r__�;............... -... _..._..-_..--______•-T__ 1 --_--_......._...... ,---_._..,......,-_.
II II
r--r...... ---.---- ----------rJ
iyr---_-_....�..,....,.---
J L I I I I r--...------_.---
Na DATE: REVISIONS:
___.._.___ � -__-___�--__ _� _ , �-._ _. _M .� � I � j I j r-� -� 1 6-15-01 REVISED SPIRAL STAIR
L--——-——-—————-————————————— 1 L J L
IL.........y r._. .,. I 2
L- ----------------------------------•---•------------------------ I I I i t 3
L-------------- --------- I
I '---------- ....,.......,........... --- 4
2'-6" 9'-10"
191-0"
Nr� w HOMFI
35'_0"
� OIC
MAP,,Y & SILL, LOVF--,
■
FOUNPA-noN FLAN
founjation .plan a�-�ic Ian A-r-r1C PL-AN
This drawing la an instrument of service and the
fv c I/h" '-O" Al xA�: 114" ' 1--0' property of Kevin E. Mullican. and shall
Al •
ulplI 8 remain his property. The use of this drawing shall
�uluoZ pus m
p ��10 be restricted to the original site for which it Is pnr-
�{oea� oiluelIV 1 pared and publication thereof is expressly Iknited to
such use.
too?. L � �'"� Job No: 01-206 Sheat No:
13- D3a Date: 4/20/2001
Scala 1/,411�1'-0"
Drawn: K,�A. Al
Checked: _
� a
KJ� Vlm Fl . M
P 516 N� h
35'-0" 35'-0"
15'-6" 19'-6" I 15'-6" 19'-6"
5'-0" 7'-6" 3'-0" V-0" 10'•6" 7'-6" 5'4" 6-8"
2'-8" 61-111 714" 61-111 3'-6" 4'-0" 2'-3" 3'-1" 3'-2" 3'-6"
�_-w_____ __ __-_ _W ______ _______-
I I
I ROOF
6080 SLIDIMIG 6080 SLIDING I I BELOW i 2020 AWN
' I FRENCH FRENCH I x 2WN TEM OBS 30 DH
1 TV ¢ I I n
t CAB r I I -
4 " 3080 4 I I N
ISTOOP FRENCH —_ NI
ROOF10
j 1
1 BELOW I WIC 1
I FP
0 DH I I c
� FAMILY 6 i I [(:30L; S
GAS I I PROVIDE PAN AND �y a
9'CLG A7 I FP 10 O� I I DRAIN FOR WASHER MASTER r
4 I
� � RANGE I m A7 I u ,ti'� BATH
9'CLG
O I W D
I l i Y 2'-a" U- 1 +� . N
I z,,
II . Z N c
N KITCHEN U ' _._ o I `° _
I n
9' CLG I7ca
r I Q =� BEDROOM #3 , LA DRY
I `� I I I LINEN =
n ; N qt 9 CLG
`- 9'CLG I I 1 1 , CABINET N
N -T- I
WALL 2468 CO _
F- 1 3068
ZPAIITFIY
1 _ 1 " 1a 1 " 1 1 1 1u13-2 2-8 6-4 5 10' 3-8� i �REF H TA R/ c� OPENING IN CEILING--_----__ _ -- --- -- i _ N 4 1~ FOR SPIR_AL_STAIR. ! N �? F-
R 8' N ``� - - Nr_ 26"_ 2468POCKET J COMPUTER DESK -
I READ
z '
n 4'-2" 5'-4" 4'-2" 1 -51 5'-5" ;L 4, 11 81-4"
Y . 1
4 . _ 4 4 2aea I M
N 24830_ ` ' Cl) 6080 BIFOLD ' `r
4 1 -SOIt117 = iV �? I
q A7' j CORE x [a -
' x DINING ;c� a o z w L 1 .
--.-
Q - J N (L N C? ; - C1 N
1., A7 9 CLG ;U 0 0 h: n
ATH ##4 Ih BATH 164H #2NSOUND PROOF ;CQ N 9'CLG 9CLG N
A7 ALL WALLS � �CLG1 � � �
N T IN BATH nA/C41 - MASTER
DEN/
n _ 266 I9'CLG F'
co GUEST
N ; 9'CLG - to
2468 - 5QU/vI,� f oof V Al
5'-9" 5'-5" 2'-0" 3'-4" 1'-6" 13'-E6"
_________________________ _________
F16f FLoorP,
A C. 1295 5,F,
811 91.6" 41-211 " z
N = " 5�CONb FLOOp A/ C. 125Q 5.F,
-- FOYER _ - -
,L Q TQTA!_ A/C: 255 5,F,
co to
N ; ; 9'CLG -
O
A7 i i tt N M
LIVING ! N z BEDROOM #2 N
-���', 4 9' CLG 4 {2)3060 DH 9'CLG
r A6 '- N v 4 (2)3060 DH r'�pCN�S: 200 5.�.
f0f& 5.F.:. 2745 5,F,
3080 FREC�H W// PORCH ( N S 3080 PORCH II
TRANSOII�f ABOV/E 1 p I 1 FRENCH 11 ZD
Na: DATE: REVISIONS:
Nri Fj 6--15--01 REVISED SPIRAL STAIR
I 2
I (3)3060 DH I I I I 4 I II
I 3
I I 1
r
(2)3060 DH I 4
8'-0" 8'-0" T-2" 31'-6" 3'-4" 6'-6" 1
6'-8" 2'-6" 9'-1011 5'-8" 5'-8" 3'-2" 3'-6" 0 3'4" 6'-6"
16'-0" 19'-0" 2'-4" 11'4" 2'-4" 6'-8" 2'-6" NFIW H
l�
35-0" 16'-0" 19'-0"
36-011 1�2 1 L L L OV F-1
■
firA fl r I 2 FLoor
00 an seconJ floor Ian P1,AN5
A2 x�:�. 17� � I -o
This drawing is an Instrument of service and the
property of Kevin E. Mulllcan. and shall
remain his property. The use of this drawing shall
be restricted to the original site far which It Is pre--
pared and publication thereof is expressly limited to
such use,
Job No: 01-206 Sheet No.-
Date:
o:date: -412012001
Scale: 1/4'1',I.01
Drawn: K,�,M, A2
Checked;
I
e s
CEDAR SHAKES ON 15"FELT V
OVER 1/2"EXTERIOR GRADE KF IN 1 � MULLICAN
PLYWOOD SHEATHING ON
2"x 6"STUDS @ 18"O.C. '
SEMCO TPP4
CONTINUOUS P.T. 2"x6"SOLE PLATE W/
5 1/4" @ 32"O.C.
1/2" DIA. x 10" LONG ANCHOR BOLT AT C 9 D1-) 6 41 '?58-71
32"O.C. AND AT ALL CORNERS.
` 4"CONCRETIE SLAB 2500 psi W/6x6x10x10
GRADE a0 W.W.M. ON 6 MIL VAPOR BARRIER OVER
1'-4"x 2'-0" MONOLITHIC CONCRETE TREATED ANID COMPACTED FILL.
FOOTING W/3#5's CONTINUOUS AND —
#4's TRANSVERSE @ 24"O.C.
1z
V-6"CANT.1 8
FIBERGLASS SHINGLES ON 15# TYPICAL
wall 5ection ROOFING FELT OVER 1/2"EXTERIOR (U.O.N.)
A6 �' /2., " � -O�� 7/R1fi�E PLYWOOD SHEATHING OR
O.S.B.ON PRE ENGINEERED
ROOF TRUSSES @ 24"O.C.
GALV. METAL HURRICANE CLIP I R-30 INSULATION W/
(SEE SHEETS S-1 &S-2). 2" POSITIVE AIRSPACE
UNDER SHEATHING
CONTINUOUS ALUMINUM SMOOTH FINISH ON
EAVE DRIP ON CONTINUOUS 5/8" DRYWALL CEILING
12 P.T. 1"x2" NOSING OVER CONT. (2)2"x6"#2 SOUTHERN PINE TOP PLATE
L.P. 1"'x 8" FASCIA BOARD OVER SEE SHEETS S-1 &S-2 FOR ENGINEERING NOTES
FIBERGLASS SHINGLES ON 15# V-6., a CONT. P.T. 2"x 6"SUB FASCIA
ON STRUCTURAL MEMBERS AND CONNECTIONS.
ROOFING FELT OVER 1/2" EXTERIOR (�TYPICAL
1 /2"AC PLYWOOD SEMCO TPP4
GRADE PLYWOOD SHEATHING OR 7/16"O.S.B.
ON 2"x 10"CONVENTIONAL FRAMING. @ 32'O.C.
(SEE STRUCTURAL SHEETS.) �8 CONTINUOUS 3"
2"x 4"RAFTER TAIL. t2 R-30 INSULATFION W/ VINYL VENT
2"POSITIVE/AIRSPACE
UNDER SHEAkTHING 1"x 4"S4S TRIM BOARD
GALV. METAL HURRICANE CLIP SMOOTH FINIISH ON 2"x 8"S4S TRIM BOARD 4
(SEE SHEETS S-1 & S-2). 5/8"DRYWALL CEILING Q1
(2)2"x6"#2 SOUTHERN PINE TOP PLATE 1/2" DRYWALL ON 2"x6"
CONTINUOUS ALUMINUM SEE SHEETSI S-1 &S-2 FOR ENGINEERING NOTES CEDAR SHAKES ON 15" FELT STUDS @ 16"O.C.
1/2"EXTERIOR GRADE
EAVE DRIP ON CONTINUOUS ON STRUCTURAL MEMBERS AND CONNECTIONS. 2"x fi"STUDS PLYWOOD SHEATHING R-19 FIBERGLASS BATT
P.T. 1"x2"NOSING OVER CONT. G ON INSULATION BETWEEN STUDS
L.P. 1"x 8" FASCIA BOARD OVER SEMCO TPP4 2" 1NN O.C.
CONT. P.T. 2" x 6"SUB FASCIA. 4 @ 32"O.C.
%p
1/2"DRYWALL ON 2"x6"
1/2"AC PLYWOOD STUDS @ 16'"O.C. '
CONTINUOUS 3"
VINYL VENT
1"x 4" S4S TRIM BOARD R-19 FIBERGILASS BATT NEW 71/2"WOOD BASE
INSULATION 'BETWEEN STUDS -
2"x 8"S4S TRIM BOARD NEW 7 1/2"VIVOOD BASE FLOOR TRUSSES @ 24"O.C.
It
FLOOR TRUSSES @ 16"O.C.
R-19 FIBERG6LASS BATT SMOOTH FINISH ON
INSULATION�BETWEEN TRUSSES 5/8" DRYWALL CEILING
SMOOTH FINISH ON (2)2"x6"#2 SOUTHERN PINE TOP PLATE
CEDAR SHAKES ON 15" FELT 5/8"DRYWALL CEILING y
OVER 1/2" EXTERIOR GRADE R�19 FIBERGLASS BATT
PLYWOOD SHEATHING ON (2j 2"x6"#2 SiOUTHERN PINE TOP PLATE
2"x 6"STUDS @ 161,O.C. INSULATION BETWEEN STUDS
CEDAR SHAKES ON 15"FELT
OVER 1/2"EXTERIOR GRADE 4 CEDAR SHAKES ON 15"FELT
PLYWOOD SHEATHING ON OVER 1/2'EXTERIOR GRADE 4
PLYWOOD SHEATHING ON m
2"x 6"STUDS @.16"O.C. P2"x 6"STUDS @ 18"O.C.
SEMCo TPP44
@ 32"O.C. SEMCO TPP4
CONTINUOUS P.T. 2"x6"SOLE PLATE W/ @ 32"O.C.
1/2" DIA. x 10"LONG ANCHOR BOLT AT CONTINUOUS P.T. 2"x6"SOLE PLATE W/
32"O.C.AND AT ALL CORNERS. 1/2" DIA. x 10"LONG ANCHOR BOLT AT
4" CONCRETrE SLAB 2500 psi W/6x6x10x10 32"O.C.AND AT ALL CORNERS. 4"CONCRETE SLAB 2500
;: �+ ` W.W.M.ON 63 MIL VAPOR BARRIER OVER psi W/6x6x10x10
Y
GRADE °p - ' r TREATED AMID COMPACTED FILL. VARIES ACCORDING TO GRADE W.W.M. ON 6 MIL VAPOR BARRIER OVER '
1'-4"x 2'-0"MONOLITHIC CONCRETE FIN. FL,APPROX 1'4"ABOVE TREATED AND'COMPACTED FILL.
FOOTING W/3 45's CONTINUOUS AND try ,. 4 GRADE AT HIGHEST POINT
#4's TRANSVERSE @ 24"O.C. GRADE
sµ z 8" BLOCK FOUNDATION WALL NO: DATE: REVISIONS:
STUCCO FINISH OVER ? W/1 #5 VERT. @ 48"O.C..
zzi 1'_4 _ BLOCK FOUNDATION WALLS. t 6-15--01 REVISED GARAGE WALL SECTION
lev
12"x 24"CONTINUOUS CONCRETE
imam ; :;•,� • _ ��;; FOOTING W/3#5's CONTINUOUS& 2
#4's TRANSVERSE @ 24"O.C.
•«r, r� iw ON COMPACTED SUBGRADE, 3"
4
2 wal I 5ect ion 2.0`:
wall 56ctioM G 0 P"
A� SC�lls 2 a MANY & I3 I L L L OVF,
1 #a corvnraious
6 ML VWOk7(3PtdZll'.K'OV�R WALL 5F-c TI o N 5
11�F_A11 ?Mal CO&VACT1:0 FLL
This drawing Is an Instrument of service and the
remain his of
property. The useofthis drawing and shall
shall
curbthe which It Is
3 barer site
Is e� renal itmtted to
A6 SCALES I/2" - I'-Q" ro—
much use.
P expressly
Job No: 01-206 Sheet Na
,
Date: 4120/2001
Scale: !/2 19 1 l-OI 1
WALL 5�CTION5 FR, 6MACZ WALL 5�CTION5 FOP HOIJ5� Drawn: KI;,M.
Checked: _
a ■
26�5 3�
r N
K'� VIN F- , MULLIGAN
P 1516NFP:
C 904) 641 --�587
15'-0"
15'-0"
3'-4., 814" 3'4"
N ¢ N¢ 4'-2" 4'-2"
15'-0 OUTDOOR BATH #3 1
SHOWER 1
8'CLG '
2020 AWN
t1�J
Mi–_ r–_ _ -- ---- ---_i q;, �% WH M ATTIC .I
I I �>c SAN X46
-—
V-4"xc 2'-0" MONOLITHIC CONCRETE '��i _ vN i f
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No: DATE: REVISIONS:
A6-15-01 REVISED GARAGE
found _Plan
firA floor Ian 5econid floor- I�� 2
A8 xA.�: ;ia., - 1--'011
3
N F W H 0 M F-1
MAl?,Y & DIU, LOVF,
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PLAN5
This drawing Is an instrument of service and the
property of Kevin E. Mullican. and &hall
remain his property. The use of this drawing shall
be restricted to the orjglnaI site far which it is pre–
pared and publication thereof Is expressly limited to
such use.
Job No: 01-206 Sheet No:
Date; 412012001
Scale:
Drawn: K,r,M. A(5 N
Checked:
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KFVIN F, MUL, [, 1CAN
b
516 N� P-1,
25'HEIGHT LIMIT
FIBERGLASS SHINGLES ON 15#
12 ROOFING FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING OR
8 7/16"O.S.B. ON CONVENTIONAL FRAMING.
(SEE STRUCTURAL SHEETS
8'-0" PLATE
AT DORMER CONTINUOUS ALUMINUM SAVE DRIP ON
CONTINUOUS P.T. 1"x 2"NOSING OVER
CONTINUOUS L.P. 1"x 8" FASCIA BOARD OVER
CONTINUOUS P.T. 2"x 6'SUB FASCIA.
4
N CEDAR SHAKES ON 15"FELT
OVER 1/2" EXTERIOR GRADE -
4 I it it H IT if Hi
PLYWOOD SHEATHING ON `s
4 2"x 6"STUDS @ 16"O.C.. q 00ip ib
11[fil fill 11 1111
[Tit H1111 Hill
I 11TH-III I it 11 111111 t
SECOND FLOOR
H1111 111111 IHII 111111 111111 111fil 111 11 11 Hill
IT-11 it ITI
8'-0"PLATE UH 11 111111 1 HIIIIIIIIII III
#will 11 111111 HIT 11
P.T. 2"x 6"OPEN RAFTERS ON
fill 111111 P.T. 4"x 4" BRACKETS. IIHHIIH
I fill Hill fill
4 1 4 4 4
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FINISH FLOOR11 if II If IT 11
5nkh elevation 2 north elevation
25'HEIGHT LIMIT
12
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4I U Lill Liu INo: DATE: REVISIONS:
N : I If if If III HIT'll HIT11 III
_T 11 it If 11 1 Will 111111 Hill[ 11 4 6-15-01 REVISED GARAGE
11 111111 fill- I It ]��F I It IT It I H 1111 H [111 11-ITTI-11 IT 11 111111 111111 fill 11 fill 11 11111
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litTY41 III I III I, 111 11 11 11 11 1111 1114
SECOND FLOOR H H 11 111111 H.if 11 11 fill 11 H [111 H li 11 11 if 11
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8'-0" PLATE - q e
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FINISH FLOOR If 11 11 Ildffil H III
F-L-F-VArION5
' This drawing Is an instrument of service and the
31 gas �I wa�ion 4 We5t ei I eVC—iI on property of Kevin E. Mulligan. and shall
i���� M I�+O�� remain his property. The use of this drawing shall
Ag be restricted to the original site far which it is pre—
pared and publication thereof is expressly limited to
such use.
Job No: 01-206 Sheet No:
Date: 4/20/2001
Scale:
Drawn:
Checked:
■ N
t
r --V1 , MUL, L. ICAN
50.00'
r it i1 ,,7#1 .._. ,s---• ,, is i — 11-•-- as—pis— „ —. .sI aA—T
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.._. I I _.._�_�.� BRL I W_ •
I 8' I„
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NEW GARAGE
j 20'BRL I
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1 ...I. • _ � I I
I 2 HIGH BLOCK RETAINING WALL
5o.0a'
No: DATE: REVISIONS:
_"�. - - - -- - - - - - - - - - - -- _ _ _ _ _ _ _ _ _ t 6--15--01 REVISED GARAGE
2
3
THIRD STREET 4
NSW HOME
� ..�.._.._.._.._.._..� .._.._..,... .._.._..._....__...._.._.._..�..._.._.._.._.._.._ .._.._.._.._.._..� .._.._
MANY & � 1LILI DOVE
■" N
ri architectural side Ian
' 51 Tr 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 and publication thereof Is expressly limited to
such use.
.lob No: 0I-206 Sheat No:
Date: 4120/.2001
Scale: I" 10'-0"
Drawn; U.M.
Checked: _
■ //__ ■
VJ 3 cckst