Beach Avenue 1296 ra� \1, 1
( 90-
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107'�01
---------- ---------- -----------
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13
20' P r,.1-o --------- ------ C)
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EXISTING HOME,
FOOTPRINT TO
REMAIN THE SAME.
EXISTING
CABANA No: DATE: REMSIONS:
Al . .....
---—---------------------------------------- �'rlt------------------------------------------------—-------1 3
4
APPROVED
CITY OF ATLANTIC BEACH HOML� P,,-F-- NOVb\TION
PLANNING & ZONING OFFICE
AUG 2 8 20 FOP-,, F PHIL,
C H/N 1:2 L, F, F-,-
AppF�OV
CITY OF ATLANTkF
U'L")IPqG orp,'3EACH
Al?,CHITI�CTUP,-A,
5 1 TE� P I-AN
architectural site plan OY. This drawing Is an Instrument of service and the
SCALE: 111 = 10.-C)I. 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 pra—
pared and publication thereof Is expressly IImIted to
such use.
Job No: 00-202 Sheet No:
Date: 2�1 2001
Scale: P - 10'-0''
Av. Drawn: Kf.M.
Chocked:
low, 0
( 90
gl-
4
A
El
EJ
EXISTING BATH
AND FIXTURES
TO REMAIN.
EXISTING KITCHEN CABINETS,
Ily APPLIANCES AND FIXTURES
TO REMAIN.
EXISTING DOORS EXISTING WINDOWS
TO REMAIN.
Ij
EXISTING BATH
AND FIXTURES
TO REMAIN.
EXISTING DOORS
TO BE REMOVED (TYP),
3- NOTE' HATCHED AREAS DENOTE Fj
EXIST*ING WALL CONSTRUCTION
TO BE REMOVED.
IlZe',
FX51% 5QUAPT FOOfNZ
fftoopp\/ L 16615f,
:1777 -Ez IL
NOTE: HATCHED AREAS DENOTE P\/C: 16�4 5'r.
EXISTING WALL CONSTRUCTION' f0TA, A/ C 2820 5F
TO BE REMOVED.
�84 5.F.
r0fA, 1),F. 5f,
Fr
U
F--
No: DATE: REMSIONS:
3
EXISTING DOORS 4
EXISTING WINDOWS
TO BE REMOVED (TYP). TO BE REMOVED (TYP).
F.1
71A
V
HOML� P-,,-[� NOVATION
FOP-,, FP-,,AN PHIL,
- ---- ---- - -- -- --
- -- -- -- - - - - - - zzzzz,
C HAN P I, P-,-
REMOVE ALL PLUMBING FIXTURES,
SUPPLY LINES AND DRAIN LINES. EXISTING BATH REMOVE EXISTING FLAT
AND FIXTURES ROOFS OVER SOUTH SIDE
TO REMAIN. OF EXISTING HOUSE.
P[� MO[- I Ti ON
This drawing In an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
first floor demolition second floor demolition plan be restrictid to the original site for which it Is pro-
_ __plan 2 pared and publication thereof Is expressly limited to
SCALE: 1/4" V-0" SCALE: 1/4" 1.-0. such use.
Job No: 00-2()2 Sheet No:
Date: 151/ 2�Xlll
Scale: 01
Drawn:
-42c� & 13c7qCH 4VI Chocked:
IN 4ftWA%W71e111110"W*"^1 7
El El
--- - - NEW(2)P850 CASE
- - - -- - LLJ
4' 0"
6850 CASEI
El LU
CD to
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co
(OD CD N
N XISTIN
B H EXISTING
z
;0
CF) BEDROOM
3%0" SQUARE x V-4" DEEP FOOTING --------
W1 4#TS EACH WAY.
EJ (2 068 668
-IN
99ILT
El
L------J
WH r EXISTING
W
BEDROOM
—-—-—-—-—-—--- -------
T
1166 5-F.
FIP,5f FOOP, A/ C:
0
L-------J 6'-f 0 LOOP, Al C: 1686 5,F.
13'-10" 5�CONP �
El --- --- --
CD -Ni FT FLOOP� A/ C: 902 5f,
to
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6AM�:
8t-6"
6068 BIFOLD
6" x 6" POST
TYPICAL
r
I NOTE: HATCHED AREAS DENOTE
IN6 5QUAFE FOOV6�
-------------- U CD NEW WALL CONSTRUCTION.
1 1 1 1 1 1 1 1-__�-_j M
z
ri
-------- C5 NP,5f F�OOP\ A/ C: 1166 5-F.
3'-6" SQUARE x 11-4" DEEP FOOTING
N
CD W/5#5's EACH WAY, HEIGHT ABOVE FINISH Do EXISTING 5�COML? FLOOP, Al C:
MINED--": 2820 5-F
FLOOR To BE DETER 00 fOf& A/ C.
L---------- AFTER STAIR IS FRAMED. 4 7" C'4 3'- GARAGE
Z EXISTING A/C
TO REMAIN.
T-5" 5--l" I
---------- -----
------ --------- - f0fA, 5.F,: 5-F.
Z-4
`4& r;
V-8"WIDE X 1'-0" DEEP THICKENED 0 REMSIONS:
No: DATE:
3-5-
SLAB W/3#5's CONTINUOUS. 4—- V,,,,, D A
1010
00
LIN 4068 BIFOLD
2 68 NEW A4
NEW Lu co
Z LU
io J BEDROOM 0
W BEDROOM
(n 11
#4 co
N
#3 NEW 00
co N
04 -0 V 0
00 BATH Wo HOML� P__,F_ N0VA
CL
LU (D L)
T-6" SQUARE X 1'-4" DEEP FOOTING %,,,",, .1
L0 0?
W1 5#5's EACH WAY. 1 0 LO in For F PHIL-
;0 L) 00
C14
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Ba 8 E_I li.SE 2850 CAS E
2468 1 2030 CASE
LT] 28 0 CASE �_82_8_CASE I
FREI ICH Z-1 0"
S-8- 0
4-4o 91-1 01<
L--- T-8" 81-6" T-8 1'4 LIL _f Tu r
/VCH11 Ic
OTE' CUT AWAY EXISTING SLAB AND 6-4" 51-611 131-61t
FOUNDATION TO INSTALL NEW FOOTINGS 12--2". Ir +
8'-2" 12'-4" 16--011 --------------- (TYPICAL) 36-4-
This drawing Is an Instrument of service and the
36'-6" ----------------------- prop'erty of Kevin E. MullIcan. and shall
remain his property. The use of this drawing shall
be restricted to the DrIgInai site for which It Is pre–
pared and publication thersof is expressiy limited to
oor p such use.
2 fi rst fl Ian
ri_�� foundation Ian SCALE: 1/4" 1-01, Job No- 00-202 Shoat No:
SCALE: 1/4" V-0" Date: 29/2001
Scale: 411-11-011 Al
Drawn: K.�,M-
Ch6cked:
�ZqV6614CH A�?
I r-A N F� P,,
EXISTING
DECK
------ -------------------------------------------------------
r--------------------------------------------------------------
F _�W F
00
EXISTING
KITCHEN
EXISTING ri
LIVING 101 LJ
T-411 -010
8--8" 1
EXISTING 8' PLATE
VAULTED
5-0"
BEAM-2 (3)28401CASE
--------r1r x- I l�::::
EXISTING M:�� _=zA F77
10.-0.
r7A
DINING EXISTING
EXISTING rc,4
DECK
DECK
office
r_j b
area
I TING
8' PLATE POSSIBLE ATTIC NFW 5QUIWF FOOTA6F
BA H
STORAGE AREA
Fip,5-r FLOOP, A/ C 1166 5,F.
Z, -LOOP
5FCO�V r A/ C: 1686 5.F.
F-1 BEAM-4 Itl 3068 FRENC
Ina ...... 4068 1141CH THIFP h_00P, A/ G: 902 5,F,
UL -- - -- - ----- - - -
rOfA, A/ C ?51�4 5,F,
OPEN
OPEN
TO BUILT-IN DESK
ZD CP z
TO BELOW STORAGE
6APA(A f 484 5.F.
ABOVE
I I 111 9 W
_j ?� . . . . . . 4068
70 C?
CP
T-1 1 L 41-91 1 '1 �1-1_v,, 2'14" 00
N W A
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4068
c,
Lu DOWN F) 4- 2'-3"
a. SUITE
0 & PLATE W
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z D
L 0
2868 LAUNDRY //,1; 2468 VAULTED
POCKET W
9'CLG J Q C�l C? I �x�5-ri% 5ouw Foova
u) SEAT LO -- ---------- - - 9
ao r q
STORAGE a. co (D co
C:j r�z 00
C14
CH A 9'CLG LAUNDRY owl C14 C14
11
CHUTE W FR5r F�Oor\ C: 1166 5.F,
U) LAUNDR I
ABOVE--- FAMILY ty,
5FCOMP FLOOF\ A/ C:
EXISTING IT It WIC CHUTE 7
;t ;t 11 W
LLJ 0
3: 0 TOfk A C 2 20 5F,
SUN ROOM Uj
BA-_H 9'CLG _j I
0 9' CLG �d U) C?
MASTER
ca 111 9
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Go ----- - BATH
(0 �9
Q I 8' PLATE I
LU 2'-3"
7�4'1 -------T STEP To 91
00
W STUDY / C5 0
W N CL L i
U)
GUEST Will Uj Cn
No: DATE: REMSIONS:
9' CLG W 00
10 It Z 40 z 7
co
z EO WIC 7--
Lu <
ill Cj 7_0
C-L Z '1 2
LL 19 2068 C14
CD ED
00 LO
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SE_ 2850 CASE __(2)-2-8-5-0-[CASE 850 CASE 28501CASE
T
t3)28501CASE A7 2��CASE 2-8-28-KNSE A7
I I TEM� OBS HOMF� P-,,,1� N0V/"Vr10N
2'-2" 10'-4" T-8" 2'-2" 2'-4-
6'-0" 6'-0" 6'-0" 6'-0" P-,,AN PHII,
-------------
8'-4" 12'-0" 16'-2" 8'-4" 12'-0" 16'-2"
36'-6" 2'-0" 36'-6" 2'-0"
Ir
/WC H I TF,C-rU P.,�
FL-OOP, FL-AN5
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-
third floor plan pared and publication thereof Is expressly limited to
second floor plan K2 such use.
�2 SCALE: 1/4"� 1'.0" SCALE: 1/4"= V-0" Job No. 00-2()2 Sheet No:
Date: 2�1 2001
/ Z '769 )5tf4C1-1 AV. Scale: 1/4 -0
Drawn: K.�,M, A2
Chocked:
r� 7
FIBERGLASS SHINGLES ON
16#ROOFING FELT OVER
1/2" EXTERIOR GRADE PLYWOOD SHEATHING
OR 7/16'O.S.B. ON PRE-ENGINEER81)
ROOF TRUSSES @ 24" O.C.,
12 12 CONTINUOUS ALUMINUM EAVE DRIP ON
7 7 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.
8'-0" PLATE 8%0" PLATE CEDAR SHAKES ON 15#FELT
P OF WINDO TO OF Wit-DOW OVER 1/2" EXTERIOR GRADE
PLYWOOD SHEATING ON
2"x 6"STUDS @ 16"O.C..
C? 9 L
zo ;0 ;0
C? r T H 11
I THIRD FLOOR j THIRD FLOOR
9'-0'* PLATE ZD 9'-0" PLATE
P OF WINDOW T
ce) 11 IITII I LO TQP OF WINDOW
co
I IT 11 1 1
CD
9
lt'-I I I it I
9 L —lit.- L I--I iL=F-- I r
-j-L
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A 14, EXISTING EXISTING
C? CD
EXISTING EXISTI
47 N G
-ijL-11 11 It L1 LI If Ll LJ IF LFIF!
9 9
ao 60
EXISTING I mi - LLLIL[I EXISTING Th I I
n I I
south elevation (--2 -� east elevation
SCALE: 1/4" 11-01, SCALE: 1/4" V-0"
12
7
12
7
A I
8%0" PLATE
T11 4 i I, 4T 41 It il 1�11ll it Ill I l,I �T T iiiii 1 1,1 8'-0" PLATE
L
U j TOP OF WINDOW TOP OF W
it
qj
ILI
29 co 60
zo
TL, L AY
Tq I I I No: DATE: REM
THIRD FLOON THIRD FLOON
A
9-.0.4 PLATE 9.-().. PLATE 2
�? I 1 1 `1`4 1 1 A
ro
ce)
-Lulf] flit f EXISTING EXISTING
J C?
6 TION
FOP-,, F P-,-AN PHL
EXISTING EXISTIN so C HAN P L, F P-,,
EXISTING EXISTING
L1 Lj
A .11 1 EXISTING EXISTING
--- Tr
1�x ,r-,10k,
F-L-F�VATION5
20 1 t ;3 60
7 to This drawing Is an Instrument of service and th
i'l L L property of Kevin E. Mt4lllcan. and shall
I I I ,LEI] L remain his property. The use of this drawing shall
Il- t 1111 1 1 1-11.111 Ull be restricted to the original site for which It Is pro-
r EXISTING pared and publication thereof Is expressly limited to
EXISTING such use.
Job No: 00-202 Shoat No:
Date:
�/2�1 2001
west elevation north elevation Scale: 411-j 1-0,1
1,�,,�3 SCALE: 1/4" 11-011 SCALE: 1/4" 11-01, 12- NO 136wcH 4-tl. Drawn: QN,
Chocked:
rr� VIN F1 , MLI-J. 1c.4�N
9
( 90-4) 641
r---- ------ -------------------------------------------------------
r---------------------------------------------------------------I
Li I
EXISTING ROOF EXISTING ROOF
TO REMAIN. TO REMAIN.
Li
R
I I M
iIIIINNSINNS,INNS,—ow'=I-SalooelooNoWl
I I I
3 1/2" x 3 1/2" RALLAM POST I I LJ
U w/MST U-0-1 8--8"
L---- ---
3 1/2"x 3 1/2" PARA LLAM POST
BEAM 2 w/MSTA36
1111 -zrr-=T=-jj r-MT,;jWrft-§T"-j-a so *9 INNIS
CONVENTIONAL FRAME// CONVENTIONAL FRAME
lovtr"XIS I ING ROD I UVIMIN EXIS ING ROOF
WITH 2x6 RAFTERS @ 24"oc. now@" I I WITH 2x8 RAFTERS @ 24"c C.
En
U
r
------------- Li
U CQI Ito
5 1/4" x 5 1/4" PARALLAM POST I I
I
6x6 POST ON ASU66 POST BASE I
F-1 1/4" x 5 1/4" PARALLAM POST
I w/(2) MSTA35
5 1/4"x 5 1/4"PARALLAM POST I I
I BEAM 4
milleenjoenjoesloom Son 1-.7-1
CD I L
00 J
L
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---- - ---- --- ---- ----
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No: DATE: REMSIONS:
5 1/4" x 5 1/4" 1 IARALLAM POST A
w/(2) MSTA36
A2
Ir-- -
3
INS0.1.1-1-111LINNSINNNI-1-1-1--l000l- lomelm
BEAM 5
IMI-2 IoNalow Imels"I
(2)2x10 HEADER
\-5 x 5 PARALLAM POST HOMF� Q� NOVATION
1/4"x 5 1/4" PARALLAM POST STRAP POST TO BEAM
1/4" x 5 1/4" PARALLAM POST W/(2) MSTA36 w/(2) MSTA36 STRAPS -,,AN PHIL-
w/(2) MSTA36 (TYPICAL) FOP- FF
ON 8-4-- 17-0" 16'-2" 8-4" 12'-0" 16'-2" 71
36'-6" 2' 0" 36'-6" .1 Z-O"
P-,OOF ANP FI-00P,-
FP,,/-\AAIN6 PLAN5
This drawing Is an Instrument of seNce and the
property of Kevin E. MullIcan. and shall
remain his property. 'The use of this drawing shall
be resWeted to the orIgInal site far which it Is pro-
ot h pared and publication thereof Is expressly limited to
third floor frami_ng plan r2 ird floor roof plan- such use.
�4 SCALE: 1/4-1 V-0" �4 SCALE: 1/4" 1.,0. Job Nw. 00-202 Sheet No:
Date: 2�,l 2001
Scale;
12 ?69 B
IqV, Drawn: A4
Q.M�
Chocked:
K,F.,V I N r, A A 11,L
904) 6/-f I -�5871
r-,[�-Y
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220
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.............................
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0 . ................................
EXISTING
LECTRICAL
T REMAIN. EXISTING . ................................
L EXISTING ELECTRICA1,
E I (_ I 1;OV-Z
.T
LECTRRICAL5 TO REMAIN.
TO REMAIN. . ............I...................
El ............ ..............
.............. -4 T113�
EXISTING 1(:WH El ......... 2 rLff-�iUV�r-5CEW FVIF-r
ELECTRICAL ------- -I I EXISTING
TO REMAIN. WH TO
REMAIN.
------ ................ M,-W(r- r'-;V CF,!NCA�AN
EXISTING �AXI
--------I I ELECTRICAL
-------- TO REMAIN. �VM5'FA�WH L(elf
L,($�,........I...I....................
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.................I.........-.... wc,
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/*11'11 1 1> ..........................
ABOV I A/C TO
Z REMAIN.
.................................
-------------- —
......................... 5,�Zq rmc,(x
59
EDAINo: DATE: REMSIONS:
A 2
3
4
rANI --------
U FOP, FP,,AN PHIL,
01i
C H/6\N P L, 1� P-,,
FIA�C ICA,
r I-/"N 5
This drawing Is an Instrument of service and the
property of Kevin E. Muilican. and shall
remain his property. The use of this drawing shall
first floor electrica an be restricted to the original site for which It is pre—
pared and publication thereof Is expressly limited to
SCALE: 1/4" 11-0-0 such use.
Job No.- 00-2()2 Shoot No:
Date: 2�1 2001
Scale: -41' �,-0''
Drawn: U.M.
Chocked:
KTIVIN rl� , Mul'-.1. 1C141\N
KEY
................................ 2, <t f OU r-
220
..................................
................................ �TOC OUU
................................ 6'�,I CA A. r
AA
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($ ................................ +4: A r
AA
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.............................
(IC
0 ................................
................................
..............................
ri
LJ �PAI�''-VL Z:
L . ................................
EXISTING
ELECTRICAL MOJKT��--XT111
TO REMAIN.
EXISTING
ELECTRICAL
it
TO REMAIN. l�-'NVA M0JVLC'
. .......................
..............
Wt M— X'4�
EXISTING
ELECTRICA
Z ................ -�W GV CE K6 FAN
TO REMAIN.
vA r-i �ar
I FAV
I
----------------- --------- - --------------------
------ ........................... �;+,A&f�Ak\W!,H 16,--
db a
4-4-- 44z 44
- I - S NITCH
F - - - -
BELOW
TO LIG .................................
L'. I I "—/ , I// O�
IN CEILING
10/ 2t
To LIG
IN CEILING
_Aa� � 'NAY 5VWC--
.................................
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TS6--,'
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.................................
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EXI TING 7
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ELECTRICAL ..........................
AIN.
TO REM 7,
.................................
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\%
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4A
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IS ING --------- No: DATE: REMSIONS:
T R 7- L
C�r----------------------------------
2
3
L --- -
4
77= =A
........... 4-r;�
HOMF-, P-TNOVAVON
FOP-,- F F-,-AN PHIL,
F-L-I�CMCAL-
PL-AN5 -
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 far which It is pro-
second floor electrical plan third floor electrical-plan pared and publication thereof Is expressly limited to
such usiL
�6 SCALE: 1/4" V-01. L6 SCALE: 1/4" 1 1-01, Job No: Sheet No:
Date: 2�1 2001
Scale:
12 8r-;qcl-1 Drawn: QN, A6
Chocked:
IV a
r - VIN AA U[,, I., I CAN
PIBERGLASS SHINGLES ON 15# 12 ( 904) 6-41
ROOFING FELT OVER 1/2" EXTERIOR
GRADE PLYWOOD SHEATHING OR 7
7/16"O.S.B. ON PRE-ENGINEERED FYPICAL
ROOF TRUSSES @ 24" O.C. (U-O.N,)
GALV. METAL HURRICANE CLIP R-30 INSULATION W1
(SEE SHEETS S-1 &S-2). 13.5 2- POSITIVE AIRSPACE
12 UNDER SHEATHING
SMOOTH FINISH ON
5/8" DRYWALL CEILING
CONTINUOUS ALUMINUM (2)2'x6"#2 SOUTHERN PINE TOP PLATE
EAVE DRIP ON CONTINUOUS SEE SHEETS S-1 &S-2 FOR ENGINEERING NOTES
P.T. 1"x2" NOSING OVER CONT. ON STRUCTURAL MEMBERS AND CONNECTIONS.
L.P. 1" x 8" FASCIA BOARD OVER
SST-SPH6
CONT. P.T. 2"x 6" SUB FASCIA. @ 32" O.C.
1/2"AC PLYWOOD
CONTINUOUS 3"
VINYL VENT
CO
2"x 4" S4S TRIM BOARD
5/8"TYPE X DRYWALL ON 2"x6"
STUDS @ 16"O.C.
R-19 FIBERGLASS BATT
INSULATION BETWEEN STUDS
CEDAR SHAKES ON 15" FELT
OVER 1/2" EXTERIOR GRADE NEW 7 1/2"WOOD BASE
PLYWOOD SHEATHING ON
2" x 6"STUDS @ 16" O.C.
FLOOR TRUSSES @ 24"O.C.
_D
........... .....
SMOOTH FINISH ON (2) LAYERS
518" DRYWALL( 1 HR FIRE RATING)
(2)2"x6"#2 SOUTHERN PINE TOP PLATE
5/8"TYPE X DRYWALL ON 2"x6"
STUDS @ 16" O.C.
0)
R-19 FIBERGLASS BATT
INSULATION BETWEEN STUDS
NEW 7 1/2"WOOD BASE
EXISTING FLOOR STRUCTURE
I TO REMAIN.
SMOOTH FINISH ON (2) LAYERS
5/8" DRYWALL( 11 HR FIRE RATING)
(2)2"x6"#2 SOUTHERN PINE TOP PLATE
co
CEDAR SHAKES ON 15"FELT k
OVER 1/2"EXTERIOR GRADE 0
ry
PLYWOOD SHEATHING ON n.
2"x 6"STUDS 16"O.C.
R-19 FIBERGLASS BATT
INSULATION BETWEEN STUDS
U)
5/8"TYPE X DRYWALL ON 2"x6"
STUDS @ 16"O.C.
SST-SPH6 5JPX 5 4F PARALLAM POST No: DATE: REVISIONS:
CONTINUOUS P.T. 2"x6" SOLE PLATE W] @ 32"O�C. r Al
1/2" DIA. x 10" LONG ANCHOR BOLT AT
32" O.C. AND AT ALL CORNERS. 4" CONCRETE SLAB 2500 psi W/6x6xl 0x1 0 2
W.W.M. ON 6 MIL VAPOR BARRIER OVER
GRADE TREATED AND COMPACTED FILL. EXISTING SLAB �--#4 DOWEL at EACH SIDE 3
EPDXY 4"INTO EXIS TING 4
14P SLAB EMBED'12'INTO NEW
SEE 5OUNDATION AND STRUCTURAL
SHEETS FOR SIZE AND LOCATION.
_'�(IR�DE
#5 DOWEL at POST LOCATION
VARIES SEND 12*INTO SLAB HOMF, P-,_FN0VA-rI0N
FOP- FPAN PHIL,
Y-6*x 3'-6*x 12*FrG. 6 MIL VMYMW��M�k
w/(5)45's E.W. 3�,W�P ANP 0tAPff"E�FIL CHANPL, 1W
wall 56dion P�TAIL or N�w FOOTIN6 2� -4 curb
5CAI_� 11,2, - ' -ol �(AF 1/21' - -0'' 5CAL5: Z' - 0" xi-r_ 10
w.Aii- 5r_c-noN5
This drawing Is an Instrument of service and the
property of Kevin E. Mull1con. and shall
remain his propefty. The use of this drawing shall
be restricted to the original site for which It to pro—
pared and publication thereof Is expressly limited to
such us4L
Job No. 00-202 Shoat No:
AV. Date: 2�1 2001
Scale: 12'1-11-011
Drawn: U.M. Al
Chocked:
BRICK VENEER
1'AIR SPACE CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 STRUCTURAL NOTES STUD TABLE
1, HDOL? FRAMING SHALL 6OMPL-r V41TH 56rTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
1/2' x 10' ANCHOR BOLTS 0 32* o.c. Lap in double plate 12 - 16d common 16-0.131"x 3 1/4"gun nails 20- 12d sinkers THE LATE5T APPRO`V`E0 AOIDITION OF THE 5E36 6OPE. CEILING No. 2 SPF No. 2 SYP No. I SYP
HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6
w/ 2' X 2* 9 1/8* WA!DAERS 2. ALL LAP5 IN TOP PLATE O!F BEARING V4ALLS SHALL BE
2 2 x 4 PT SILL ON SULSE& 6"o,c. on edges and 12"o.c' . in the field with 8d common, 6"o.c. on edges and 12"o.c. in the field with 0.131 x 2 1/2" 4"o.c. on edges-and 8"o.c. in - --------f A MINIMUM OF 4'-0" AND NAILED NITH 12- 16d COM
w/ SST- LEENJ -7UN NAILS. 16"OC. 24"oc. 16"oc. 24"oc. 24*oc.
SPH4 0 32' a.c. SW-shearwall box, screw shank or ring gun nails the field with 0.099"x 2"gunnails NoTH CUT CUT LENGTH SHALL BE 44' NAILS OR 16 5"x .151" IS B I'L 16"dc.
SzO, 1000 WWM OR LENOTH FOR 16*DEEP JOIST 3. ALL GABLE END5 SHALL E31E BALLOON FRAMED OR Uj
FIBERMESH REINFORCEMENT 31 o.c. on edges and 12"o.c. in the field with 8d common, 3"o.c. on edges and 12"o.c. in gun nails
BRACEP PER DETAIL. 1 6"OC. 24*'oc. 1 6"oc. 24*oc. 1 6"OC. 24*oc.
1'Al'
R
1/2. X
w/ 2.-
X 4
w/
X
SP
1 0
2
7S
E
AN
LL
PHH 8(
/O�WA
108 S'�L
4 0 -32
FIB
-1 CRME H REINFR SWN-shearwall box, screw shank or ring the field with 0.131 x 2 1/2" L)
9 - 4. ALL SHEARNALL5 SHALL BE NAILED AT 5" or- OR 6" or- z
16"oc,
1/2"or 7/16" Roof 6"o.c. on all supports with 8d common, ring shank or screw 6"o.c. on all supports with 0.131"x 2 1/2"smooth, ring or 6"o.c. on all supports with 0.099"x 2" ring, screw or annular (AS NOTED) ON ALL EDGES AND 12" o' r,. INTERMEDIATE 10 ft. 1 6"OC. 24"oc. 16 oc. 24"oc. 24"oc.
Uj
Sheathing, 100 MPH shank,4"o.c. edge nailing with 4'of roof edge annular shank gun nails,4"o.c. edge nailing within 4'of roof edge shank gun nails, 4" O.C. edge nailing within 4'of roof edge pq/ 8d GOM NAILS (0.0,N) E31_06< ALL UNSUIPPORTED Z C)
0 - CLEAR E067E5 NITH 2x4 FL^TN15F-7 BLOCKIN6. SHEARNALL5
to SPAN
z V6 MIL VAPOR BARRIER OVER 1/2"or 7/16" Roof 4"o.c. on edges and 6"o.c. in the field with 8d common, 4"o.c. on edges and 6"o.c. in 5HALL BE 15/32" 6DX OR 1/16" OSE3. (U.O.N.) 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. 0
0 TREATED AND COMPACTED FILL (n
Sheathing, 10 MPH ring shank or screw shank the field with 0.131"x 2 1/2" gun nails
E of 5. 5TRAP HEADER 5TUD5 TO 0OUE3LE TOP PLATE kq/
SPH4/6 AT EA6H END OF HEADER AND NAIL vq/ 12- 10d 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. Uj
3 #5'5 COW. Sin�.on SPH4 12 - 10d x 1-1/2" NAILS X 1 112 NAILS OR 12- .151"X 2 112" GUN NAILS. :D
MIN, 25' LAP 0 CORNERS Simpson H5 8-8d common (TOTAL) I CPU 6. HEADER STUDS AND HEADE�F, GRIPPLE5 SHOULD BE 13 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc,
Simpson H16 (2) 10- 10d x 11/2 IN RAFTER; 10- 10d x 11/2 IN PLATE Provide mina 1. LrNrTH NAILED T06ETHER AT 6"or_ vql 12d 6UN NAIL5 ( .131x
0,1d'd"ImStaF)CO 3") 5TA(56ERED. CLIP UNIT TO SHOE PLATE PqITH 14 ft. N/A 16"oc. N/A 24"oc. N/A 24"oc. _j
0 Simpson LTS12 5- 10d common in rafter and plates 5- 10d x 1 1/2 nails in rafter and plates I- 5PH4/(2 GLIP AND NAIL KTH 12- 10d x 1 1/2 NAILS
>_ - NAIL W/11-10d COM 0
LL Simpson MTS12 7- 10d common in rafter and plates 7-0.148" x 11/2"nails in rafter and plates IN EACH END LENGTH (U.O.N.) 24"oc. z
(TOP AND BOTTOM) 15 ft. N/A 16"oc. N/A 16"OC. N/A 0 Z
Simpson Strof-g-Tico -7. ALL VqINDOVq AND POOR GOMPONENT5 MU5T BE DESIGNED
LU Simpson LTA1 12- 1 Od x 11/2" CS 16 AT 37'OC <
0 TO Y4.1THSTAND THE DESIGN LOAP5 BASED ON A 100 MPH C)
Ul Simpson PHD8 24- 1/4"x 3" SDS screws KND ZONE. 15 ft. N/A 16"oc. N/A 12"oc. N/A 16"oc.
W
z -Sj=on MGT -22-- iOd common 8. ALL 6ONNEGTORS ARE 51mpe,on OR EOUAL. (U.O.N.)
2 1/2* x 10' ANCHOR BOLTS 0 32' o.c. NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGH'r LESS THAN 25 AND
w/ 2' x 2" x I/B' WASHERS Simpson HTT16 18 - I Qd common q. FOUNDATION DESIGN 15 BASED ON MINIMUM 501L CONSTRUCTED IN WIND ZONE OF 100 MPH OR LES�AND MIN Ya"SHEATHING.
2; 4 PT SILL ON SILLSEAL BEARING GAPAGITY OF 2,c)oo p5f. z
L4 w SST- SPH4 0 32' o.c. Simpson HTT22 32- 16d sinkers E�21&N HINP-L(2A EL OA�21EP ON THE 9
10. P -12-qj �!LKGI SPF STUD GRADE MAY BE USED ON NOR LESS NOMINAL PLATE HEIGHTS ON SINGLE U_
��E(,TIQN 1(206 NITH HIN12 � STORY AREAS OR THE SECOND FLOOR ON-TWO STORY AREAS
6x6, I0x1O WWM OR 2�Ep QF IQO MPH.
4112 FIBERM'ESH REINFORCEMENT
w/*_X x'o-
2 m 4 PT S
'NI SST_ Sp
,.6' "
"IERII!
TRUSS
ILL D
44 /-3-16d COM 0 EA. MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
U)
It "IMIL VAPOR BARRIER OVER BLOCK (TYP.) 515'x 8'WEDGE ANCHOR
TREATED AND COMPACTED FILL BOTTOM OF SLAB SIMPSON LTT20 10-16d COM NAILS HTT16 5/8"THREADED ROD WITH MIN.10"EMBEDMENT z
> 1j1-MIN, INTERIOR BEARING FOOTING -3-12d COM (TYP.) USE EPDXY ANCHOR SIMPSON HTT22 N/A 5/8"THREADED ROD WITH MIN.10"EMBEDMENT >
- - - - - - - - ONLYWITHIN HTT 16 -16d COM NAILS
12" #5 CONTINOUS W LU
3 15'a CONT. 32-- - - - - - 2x4 BLOCKING 0 24"oc. 6'OF EDGE CONCRETE - LTT20 112Nr WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT
MIN. 25' LAP 0 CORNERS
PLUMBING WASTE LINE 0 �e
S I IMPSON HTT22 32-16d SINKERS PHD8 N/A 7/8"THREADED ROD WITH MIN_15"EMBEDMENT
W -SHEARWALL SIMPSON PHD6 24-Wx YSOS SCREWS
0
0
WEDGE ANCHORS SHALL BE"RAWL-STUD'OR"KWIK-BOLT'OR APPROVED EQUAL
LLI EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE'SET'OR HILTI"HIT"OR APPROVED EQUAL
BRICK VENEER WITH I' AIR SPACE
AND WALL TIES AT 16'oc. VERT. AND AT
32' oc HORIZONTAL. 4"MIN BOTTOM OF SLAB
LU WEEP HOLES 0 48"oc. > 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB <-
a INTERIOR BEARING FOOTING
GALV. FLASHING - - - - - - - - - - - - - - - - - - - -
12'
2x4 PT SILL w/ SST- SPH4 AT 32' OC.
z 1/2" x 10* A.B. AT 32" OC. #5's CONTINOUS SIMPSON PA 51 EMB STRAP PRE-ENGINEERED TRUSSES AT 24" OC,
PLUMBING WASTE LINE
w/ 2* x 2' x 1/8' WASHER LOWER REBAR AND FOOTING
z I GARAGE SLAB THICKENED EDGE ROOF SHINGLES OVER 15# FELT
0 4' CONC. SLAB 2500pai wl IF NECESSARY
FIBERMESH OR,6x6-10/10 WWM STEMWALL
LV
W
4' 1
FIB,
STEMWALL FOOTING 7/16" OSE3 SHEATHING NAILED AT 6" OC. ON ALL
W
Q0
SUPPORTS w/ 8d COM OR 8d RING SHANK,
LU CLEAN, TREATED, COMPACTED FILL
(n 4 11;::- - 8" CMU STEMWALL W/ 1#4 VERTICAL C\12
GRADL F7
AT 48" OC. AND ALL CORNERS, wl HURRICANE ANCHOR AT EACH TRUSS CD
N OTE:
1 12- HOOK AT SLA13 AND 6- HOOK OPENINGS TO 5'
12" SEE SCHEDULE
U) I AT FOOTING. WIDTH USE (1)
SPH4/6 TOP 5/8" TYPE "X" DRYWALL to
0 AND BOTTOM
24' x 12" CONC, (2) 24 SYP DOUBLE TOP PLATE w/ E--i
12 1 OPENINGS 5' TO 44 BENT INTO FOOTING AND THICKENED 171 �_I
U) FOOTING w/ 3 j5's CONT. 7' WIDTH USE EDGE �:) M 0
z (2) SPH4/6 TOP SST- SPH4/6 AT 32" OC.
8 2'-0* AND BOTTOM #4 VERT -TYPICAL- Cf)
9 SPH4/6 AT 32' o.c. (U.0.N.)
< (TYPICAL) 1 #5 CONT CORNICE DETAIL AS
2 NOTES: �D
U) ANCHOR BOLTS PER BUILDER'S SPECS
MAY BE LOCATED
AT EITHER SIDE
OF KING STUDS. 5/8" TYPE "X" DRYWALL
0 PLATE MUST HE
CONT. BETWEEN
BOLT AND KING > c)
2x4 PT SILL w/ SST- SPH4 AT 32' OC, STUD �4
4' CONCRETE SLAB w/
0 1/2' x 10' A�B, AT 32' OC. ANCHOR BOLTS 6x6, 1000 WWM OR BETWEEN FLOOR STRAPPING or C\2
MUST BE WITHIN n.- 0
w/ 2' x 2' x 1/8' WASHER FIBERMESH REINF. MAXIMUM TRUSS UPLIFT OF CLIP AS PER TRUSS CONNECTOR SCHEDULE
1 12' OF KING SPH4's @ 32"oc.TOP&BOTTOM= I
LL 4" CONG, SLAB 2500pai wl STU DS 820#'s ON TRUSSES SPACED
t .4 24"oe.
FIBERMESH OR 6x6-10/10 WWM 1/2' x 10' A 14 Cc
ANCHOR BOLTS /8" TYPE "X" DRYWALL CC)
3: 1 AT 32* o.c. MAXIMUM TRUSS UPLIFT OF
ft 4' (TYPICAL) 6 MIL VAPOR BARRIER OVER SPH4's @ 16"oc.TOP&BOTTOM 1640#'s ON TRUSSES SPACED TWO LAYERS ON JOIST ABOVE. L0
L
LU TREATED & COMPACTED FILL LO
z L 1 6" 24'oc.
(1) # 5's CONT. (GA FILE No. FC54015)
ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s
SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION.
(2) 2x6 SYP DOUBLE TOP PLATE
CLEAN, TREATED, COMPACTED FILL
0 Er - -
cr 8' CMU STEMWALL w/ 1#4 VERTICAL
AT 48" OC. AND ALL CORNERS. W/ 5/8" TYPE "X" DRYWALL
12- HOOK AT SLAB AND 6' HOOK
z AT FOOTING.
a /11, __ L 2x6 SPF #2 STUDS AT 16" OC.
Uj REFER TO WALL SECTION FOR TYPICAL ANCHORS
a-
0
24' x 12* CONC.
FOOTING W/ 3 #5's CONT. 1 #5 CONT, 7/16"STRUCTURAL ROOF SHEATHING
0 4" CONC. SLAB 25OOPSi W/ #5 CONT or USE 1/2" BETWEEN FLOOR STRAPPING
9 2'-0' x 14' ANCHOR BOLTS 2x4 OUTRIGGER @ 48"oc.
0 FIBERMESH OR 6XIS-10/10 WWM
-25 OR EQUAL
@ 486oc.
U.1
0 . . " . .. - '.. HURRICANE CLIP H TYPE "X" DRYWALL
Q BLOCKING REQUIRED BETWEEN OUTRIGGERS
FIRST FLOOR WALLS
GRADE
SIMPSON A35 ARE TO BE 2x6
2x4 BLOCKING @ SHEATHING JOINT 2x4 BARGE RAFTER CONT. TWO LAYERS ON JOIST ABOVE.
GRADE\\V--, - .
CLEAN, TREATED, COMPACTED FILL I . � E STUD TABLE FOR SIZES (CA FILE No. FC5406)
U.1 4' FROM GABLE END SHINGLE STRIP �25 2x6 SYP DOUBLE TOP PLATE
M
AND SPACING AT VARIOUS HEIGHTS)
FASCIA
z 2x4 SCAB CONT.TOP TO
7/16" OSE3 SHEATHING NAILED AS NOTED 5/8" TYPE "X" DRYWALL
CLEAN COMPACTED!FI!LL TOP CHORD OF GABLE END TRUSS
BOTTOM ON SHEARWALL LAYOUT
DROP 3 1/24
1 #5 CONT. CHORD @ 8'FROM GABLE ::� _j I
8- CONIC. SLAB 2500psi wl _j I
CONT 2x4 SCAB FROM TOP TO 2x6 PT SILL w/ SST- SPH6 AT 32" OC. 09 z
3- 12d NAILS TYPICAL AT U.0.N.) C__ FIBERMESH OR 6x6-10/10 WWM
BOTTOM CHORD @ X-BRACING 0�
X-BRACING r__ LU
(PROVIDE ADDITIONAL 2x4's @ 1/2" x 10" A.B. AT 32" OC.
------- VERTICAL IF HIGHER THAN 48", z >
2 x 4 STUDS 0 16" o.c, 2x4 SCAB IF VERT WEB is W/ 2" x 2" x 1/8" WASHER 4 0
TO FORM AN 1"SHAPE.)
No. 2 or Bt. SPF NOT
2 x 4 57UDS 0 16" o.c.
tLi No. 2 or Bt. SPF E-
CLIP STUDS TOP AND BOTTOM PRESENT , a
CLIP STUDS TOP AND BOTTOM W/ SST- SPH4 0 32' o.c, TOE NAIL TRUSS TO DOUBLE Q z
8 CMU STEMWALL wl 1 #4 VERTICAL Z' zo
W/ SST- SPH4 0 32' o.r. CONT. 2x4x8'#2 SYP LATERAL PLATE w/16d COM @ 8"oc, 0 O_
1/2" x 7' WEDGE ANCHORS AT 48" OC. AND ALL CORNERS, wl V3 M
1/2' x 7" WEDGE ANCHORS 0 32" o.c. BRACE @ 48"oc. Pq z
BOTTOM CHORD OF GABLE M>-U1 0 0 ��54
0 32' o.c. 4' CONCRETE SLAB w/ 12" HOOK AT SLAB AND 6" HOOK W:::)--
6X6 10 10 WWM OR END TRUSS X E-V]
4- CONCRETE SLAB w/ ERM X 2A BLOCKING @ 48"oc-
HE] ESH REINF. t pa"E))E.
6x6. 1Ox1O WWM OR AT FOOTING. x 0
C3 L�L E� E- r4 X
6 MIL VAPOR WRIER OVER BETWEEN GABLE AND FIRST 14
FIBERMESH REINF. z E_M
X 1, /1/7
to
4
FI
TREATED & COMPACTED FILL 2-2x4 TOP PLATE P U
24" x 12" CONC. 0 i2
TRUSS.
11f4 V1
00
4 4
w/ 3#5's CONT.
SIMPSON LSTA 24 @ 48"oc.
in
2'-0"
\_6 MIL VAPOR BARRIER OVER 44 0
2x4 STUDS @ 16'oc. E� E- WN
TREATED & COMPACTED FlLL
(3) # 5's CONT. 2x4 X-BRACE F-00 oc.
(3) 111 5*s CONT. E, NQ En
_j V_8"
ALL MEMBERS SHALL BE SYP
12.cl(, 13,,5n- 6// 14V - SHEET:
0
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ry
Lu
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5HEARWALL5 NAILED AT (v"or-. ON EDGES
AND 12"oc. IN INTERNED14TE SUFFORT5 C)
WITP ad Col�,"GN NAILS.
5HEARWALL5 NAILED AT Yoc. ON EIDGE5
AND 12"oc. IN INTERMEDIATE SUPPORTS
WITH ad COMMON NAILS.
EXISTING
DECK
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i SHEARLUALL5 NAILED AT 6"oc. ON EDGES
NOTE: ALL LOAD 5EARING PEADERS SPALL 5E AND 12"or- IN INTERMEDIATE 5UPPORT5
A MINIMUM OF (2) 2X& No.2 or 5T S'i'Fl (U.O.N.) UJIT�4 Bd COMMON NAILS.
SPEARUJALLS NAILED AT Yoc. ON EDGES
AND 12"oc. IN INTERMEDIATE 6UPPORT5
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DESK NM 5QUAM FOOTA6�
2'-6" SQUARE x V-0" DEEP FOOTING CW
W1 3#Ts EACH WAY. W EXISTING
lr\5f 1166 5-F,
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3'-6" SQUARE x V-4" DEEP FOOTING Ci
W/5#5's EACH WAY. Ci qr\5-r�LOOP\ A/ C 1166 5�,
HEIGHT ABOVE FINISH
INED—_____ EX18TING
FLOOR TO BE DETERM II_ 5CCOW FLOOF, A/ C- 16�4 5,F,
Q
r——————- T-5" 5'-1 AFTER STAIR IS FRAMED. 7 3'- /4�f-7111 1 00 1 2820 5-F,
I 1 7 1 1 EXISTING A/C GARAGE t(X&, A/ C:
z TO REMAIN. z
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1..8..WIDE x V-0" DEEP THICKENE
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SLAB W/3 #5's CONTINUOUS.
4__
No: DATE: REVISIONS:
101,
00
to 9/28/01 ADDED PORCH/REMOVED OFFICE
C*4
LIN 4068 BIFOLD
2 68
NEW
NEW IZU 1100 4
W W
BEDROOM BEDROOM
#4 ca
00 NEI
#3 N ILU-
C14
00 00
C14 C14 ---------
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4 U 3
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I FREICH , T-1011 1 1
T-8" 8'-6" T-8" 11-8 V-6 4-4, ------- 91-10.. A7 3'-8"
\\\--NOTE: CUT AWAY EXISTING SLAB AND 54" TE CfUP,�
FOUNDATION TO INSTALL NEW FOOTINGS 121-211 51-6" 13'-6"
8'-2-0 12'4" 16'-0' (TYPICAL)
FLOOP, PI-AN5
36'-6" 36'-6" This drawing Is an Instrument of service and the
APPROVE ,7
bEACH property of Kevin E. MullIcan. and shall
CITY OF ATLANTIC ,
LL)ING OFFICE
E3U1 remain his property. The use of this drawing shall
be restricted to the original site for which It Is pre—
foundation plan first floor plan pared and publication thereof Is expressly limited to
SCALE: 1/4" 1',ol, 2001 SCALE: 1/4" 11-0.1 such usiL
Job No: Shoat No:
C'ty Of Atla,tic 00-202
j
Af Date: �7/ 2�/ 2001
Scalw Al
AHO Drawn: KEM,
Chocked-
a�.
I)-cl U ex�
MULAACAN
pr, 516N[� r
'A 904) 6-41 -�58-71
EXISTING
DECK
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co EXISTING EXISTING
KITCHEN DECK
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1 1 (2) 1 J" x 11 LVL I EXISTING ri
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STORAGE AREA TOTX Al C
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1 (2) 1 �' x�11 1j" LVL ILI SUITE
0 C) 1 01 W 8' PLATE W
I c_J, y D I W� U) U)
2868 LAUNDR in < VAULTED <
9' CLG FAMILY _j 0 POCKET Uj () C) FOIN6 50UAF\,� F00-rA(AF-
COI CD co
Ul) 1 00
STORAGE iii W ZD 00
SUN ROOM I !"
MSTA36 STRAP N I \/ ,
9' CLO
C4 f F1 E
LAUNDRY
9' CLG F I P,15 _00r 116 6 5.F
I W
CHUTE x Cn LAUNDRY JL
A130YE-`__ < C� I L J L 5FCOW) FI-00r, C, 16�� 5f.
CHUTE 7
WIC
EXISTING UJI W
-----------------HI---- - ------ - -7 W 0 F Cq
7� 1ork A/ C: 2B20 5-r
CD <
o-2x6 STUDS at 16"oc- 9'CLG < C?
W
BA__H z MASTER 1 o F
0
LL co I
2x6 SYP 03 BATH I
00
to I
,,,—NAIL at 4"oc. C� IZO gill I 8' PLATE -ro rA, 5,F
to I T-2" W� 21-3-1 L I
w/.131"x 3" CoIll co ZD IL I S�EP TO 9'
GALV. NAILS 2'J4" 00 1
W STUDY 0 0 1
U) L —CL- J
I � --- IL
SIMPSON LSTA24 STRAP at 32"oc. 11 111 2 (n
GUEST ------------- -
Q b No: DATE: REVISIONS:
9' CLG LIJ
7
10 1 z
1+'x 14"LVL(2.OE) co CD
-1 A9/28/01 ADDED PORCH/REMOVED OFFICE
I WIC Cl) T_
Lu
oo 2
N zo
IT I ZD Izo C)
col I cc) LO 3
ED
L 4
7/
.............. E
SEAT
2850 CASE (2)2850 CASE 856CASE 2850 CASE
NAIL at 4"oc. 0
vV1.131 x 3" (3)28501CASE _�15FASE 28�8CA�3E A7
GALV, NAILS 1 1 IEMIriOBS Homr, r1,_FN0V/A\_rI0N
2x6 SYP Z-2" 10'-4" T-8" 2',2" 2'-4"
FOP�, FF,,AN PHIL
6'-O"_ 6'-0" 6'-0"
BOX BEAM DETAIL C H/1\1\1 P L 1�
81-41' 12'-0" 16'-2" 8'-4" 12'-0" 16'-2"
36'-6"
36'-6" 2'-0"
-rF -rup
/wc�ii c -A,
FL-OOP, PLAN5
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 whidi It Is pre-
second floo an 2 third floorplan pared and publication thereof Is expressly limited to
such use.
�2 SCALE: 1/4" 11-01, �2 SCALE: 1/4" V-0" Job No: Sheet No:
Date: 2�1200
Scale: 1141- 1 -01
Drawn: A2
Chocked;
6eacv� Avc�t
FIBERGLASS SHINGLES ON Q� VIN I, . MULL- ICAN
15#ROOFING FELT OVER
1/2" EXTERIOR GRADE PLYWOOD SHEATHING
OR 7/16'0.S.B. ON PRE-ENGINEERED
---------- ROOF TRUSSES @ 24"O.C..
12 12 CONTINUOUS ALUMINUM EAVE DRIP ON
7 7 CONTINUOUS P.T. I" x 2" NOSING OVER
CONTINUOUS L.P. 1" x 8" FASCIA BOARD OVER
CONTINUOUS P.T. 2" x 6" SUB FASCIA.
8%0" PLATE 8%0" PLATE CEDAR SHAKES ON 15#FELT
T P OF WINDO OVER 1/2" EXTERIOR GRADE
TO OF WINDO W PLYWOOD SHEATING ON
2"x 6" STUDS @ 16" O.C..
9
C)
THIRD FLOOR AN THIRDFLOOR
9'-0" PLATE
9'-0" PLATE
P OF WINDOW L
cr) T P OF WINDOW
I T f i I I I r I I I I I I
9 cr)
60 zo
I Ltl 111 11=1H Hill
J_EXISTING
EXISTING
9 EXISTING EXISTING U
I
I L]
C?
5D 9
Ll Lj1 __=777M
I Ll 11ji ii
YF11
EXISTING EXISTING
south elevation east elevation
��3� SCALE: 1/4" V-01, NOTE : SEE SHEET A3 . 1 FOR COMPLETE �3 SCAL 114" 1 1-01,
NORTH AND SOUTH ELEVATIONS .
12
7
J it t 8'-0" PLATE 8'-0- PLATE
TOP OF WINDOW TO W
60 zo
No: DATE: REVISIONS:
11------ THIRD FLOO� THIRD FLOOL-."
E9 9'-0" PLATE 2
9'-0"PLATE z
i 14 C?
fr) 3
Cl) M
EXISTING
EXISTING IT I-[ ff. L
T
;0 HOMI� L� NO V14\
ALA___ I
.............
PHIL,
EXISTING EXISTI CHANPLFr
-I] T t I I EXISTING EXIS
I * HH�Nl
EXISTING EXISTING
L
L Ed F_VA�rl 0 N 5
9 C?
80 �0
C? "his drawing Is an Instrument of service and the
zo
I)roperty of Kevin E. Mullican. and shall
LL— i emoln his property. The use of this drawing shall
lie restricted to the original site for which it Is pro—
M h, red and publication thereof Is axpre"y limited to
EXISTING LIT EXISTING uch use.
00-202
Date: r�,/2�1 200
rwest Scale:
3 elevation EXISTING STAIR r4 nofth elevation 1141-1 -01
SCALE� 1/4" = V-0" NOT SHOWN. �3 SCALE: 114" = 11-01, Drawn: U.K
Checked:
KEVIN F, MULLICAN
51 C, N F— r",
12
7
IMF I
W-O" PLATE
—LL
L
IL
EXISTING
�.3r�EXIISTMG
IEH , ti 11 .. U
20
�IY
EXISTING
J
south elevation
SCALE: 1/4" 1 I(Y$
No: DATE: REMSIONS:
IT11 1 9/28/01 ADDED PORCH/REMOVED OFFICE
ATE A2
9,41 PIL
"'M 11 fT d 11 IT 11 11 [T 1 11 [T 11 11 IT 11 11 IT Wrl IT 1111
IV T=1T, 11 T 1171 A
1 4
111111 H1111 111111 1111
C?
b) HOMF P[� NOVATIOM
ti. r t fir.] I I R I I I r-k
FOF-,� FP-,,AM PHIL,
EXISTING
b
EXISTING
EXISTING
F—X-rF—r-,10 r-
F L-F—vp�rl 0 M 5
20
This drawing Is an Instrument of service and the
property of Kevin E. MuIllcon. and shall
remain his property. The use of this drawing shall
I J be rimtricted to the original site for which It Is pro–
pared and publication thereof Is expressly limited to
IL EXISTING such use.
Job No: Sheet NW.
Date:
— north elevation Scale:
2 Drawn: Q.M Al� I
IN�3-J1 SCALE: 1/4" V-0" Chocked:
I�kq(o 6e cc
A v�.
K,[� VIN F- . MULLICAN
516 N 1� P- "
------ - -----------------------------------------------------
r——z r——————————————————————————————---——————————--——————————————————
EXISTING ROOF EXISTING ROOF I
TO REMAIN. I
TO REMAIN.
Li
Li
r-1
LJ
U
I I L
,F
CONVENTIONAL FRAME CONYENTIONAL FRAME
VV r-r% r-Als I ING
OVER EXISTING ROOF
WITH 2x6 RAFTERS @ 24"oc. WITH 2x8 RAFTERS @ 24"Oc.
U
b
--————— ——————————— C� I i I
-j Li
r——---—— ————————
I
5 1/ x 5 1/4" PARALLAM POST
6x(6 POST ON ABU66 POST BASE 1/4"x 5 1/4" PARALLAM POS''
W/(2) MSTA31 II
5 1/4" x 51/4" PARALLAM POST
I BEAM 4
9
(D z I L-- —
X/A I
L
7 1
IME
L�J 9
1/4
W/(2
E0
(All
I NJ
I F _j I
xi
C\I
———- —— ti C"I
U
0 11
0 F]
0
j
LL
+
L
0 j
n E-- No: DATE: REMSIONS:
9/28/01 ADDED PORCH/REMOVED OFFICE
Cn
5 x 5 PAR1 LLAM POST
STRAP POST T ) BEAM A2
wl(2) MSTA36 c TRAPS r-- 3
(TYPI11 L)
BEAM 5
(2) 2x10 HEADER HOM[� P,1� 1\10VArION
FOP-,- F P-,,AN & PHIL,
CHANPI, I� P,,,
8'-4" 12'-0" 16'-2"
8'-4" 12'-0" 16'-2"
36-611 2'-0"
36'-6"
P�-OOF AMP FI-00E--
Fr,�AMINC-A P1,AN5
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 far which It Is pre—
a pared and publication thereof Is expressly limited to
third floor framm,nplan rT� third floor roof plan- such use.
SCALE: 1/4" V-0" ��A�4 SCALE: 1/4" 10-01, Job No: Shoat No:
Date: 2-�l 2(Y)l
Scale:
Drawn: A4
Chocked:
Bea �n
KJ� VIM 1� . MULAICAM
516 M L� P-,-
( 904)
Q_�Y
2?"', 'flr,�,
db ................................
..........—................
-----------
..........
............. .............. -.1 A,1� 5-
6 ...... ..................... r -1,; A r
44
------ ------------------------------------------------------- d ........ .......................
r--------------------------------------------- -----------------
.........................
Loa
.......................
_V'
e,'. t7 A/Ar5r"IQ�),'T
........................
--- --- -- --- . ................-......
T_T_ —F-I——— ——7 7 ———
---------- r i
............
LJ . .................
EXISTING
ELECTRICAL ...... ................ m., v,-lj�"I Ix T,
TO REMAIN. 0
EXISTING
ELECTRICAL I P
TO REMAIN.
..............
It I ......... Y1 V,
U
L L- - -- --i
EXISTIN
7 F_ — ———__1
ELECTRI ................ 'N F. N(A I
TO REM N. 3 r-
I A\,IN"d I I"r"
T +..... ..........................
L A
�4, S IT
44�——————44 4-4
CH
B LOW
..................................
L TO LIG
I IN CEILIN
_j
......... Q�, .................................
x
0 ITS /I .................................
T_ ND SWITCH 7 1 �I
A
BELOW .................................
44
nc,"!
............................
10 22)'j 1
................... ............
4A
JL L
EXISTING I .- __ -A
ELECTRICAL F ..........................
TO :ZEMAIN.
CIPOT ............I...........
.................I.......I I......
%N
L
V4
F
No: DATE: REVISIONS:
t
XIS ING F
TR
9/28/01 ADDED PORCH/REMOVED OFFICE
T_
0 RE AIN. I I Z, I
f 2
3
j E- --- - - -- - --
A
2 4
4 UZI Z4 Z4 Z,Z,Z,Z,ZI:
f�7�g
HOML� P,,_FI\I0VA-rI0N
FOF,, FF,,AN & PHIL,
C H 1/1\N r L, F F_
F,L F_C-r P.-I C A t
PLAN5
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 twiginal site for which It Is pro-
I plan 2� 1 plan pared and publication thereof Is expnmly limited to
second floor electrica third floor electrica such use.
� SCALE: I A" 1 1-011 SCALE: 1/4" 1'.0"
6 Job No: Shoat No.
Date: 2��l 2001
Scale:
Drawn: Q.ft
Chocked:
),q Ave.,
F, MULAICAN
516 H F,
( 904) 285? --�5?-75?
..................
&
TO F,�MAIN
-1 22 1 -011 No: DATE: REVISIONS:
0 �YLOCNW�`WZ�' 1'0 9JLW�
0
3
4
0
APPITION
TI-dF, CHANPLF,
()N� 5TRY L j
V'r
ED A
T':
�ity K?C H I Tr__C TU r12A,
Of Atlanl1c 13-acl,
A P,P R E3uildina 511 PLAN
OVED
CITY OF ATLANTIC 8EAC8 This drawing is an instrument of service and the
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - BUILL)INC; ()FFICe di
?� property of Kevin E. Mullican. and shall
*�O remain his property. The use of this drawing shall
JAN 0 8 iggg P� o N'\
��) ,§o--reitricted to the original site for which it is pre-
113ared and publication thereof is expressly limited to
ND� ;,e such use.
Job No: 98-20� Sheet No:
A4
Date:
20198
Scale:
Drawn: K,�.M,
Checked:
- - - - - - - - - --- - - - - - - - - - - - - - - -- -- - - - --- - - -- -- - --- - - -
-,EVIN F, MUL, 1__ 1CAN
r
.4 ONCrT-,-�q.AL3 W1 6 d�x�Ox�0 t
MP,11MP MP�O�VP/AC_f�p FILL, N P_"
- - - - - - - - - - - - - - - - - - - - - -
( 190-4) 6-41 - �58-71
..........__
N 0 T r-_5:
't2 AT 611 0,C�O�N�2 5
QA MP i52" 0 G,01� V�PUWIAT-1,VPOFf5
WITH OJ�OMMOI�HAIL5.
ON EP25
Vlff�5TPOF,1�5
AW�2'' 0 C,O�i IMA
WTH BJ COMMON NAL 5,
'Q'j1P-P A�
NO�Y!POUM�'LV5 11 Y
CT'f-�11%FATHN6,
rocrv,-
W1 2 �'5 MZNLIOU5.
- - - - - - - - - - - - - - - - - --L - - - - - - - - - - - - - - -
fourjat& plan
9_&�! 11+1 1_011
1
A >
21'-10''
81611
cac
(2) 2020 AM
"SZ, No: DATE: REVISIONS:
81 PLM 81 P"n
1/241 9B 6WPW TO 1�6flOf MULn
EDAI
f 2465
E7 Aiiiiiii�1
I Ltq
POOF,5
/�2
-11- 0 1 m-fic 1 \S1 9
8' PLA-T
6A?,A6F, APPITION
0
FOP"
-------------------- �z
THF, ' CHANPL, F, P,,-5
I fr�:nc�joy
�A \W52-7�
TION
FOUNPA
F1,001,9_ P1,AN
2) _50�0�P d' X T 0 12. 1
This drawing is an instrument of service and the
L ............... Fal property of Kevin E. Mullican. and shall
f52V remain his property. The use of this drawing shall
6'--0'' 6'--011 6'-011 be restricted to the original site for which it is pre-
pared and publication thereof is expressly limited to
such use.
%
22'-0-1
4
Job No: 95-20� Sheet No:
�561�011
Date:
20198
Scale: 41'-
fl 00 A I
.'rawn:
Checked:
FINKIVU55�5 Nol-r-15 CONTI :
Q, VIN F, MULLICAN
=0 I MIN =I I I
2-2�12 -2�12 1
TFI]55�5 JNLE55 NOITIV 0-1-clux.
FU-MN��PLAN i5 12111l�ONLY,
5U�V T?,j55 511OF 5?-7 s2-
PF�ANIN65 MP CALCIAIO`�5 51649 ( 904) 285
DY AN�N61NEV ff-CAInll IN T�t
51,K-E 9 FLOOVA�iQOQ 10
COMM�NC�M�N�OF FAXICAION,
CXCLLMON5 S�ih�INCILIJP�'NNP
UPLIFT 110/V5,
��;M�VVA,, �OT�5!
CONVENJO�&LYFFAAt2 Z H�A,21�5%IAI,�[��2-21'�!2` (MIN)
L<
- - - - - - -
5H�M'W&1_5 NAL��A�6 0 C ON�'ZE 5
5. ROV121 1,�� `OXWINC4 5A 50N 5TIl M�?��2" 0,C ON XV,�tPATI,�5UPPORI'5
C�i 5 ff 1 0' , '.. .. .. 1, 1
Wl-`�BJ COMMON hAL5
AITIC I N Tr,:
M FAN
5 I'll i- - W1 5P �1�55
ll 5i�ARVik,5�&�V ATg�l' O-C ON E2e5
((XUPLIF or L�551�M
MP 12'' O,C,ON ME��M�2l�HFPOI,�'r5
5T4 WITH BJ COMMON NAL5
- - - - - - - 5 a?5 AT TZJ55�5 9' N�: �QJPL�5W15 AT
bVI-F,1�A i -Gl 0,.LP T OIV5 11-2t5 OF f-I 11 5�fATAN64,
M 9�5 1,
I, 51v� ON
ON Lrr5 OF V�
2-2�12
P11 CH�5/11� 10 6;12
�T5,/f�AIICAI,�KV'
0 UN,1�55 NCI'��0'1E�WI5�
V52A3 (VIT'8255 0 1 5)
Z PROVI�� `I1.V_(,2,A55 5IJN61,�5 ON ROOF
4. CALULAMMCM�tF,5 5�&!L �AV�1,,�
Hff�a5. N5,&L IN 5TI�Cf ACCO�VMI
FOLILOWN6&�OWAL�L�51,'��55�5: W�H VANUFbOr�FIZ5 5tCIFIl
F�-2400 P51 VN Fv-16�P51
2-2KI2 2-2K!2 2-2KI2 0NVIV!O�&P,001' ��MIN6 5GEVII�: 5�
MEN MI I MAMN6�q 241, O.C. MAX.��Ml Af ALL F-`Q'J1P_r-t2�OCA-nOh5.IN5fA',,�IN
211 611 �IFCf
211011 5 ICA'ION5,
Fr�%MN6 hOT� #7. 21,k,0,
5I,VP5ON PA_1�1 �M'3�51W 5i,450N`A�I�M�.5W \V52_0 NOT� #7. 1 1 (21,011 4. P�OVIP�4`10'' O�CA&UMINLM�00F V%15
NAL NITH 21 16�COMMON M1,5 IALWI�H 21 I6J COMMON hAIL5 21 x121 Vkte',NVICATI.P, �AKT TO MAZH?Oa
�iiIN6LF CaOq.
Il 21�CKiNCA 5HA-L Lt NALN2 WI-j1I
5��&5 AT 4'' 5FXINC4 K 5UPPOnV II OV��iA%5 Ap-r 1,-01 1 UNL�
frarni-r� plan �t)6�5(�0a li 2 1/211 C�NS6 Af
�XV'IOR WA.1�5) MP Af�2'' 5PACiNir
AT NSFZM�VIAT�9LFPO1I PPOl �L�C'RICA_l NO'lf 5�
2''011 �3LOCKN16 AT A,,' UN5UPPOP,1112
E1225 OF PLYWOOP P�IGKNC4. I PrI5 -vvlr��rc)��FJT11�POOL
FLrIL9 POOL PRCH F`05�5 fo��6 P.T.A0 W11I
51VP50N VU44 P05T�A�e,��
In (1) �I[lll H6 CLIP AT�ACH FNt2 OF H15ArV, OF Fnr!�-POO,V�F,?Y 5EWH LOCA-VON
& " 00 11�,IJ55 FPV�!CAIOF,51&L 2516N�Pill HT�OWN�R MP DUII�)'-P,P�a'O QUNNIN6 MY_M5,
FAN/ No: DATE: REVISIONS:
712-4198 61 Ar)V�t)10 L�NCAIH OF 5Ta�YE
2 511/98 F�vifet�6106� �00F,5
nd 1""Or 3
C_�A.
PLILI Air kixid r
1 1 AMC LZ� 11 -4
I PAN T1 ON
6 ARA6 F, AP P I
11 TO FLM POOL Lil
THF, CHANPLF, P-,,5
F-------------- t I
WP
�%,Al un't if it 0j) P-,0 0 F PLAN
fop of z it a�T-0"A,F-F. -M,
Pi cxJ,irain-bo pr�, F�L-FC 'ICA, PL-AN
This drawing is an instrument of service and the
13 property of Kevin E. Mullician. and shall
Fili lill 6)Er-1,611 �-4/. remain his property. The use of this drawing shall
be restricted to the original site for which it is pro-
...... pared and publication thereof is expressly limited to
such use.
Job No: 98-20�, Sheet No:
Date:
20198
electrical plan
Scale:
.4 Drawm A2
K,�,M,
-,-'Checked:
F, MULAICAM
P
( 904)
Z-O" 2' x 2' P�-GMTIV�,LOMP,
FILV,6LA555HN61,�5 ON�15# POOFIN6
r M OW 1/211 MP10q 6FIIV�
FLM06V 5i-fA'rH1N6 ON
QOOF'1&55�5�?24" 0,C.
12 �ONINLIOU5 XU MUM�AV��N, F ON
CONINT25 F.�,211 x 2'' NO51N6
OVER U)W.�P P x 6'' FA�CA X4V fzz:zz�
OV�F,PT.2" x(9" 5-13 FA50A
F1
WINPCW AIT5 NVMITI,�Mf
P�COFZATIV� �UHT FIX-FUT
C3Y OMEq
LL
north elevation
ea5t elevation ( 2
No: DATE: REVISIONS:
A7124198 61 PO�V fo�DLTH OF 51MY-U�
2 811198 �EV15EP 6ArA2 PO(X5
6A1?,A6F, APPITION
F 0 1119,
H/\N P L F [9-
rHF, , �,,!5
I �1 �1 �1 LL I I r-_X_rr_1 P 10
1�1_[�VATIOM5
This drawing is an instrument of service and the
property of Kevin E. MullIcan. and shall
W65t elevation 50h elevation remain his property. The use of this drawing shall
5CMi /-q,1 - 1,-011 5CM� 1/411 � P,011 be restricted to the original site for which it is pre—
pared and publication thereof is expressly limited to
such use.
Job No: Sheet No:
98-20�
Date: 9/1�/95
�cqle- 114,770,
RrGwn:
A j
.--"Checked:
r_11E V I M F�l M ULI L, I CAN
P F, 516 N F, P_"
FIPV,�LA55 5M61,1�5 ON
64 POO FIN6 F�If OW�I�2, �XSOOP� 12
( 904) 281�
-71:61 05�,ON rk�-�%MV�t2 (1j,O.N 6
QOV 2 241, 0 C IN51KON pv�15�01�
�� 'IMN6 N� #6 ON
WOF RAMINCA PLAN A2) F,-�O WLA110N W1
M,V.MWL IILWCAN�C1 -P 2'' PVATIV�AIUAa
1�FFAVIIIN6 NO11, 4 5�,N JNVE�5fAliN6
QOOF FMINCA P�M K2)
CONTINLOJ5 ALUMINUM L MILIN6
M��F&ON CONTINUOU5
PT.2"K211 H9%6 OVU GOV.
2) 211 0 1 4 2 50�n��P iN�I OP PLAI�
,,P, FA5CIA DOAW OVV
PT.2"K6'' 5W FA5�A ��MCO TPF4
�211 O,C�
1/2'' ON 2"All
1/2' AC PMOX I 51T5(-,3, 611 O,C�
P,-I I F LtULA55�,Alf
vMt\/�NT IN51MOIN�t�M�N 5TUP5
9
2''�101' 545 7W X40
5h%L�5 ON
12
i�# QOOFIN6 FELT OM,I/2` �XV\�
1WHM6 1,M09)5�rAIMN6 O� ff C&(U,O,N,
ON 21'0'' 5T125 61 0,C, -711611 051�.ON
WOF M5�e5 a 2411 CC,
(5��FMZNC)f� #6 ON
�,OOF FFWAN6 PLAN A2)
E-50 N51r�110W W/
(AA-V, �t�&HUtMCAN�CLIP 211 ?05111V�AP,51`X�
(51��FMINCA NOT" 45 ON
)
�OO�FWA16MAN A2)
5WCO?F4 PANSP MCKI)OWN FN15-1 ON
u"7211 G,C CONTNUCU5 ALUMINUM 5/81, C�UN6
�M,rAP ON CONIT&af
C(MMOU5 ff,2`0'' 50L�PLAI_�VV/ Pf.2''x2'' N05IN6 OV��CONf,
1/2'' PIA x I0'' LON6 ANC110k Paf M' ............................. 611 WOCO�A_9, (2) 2",+' #2 501rHM M-T-OP PLAT--,
�52` O.C,ANIQ AT&L I_P,I x6'' FK)CIA POAW OV��
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-�N MP5 No: DATE: REVISIONS:
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I/2�/98 P�VI60�5
I X411 545 TM�OAO
211 xI 011 545 T�i M�04V
4
wall 5ection
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�MM ANP COMPACU FILL. This drawing is an instrument of service and the
ONCP�_�5LV
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-
6 MIL WPOP,MRIM,OVM
fffMP&V COMPK-1112 NL� pared and publication thereof is expressly limited to
all such use.
7
.1 Job No: Sheet No:
98-20�
1A Scale:
A4
-4 curb wall 50dion /j, brown:
5CA4 5 4'' - I`0" 5CM: 51411 - 11-011
A-4 Checked: