6th Street 336 REVISIONS
02-i4-01
I
EXISTING RE51DENCE TO REMAIN
1
I
I
I
1
I
I
-------------------------- EXISTING POST LOCATION,
2x8 LEDGER BOARD. ONt. VERIFY FOOTING BELOW. EX151 I1� 51DENCE TO REMAIN DINING ROOM
IF EQUIVILANT FOOTING DOES
NOT EXIST, SNORE STRUCTURE
1-2-2x$BEAM, TTP.— ;i OL ABOVE AND PLACE NEW FOOTING,
J!1 POST AND ANCHORAGE
1'
if csi
REPLACE E �G DOOR
+-� TO REMAI
EXISTING
11
'\--WEXISrING
I
CD LIVING ROOT"i
I � I
------ _---� ----------I EXISTING CONCRETE
SLAB TO REMAIN ^- --- -- - --------- ---------- ------- - - - - - ------ -- ; --—————N
2-2x$ BEAM BOLTED
TO 4x4 P05T w/2- 'r +- EDGE OF EXISTING DRIVE
"o H.D. BLOTS �4
—CUT BACK EXISTING SLAB +
MIN,NECESSARY TO PLACE
w
---I; — — FOOTING UNDER SLAB ---- ,I-- -------
EX15rING TO
K7\1_�CUND.4`TICN FLAN REMAIN w
TYPICAL FOOTING, 1'-4 CLAD EXISTNG POST
SGA 114"=1'-0" - _ -- -- _ - -0 '
LE: --- --- 2 0x2' 0x1' 0 w/ 3 4 '! : TO MATGI4 NEUU ~
BARS E.W. Lu '
! Iw � W
t _� iil II I U
C;Af�FORT
PORCHf �z , I
I, i M1
LI 36" NIGH RAIL 36" HIGH RAIL °� =
_ I
!
NEW BRICK STEP Chi
———— — ——————— — — ——— ——— — — ——————— —— —— —— — n
RELOCATE MAIN WATER
GUT-OFF VALVE
0 !
4-3 EXISTING 14"0 PALM TO REMAIN
x
H
---- - ---------
I �
•I ji i I� ii ji it
IMP LSO w/ !
NEW 2x PLAI ON X15riNG R ! �j/
if iiili -IOd I r r P.Eai RAF1;'-R N 11L T EX15!NG F AMIN BEll
w
d
k►J
it I t I I i ij l i! ii i• ,li II ! i�1 i �
I i! I !• I I� 7
Iif
j ;jifARMAL FLOOR FLAN?
i 4 5T WA A VE E'�ISTIN WAL'
II �� �� 1 it i
II I I' .I REMOVE X15TING BEAM SCALE; 114 =!-0
INSTALL EW 2-1,15x 12 LVL BEAM I
�OM
,I _YW D DIE KING;NAIL�D
if
I� j'I II w/ NA14§ s(ol O.C.l#1-T F'�I!1EL E XsESII; 'i _ ��,j r
!I �E AN IIINTE EDLTE At 4" t�J.G. f 51MPSON H2.5A w/5-:JC,Ax112
AT OMP ENT ND C�LADCb.)NG E E S I�1 w 3 `� uj = TO RAFTER 5-$d TO PLATE
_ TTP, EA.RAFTER
i� li -
II
OVEI�-FRt�I�E ENTRY
w w;'
DO ER yuj 2x(o RAMIi4G it Vii! if
I' ; I� 16°;o.c.; VE�IDEr, INC
i; I! :,' i AND 16Ad Y F MIN
mll
j. x — x
lxll CONT, EAM II x x x ,
I - SIMPSON u2.5A w/ 5-$dx1!1
TO RAFTER 3 5-$d TO PLATE
TYP. EA. RAFTER 2x4 GABLE WALL BRACING
ON TOP OF CEILING JOISTS
A-3
COF FRAMING FLAN 2x4 U *11&11 0. .
5CALE: 1/4"=I'-0" I' 2-'1115x9 LVL BEAM 1p 6l
I - 51MP50N 142.5A w/
AiTO OUTRIGGER d 5-Sd TO PLATE
TYP. EA.OUTRIGGER
EXISTING HOUSE BEYOND
NEW EXISTING'
HIGH WIND ASPI-IALT SHINGLES NIGH WIND" ASPUALT SHINGLE5 ! :�,� I z Il
ON 30"FELT ON Irz" STRUCTURAL ( ! ON 30"FELT ON Iry" STRUCTURAL
SHEATHING NAILED TO ( SHEATHINCz NAILED TO � �.
6" EXPOSURE MARDI PLANK ! II
WOOD FRAMING AS REQUIRED � � WOOD FRAMING AS REQUIRED
SIDING AT GABLE
w
77-1 777
APPROVED '! a
I I r
N li .
! CITY OF ATLANTIC BEACH
! ' BUILDING OFFICE :I '
I
. C
I
EXISTING EXISTING EXISTING EXISTING I TIN i T
E 5 G X I IN
I i I E 5 G � EX5 G
wit in ow I
if DOOR
Yl
DOOR MAR 2. 2007
�I BEYOND ' BEYOND I BEYOND BEYOND BEYOND BEYOND DATE OF
ISSUE
{ NEW WRAPED 4x4 POST NEW WRAPED 4x4 POST , EXISTING P05T w/ CORNER OF
NEW WRAP !
II III EXISTING BUILDING
By: ►0-2$-06
ii l �ii I. III; 1; 111 if
OPEN OPEN
( I. I i' , 'I ( .I i'. i I it .% � 'I !'•i i ', I jl I i I �
DRAWN BY:
it
I I' I I• i•I ';I 1
FIN,FLOG HOUSE
I I —
I
GRADE GRA I G A
SHEET NO.
GARTER
A 04k
EAF ELEVATIONvow wE5T ELEVATION r 'CRT�4 IEILEVATI ; ,�
A-2
SCALE: 1I4"=1'-0" SCALE: 114":l'-0"
SCALE: 1/4f1-_l'-0"
REVISIONS
02-14-01
L---j
4
0
H
NEW METAL FLA514ING
H
51MRSON L530 w/ ,.IGI4 WIND 45PPAL. 5141NGLE5
6-10dxll/2" TYP,EA, RAFTER ON GRACE ICE AND WATER 5PIELD
''I" STRUCTURAL
----CONTRACTOR TO vERIFY SLOPE OF PLYUJOOD 5NEATNING NAILED TO Z
EXISTING ROOF,RISE OF NEW ROOF WOOD FRAMING A5 REQUIRED
TO BE ONE PALF OF RISE OF w
EXISTING ROOF
H W
"NIG14 WIND" A5PPALT 51,4INGLE5
ON 30#FELT DN '1s" STRUCTURAL f - SIMPSON N2.5A w/5-t3dxl'2" j
514EATNING NAILED TO TO RAFTER 4 5-8d TO PLATE PLYWOOD DECKING NAILED
WOOD FRAMING A5 REQUIRED TYP.EA,RAFTER w/66 NAILS * 6" O.C.AT PANEL EDGE5 � V) u
AND INTERMEDIATE AND 4"O.G.
AT COMPONENT AND CLADDING EDGE STRIP 3 W
•C
1 - 51MP50N 142.54 w/5-Sdxl'i1"
I S�MPSON SPA w/6-Sdxi'%'' t� TO RAFTER
AF ERAFT - TO PLATE C.,)
12 12 w �p
TYP.EA. RAFTER j
I - SIMPSON I42.5A w/ 5-Sdxll/ ' ;` \ /6 O.C. ELEVATION OF NEW ROOF EDGE TO MATCH
TO RAFTER d 5-3d TO PL E ROOF EDGE OF EXISTING ROOF
2x8 24" O.C. TYP. EA. RAFTER
�' TYP.EA.RAFTER
2x4 CEILING J015T5 16" D.O.
PAINTED 5EAD50ARD CEILING METAL DRIP ON P.T. Ix2 ON PAINTED BEADBOARD CEILING METAL DRIP ON P.T.Ix2 ON F+�I
ON 3/g" PLTWOOD S14EATNING P.T. 2x6 FA5GIA ON �/�" PLYWOOD S14EAT141NG P.T.2x6 FASCIA
GUT BACK EXISTING OVERHANG
0 H
FIN. Ixb w/2110 VENT
� E4Gi4 J015T FIN, 1x6 w/2"o VENT
� EAC14 JOIST 1:4
2-1,15x9.25 LVL BEAM, TYP, !
2 - SIMPSON AC4 w/ 14-Ibd TO BEAM ! 1 - 51MPSON LU24 w/ 4-I0dxll%"
TO 1015t a 4-106012" TO PLATE 1 2 - 51MR50N AC4 w/ 14-16d TO BEAM
AND 14-Ibd TO P05T, TYP. ! I I AND 14-16d TO POST, TYP.
151MP50N ACE4 w/ 10-Ibd TO BEAM TYP,EA.J015T
I5IMP50N ACE4 w/ 10-16d TO BEAM
AND 10-16d TO EAST END POST) I AND 10-Ibd TO EAST END POST)
Ln
'i
I
a 1U04D SPECIES;
WRAPPED POST BEYOND � I I WRAPIRM POST BEYOND
SILL PLATES ON GONG,OR MASONRY BORATE
TREATED No,2 SYR WINDOW I ! I WINDOW
OTHER PLATES - No.2 SYR
14EADER5 - No.Z SYP. EXISTING WINDOW ! I
WINDOW, TYPICAL
5TUD5 - 12 5PRUCE PINE FIR i I
MISC. - ANY OF ABOVE I I I
ALL FASTENERS CONTACTING ACO TREATED LUMBER ( I
514ALL BE STAINLESS STEEL OR NOT DIPPED
GALVANIZED. EXISTING WALL
I
1
CONT.METAL FLASHING I-
44 ! j I 1 - 51MR50N A5U44 ON 5/s"1x8" ANCHOR
1 BOLT w/ 12-Ibd TO POST
+
EXIST G NEW
P.T. Ix4 TtG WOOD FLOORING
ON P.T.2x6 J015T5 m 16" D.C.
N
FIN.FLR.AT EXISTING HOUSE SLOPED I'/z" TO OUTSIDE FIN. LR.AT EXISTING 14OUS5 �;'`/ I M Z
dGUT BACKSLAB A5 \ '
NECE65ARY TO PLACE -
SIMPSON ABU44 ON 9/8"0x3" ANCHOR BOLT f
n; r,
FOOTING I�, � P.T x8 LEDGER �
�p w/ 12-16c1 TO P05T �i 2x6 Sib" O.G.
EXISTING SLAB TO REMAIN _I
• k < '
Cs A IE r i GRA .a
vv\ \ v\ \ \ \ \, v\ � �'
51MP6ON LU526 w/ 4-I0d TO BEAM
4 4-I0d To J015T, TYP. / // //�// /�//�//��j\\�/
—_ n TYPICAL FOOTING, \\ \\\ \\ \\ \\ \\ ` ► i j' ! �"
2'-m"x2'-0"xl'-4"w/3-+4 TYPICAL PEDESTAL \��\�/\��\x }
BARS E.w. 6"x8" w/ 14 DOWEL, TYP. wv/\/
EXITING FOOTING, TYPICAL FDOT1N6, \ \\ /\ _
TO REMAIN \\ �i
/\/ +-_____ �X� DATE OF
BARS E.W. ��� ---'7- `_ ��\
/\�j a d ISSUE
DRAWN BY:
NGP
/ SHEET NO.
CARTER
r'2'4"\ LU14L' L SECTION i W'A L SE C T 10 N A-3
�-1
SCALE; 314"=1'-0" 5CALE:
o