7th Street 367 (2) 6sENEFeAL NOTES-
'L TMAT 111-111 VffM AMA LMM APO WMIN W-W C*'R-411 OJIL.000 "TEMANLAW REVISIONS BY DATE
TIAN'"M "OVIDII P1121�00,10 AGANST SU04 DAI-Wdll"R A PWOM OP 01�4 W YEAR FCLLOW*4 V-3 1/2
L T�*=NSTRCTION WFK SMALL COMMY VAT14 ALL,FIIDVkk�STATR AND LOCAL FSOULATI" DATIN OF FKAL=""TIOK W ALL TFL"98 SMALL IN 3'-4r CXWIAO UT14 T11171"ORAPIrr A?0 MNAL SPACOO IN 61"CT
SEE DETAIL FOR PORCH
AS nay Apfty Ira mb Pna=ALCH2 WITW A""F401MMITS,OF TIE GTANDRARD OULDM A=1110ANCE W174"MAAPACIUMV6 SPSCOr-411ONS6 AK)OP TmOddil,SMALL M DISk"o Am
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sawfom ft"1111111 @I Fewe Wmak selew Nam to low impollipp"m simmilli F"OR To 01"MIZATM m"" A"aftAlwo"J.6 SMALL"ro"orm PON"W""mmm
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IL ALL CCN01a'M 6R4LL M3,11M IOW P.&I.WMM CAPACITY IN 26 DAY& ALL C4WMT9 DaARM FS.AT111 SMALL=CCICVIA"WITM"PMV X*ffgk*0 COOMMIL P"OVE4 CUTMMUM ON ALL
A. 00 NOT OCALI 71-a PRA9*0& DW11WWA"SMALL WVIM W4 ALL 64TAN=& FWPORT ANY SMALL 09 PSADY-I'M4W IN ACCORDANCE UTW AATPI.SMWICATION& GAmR JIM& STRAIP RAC4.1 TpuG$AS cAusp Post sy PtAN& �,,42
DISCREPAWES,TO TWO AP04TIlCT 011POM"10=90NO MM TW UKIFINK 6111111 RDM RAN"00111�LAYOUT AND MCak MMZ2p 44CP R&�ta"
4. rLANS,A6W11 A"L BRAM4 CAPACITY OP 2A"FW- IF SITE=1�101TWNS W6T TO TME 0. ALL F&POWII0 OTM SMALL M NRW IWL"T.DEFORIIIED STUL AATM A-&*aRAOR&C. t!661-NrOms TWO Mmta C66K
CONTRARY.WTPY AWWP=IN WWM MMF*M"RIOC11310143 WM4"WMK It OLCVN ALL 6104"X9 AWAT FROM MLOMS,AT 1/4'FM P-V. LWWT Wkx"FUS64 HL cmum T"wffpFdOK coemmw OF me="poolm a-mu b dDommm UM6
ALL GlOiIULALK&OTAIRIA APO KAP16& 6001111111 CONCWT111 IN IDATMM4 NvolCATEV ffitl"Noobit ALL.W4106W AND WMPNOR--LITT.WIPWRN04T CP PPOCTION MK A LHOLAZI10.
S. 7164 04TIM AMA LMM,"V WITWN OUTOON OF 11-0 11MON0,0"V26 A1,40 WALK$SMALL CCNQWM 100ft 6n Aft:041TSC"tAl.K.OQR FLM"PATTV0A A00 0"TXXTION JOWk ALUMINUM FLASPIWa WHERE
Ix
CLZAF=CPA"TOPWL.TftnVWVATk".XOO"*001UMOAMMIC MAIII MWIlk 20. THIS A'IMALDE"WT'CP=MMACTION OPLAWO& rt th NW roM WINT OP n4M OPAWNbS TO Isom PORCH MEET$ 5UJILDING
OTARM4 CONOTPUCTICK 12. ALL CONCA"PLOOM 1444LL ABM hot A SrIONOTW TROURL NNW4 1 EXCO"AS HOMO. DOAARM TO 64CW"ItY OffTAII.CF CCMTftJCrsOPt "19ULD11M OW"10 11011111,10011" j
"'ImLYM ADDITICNAL ANDICK lItIPPLOUWAL 10VORUT'"MONO POR TWO~.WW. 17 SMALL 04 (SEE PORCH DET;AILS)
6. MLL T�-N WM AS,MMMM W"6OOD CLEM OR"-Allt 6*0 IN I.Wft WAYM" 11. PPOvUM WASM4okLT tV411190NATINIO IXPANGICH JOW WWMQIIV2Ft:OCN00M"IbUrtS,AW rr SMALL M TWII&RUN"M10DONSOLTY 70 CWM VEWOr A%V C4011Ct"1111 DIPW4114ON11,$&AP"POW6 ANDL."T
89MLM It AND 34 NCA-Illb AND COMACT BY VERATORY ROLLEft TO WS OF KAX"DW vvjwnCAL STFW-rAM LOAD&.GOWNMON MAAA NOW AW ALL PWAKS OP COWNU=ON WCANo to c4rrqXM me
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A FWW6VMjq MIS rw4vp FKPLL TI-a
ff%LT6 WITU W. ALL LUMMIN IN CONTAM OTW HAS�OP C04CPSM SMALL 04 TAIIATW.
CACtVACTM PL 1 0 F--V I t, tv A
AFMA LMM THE IDULDINS Ppdm TO ft�N& It PRJOR TO CCttWNCV1W OF SUR WOW,71-411 WNTRACTOR SMALL BE 1111001-ONS481.1 TO LOCATE
s. at"C4WTPLACTORG SMALL W Pftr041ftX"M%OrECTINO ACVAAC04T 4ITMUCAM6,EM"OENT, ALL UTILIT"AND 1111MUTUM LINU AND POP=ANY 00�ftl=WIN T"SWT OF ftANS IN UVIIN2
61MM 610111WALK8.LANDWA"O AND WOOTM WWWOTIOR TO TWII A^WTIECT.
3'-0" X 3'-0" X 1'-4"
W. ALL"LVM SMALL IM VENTLLATM%44YLCOATW STEEL AM ft#4vCRTW AT 36*Or�MAX 22. ft"L SLAA 9LXvAY1ON SMALL sa S0rT by"ccKmAcToK&ATTVMCt4 TO M�000 zom
REINF.CONC. PAD W/ ALL CLO15M TO WVVE OM fl)SNELP. ALL LHK 6111COM AND POOM CLX9M TO REMNE 4W LOCAL NAM=&
POW(4)5W-Lvft
M ALL WATIER FWM VATWN WOVEN=SMALL RAVIII VAwCUJM 110IIIIAMOM 2& ALL 1100406M MTALS,NAL01.NNUS,64�,FAWID111110.FM SMALL W 6TA&LB"STEM.
OR A r%7AL AS C44069N BY TNE CAPKTRACTOPt TO UTW6TAND TM NKM4&ALT EW"100411M CP COA67AL 0C*mTftjCTiO�L
w/ (5) 05's ea. WAY (TYP.)
'21
9>Xro F.T. COLUMN
AFTER INSTALLATION OF 9,
v
GROUT REMAINDER w/SLOPE
v v Xro
POST w/ ADS ANCHOR r- i
3'-6" X 3'-b" X 1'-411
REINFCONC. PAD wl
A (2) pc A095 ea. POST Q
z-
A2 W/ 5/5" 0 BOLT DRILLED AND EPDXIED 0BL, 1-3/4" X 1'-4" FRIM50AFZD wl-----*e
INTO 1'-4" 0 RINKER 5LOCKAND (2) 5/8"0 SEMCO RTFIGA41524 eta. END
.31.611 X .31-( 11 X
W (E)) 85's ea. WAY (TYP.) 0 -OR POST lu
THROUGH E30LT F
REINF. CONC. PAO w/
(4) 05's S11 O.C. (TYP) FLOOR TRUSS DESIGtNER SHOULD
DESIGN THIS 15EAM uu/ 4 PLY
(p v I—v- \I-3/4"X 16" IF SffANS� 20'-0"
7 GRADE MAY VARY
7
41
ENGI rz
1--4" PRE- RED FLR. TRUSSES
01
W/ MCO 0
T5 !C
7 D (TY
411 X 4" X 1/4"
2--0" 0. UHFGA210
'T W- i
4 '1. r EN
3 - < X
W/ I'-0" X I'-01"
BASE FE wl (4)) 5/611 0 X Iql'
—t,*�WAwp W
j
A.B.
(bX& P.T. COLUMN
CIL
X 1.
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21-011 x 21
REINR AS PE , PLAN SENCO C566 MUST BE INSTALLED C
CONC. PAC) W/ PRIOR TO FOUR OF SLAB
L
(3) 05'e ea. WAY
CORNER 01: EXISTING
14'-11 3/4
BUILDIN1 U.
r
31-61, X 31-611 x 1. 1.
Z
11-oll x all ExTE ED FOOTER
W/ (1) 05 5AF Z CO REINF. CONG. PAD w/ 9,X(b P.T. WD. COL
AND 05 AFF ROX -4
(4) 05's 0 V' O.C. ea. WAY (TYP)
4
-3/4" X 1'-4" RIM50AFZD
EM15 DDED 4 EFIOXYED FASTEN BEAM TO &X6,
FASTEN BEAM TO 6X6
(PAD UNDERMINES EXISTING L DBL, I
X4
�z 50% OF L TH INTO
FTG.) COLUMN w/ (3) pcs 5EMCO
RTPGA824 ea. BEAM COLUMN w/ (3) pcs 5EMC0
EXISTING FODTEF
RTFGA824 0 &a. BEAM
41�
2a
(p
7.
-oll i ilec
V. FASTEN BEAM TO roX6
1 �-j
REINF. CONC. "FIBER MESH" rA COLUMN w/ (3) pr-s SEM00
15TALLED TO MFGR SPECS. Rn=`GA824 m ea. BEAM
2nd FLOOR FRAMING FLAN
------- LAO
tip iFF
N
E:7
X 31-61, X 11
R2EINF.CONC. PAD wl
1'.-4" 0 RINKER BLOCK 6ECTION
4'-0" X 4'-0" X 2'�011 t TO 1'-0" ABOVE FIN. GRADE
r- C114 w/' (5) 05's ca. WAY (TYP.)
REINR PAD w/ 1'-4" 0
k, 1 �4 RINKER BLOCK TO IN U-
1'-0" ABOVE FIN. (SRADE 2X4 PT. RAIL
12-3/44 2-31"
W/ (5) S ea. WAY
—i 2X4 PT. WASTE PLATE
1�17
-3 1/2" 2X2 SPINDLE 0 (p" OZ.-
12' 14'
W/ MITERED END
C7,
2" A.F. DECK
ILI T
2X4 PT. KICK PLATE
1-1/2" A.F. DECK
Ca 0rjy-4-)At-
14 -1
31-611 X 31-611 X 11-8111 0) LU
42
FOUNDATION FLAN 5/4" X 6" FT, DECKING i1A
REINF.CONC. PAD wl JOINT$ BUTTED NAILED -1
1'-4" 0 RINKER BLOCK wl (2) 12d GALV. is ad. GALV. FLAI-44ING BENEATH 50LE
TO 1'-0" ABOVE FIN. GRADE PLATE WRAPPED BENEATH DECK 0 . u
JOIST
w/ (5) 05's ea. WAY (TYP.) ALSO TO WRAP AROUND' RIM5OARD
z
z
2XIO P.T. 5AND AROUND (2) 2XIO P.T. LUD. LEDGER
ENTIRE PORCH BOLTED G� 1:�-n�4 Cx- WP, PCCt<,-
THROUG�4 2XS BAND BOLT TO D15L. RIM BOARD
W
BOARD 0 a&. COLUMN w/
BOLTS 19 2'-0" 0.6. wT
(2) 5/5" 0 GALV. $TL, BOLT
2" 0 WASHERS
w/ 2" 0 WASHER 0 ea. BOLT
E30LT (MITER CORNERS)
(1) pc 5EMCO SPG3 FASTENED RIM BOARD AND
ANCHORED TO CMU WALL w/ (1) po 5/6" 0 ALL LU
-W 1:10VICR &Ppove
2X8 F.T. BANDBOARD
THREAD ROD DRILLED AND EPDXIED 4 8" INTO W
(ON 1-1/2" SHELF CUT EXISTIW-2 CONC. TIE BEAM 04. END OF SHEAR
OUT IN &X& P.T. WD, COLUMN) 01
WALL SEGMENT
WALL TO BE REMOVE EXISTING BLOCK
WALL
&Xb P.T. WD. COLUMN
2XIO P.T. JOISTS
12'-2 1/2 11 NOTCHED TO RECEIVE *21-01, O.C. W/ UHPG14210
2XIV RIMBOARD sa. END W
(BOTH DIRECTIONS ?Q5;5[Pet4 Ce- >
............. in m
FOR CORNERS)
FOR.CH DETAIL5 C�
Z
r
154
3/4 z I vltco
A
A
GAIN
S,
tL
.0.6,01
DRAWN
JRMC/r=CJ
D E t'l 0 FL AN
CHECKED
Fj
DATE
11. J95
.61
5 K C—,TC--,e"
SCALE 1/4 1 0
4
?A-OC.K cj� r�LA PIp I\1(�5-1-0�A,
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-,F s
A,5
W- C,A,D,D,
511 -wwt��-
RECEIVED'
T�' - 'IlAk, SHEET
- 4
. . ( -
tj
FEB 1 1 1998
City of Atlantic Beach
L
A
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NCwN
W
4OR
A r
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e TYF
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FL
K4
V
Building and Zoning
1i F'A SHEETS,
REVISIONS BY DATE
(2) SEMCO 16A�__Z24--w-�; �:12�)10 -MALLS
12
PRE-EWSINEERE ea. END F BEAM T, 4X4-1::IjjjI
D TFRU95ES -14
a 2'-0" O.C. w/ 5EMCO HDP2X
w/ (10) loci NAILS 0 ea. END OF TRIJ55
EARIWS E3EA-RINr_,*"
DBL. 2XIO BEAM SHEAR OD L. TOP PLAT`E
NAILED w/ (2) ROWS 10d GALV. COMMONS Lu
a all 0,C. 4 WRAPPED w/ I" MATERIAL 21-o
PRIMED 4 PAINTED ACCORDIW3 TO 2'-0
MFGRS. SPECS.
4X4 POSTS WRAPI'='ED
LLULO5E INSULATION
w/ I" MATEIAL PRIMED BLOWN IN R-30 CE
4PAINTED ACCORDING
TO MFGR5. SPEC5 �3
J_ 1'-4" PRE-EWzINEERED JOISTS r
WINDOW SCHEDULE DOOR 5C>4EDULE
2XIO P.T. BAND SHEAR
NAILED TO 2X$ BAND q 0
Z
3 X4 5A. 2 X (o &F. FAINT GRADE LIJAN
BOARD w/ (2) ROWS OF
GALV. 10" O.C. 4 THROUGH BOLT
w/ (2) PCs 5/8" 0 BOLTS ca. COLUMN STEN FLOOR TRUSS 2 X b"' &F. FAINT GRADE LUAN
2 X 3 S.H.
(2) �Ns. 5EMCO RTPGA824 w/ (12) l0d ca. 0 CMU. WALL PLATE DBL, I-3/4"XI'-4" RIM-BOARD
0 FROM 4X4 POST TO RIM BOARD
w/ l6ol TOE NAILS 0 4
5 x (0
0 44" O.C. ea. SIDE .3 X 4 S.H. LIDING GLA55 DOOR
2X4 P.T. CORNER BOARD 6X& P.T. COLUMNS
wl (1) pc. SEMCO CfBibb BASE
&X(o P.T. COLUMN
eq
w/ (1) pr-. SEMCO CB&6 a BASE
3'-011 X 31-011 X 11-41'
REINF. CONC� PAD w/ u
(4) 05 BARS sa� WAY
-OUNr [ON
EXISTIWG FOOTEPj/r ->AT
5ECTION
1/4 V-0
12'-3 1/2 5,40
GUARD is .3'-2" 2'-1 1/2
AP. DECK
51-4
C (L
L
�,A2 BALLOON FRAME W/ 2Xb SPF *2
STUDS 12" O.C.
(' tV
3f VI,)
1/2 Tj -3r
-4 21
v
1 1/2
-3 1/2
P.,
C()
F Q 5w-1
ri
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b'-0. 0 STE7Z,
L _J
d) STAIR
—1 Ft U nU-
(14 ADD ROOF H RE
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ERE TO ACCOMODA
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1 11 1-011 lu
2
EX15TIW-s W FASTEN w/8d
Ll CX_,) NAILS 0 3" EDGES, b" O.C. 0
5ATH FIELD -I .. I I �
SITTING1300M RIDGE/PEAK LINE F-
2
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Lu
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F -1 -1
6L -m
L _J L __J L
A
411% A2
A::
GROUND FLOOR PLAN
SW-I USE 1/2" CDX PLYWOODSHEARWALL SHEATHING OVER 2"X,&" 5F=F *2 STUDS AND NAIL W/8d COMMON NAILS ,03"O.C. EDCXE5 AND 6"O.C. FIELD.
INSTALL SOLID BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL 2 pro. SEMCO RTP6A 824 STRAPS AT EACH END OF SHEARWALL 5ECsMENT DRAWN
FROMSTUDS TO RIM50ARD BELOW.
r_ CHECKED
5W-2 EXISTING 8" CMU WALL SHEARWALL, FASTEN RIM50ARDAND R.T. PLATE TO EX15TIWG CONCRETE TIE BEAM W/IpC 5EMCO SGP3 W1 5/8" ALLTHREA0 D.ATE
H END OF 5HEARWALL SEGMENT ABOVE. s
ROD DRILLED AND EPDXIED 8" INTO CONCRETE AT EAC
SCALE.
I
1/4' .0 .
COMMON NAILS 03"O.C. EDGES AND ro"O.C. FIELD. JOB 9_1 rz ,�L
SW-3 USE 1/2" CDX PLYWOOD SPEARWALL SHEATHINC3 OVER 2"Xro" 51-F 02 STUDS AND NAILED W/ad NO.
0 X (b" EXPANSION ANCHOR IN EX15TIW_2 CONCRETE
INSTALL SOLID 13LOCKIW3 AT ALL HORIZONTAL JOINTS. INSTALL IpC. 6EMCO 5GP3 W1 5/6"
C.A.D.D.
5LA5 AT EACH END OF SHEARWALL SEGMENT.
SHEET
'02 STUDS a& SIDE OF OPENIW_%, INSTALL (2) PCs. MINIMUM
No. OF FULL LENGTH 5PF
safE SIDE OF OPENIW3
4
,or SHEE
4
REVISIONS BY DATE
ELECTRICAL LEGEND
97 110V DUPLEX RECEPTACLE $ SINGLE POLE SWITCH
(g�_ 110V DUPLEX 112 SWITCHED 3 WAY SWITCH ELECTRICAL NOTES 10, CONTINUED
IIOV DUPLEX GROUND FAULT SWITCH WITH DIMMER 1. ALL WIRING AND EQUIPMENT ',SHALL CONFORM GROUND TO ACCOMODATE ALL EQUIPMENT EEQUIRING
��Y' IIOV DUPLEX WATER PROOF TO N.E.C. , ALL LOCAL RULES iAND IT.) THE GROUNDING ELECTRODE CONDUCTOR MAY BE
(D EXHAUST FAN ORDINANCES OF LOCAL GOVEIRNING BODIES A BARE COPPER WIRE OF APPROPRIATE SIZE CRIMPED
OZ 220V RECEPTACLE
FAN / LIGHT COMBO HAVING JURISDICTION TO THE REBAR AND ENCASED IN CONCRETE THEN
COUNTER TOP DUPLEX 0j JUNCTION BOX 2, ALL WIRING AND EQUIPMENT SHALL CONFORM TAKEN OUT OF THE SLAB OR FOOTING TO PANEL BOX.
RECEPTACLE MOUNTED @ 42- A.F.F. TO O,SAA, GUIDLINES WHERE: APPLICABLE, SHOULD THIS PIECE OF REBAR BE LEFT OUT , A SUITABLE
FLOOR MOUNT RECEPTACLE DO SMOKE DETECTOR 3. PROVIDE AND INSTALL SMOKE DETECTORS GROUND RING 250-81(cl) CONSISTING OF A # 2 oLwg BARE
OT CABLE TV HARD-WIRED W/ BATTERY BACIK-UP. COPPER ENCIRCLING THE ENTIRE BUILDING AT A DEPTH
DEDICATED CIRCUIT
PHONE 4. MINIMUM BRANCH CIRCUIT WIRE SIZE # 14, OF 2'-6' SHALL BE INSTALLED BY THE ELECTRICIAN.
CEILING MOUNT INCANDESCENT 5. ALL FANS SHALL BE INSTALLEED W/ RHEOSTATS.
Oj DISCONNECT
WALL MOUNT INCANDESCENT 6. THE CONTRACTOR SHALL VER]IFY LOCATION
METER OF ELECTRICAL SERVICE W1 LLOCAL UTILITY.
RECESSED INCANDESCENT TSUI 7. PROVIDE G,F.I, OUTLETS AT EIIXTERIOR, AND IN
THERMOSTAT
BATHS GARAGE , AND KITCHREN AS REQUIRED BY
_(�r WATER PROOF INCANDESCENT SPEAKER N.E.C.
EYEBALL ELECTRICAL PANEL 8. CONDUCTORS AND CIRCUIT BREAWERS SHALL BE
VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU-
EXTERIOR FLOOD LIGHTS CEILING FAN <PRE-WIRE) FACTURERS SPECIFICATIONS. 4)
9. NO ALUMINUM CO NDUCTORS SHiALL BE USED.
S�
FLUORESCENT TUBE 1.0. GROUND AS PER 1993 N,E,C. 250-81 , CONSISTS OF 20'-0'
44 REBAR BURIED IN SLAB OR, FOOTING AND TURNED
SURFACE OR PENDANT
MOUNT TRACK LIGHTS UP AND OUT OF FOUNDATION MR WALL.SLEEVE GROUND
IN A NON-METALLIC PROTECTI'VE SLEEVE WITH ENOUGH 5ECTION
EXPOSURE TO ALLOW ELECTRI(CIAN TO ATTACH a
THE ELECTRICAL GROUND CONNECTION, POSITION 2X6 WALL SIU.
2X& WALL N�W.
OF BUILDING OF BUILDIW-v
SUGGESTED TRU56 DESIGN
NAIL ROOF 5HE)ATHINC-P
AT 6ABLE END ml Iod
2x-' OUTLOOKER5 1/2* CF?X ROOF 5HEATHIN65
@�7 al 44 o.c. -14 -Z
4- TRV55 TOP CHORD 4 co co
SEMCO WCPLR /7�R,RAFTER w
y
[4 f m
NAILE)
4 PC5 12d SECTION
NAIL5- 2"x4' 13RAc�"06 F�, o.r-. ul
aALLOON FRAME 2_16d 2X(o WALL N.E.
6ABLE END NAIL5 2X& WALL 9E. OF BUILD[W-2
0 PORCH
NAIL5
VL
2z
CENTER 2x_1 5LOCKIN& R E30TTOM CHORD
ON 5'HEATHIW_7 JOINT
FrCEILIW__7 J015T
0
2'x4 0' MIN 5RACE 0 52"o.c,
NAILED TO EACH TRU55/JO15T
P4/ 2-16d NAIL5
J,
A.3
GABL E END. ,B!RACING DETAIL
7-, LLI LL_
WHERE E><IOTING
zi
2X4 OUTRIGGERS ROOF MEETS NEW
2'-0" OZ. W/ HPCLR STRJOTURE PROVIDE
ea, OUTRIC-sGER, FLA6HING 4 COUNTEP. FLA5H
SEE 'SHEET A-4 FOFZ DETAILS
(TYP)
L
E2f
T
-A Z
"roll 0.�+.
C�40
VAULT CEILIN6 LINE
E
$ z
RIDGE/PEAK LIN
1>
>
RIDGE 4 MID w w
POINT OF T"SES
I (s)
SEE DETAIL THIS SHEET
]06)
PF;ZE-EWSINEERED SC155OR Tf;i,155
U.
2'-0" O.C.
DRAWN
jRmc
DATE
SCALE 1/4 V-.0"
JOB NO.
C.kD.D.
ROOF PLAN
4
ELECTRICAL FLOOR PLAN SHEET
;1,.At,
r
S,
$x4"
L
OF 4 SHEET,
L
f L,/
RIDGE vENT 12
114 Ei-AC k-� REVISIONS BY DAtE-
PC. s EL
T�
A.
25 YF;?- 5HINI &I c::j 0-x
2)X(b FACIA w/ IX2
P!.T. FIR STRIP w/ VYNAL WRAP
T"S 15EARIW-2 17 1-011 TFWSS 15SARIW.3 a 1-1 I/all
OL OL
0
21-011 FLASH COUNTEWLASH 1 1-011
L -, % L r-0
A.- ..;1
50ARD 4 BATTEN SIDIW_s
2X4 F.T. CORNER 50ARD
(TYP) S.O.S. 1/2" CDX PLYWO. wl
2X2 SPINDLES b" O.C.
IX2 P.T. BATTENS * 2'-0"
A-11
.o (p4mrzo 4 P,41NTr=r,>
c
A 'NI w/ EXTERIOR LATEX ACC-
UNDER CDX FLYWD. - WOR< ORDIW_s TO I�FGRS. SFECS.
Oil W/ SIDING JOIN 9 1 1 1 (o
2nd FLOOR I- I N _� I 2nd FLOOR I I
4X4 P.T, POSTS J�tA<-cz T-?TPG-%AS1ZA j::FC>t_e\
OL _.TC) R)M j5C:?ARv> di
OL - — - — - -
EXISTIW-2 CEILIW_j OL EXISTIW-s CEILIW-2
OL
1_1w
SEE SWEET A-1 FOR z
DETAILS CONCERNING ."q
EXISTING BUILDING C2X6 COLUMN ---- ---
(TYP) I
GRAVE VARIES GRAOE VARIES
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