Plans Porch Cover1632 Main Street 2012 SURVEYOR NOTES REVISIDPJS
BY
FENCE NEAR BOUNDARY AS %HOWN. P.D.C. UJ &CDX IpLywoot)R60f
0 Data
PROPERTY CORNERS HAD NO IDENTIFICATION. N.E. CORNER OF SECTION (2:-- 5MF-ATHING
18/2S/29E, DUVAL 0 't" Ct
CONCRETE OVER W. PROPERTY LINE BY 7.5'. 'to �\� Proje`
N N I Row 8d COMMONI
COUNTY, FLORIDA a
0 \1� r\j NAILS @ 3'0.C. GqUOrO F001100 10 14 1 nations
_,,,-OVEP,FRAMING W1 2XG SYF No. Cionditioned Space NA.
P.O B. - N89-49'10"W 0 . 2 RAFTERS @ 24'O.C.W1 2XG
33.00'(D) 0 Uncondtioned Space
_T T Unenclosed Space,
N89*49'10"W 347,�.00'(D) EASEMEN 5YF No. 2 COLLARTIES W1(8)
. ...........
12d COMMON NAILS EA. END Lot Area(Including Ws%nds
@ 24-O.C. & of Wde*
IAJ
0 0
i;R 25.00' NON EXCLUSIVE INGRESS 0 0
'ro-0 LO <
�N C! AND EGRESS EASEMENT(D) v)b
0 Ln N SN q Wo 1,4) ROOF Struoture Height 411k 141lumber of ~14
0 C-4 RS Mean Roof Height 14tv-0
0 04 1 PC. SIMPSON H2.5 W(8)8d
Z
Number of Sliories
UJ W 2X8 SYP No. 2 LE1PGER COMMON NAILS FROM RAFTER
S89*49'1 0!'E S89-46'10"E 211.00'(D) RU TO LEDGER,
111.00'(D) FASTEN TO ROO#"TH
M
25.00' PLrWWD DECK W1(2)#10 X 3 h ft"sniatkla
UJ �\4� Z�
DECK 5CREWS�W/ I I DIA. Roofing Material shall rrAW the requireffienta of
WASMER5 @ EA. PaST.TRLS Chapter 15,Florida Bu%ing COW.
CA 0
LL
0 INTERSECTION
UJ Roof Undeftyment- A%TM 4M Type 1
0 0 S.I/.R. 112 W1 Z I F K DETA h VER FRAMING RAFTEK Rod Hashing- 26 Gau@q matsfiaj for Drip,Rake,Ca a
g 0 :-
P:� 6 n 6 Lfi�7893 S89*49'10"E 111.00'(D) SL8'1'7R89J112 U.1 0 &VaNeW
Z �0 C5
W SCALE:J9 I Roof Material-
LO W �,I W
M W 0 34.3' (n Faslanmg- Refer to Str**salShasts
LU Z CD f� LST 15; EA. Fz4r-r,_-!:v_
_J(n 0 cli
< U_
C14 16'x8' Z < Z 0 RAMR-0,WE ROOF I%>'CA b�L
X W K) curn o--% - I Ty" Of
LU N 7 0
Type VI
LLJ fRAMiNG PLAN Z
Z U) 0 26.9' a.z Z
W< LL. _J
Z - ------
0 7 5' 5 24.2' 0 > 1 /7
0 W
41 Lln4prinlded
LLJ _J :0
W 6 -WOOD,!
'DECK 0 0 DRAINFIELD
_J
to Z 0) 0 Z AREA
Ben .7
04 < C14 OvEieF:rcm-4 Wind Zone InfornNIMons
L--------- UJI
0,
0
(C)
0 A/C
r. ..��.: cc
M
PmJeat Loosations
C14
!14 .. .2
22.2'
b
1(015'Z
28 6"
0
Index of Sheete:
'Z '
P.O.B.
C-4 Shoot 1. Site plan)-.
4 BOUNDARY
FENCE"ON 1 Z
4N (C)O, (C)
F�ENCE C14 S.L R. 112
LINE+/- 10 Shest ftet�,g,
7.6'W LB789J 0.0 L,� 33.00'
X , 1. 1 - - I - i -
"W r I;z_ - -
F.I.P. 112" N89'49'10"W S.J.R. 112" N89*49'10 11 1.00'(D). N89*49'1 0"W Sheat
25.00'(D) L�9789,3
13 3.00'(D) UJ
CORNER OF LOT 2,
N.E. CORNER OF
PARADISE COVE LOT 1, PARADISE COVE 11101"Joet soope:
(P.B. 53. PG-L 82)
N.E. CORNER OF (P.B. 53, PG. 82),
0 0
LOT 4, PARADISE CftE F I.P. 112" F. P 112- 0 - F-e* Avpt-TiefN
1 (A
(P.B. 53, PG. 82) N89'49'10"W N89*49'1 0"W N89*49*1( Appill"ble Codes
F. P, 112 50.00'(D) 50.00'(D) 61.75'(C
Florift BUWing Code 2ft Revision!
I-e- -.r:-: -1 W/2=&20M
LOTI 4 LOT 3 LOT 2 LOf 1 Floricla Fn Prevention*Q;odq 200-7
National EWcWW Cod&,2D(r7
Florida Acoassibilty C0040 for Building Construction
I-T- E-::: (0v4Mr 11 FiodcW44LAkft COW 2Wnr
National Fire Alarm Ciod%N.F-PA 72-94
C*Mft
PW*r"Group RS'
CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS,
She Am
§pm Tables f6r No.'2-SV Rafters
Drkvmy
ovem soj* tom,.-Ir No Ceiling Load-21)psi LL,i0psf DL
Lot C&Arage
N'A
24"
ir O.C. 16!'o.c. o.c.
1 L12'&P!A
W1 _1� 5_T
2x8 27.5- __79-5. 0
2X10 26.0
Span Tables for No.2 SYP Rafters-No Ceiling Joist- r
with Drywall Ceiling-20 psf LL,15 psf DL
SIZE irox, 16"o.c. 24",o.c.
W
2xid 24-4 0-7 1'-6 Wind Load Notes:
01 26'
2x12
Codes: Florida Building Code 2ft7 w/2009 Supplements nd AS 5
62 Span Tables for No.2 SYP Ceiling Mist
20 Osf 11,110 psf DL Basic Wind Speed: 120 mph(V*ind Bome Debris Zone)
PLY.
.24 A CV 44 J�.I-r< .2. W0:0 SIZE 12r ox. 16"o.c. 24"o.c. U�z 1,
1`46T.Abl e.L4 L . -1 Wind Importance Factor I 1-fO Building Category: 11 0
a CA fW 2x
tz M, ewer-w-e4) Wind Exposure: C
QV 40" 24 IIER
lop S%011. L L U
A 2W_9" E!mlaasulre:
-k-min
r
Span Tables 0 IL
InternalPreasureCoefficientftpim +18 or -.18 OR
for No.2 SYP Floor Joist Q) 4.
40 psf LL,10 psf DL liy' 01, �qlantic Beach Wind Pressure to Component%I Claddings
-'V5 W.AW I N46 Fkag nnmo and Zoning DePSIUMI*
Pie 0
A 11.1- IN SIZE ir o.r_ 16"o.c. 24C*o.c. ;T4 DRAWN
*V00 soft". End Zone=6' 0 W
2X5 10 rovsl verifies comPftnl DCal tend
This aPP subdivision and other 11 :Onst"
2xia --fVow-= 16W zoning, nt regulations, but does not 4 of Zone Effective wind Wind loads(osf) CHUCKED
developme issuance of Perrnfts* Compliance
approval for the e and all other applicable
with Florida Building Cod -Ong requVemems
I State and Federal Permitthe CRy of AdWW Positive Suction
ocai i be verified by signature of, Interior Zone 10 +33.4 -36.2 DATE
Rod Framing Notes: Building OfficW PrW fA the betw"
pennlL 20 +31.9 -34.7
bundinG 50 +29.9 -32.8 SCALE
------- 1. C lip raftem to each bearing point with SST-H2.5A clips up to 10'span.
For greater than 10'span use Simpson LTS1 I ##PWAd 1W. 100 +28.4 -31.2
ize larger than adjoining rafters.
2. All ridges and valleys shall be one(1)nominal s Dow 500 V.414.9 -27.7
lt�7-11 6�11 3. Nail rafters to Ceiling joists with 4-.131"x 3 114*nails. End Zone 10 +33.4 -44.7
M-1 20
plate,;with 3-116d common nails. +31.9 -41.8 SHEET
4. Nail rafters to
5. All rafters and ceiling joist shall be No.2 or Bt.SYP. 50 +29.9 -37.8
100
+28.4 34.7
500 N
+24.9 -27.7
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OF SHEETS
REVISIONS By
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City of Atlantic Beach CHUCKU0
Plan ing and Z ning DepartMeOt
5 Compliance with applicable
approval veriflal. Dther local J�nd
This ision and I DATH
2!IN subdiw as rot constitute
zoning, julationat WA do4
ce
development re nitL Comp an
�Ilssuance of Perm ottW applicable
approval for" so SCALE
Iding Code WW
la But ,,dfflng legiulrements
with Florid r-2
I Federal I Me C3ty of AftnW
local state arm
WgnatWO Of'
loww"d a
..usi be vefftd=pw is to
4061 N 0.
%7
�eoch Building
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+
D F SHEETS