1076 HIbiscus St 2015 garage plansth .f;
5nergl Notes
16' _
1 " = 20'
LOCK 187 LOT 3, BLOCK 187 LOT 2, BLOCK 187 Al
49.97' (M) 1/�„ ✓V
Silt Fence Placed CORP Electric Circuits
1/� �° oa,aroa tra eoa 3080 =a—
7
Llr
0.8' df ea o 0.3'—/ North Wall and lights 20 amp t
5' �❑— South Wall and lights 20 amp t a�
0.2' ❑ 0.6' .,
Garage Door 15 amp 1
�- Prcpased 16'x20' ( 1 Z
sRofceMamp Service to garage
8_ Garage O�
OT 3 `❑ F- iCy
BI CK 188 I
o a 3/4"Elec Cond.fm s I
8r6n CONC.'. Main House Panel
14.3• I 5.1' ❑ 0.6, •--° -+ 1
D.t' - 'X X—X 30.3, X �❑---- ' i
00 00
CC) AIC 00
PAD Electric Layout
1-S[OR Y FRAME
p RESIDENCE `"�--O
w 6Y/1.5 EA IBES m 3 Yc
m,
NO 1076 0 1
r�
d"d� pOCV
3.8. O
O t2.D
J N i
Matenal 14`8 d 16.6' d" �
e
Storage Area COVD CONC. 9'$ 50 Y ®
STAKE
FILTER FABRIC
M
CONC.° No. Revision/Issue Date
4 � SILT FLOW
JI10 10i6 Hi and Streetetl Impervious Coverage S.Jordan Nichols,P.E.
M - 1076 Hibiscus Street,Atlantic Beach,FL
Consulting Engineer
/ 1.3' 119.93, (M) q 738 N.Atlantic Dr.
1 p' PHONE t.3' 1/2'" Lot Size=50'x 102'=5too s n
CAP RISER CORP
120.°0' (R) Allowable Impervious Coverage at 50 percent of Lot(0,5 x 5100)=2550 sq Lantana, FL 33462 _
UNREADABLE 3080 \�\�\� \\ A. Existing Home 30.3 x 34.4+9.8 x 5.1= 1092.3 sq R 561 329-6597
49.90' M \/\/\\\$ 1 O j 6�� //\//\ \ Front D eway walk 454 sq ft FL License No.387 31, 'L
50' (R� / / , / / /
Covered Conic.Porch 70 sq ft
Rear patio 142 sq it
�wsc s r 1 Er Total Existing 1758.3 sq it v,
(50' RICHT—OF—MAY) BACKFILL
B. Proposed Garage/Workshop _}/, i
(22'x 16)_ 352 sq ft ✓-��7i ti `
p 4
Total Existing and Proposed 2110.3 sq R
Conclusion
Total proposed and existing less than allowable. Therefore,ok.
3/3/2014 `• 'rg
0
As Noted
1
i
. i -
r1r'
General Notes
1/4111/411
a�
16' -4
�( 2 x 8 Rafters, 2' O.C.
it U)
10" thick 12" wide 5 U 6
thickened edge U
w/ 2 - No. 5 re-bars 2x4 studs 10 ridge beam
16" O.C. --
son
6 x 6 WW Mesh7 2Y Sim
Clips
o ht or eq.each
Anchor Bolts rafter
4' O.C. p
o �
5'-6"
L J
i
C)) V–
Foundation Plan Wall Framing Plan
2 x 8 Outriggers, 2' OC 2" x 10" Ridge Board
IVf(^a U
(�
2 x 10 Ridge Board �
2 x 8 Rafters, 2' 0.C,. m
12 U U
6 60-
f'9
Qrti satta hed 3" t]-- �� '
-titi c�nai1s,eacch side 2-z x12•Header 13 7" — 3 13 7"
Q—
T wide x Thigh 1 9'x 7' -- I , „
Garage door Garage Door 7 8
10" thick 12" wide 3'
Emil poly over / -
thickened edge efm"e°`a
East Elevation North Elevation No. Revision/Issue gate
w/ 2 - No. 5 re-bars Typical Roof Framing Section
1/8"spacing is
recommended at all edge and S.Jordan Nichols,P.E.
end joints unless otherwise Stagger
indicated by panel end joints Consulting Engineer
5 Ib felt paper barrier, stapled manufacturer (optional) 738 N.Atlantic Dr.
WOOD FR AM I N I I Lantana,FL 33462
o sheathing APA RATED 561 329-6597
I SHEATHING FL License No.387E'3>
I 15/32" Plywood Sheathing
I - -
I i nailed 6"O.C. around edge'
BOTTOM PLATE I I
lit 12„O.C. in middle , 8d nailsAnchor Bolts4 O.C. --Cement BoardIt--� '
a 4 Protect edges of Exposure 1 s . •. a
STARTER STRIP panels against exposure to - -�
weather,or use Exterior
CONCRETE SLAB / panel starter strip =..r - .;
MASONRY FOOTING C ---+
” Asphalt shingles.Folio
manufacturer's recommendations for 3/3/2014 a ',
roofing felt. Drip Edge
As Noted
-
Covered by roofing felt
- I
I
1,
General Notes
Wind In ormation-2010 F.R.C. (ASCE 7-10)
Basic VVind Speed 130 mph
Basic V locity Pressure 25.8 psf
Occupa cy Risk Category II
Total Rc of Load Live 30 1/4" = 1
Total R of Dead Load 10
2 x 10 Ridge Board
2 x 8 Rafters, 2' 0.
12 Simpson H2 5A
2 10 r t r ti s atta hed 6 Ea.Rafter/outlook
wlxth b-16 d�nails, i _ side
1'
2-2'z 12'Header 13 7" U)
Simpson H2A,typ. (B
7' 8„ 4-4
W
t"x10"bolt Q
w 3"washer
3' 1"x10"bolt 10" thick 12" wide
w 3"washer s mn payor Sim son HMA,typ.
thickenededge
Simpson H2.5A typ. thikd oe,mne o-e3tai p
North Wall-Structural DetailL--
(South Wall•Eq.w/o Windows) w/ 2 - No. 5 re-bars
East Wall Structural Detail 4-0
2 x 8 Outriggers, 2' OC 2 x 10 Ridge Board
oo oaff �
w,thl5-1Stdc nailsaeacchhsdde
12 Simpson 12.5'A r/�
1-5 5 Ea.RaRsr/outlook v,
2x 10 ridge board 13 7° L No. Revision/issue Dale
9'
2 X 8 Rafters, 2' 0.C. wx Owaa er S.Jordan Nichols,P.E.
Consulting Engineer
738 N.Atlantic Dr.
/
• Lantana,FL 33462 `
if 1H a m''e°'Y.... Simpson H2.5A,typ. 561 329-6597
—
Simpson .' FL License No.3.F%6 ��;" •.��
Hurrican Clipsa
West Wall Structural Detail
h2.5A ea.rafter
Roof Plan Value
Value
Value
Value
e 1
Values
3/3/2014
srd.
As Noted