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GENERAL STRUCTURAL NOTES
Codes: Florida Building Code 2014 and ASCE-7-10 ve ole4o X Ak Y100F.0 Oje ?Y16 11�7j_g C�.'wwlva A00XAwX4,1W dr ^10. CZ
rida Building Code 2014, American Concrete Institute and
1. Codes: Flo Ultimate Design Wind Speed Vult. : 130 mph C.
American Institute of Timber Consiruction Wind Importance Factor: I = 1.0 Building Risk Category: 11
Wind Exposure: B It-ma' 14C-14'&W0V 7,17401J_ C 0-0 IZOO�V410 CP 6:;"4:!F5/A- C:
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2. Live Loads: Enclosure: Enclosed Building
Roof 20 psf sure Coefficient GCpi 18 or 18 co
Internal Pres
NE 40 psf '0;1�
LINKSIDE DR Floor 40 psf Wind Pressure to Components / Claddings (Mean Roof Height up to 30') IVa,g 'e&*rAA00'
\N (IMPROVED) Stair End Zone = 6' &F,-V 7*- 1AA& 64/,e
5 0' R -lt,3
Zone Effective wind area(sf) Wind loads(psf)
5
50-00' 10 3. Wind Loads: Positive Suction .641sg"?<6-"'eee:syco S412e?zV-r 4/61
P1. 0 See Wind Load Notes
I FOUND 1/2" Interior 10 +30.4 -33.0 4:IA��S;`VoFgr A'
- ------ IRON ROD 20 -�29.0 -31.6 2�
C) ND 1/2" NO I.
01 0 0 4. Allowable Soil Bearing: 2500 psf 50 +27.2 -29.8
to -.7 .0 eC�<lf I-A" A-067 40"
'I IRON ROD 100 +25.9 -28.4 X 44
S83-42 .
q- oJ0 NO I Q 0.51E I-4F
,_b 5. Soil Compaction:
7.5' j.E.A.E. Ln End Zone 10 +30.4 -40.7
0
2" t'a 0 . .,-1
FOUND Cn Soil under slab on grade and foundation shall be compacted to 95% 20 +29.0 -38.0
0)
IRON ROD CONC.,
i1a modified proctor max. dry density (ASTM D-1557). Contractor shall
NO I.D. -i - 50 +27.2 -34.3
D oo
14. submit density test report to Owner or Engineer. 100 +25.9 -31.6
0 44
FOUND 1/219 202, 0 Note:
17� IRON ROD % LOT 27
25-00 3,7.0 rn 6. Materials: AWS Design Pressure Ultimate Pressure x 0.6 or Divide withl.6
7- Nd I.D
�,Q Cn Concrete (Normal weight-28 days) 3000 psi
X :6 Ln Ledger Detail At Overfrarning Rafters
q Ln LOT 28 WOOD Reinforcing Bar ASTM A615,
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0 BUILDING elded Wire Fabric ASTM Al 8�
;�o rn .2-\,N ASTM A36
#1356 Anchor Bolts FLASHING DETAILS Asphalt Shingles
jp- a
C)._b. rn Welds AWS E70 or E60
BRICK
0 71 7' #2 SYP t 0
0 0 in Wood Member for Beams & Posts
C: 0 1
93 iR SET 1/2 For Studs #2 SPF or better P(cw
0 14 9"
0 00.00 . �j i,) PON ROD Microllam 1.9 E
4 '00 .6 .0 '-:j LB# 7893 'jp
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F ND 1/2" alley centerlin'e
Onderlayment
rn 25-00 IR N ROD 7. Concrete:
LOT 29
NO I-D- Valley centedine PC
All concrete to be designed as per AC 318 latest edition. PC
> W 6
Footings 3000 psi = 4
No fasteners within
36"wide roll roofing Chalk lines diverge Valley flashing pt
Slab on grade 3000 psi 6"of centerline
P"R ;t
(50 lb. or heavier) 1/8" per foot
All others 3000 psi 4:5r.4
Splices in reinforcing where permitted: 66 PC
..........
Concrete 50 bar diameter '7 a
.......................
............... It
V,eA71-e-,qe_ A-A&ZeS- Extra fastener in
.......... o 8
...... 12" top lap
Masonry 48 bar diameter
end of shingle
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Unless shown on drawings, minimum concrete cover for reinforcing: Asphalt plastic
it Underlayment
SURVEY NOTES Cast against earth 3 Extend end shingle at cement t4�
Clipped corner
....... . ......Z-*------'---'--- .......
least 12" beyond
.5' J.E.A.E. ON NORTH SIDE OF LOT
-CONCRETE DRIVE CROSSING INTO 7.
Slab on grade centered
-THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY valley centerline
asTIC
-J.E.A.E. DENOTES JACKSONVILLE ELECTRIC AUTHORITY EASEMENT
Exposed to earth or weather:
Asphalt pi
2 ...... Clipped
#6 thru #11 bars :...........
corner .. ....
cement
PAGE 2 OF 2 PAGES #5 bars & smaller 11/2 A911,6
LB#7893
VEY All reinforcing shall be held securely in )osition with-standard accessories in
BOUNDARY SUR
ON
........................
conformance with ACI 315 during pic-cement of concrete. --- ------ ---
...........
........ ......
8. Timber: ................
TARGET
-------------
SURVEYORS CERTIFICA All wood framing shall be fabricated anc installed as per AITC. and TPI and
....... ........
-XI
S UR VE YING,LL C National Desij n- Spe'cification'for Wo( d Cons truction.
HEREB Y CER 77FY THA T THIS SOUNDAR Y SURVEY
-�n
..... .......... ......
IS A TRUE A VD CORRECT REPRESENTA TION OF A ..... .
SURVEY PREPARED UNDER MY DIRECTION. Provide temporary top chord bracing un il roof sheathing is in place.
.........
... .... ..... .
6jALV. 1(16 A 1 14.5 /V/pc��
NOT VALID WITHOUTANAUTHENT1CATED ELECTRONIC 6A ni
STATE CW EAL, SERVING ALL FLORIDA COUNTIES All wood member exposed to weather s iall be pressure treated. . ......
Is,,7AIA T1,WCAND A UTHEN
77CA TED ELECTRONIC S
ORA RAISED EMBOSSED SEAL OND SIGNATURE
6250 N.MILITARY TRAIL,SUITE 102 Pre-engineered wood trusses shall comply with Truss Plat In' stit0te Standard
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WEST PALM BEACH,FL 33407
with proper dead, live and wind loads. Drawings shall be signed and sealed
PHONE (561)640-4800 9 314 End shingles trimmed to cnair, IME:
-4807 ...... and set in 3"width of cement
....... ....
STATEWIDE PHONE (800)226
(SIGNED)
FACSIMILE (061)640�0576 State of Florida.
by professional engineer registered in the
...........::::
. ........ 3-:
-0 ach rafter and truss.
STATEWIDE FACSIMILE (800)741 576 .........
EYOR AND MAPPER#2883 Provide hurricane clips at both ends of q . ..............
CL YVE 0.MCNEAL.PROFESSIONAL SURV
cting to wood members shall not be less
The number and size of nails conne -A
than those specified in.FBC 2010 Table 2304.9.1 Fastening Schedule.
#j# "'�[2" back 'P!2�lt Roofing Manu
Shingles trimme Courtesy of A� facturers Association(ARMA)
from valley centerline
Lot 28,SELVA UNKSIDE UNIT 1,according to tt?e Piat uvreof,as recorded in Plat Book 44,Pages 23 and 23A,of Ow PiAiv Rwm*of DUVAL CoWy F"a
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Commth*Number:120075 Panel 0408 Suffix H FAwd Zone.'X FW Work W712014
Valley Flashing Detail Valley Flashing Detail r-q 00
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Certified To: 00
SCOTT BANNWART;BEACHES TITLE SEVICES,LLQ WFG NATIONAL TITLE INSURANCE COMPANY;PACIFIC UNION FINANCIAL,uc,#s successors andlor assigns. =
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1356 LINKSIDE DRIVE
ATLANTIC BEACH,FL 32233
Survey Number 208335
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