2309 FIDDLERS LN - PAVER DRAWINGS C44 5
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REVISIONS BY
General Structural Notes. NQ7EQVS Design Pi jessure=Ultimate Pressure x 0.6 or Divide with 1.6
11■ Wdeen. 4. Alilo:l able 1 Bearirtgi 2500 psf
LOT 27,BLOCK s Florida Building Code 2014,American Concrete institute, Is. Sod compecokma
American Institute of Timber Construction. er slab on a and foundation shall be compacted to 95%
N83°28'03~1= Sal ung roctor maxd densi ASTM D-155 Contractor shall
DECK 1.5 N' 25.00 PLAT SCT`i REF. St. Liwa Loads: mod�eo P rY ty( �•
DECK 1.5'NROOF• psi 6submit density test re ort
�cNCE V to Owner or Engineer.
FENCE a.0' . Matdr�is:
ENE // v S. AInd Load Notes Concr#{e(normal we ht-28 days) 3000 psi
Codes:Florida Building Gods 2014 and ASCE-7-10 Reinfdfping bar ASTM A615
GAZE \ WOOD Welded Wire Fabric ASTM A1$5
DECK AnchdUltimate Design Wind Speed: 130 mph Weldd Botts AWS EASTM 7 or E60
0 2,r \ 17 0 5 Wind Importance Factor t=1.0 Building Category: 11 wOOd Members for berms&Posts (#2 SYP)
Wind Exposure: C
Wood Members fors uds (#2 SYP or better)
ME\ Microilam 1.9E
W 1r2 LOT 28 M �.\ Enclosure: Enclosed Building 7, Cont#rOte:
BLOCK 6 §* � � D'WOW
U.w a r rnp) All cot1erete to be d igned as per ACI 318 Latest Edition.
CO ` 1�s �� Internal Pressure Coefficient GCpl= +.18 or -.18
o i \ FdOtings 3000 psi
h z Slab on Grade 3000 psi --
NQ
o \ Wind Pressure to Components/Claddings(Mean Roof Height 25') All others 3000 psi
Splices in reinforcing where permitted:
y g End Zone=$ Concrete 50 bar diameter
LOT 30,BLOCK 6 ,j a
a TORAC \ LOT 26,BLOCK 6
a Zone Effective wind area(sf) Wind loads(psf) Ma§onry 48 bar diameter U
z� \ Unlese sin on dra)rings,minimum cone.cover for reinforcing:
SCREE 7.5 Positive Suction
Caet against ea 3" W ar
PoRc Slab on grade Centered A U'
r + °N g
AR. Interco 10 41.0 X44,5 osed to earth or weather Co �""
20 +39.1 -42.6 #6 thru#11 CP 2" N i
A.C.
'\N w 50 +36.7 -40.2 #5 bars &smaller 1 112"r r N U U
7.6 ' 8.4 w 100 +34.9 -38.3 orcin shalt b held secure in position with standard w x v I
End Zone 10 +41.0 -54.9 All remf. g r IY 5 o m a
0 0 w 20 +39.'1 -59.3 acce§sones to accordance with ACI 315 during placement of concrete. 2
` 50 +36.7 -4fi.3 8. Timib ort O o 5
28per C& ta �
PAVERS q 100 +34.9 -42.6 All wo6o framing shah be fabricated and installed as AIT pq c
Q > National Design Specification for Wood Construction. N•
O � TPI� ►g P� Z
w Provide temporary to} chord bracing until roof sheathing is in place. -4, _ ill o°
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All y ;�i members ex�osed to weather shall be pressure treated.
875' Q
a 1,w w Pre-engineered wood�trusses shah comply with Truss Plat Institute Q� AWE
Star"tdard with pro er dead,live and wind loads.Drawings shalt be Q
gunnn
sigrjed and sealed by professional engineer registered in the O D
S83'28'03"W Stat+ Of Florida.
25,00 PLAT Provide hurricane clip at both ends of each rafter and truss.
The ndfber and size of nails connecting to wood members shall not be
FOURTH STREET less than those specified in FBC 2010 Table 2304.9.1 Fastening
(40' RM) ii Scri@dule.
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OFFICE
COPY roe No.
\ REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL `
11 I Ii - Il l II Yea - REQUIREMENTS AND CONDITIONS
-- -- - REVIEWED BY: DATE: /`00- "b 0P e- OHEETO