375 4th St. - Pergula Site Plan REVISiONB BY
General Structural Notes: -NOTC
Al"PS NS Design Pressure=Ultimate Pressure x 0.6 or Divide with 1.6
1, Codes: 4. IUtavvabie Soli Bearing: 2500 psf I
LOT 27,sLOCK 6 Florida Building Code 2014,American Concrete Institute, 6m s od 'Comrsaotion:
American Institute of Timber Construction. Sal ur�.ier slab on gr! a and foundation shah be compacted to 95%
r�a3.26�o3-E
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DECK 1.5 N' 25.00 PIAT SET.`i RFF. ' „ Uve ids,; mod�drf proctor max dry density(ASTM D-1557).Contractor shall
DECK t.5'N Root 20 psf submit density test re ort to Owner or Engineer.
'rr1CFFEFICE o.o' si. Materials:
E _ S. Wind Load Notes:
- o Concrete(normal we ght-28 days) 3000 psi
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GAZEBO\ scop Codes:Florida Building Code 2014 and ASCE-7-10 Reinfotping bar ASTM A615
DECK Welded Wire Fabric ASTM A185
Ultimate Design Wind Speed: 130 mph Anchdf Bolts ASTM A36
17.0 Wind Importance Factor. 1=1.0 Building Cat 11 Welds AWS E70 or E60
7.5� g ���
\ Wood Members for beams�Posts (#2 SYP)
NNWind Exposure: C Wood Members for uds (#2 SYP or better) �
Uzi Microltern 1.9E
W u2 LOT 28 \ 6,WOc�o Enclosure: Enclosed Building 7• oviQrete:
I
o 1 i.s \\ Internal Pressure Coefficient GCpi» +.18 or -.18 All coii6rete to be de•igned as per ACI 318 Latest Edition.
O z FdOtings 3000 psi
0 0 Wind Pressure to Components!Claddings(Mean Roof Height 25') S1a on Grade 3000 psi
LOT 30,BLOCK 6 M ~ \ g - S lice's in Others nforcin where 3QQ0 psi
a \ g permuted:
5 MD �� LOT 26,BLOCK s End ZOn@-8 p Cogcrete 50 bar diameter
z� \ Zone Effective wind area(sf) Wind ioads(psf� Mssonry 48 bar diameter n a
Unless shown on drabrings,minimum conc.cover for reinforcing: $o
Ca3t against ea W eE
SCREE GAR. 7.5 Positive Suction On radeCenteredW w 3
voRr
Interior 10 +41.0 -44.5 Siad 9 A o a WIL
\ A.c. 20 +39.1 -42.6 F osed to earth or weather m_ H
50 +36.7 -40.2 #6 thru#11 bars 2" (-1 a _
7.6 a.4 ; . #5 bars. &smaller 1 1/2", O 1 N 0 -
100 +34.9 -38.3
End Zone 10 +41.0 -54.9
0 0' 0.0' All reiril`orcingshali be held securely in position with standard Gy x F a
0 W 20 +39.1 -51.3 co
accessories in accordance with ACI 315 during placement of concrete. y M
2a 50 +36.7 -46.3 B. Timin�r;
0 _
PAVERS ,O > 100 t34.9 -42.6 All worm framing shah be fabricated and Installed as per AITC& v
w w U TPI&National Des kgn Specification for Wood Construction. Z N
Provide"temporary to chord bracing until roof sheathing is in place.
675' Q All wood members a dosed to weather shall be pressure treated.
H.
0.1'w 'W Pre-engineered wood�#russes shalt comply with Truss Plat Institute
Standard with pro er dead,live and wind loads.Drawings shall be I
S83°26 o3"W signed and sealed by professional engineer registered in the
25.0o PLAT Stat#of Florida. LJ
Providd hurricane clip at both ends of each rafter and truss.
FOURTH STREET The nUrpber and size of nails connecting to wood members shall not be 1 Q
(40' R1W) less than those s cified in FBC 2010 Table 2304.9.1 Fastening
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REVI1WED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
11 . . 61 II i II REQUIREMENTS AND CONDITIONS
--- - z REVIEWED BY.- DATE:• l {c�(? ``6 OF AN�ETs
REVISIONS BY �
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Genera! Structural Notes" NOTES Design Pi essure=Ultimate Pressure x 0.6 or Divide with 1.6
I., Codess 4. Ails-eable ! Bearing: 2500 psf
LOT 27,BLOCK s Florida Building Code 2014,American Concrete institute, 6, Soil! Comp>ataion:
American institute of Timber Construction. Sal upllLier slab oon`�g'r�I a and foundation shall be compacted to 95% i
N83Q28'03"E REF. it. [tJve Loads: mod�ed proctor max dry density(ASTM D-1557).Contractor shall
DECK 1.5 h 25.00 PIAT SET a E .
DECK 1.5'N Root 20 psi submiN density test re to Owner or Engineer.
FENCE iZt �\ FENCE 0.0' B. iUiAt�Pials:
S. Wind Load Notes: Concrete(normal we ght-28 days) 3000 psi
Reinfctpin9 bar ASTM A615 ,
Codes:Florida Building Code 2014 and ASCE-7-10
GAZEBO MOD Welded Wire Fabric ASTM A185
DECK Ultimate Design Wind 130 mph Anchof Bolts. ASTM A36
A Speed: p Welds AWS E70 or E60
off \ „0 7 5\ Wind Importance Factor. !=1.0 Building Category: 11 �yood Members for beams&Posts (#2 SYP)
Wind Exposure: C yy�tAembers for s uds (#2 SYP or better)
W
\ N Microltem 1.9E
W 1I2 Lor 28 Enclosure: Enclosed Building 7. Col�i�rete:
/ 6'W00D
BLOCK s o U.W a (� �} All coilorete to be de igned as per ACI 318 Latest Edition.
Internal Pressure Coeffialent GCpi= +.18 or -.18
o a FdOtings 3000 psi
I
z Siab on Grade .3000 psi --
o o \ Wind Pressure to Components/Claddings(Mean Roof Height 25') Ali ethers 3000 psi
~ {�, Slices in reinforcing where permitted:
LOT 30,BLOCK s og. End Zone'8 p Concrete 50 bar diameter
SrRnr LOT 26,BLOCK s Masonry 48 bar diameter
z 4 Zone Effective wind area(sf) V%fmd loads(psQ V
Unless shown on drawings,minimum conc.cover for reinforcing: )�
SCREE _ 7.5 Positive Suction Ca3#against 3' W O W w
�g
PoRc GAR. Interior 10 +41.0 -44.5 Slab on grade Centered A o N m
Posed to earth or weather m� F'
20 +39.1 -42.6 #6 thru#11 bbars 2"
A.C. 50 +36.7 -40.2 O z N s
#5 bars &smaller 11/211,
7.6 8.4 w . 100 +34.9 -38.3O N
� > End Zone 10 +41A -54.9 All reififorcingshall be held securely in position with standard G`` 5 0 co
cc�a
o.o' 0.0' :o: 20 + 1 _51 3 accessories in accordance with ACI 315 during placement of concrete. 0 O
I I
w 50 +36.7 -46.3
G. Timltjars o h s
28 5c
!'AVERS Q 100 +34.9 -42.6 All woad framing shah be fabricated and installed as per AITC 8&
O TPI i National Design Specification for Wood Construction. z M
w w U
V s Provide"temporary toR chord bracing until roof sheathing is in place. 0101
J. `. All world members exposed to weather shall be pressure treated.
1, 675 ;w Pre-engineered wood�#russes shall comply with Truss Plat Institute0.
Standard with pro er dead,live and wind loads.Drawings shall be Q 4V
-" ` sigr"",ad and sealed by professional engineer registered in the
• � of Florida. ` 0
S83°28'03"W Stats
25_.00 PLAT Provide Jnurricane clips at both ends of each rafter and truss.
The nUMber and size of nails connecting to wood members shall not be Q
FOURTH STREET less than those s cified in FBC 2010 Table 2304.9.1 Fastening
(40'RIW) 11y Scriadule.
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- I C INSPECTION ! NO.
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REVI1WED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL •
I� l �I II 1 II REQUIREMENTS AND CONDITIONS
I A" 11 �
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REVIEWED BY. t DATE; `C`a o� � �=