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-- :_ ,Aft•. ° AINU LCA GENERAL STRUCTURAL NOTES
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`—"-- tx10E IR01l10A StMLpMO CCDL ZOt 1 Codes- Florida Building Code 2010 Supplements, American Concrete
2- �- - - - --- - AND ASCE-7-10 Institute, American Institute of Steel Construction and American
=- ULTIMATE DEM YAND SPEED Wt : 130 MPH Welding Society.
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( VND 111PORTANCE FACTOR: 1 = 1.0 81.111.DMG RISK CATEOW. A
IMM) EXPOSURE C 2. Live Loads
Roof: 20 psf
L. ...; Second Floor,
40 psf
MIPRESSURE COEftUff: aCpl + .18 OR - .18 Deck
ERNAL 40 psf
Starr
{ 1V PRESSILIRE TO COMPONENTS AND CL#MM 40 psf
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END d Loads:
ZONE 1
6.0'
See Wind Load Notes
WALL ZONE AREAS
(SF) NO LOADS ( PSF �
4. Allowable Soil Bearing
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I � r8lTIVE SUCTION 2500 psf
j INTERIOR 10 + 41.3 - 44.7 0 Q
20 + 39•3 - 428 5 Soil Cbmpaction. �t9
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,...,... -_.._�.. .. 50 + 37.1 - 4Q5
Soil under slab on grade and foundation shall be compacted to 95% low
_ 100 + 35.1 - 38,6 mddified proctor max dry density (AST-M D-1557).
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.. END ZONE _
56.0 ) 000
20 + 39.3 512 6. Materials. UJ+ 41.3
N
� xb " - - - '� + 37.1 48.6 Concrete (Normal weight-28 days) 3000 si
i' ; '2x 1*¢ jJ K-_- -- -- I � �jf,, �dL �,� 100 + 35.1 --- 42.8 Reinforcing Bar p •
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+: 0
NOTE An ASTM A615, Gr 60
J 1I AVMS DESIGN PRESSURE = ULTIMATE X 0,6 OR DIMDE I M 1.6
P. "� `l� S% Weldor Bolts ASTM A307 or A36
C
17T �l ST �� F._.... I s
k t mesoN J tit 5rr V.` V1J ! Wood member f AWS E70 or E60
1 S -•- •- _._.._ , or Beams & Posts #2 SYP Q
For Studs #2 SPF or better
40 .0 ' R . O.�`� . 120 Patallam (Treated) 2
1 1 130 OE �
_ �[ f �(} <���a.��� 10 120 7 Concrete.
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_ All concrete to be designed as per ACI 318 latest edition >0
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irrei
,aAlt�. w wA% , Footings -
`'ti tad• Flow 4 3000 psi CC > C�
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Slab_. b _
.__ on grade
g W
300o psi
All others = z y Q
_ Q ' ✓1► , m, 140 3000 psi s
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01Z1 tl ��� 140 i,%- Splices in reinforcing where permitted
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_..._.._..,_...,..._.._.,..,,..... .,.•—,_...--........ 150 � � �
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Masonryto 50 bar diameter � Y
! 48 bar �-
�4 150 Unless shown n drawings, minimum concrete cover forereinforcin
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Cast aga arth
t,� against a 3„ > N
I �✓ 1a8 �• Slab on grade centered � '
• DRIVE
,.,.r, .� � Exposed to earth or weather:
oww ��
` ' ; �, 160 #6 thru #11 bars 2°
rata! 15@ All ars & smaller 11/2„
#5 b
t
1 i t �« reinforcing shall be held securely in position with standard accessories in
1 1 Values are na�3nal design 3-second gust g
--- ---- - - - mane 1315 during placement of concrete
wind speeds in miles per hour <•/5) at 33 , _ conformance with AC
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170
�, - ' r ,. '� ._ g , '• .....� ft.(2� above ground for Exposure t .cat- ;
p, 'n
may, x�
' I 16@ "*
� � J � °` ` ' •a j, . % , �� rnt ea� �latlon between cont � ( ,
2. Linter a ms's -
i is pe $
3. islands and coastal areas outside the ,� . Timber:
{ last contour shill use the last wind speed 170 �« ""'' All wood framing shall be fabricated and installed as per AITC and TPI and
National Design Specification
centaur of the coastal area_
r in ocean -•- 9 for Wood Construction,
inaua ter a �'b+a .
4. Mount's �
i an Provide r ,
wsnd re �.. ovid temporary sal regions e e
s ora
and top ch
, nt p� p or
r d bracing ac
smell be examined for u��. wine condi- � -- 180 rY p g until roof sheathing is m place
r - tion180
b All wood member exposed to weather shall be pressure treated.
Pre-engineered wood trusses shall comply with Truss Plat Institute Standard
Wind speeds correspond to aPW�inateYy i$ tri g
_. y with proper dead live I
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I a �x probability of exceedence in 5e ears pr p e and wind loads. Drawings shall be signed and sealed
_ . __ An�wai Exceedance Probability = 8.M43,
i , - WX X �) by professional engineer registered in the State of Florida.
Provide hurricane clips at both ends of each rafter and truss
*-Ole The nUMber and size of nails connecting to wood members shall not b I `
<' , ` a , d than those specified In F�BC 2010
e less r.�
9. All wood members exposed shall be treated and all Simpson connectors
�t .__ - t,,.� '- , ' >- shalt be of-dip
--� h galvanized or stainless steel and all screws or nails
f--, FIGURE 1sosA shall be galvanized or stainless steel.
IS__.J' 1/�-M�! UL711YIATE DESIGN WIND SPEEbS,Valve FOR RISK CATEGORY II BUILUI SAND OTHER STRUCTURES --_......__ _..___. _
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