715 (2) _ f
REVIISIONS BY
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�= ,-ri :� .._; -- .-___ VVI1�1>� L NOTES-
FL
STRUCTURAL IvoTEs
°IG lie 1. Codes: Florida Building 2010, American Concrete Institude, American
FL i 106.20,02 �3 0
4 �A)� F{ - 12� is CODES: FLORIDA BUILDING CODE 2010&INCE-7010
ao�t'rt�p�rsu,gv�r F��� l Institute of Steel Construction, and American Welding Society.
O(J`JAt
COUNTY
°V:-5' l '` '�,_� iaa iss xaFs
� Wil__ lse - aae F.�_. a•«._
syC; } - T 6 � ULTIMATE DESIGN WIND SPS VUf 1 MPH 2. Live Loads:
�-, CGhr- a 5 ° - -
N 35-2002'by 60.6 {?)80.2:''(M) ti, I '!C#3;`i t. I,
(13,K,Per Plat:) ` WIND IMPORTANCE F R 1=1.0 Roof: 20 psf
L-2 } t-r.r x ? tie_
ca��ssa e v=3.cotP) ;. � i, zR Floor:
4� d 40 psftAEFCf {
1,104-4401'f 02.35W)
s b5"2UO2"E W.65(?) fN .:.,- ENCLOSURE ENCLOSED BUILDING
a - ISO
2a. Dead Loads:
0 x
�Q n
L-4 _ .. � INTER PRESSURE COEFFICIENT GCpl: x-,18 OR -.18
csm 149 t Roof: 20
N 65°20'02"r'!�9_54V'VV) t y [JPF I STp?y ;nm ��.
Na .` �., a psf
'•.�T l t rY�7 r t't.r frd` -_ _ t`r�� 4 Fa�. 13.7' ------
00 a` 1�9 MIND PRESSURE TO CO NENTS&CLADDI END ZONE= 15'-t� 3• Wind Loads:l 40 psf h.,-
F
T See Wind Load Notes
3 '¢ `f 1 A a na Y,]M�4n:tom"' �` Y� WALL ZONE AA (SF) WINO (PSF) 84. SAllllo able Soil Bearing:
a,! t {';;"'' t p 170 g 2,500 psf -- --
•` k ON1,Ww gr.w d tx F.yvs e C cat r,w� �. pmffhm 9-� il Compaction: ' �h .'/Vt��,
a r..S
2. t>�s,r L�te�[�t,a :tv� w tW 159 •W - i 1C) +41.3 - 44.7 Soil under slab On ed t D
s�r.ttt . modified proctor rade and foundation p o ,
L-4v� L 39 tay pp r max. d density on shall be com ac o 95/ r
-
LOT,3, 3. [slr^•,•sN cwztal s vs t las uw '{'�g.� -4L.C7 t 4L
KG tD 0 .. int touotr shalt•szr case twat♦1M sceea Materials. )` (b O
e�.ta� tt�.stat re, �7a 37.1 -4C).5 p dry y (ASTM D-1557
LL
U j p nixiria+'t�altltiiFl
n,tiAttre �;at. �,
100 77.7 -sO•�
ENE)ZONE
Concrete (Norman weight-28 days) 3000 psi
10
"f'ft--- �a.t1_T i -. --,f �---_-eOy�F-. t+7 TFp='rM1S 5aSh.Pn4:ur?sFt oabta,basl.]aaat!_cow armct«.,oat,al Ittoy r-v;a+rarmastwast.ety o +41.3 -55.0 Reinforcing Bar ASTM A615
50 , Gr 60 <4 Fh 50 3 -61.2' Welded Wire Fabrictu+ ASTM A185�, T . - 6.0 Hollow Load Bearing CMU ASTM C90, GrN-1m 1CA +35.1 -42.8
a \` c✓ 1�,
-
_.
111
t Anchor Bolts ASTM A307 or A36 `K7Z�) °
Welds Z-
WH:tow �UL7nMTEX0.60H VVM 1A Q AWS E70 or E6t)
GO! F IGUREI50?At1LTit.IATEDESi0N',VINt}Se E.EDS,al„FOR RISK CATEGORY 11 MILDINGS AND OTHER STRUCTURES - Wood member for Beams & Posts #2 S d P � 0 �• ` ,� -
_ f
Wood iid7 Studs #2 SPF or better
NQ!Gn. CV U
Microllam 1.9E
Parallam PSL 2.0E
i
r r 7. Concrete:
All concrete to be designed as per ACI 318 latest edition
� �i Footings 000 psi
3 i
-- -- .�� �5 Slab on grade 3000 psi
All others 3000 psi
Splices in reinforcing where permitted:
Concrete 50 bar diameter
I ,�'` � ` r Masonry 48 bar diameter
Unless shown on drawings, minimum concrete cover reinforcing:
'A I, Cast against earth 311
Slab on grade centered
Exposed to earth or weather:
#6 thru #11 2"
c, ) l - #5 bars& Smaller 1-1/2't
T P All reinforcing shall be held securely in position with standard
� N�>�� i�)f��� 1;V' I_lr_l I+'�i<'�•�-'; wl. ,t= t accessories in conformance with ACI 315 during lacement of concrete.
8. Masonry.
Concrete Mason
` I ry Unit ASTM
{ ii Tp
S.
Mortar ASTM 0270, Type S
Grout ASTM C476vv,,f
# / ._.�________.______ If .-�r-.�- --�,- - � .��,_jF----•----•--_____•-_--_._-------- -- __.l_. _ �_�_ _____�-/ -f ` I -----�l:l__._._._ I# il! y, xs ftE ��j '� 'r All grout shall be shrinkage compensating pre-mixed type
consisting of nonmetallic aggregate with a minimum
compressive strength of 3,000 psi at 28 days. -
Masonry reinforcing: [ r' ' '-Nl\
..
s
l
I �
l , --- - Laps (Typical ) 48_bar_diameter
__._ � cal uvn
I E -= _ - - --- - - -
t lF - _ t ((;' l I f .` l F „> l = Horizdntal reinforcing
- i
A-951, 9C� min. a 4
adder type at 16 on center
-
-
�
Brick ties & masonry anchors ` Dur-O-Wall or approved equal
" I; Temporary shoring for all exterior masonry walls shall remain in lace and
# p
��� I connected eliminating cantilever actJon of the walls inti)final
,..
, connections are completed.
i - •s} r t �" Y:)2. ., � it ! �� �l s,f l t tt sl i. � � I � �.....:...
9. Timber, `
"1`v All wood framing shall be fabricated and installed as per AITC
`�,.' ;,f. . t and
b f > �fi , and National Specification for Wood Construction,
esign Sp onstruction.
;,l 4��11 �t6 i t,4 H It Provide t
� All emporary top chord bracing until roof sheeting is in place.
{'^ : tet f-� :° }�$�C3 wood' f members exposed to weather shall be pressure treated.
lsi ,�.'.»,�O ^' 14 Pre-engineered wood trusses shall coply with Truss Plat Institute I
ti Il i I Standard with proper dead, live, and wind loads. Drawings shall be
onal engineer re ises
y pro
e
g
sined and sealed by
erect in the State of Florida.
it I f, i I r,4-,15'r Provide hurricane clips at both ends of each rafter and truss.
It h p -
- t Tr The number and size of nails connecting to wood members shall not
I �" be
p g i,.iI' � t +_3 ' i t s i l' ° less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule.
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