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PAGE T OF THE PUBUC
IJ.(rJl ` RECORDS OF 57.Ld ell coUNTY, FLA.
_ REVISIONS
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II Fi` 1 SURVEYOR'S CERTIFICATE ABACUS LTS LAN.,
'i- ,� {�~ ALL NOTES AND TRUE AND ACCURATE,
E,SUBJEBY CERTIFY TO THE BEST OF MY ECT
THAT
PORT9ST,S.E.CAS
[ SURVEYORS, INC.
J° UCS A TMS OTES A!S TRUE AND ACCURATE,SUBJECT TOALORJDPPA AVE.
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MICHAEL R.LAWS•/A ON pS15723 DATE F.S. Gam(.'.. PAGE
coNTRAcroR:East West Aluminum WM SPEED AND EXPOSURE HAVE
DESIGNCUM111A:. BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCELS WEBSITE P,.•"' ���
1.The
Coder.Aeevlatioe.,e.s Standards AND GOOGLE EARTH. �`G••
1.The 2010 Florida Building Code.specifically Chapla 16 StruGivalDedgv, p`rQt�+;,•�
Chapter 20 Aluminum,and Chapter 23 Wood. `C h °.! o
2.AA ASM 35 and Specifications forAluminem Sbacaues,Pen 1-Aaftbe 3 =
Alumina DesignMuvual prepmed by The Ah-ire-Association,Inv.
Wmbinglon,D.C..2005 Editi- �'•,j z 4
3.ASCE 7.10.
i�J�'• n,7
Word Laad i�.(Sj•...........
1. ing Oc npl.ry agr
Cotegany,Pmeph 16043 end Table 16M-5:
Risk ,/err/I I i I P�O
2.Basic Wind Speed Table 1609C.StateofF].d&Debris Region At Basic } w-rte vrtoremorutseu
Wind Speed,Pamgnph 16093.1 and Table 16093.1 Egainleot Basic Wmd
Spee3Vmr-150 MPH.Vaca-116 MPH w
3.Exposure Category Patag aph 1609.43:Expo C w
4.Balding Category for Aluminum Swmves,Paegraph2002.6: Z tri
HeMin¢Cate¢on 1-Senor Room:Nov-Habimb4 Uveovditlaved p 0: ggg
Ravedart�Dn m w l7
Eaislm¢ to No odditiovalrovente faotm¢orsiabBrt4ulndm b Q
resit,,be loadsImoored vvovaheealalne fhb br the omoose4
ronslroction lithe sahtina slab b a mlelmvm a14-thlrk end In smmd
rovditlay.frte from eruemnl eneklna aa0fe¢,oratherdehrianeov, w !4 Zm a
Roof p W a g
I.R-f Type.EXISTING a
2 fM R- unia]: IST
EXING.
M3
Sveetfreetiena r-t• r-t• ¢
The following specifications ma applicable to Ihiapmjert
1.All work,hall be in ac=d=m with the Haida Building Code,2010
Edition,and any other applicable loaf codes and g"—.
2.Theminimum wall thickas,eofaluminum mmml-s[hell be in acaNanca
eI I I
with the Florida Building Code,2010 Edition and the 2005 edition oftlee
Alueslmm A,socia0on Manuel.bntnot less thaa0.040 inrLc. pp
3.Alumim-corns cw ehnll be 6005 T5 Alloy.Due to quality c-trol fares, d
so,mmufectuaersubstitution is acceptable without the specific writlm• b R 4 vvrnvnp— m C b Q l7
signed and solea eutharimtion orSune esl Aluminum F gmeesmg LIC.
4.Scream Matmiel:Design based-19114 or 2020 B—View.Ary fl- I I I cal W 3
rmteriel muRbe ppm-d.
eppm {I. I} {I Qp u'
S.Fastevmam rpirtmv
dto be SAEGeade5nrbetarplated. UZ �E•
6.ADSeifMding Beam Seetiomammbesdtdedwith6tha®14screna6" .F—r-r—f I I I 41 r r—� Z V.
fr®�ods and 24"emtamcamtmmMl2 varew96°from end and 12" ��w-r w � g
nemn .
7.Whb maere c-aete specificatiana era tequked,-hems mthe saeam andosoe
scope must•by one mmata regulatory agency.the following speeificati-s
aro applicable
a.C-arete shall—f—to ASTM CM forth.fo0owinge®-re
pts: R
1.Ponland CesaamtType 1;ASTM C 150 C
)i.Aggregates-Large Aggtegme 3/4"amt-ASTM C 33
iiL pit emmunvg-1-1%-ASTM C 260 -
ir.Wmaredudgegeat-ASIMC494 p( ¢ esWt
v.Cl—Potabla-atm is C3 2 0
IL Oaccessories tveatpamiin E
b.Mehl isnshall cmt 13
f m: oc to
.Reinforcing Bare-ASTMA61l.gmde60 G
d.Welded wire fabric-ASTM A185 w
v Watermalumpm diahagedd mtlm thin 3"amore th-5". te•noourz DlP) Cr ~
Woo aeaded aIle botddng umtperica.C p mo 9 nj
Prepare and plea mnuUa per American Concrete lmtiNm Manuel 6,2 It on �
ofStavdmd Procure.Pmb1.2•md3in]olioghea—lbs T-t' r-s' TAT T� T
--dations, LDRAWN TP
e.Moist mese or polyethylene ming pe-Ibcd.
L Prior m plac ng mrumete.bnt the entim mbsurfnm ores f termites DATE DRAWN
mcosplienmwithlbeFBG .. 0427/15
g.Cesarean,shall be placed ossa polyethylene vapeabamer. REVISION
h.All alumm—rompmumts embedded witltiv e-arem shall be orated
with a bibemiaom paint or epoxy.
S.The minimum nominal thld—ofpmtecaorpanels 0.kpWes)shall be
Industry standard of 0.024 inches. a
9.AllBsshivg mrd wvathapmaf esball bepmvidW by me contr,ctor.
10. Dom locoti-doll be determined by coencominthe field n_�
11. Usaafthem plans odm—],dg.and accepts a l'mitafliability rem At
e,esed designandengiuctiogi.
ALUADNUM MEMBERS DIMENSIONS •.
f+razazE%TRuoeo * ��•
ROUAw SeC110Nb ANOLB eSSlxsAtLOYFA ''GQ.•..•.••
203:rxr 0.016• 6OE '•.btu
]a]:r:rio.GSB•
2x4
:r, O.G50- = 0.4
2 a5:r.5-a 0.050• PRGNT
O.NBACHSECTIONS
Ix]:1-x1•%0.010• ® w.lc¢1lE W�7
l a]:1•i1-i0.0dr YarOJI.BA8EPIATE-lYP SCREOW�GOHORG—C �7.,\•,•
SNAPS oN$ Ft aTYA0o 8GREV9 � �i�Sl•'• �
102 smx 2•zl•aG.ar m+zac •••.
3%7 S.W.3-a rx 0.050• SRI FAfOlOf0J0�� oGis E�FDice 0F�9AeTO0N
1x4S+N rz1•a0.01S q.'.'.
SELPMATDVG
ISM SIDE VIEW•• s<AL
1i45MB:3'x IS O.ON-%0.100• I CC
2 i5SMB: 0.030-%0.100- I171TOIAlNRU BOLTMNYIDCN
2 i6 SMB:1-%6-x0050•:0.120• JAN NM•W IIEGOF NYLOC%1N1 W
217 SMB:ri TxQO5Tx0.120' IOia OUGOXCRETE NM.LNeNMaITAFAunCIO Z W
2 i B SMB:2-%ra0.0T1•z 0.124' NAY SE USED -
6CREWMCxOM 1MPfR1TO COMAOT•DONOT 47 m' C
2i9SMB:rz9•i00Trx0.121• Fl1MCONC.ENBFJ)I OVERIIGMEN f•ar6ECIbN W
2a IOSMB:ra10•a O.O r.0 r t7
MINIMUM PASI'ENFR EDOEDISTANC6:IX 1.-00, � "•
MINIMUM PIN0
ASTEIhRSPAC :211• mtTeaOue. .
+•ar SA8e P1ATEM(:NOREOTO 1N'OIAt TCONf lE Z
CONCRETE SCREW ANCHOR:
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FRONT VIEW EZI3TWOH05T a
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rar a¢11SALIatMGIEW I SffNIBER TP
141 nd a yd•sus en0 UPRrirt
t•.r DATE DRAWN
UPRGM SNAPORSEIF4tATWOSEJGS 04127/15
orar REVISION
&2 POST TO HEADER DETAIL �PURLIN OR GIRT TO BEAM OR POST DETAIL OR GIRT TO BEAM OR POST DETAIL /C-1'\l%2 TO HOST STRUCTURE DETAIL a
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PROJECrADDRESS: &NCO ASTALUMINUM PROFESSIONAL ENGINEER • : {
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