HomeMy WebLinkAboutEngineering ELITE PANEL SPAN TABLE1- Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.024 x I LB EPS PANELS X x 0,032 x 1 - LB, EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB CPS PANELS DO KIM
(ALLOWABLE CLEAR SPAN CHARTS) .(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES.LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE !ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD (PSO L/80 L/120 L/180 L/240 :LOAD (PSF)' _L/80 L/120 L/180 I L/240 LOAD (PSF)' -D-8-0-1-L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 ENGINEERS
-IT-6-
10 16.17 15.76 1543 1430 10 17.50 17.50 U&91 15.96 10 19,33 IB.95 18.31 .6 10 20.11 2043 14.42 18.81
T3 44 F3 44 _ -75- --r-
20 1222 10.35 20 1664 796 14.06 12.16 20 18AL 17.66 16.5a 506 20 19.02 19.81 0.58 16.35
30 10.78 10.78 9.41 6.60 -T-30 15.17 14.06 11.21 8.36 GO I"D F6_36 14AI 12,46 30 17.93 17.58 15.73 1189 Po BOX 10039
45 922 9.22 6.60 2.83 1 40 13,69 12.16 8.36 15.49 1546 12.46 7.26 SO
40 16.83 16.35 13.59 11.43 1 Tamp,,Fl.33679
50 8.17 S.L73.79 77750 1222 10dE6 .51 0.76 so 14.18 13.76 10.51 15.74 1512 1e,05 8.97 Tel:(813)$57-0955
60 7.40 6.39 0.98 60 10,75 U.3r 2f6 - 60 12.87_ 12,46 8.57 14A4 13.99 10.21 6,52
1 - 1p 66 8.36 1,06
70 6.81 4.51 - 70 927 6.46 70 11.57 11.16 &62 13.5,j RmjDatal DeScliption
80 - 6.33 2.64 so 4Z6 1EL26 `97es 4.67 I2.46 11.43
APPRI0 DUCT
I
4' x 0,024 x I - LB EPS PANELS '4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 LE EPS PANELS ISSUE
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
ISSUED FOR 7010 M
NET MAX. ALLOWABLE SPAN (FT) I NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) PRODUCTAMPRWAL
ALLOWABLE ALLOWABLEtALLOWABLE ALLOWABLE Sew
&n, EPROD CT
LOAD (PSF)' 1./80 L/120 L/180 L/240 1LOADPSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 "PROVal.
10 19.00 19.00 17.17 16.53 t 1 to 20.50 20,50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.1J _2417 24.17 24.17
20 15.01 15.01 15,01 13.95 20 19.61 19.24 17.49 15.74 20 --TO_77 --TO 7-7 19.86 18.76 20 23.64 23.64 23.41 23.11 11�1
30 12.50 1250 12.50 11.38 j 30 18417 17,49 1{.87 12.24 30 -F975-7 _T9_57 18.21 30 22,57 2257 21.90
40 30.97 10.97 10.97 8.80 1 40 16.72 1574 12.24 8674 40 18.36 2ew36 16.55 14.34 40 21.51 21.51 20.39 18.91
50 9.92 9.92 9.44 6.2E 50 15-28 13.99 9.62 MaS 50 17.16 17.16 14.89 '3 50 F0_45 -70 4_5 10.83 16,00
so 9.13 9A3 7.51 3.64 lee. 740 L75 13.96 la96 _T3_24 60 l9all tTT?_--r?_37 in
L 0
71 0.52 11.52 5511 70 -------j2_,40 --it_58
_17" 1 1 10.49 k3B - l4o75 14.75 7�7 70 18.33 18.3 W of
80 8.02 8.02 3.64 80 IM95 8,74 1.75 50 17.16
13.55 13.53 4.93 5.51 so 17.26 17-E Z IL
0 <Z a.
c Z�',<
t-
6' x 0,024 x I - LB EPS PANELS 16' x 0.032 x 1 0 LE EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS cil E:in
M
(ALLOWABLE CLEAR SPAN CHARTS) 1��ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) aL U)co
0 >,m OZO
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NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0.9 U. M
ALLOWABLE i IALLOWABLE ALLOWABLE ALLOWABLE 0 0 al:D It.
LOAD (PSF)' 1._/_8_0_T_L/120 L/180 L/240 I'LOAD (PSF)' L/80 L/120 L/180 I L/240 LOAD (PSF)' -L-/-86-TL-/I20 L/180 L/240 LOAD (PSFY I L/80 I L/120 L/180 I L/240 r= E 0
:D - LU
10 83.00 21.24 21.47 20.85 1 10 24.00 24.00 2440 23.42 10 23,93 23.93 23.88 23.60 10 24.00 1 24.00 24.00 23,84 (.5 W
N - - T 21� I �2� 13,34 22R4
20 18.06 IBR6 1846 1806 20 2134 2121 EIRE eaze E!3.Fg :00- F103 ZE 46 20 0
L
,g 94 Ea��
94 E
30 _FS 13-_r5_13 M13 15.13 30 ealla 21.63 19AR 17.FE- 30 22.47 22.47 R218 21.33 Do 22.59 21.85 :3
40 2Z23 21.85 20,85
40 13.34 12L34 13,34 13.34 40 20,86 20.05 17.02 13,02 1 --H.-75 -11.75 �2133 4Q 22�23 < 0 0
50 21.53 21.53 ELIO 9116 <
so 111.91 62 50 EIRE 21.02
12.10 12.10 so 19,62 18.47 14.62 10. 0 4 R_ 201or- FOR ff N� 1 0 0
'.a
19 6 N I E0.36. 7 ct 0 LL
60 11.17 11.17 11.17 8.43 60 I"a 16.89 12.2? 7.42 2029 4 2020 40
<<
20"
0 20.29 2029
IlIZI '.7 to
- __ i 2 16.81 LU
70 10.44 10.44 1013 70 1 14 15�30 9RZ 42E 7-0 19.79 20,11 20.11 19AI 7,87
I .
so 9.85 qR3 a. .88
45 go 1*.91 13.72 7.42 1.02 19.84 1734 15.69 l9a40 19440 6 LU 0
GF-MRAL NOTES U_
SEAL JOINT WITH
1. Composite palnels 411:111 be Coll5tructed using type I li4alunilnurn kicin6s,t or 2I)CI'ASI*NIC-5j8c�.til)enterlm�itidl'l�S CONTINUOUS CAULKING iT
adhere to aluminum fincingsiith AsItIaTid Chemical 204)ISO grip.Fabrication to he by Mile panel products only in
nuordance with approved fabrication tactilocKORA"BY: D
0000 000000
2. 1,61c roorpaneig maintain it 1.111,1715(int)class'B*(m) ing and nrc NER-501 opprowd. ) 000000000 0( CHECKED BY; DYK
SCALE. SKO�
-1, 'chic specification has been designed d it 0000.0 OATF! WIS112
0I F.dilion(flIC),composite pancls comply with Chall(cil,1 Section 720,Chapter 8 Section 803.Class A interior finish.and
Chapter 26 Section 2603,All local building voile arnentimWills An)]bcadhemd Him,required. INTERLOCKING CROSS , IONAL 'y
ON
ITER
GU77ER 0
4. Tile designer shall dotertnine by accCilled enizincering pmIciiCe the n1lio%able loads flirsite specific load condilionq linclading DRIP CA ............
,21
to I t 4*MAX WIDTH INTERLOCKINGN AGENS
the allowable)oollstables anti Spans in this approval. SLOPE PANEL( /FT MIN SLOPE) %
3. Dellectioll limits anti allowable Spin ct rBC Including the 111,1117-1111 IVI IZ,this protitict sholl be it"ed 0 N.4W71EON Ki E..
o 0 0000C
5"o- C ;,,1:C,,;�:Ile
ill strottores,"not to be coOtidenxi living I(I I(I Unless bripact resisinoce in necordance to.the I I V117 10 000 0 CPS CORE ILD OR 2LB FLA.R .NU 4
020 000
requirements arc Incl. 020,0�0200, 01
0. Safety factor fjf10 has been Il't.to det,0:11,HfIolvahlL loll",and'lling front fe"Ibig,in accord.oce to the(iuldelines I;". ALUMINUM BOTTOM 80� SSOCIAT_CW
0 Ali 26887
00
Aluminum Stroclore,;Pad I and,olilbnus to ill,!FOC'ChItliaer 16 and 20. FACINGS 0
.0'
7• Testing has been conducted inaccorthince to ASTkI T-.72-P5:Sirength Tem ofiltinels lot Building Ceostruciion. CLEAR SPAN(L)INSIDE TO INSIDE STATBroppa,FIL 3A;k4l
Oo(
0
.6
K Relcrence lest reports:Ill' 11-06-2066,112TI-oti-21W. ** 40RID•.0'
oo
ilili-2 11)7. 1987.IiE 11-06-1069,1 iE'11-06-20?1,1 IF-11-05-I V)4,I IETT-05-NI)1.1 11H.TI-06-2072. 00, ... ......
ENGINEER OF RECORD TO PROVIDE ADD THICKNESS OF o0c 6'M Z. % ....
'C S
I 1-04-2 0 74.Ili:111-05-19 I 111.11-0.5 11)S9,I I I!1�1-0.5-1903.11 ETI-05.19 R5.Ill-,1-1.0 5-I 99�,i WTI.()5- FOR ROOF CONNECTIONS L It L 0 C S
I IFTI-06-2073.I H4 WALL R TOTAL
0 0 1 OF P L 1 -25-15
Or
, .0,
JIA -MAX A
2 SUPPORTING STRUCTURE DETAIL By C P 00( (12
11111-05-1997.1 II;'rI-05-2037.1 fI;T 1-05-2029.11 IfIrTI-05-203().IIE 041jIITl'j.t)5-ZII48.II-_ri- THIS OR ANY OTHER ENGINEER. ME SPAN,, 0 c
W11-05-2042.
9. Uncar interpolation shall he allowl:4 for iFgums within ih tables Shown. Drawing No.-FL-100
10. fall herons sk+all be smskdentl Cquivalera fanbcains. EPS ROOF PANEL/SPAN DESCRIPTION
the
orthc III,,been,to"Ceed sho,"fizire aX ji-Iri orsile-specilic evighicering. SHEET I OF I
i
CONTRACTOR:Master Craft Alum"w��t -•.,
DESIGN CRITERIA„
Apalicabl.Coded Reeule0o.and Slavdprds ILE
pp'12re 5thEdition(2014j Florida Building Codaispee,fim!ly,Clmpkr l6Structum! �{�r}� }} {�y}�sDesign,Chaptv20Aluminum,andChapter23Woad. CONCEAtED�FASTEHE95 UR AI IACHMEM 2.AA ASM 35 and Specifications for Aluminum StrucnuesPert 1-A of the �'Aluminum DesignMual pry�Ea� sygtty� + u-O_:
W.hingmn,D,C.,2010Edition end the Guidem Aluminum Construction in high ARE IBG f1ENVI3t3�i Vr f0�' =a �C •• C ty,
wind asps 02010. fyty�g R OF p�1V1p11
3.ASCE 7-I0. istMMlRI�lIBltt�t LLttff•tD:LVi1M
Wind 1.ods
I.Building Ocoupancy,Category,paragraph 1604.5 and Table 1604.5: r�
RHk Cattaorx 1. /,�f! PO``�•
2.Bmic Wind Speed,Table 16090,Stam of Florida Debris Region&Basic Wind
Sped,Paragraph 1609.3.1 and Table 1609.3.I Equivalent Basic Wind Speed: PnOFUylil�t
3. Vm•T=150MPH.VASD=116 MPH _
4.Exposure Category
for
Aluminum
Structures.
EmomreB
S.Building Category for Alrbl.,Un onditu2g,Pamgmph 2002,6:Building Cateeory '( 2 -� g'_3 ❑
1-Cerpart:Nop•Habitable,Unconditioned :3X3XO
_X3XO.093 i 3X3X0,093 p U1RoofTvae OST -�- POST •c'
ui3.RoofType:MONOSLOPE 2X6SMB 2.RoofMateriei:3"a 48".OA24"wmp.lte anvil Elite 2000.I 0 density fon. EOOE$EAMFlorida Product Approval Number FL 7561-R3.Foundation Deshm 10 'V 3X48'X0,024' s Ea[sttoe eoneret.a1ab.No addttlovat cpncrets footlng pr slab i9 rcan,rd m ralst 1 1 i.0 DENSI'SY FOAMon
the loads Imposed upon the e:tetlne stab by the proposed c..trucaoa If fhe COMPOSITE PANEL..,.fluestabb amtu1mumof4"thick and in sound conditimr fret fromYi.structural cracidng,spatting,or other deterloration. W.093 2X6SMBT followin. A-� EDCtE BEAM 3X3XO.093
The following specifications ore ppplicabla to this project: OST POST
3.Ali work shall be in accordance with the 5th Edition(2014)Florida Building Cada
und any other applicable local codes and regulations. CJ
2.Aluminum exuusio.sZl be 6005 T5 Alloy.Due.qualitycontrol issues,no tutu
manufacturersubstitution is acceptable without the specific written,signed and $,-2.--d`' +�8,-2•
sealedauthodzationofSunmest Aluminum Engineering,LLC. 2g,-0a +Ff- --1`
3.Scree.Material:Design based on 18/14 or20tt0 Bcttea View.Any other motatfid Q
m.tbeapprovd, 'I,-O" 1`.-.0" �jt�. .�. 6 6
• 4.Fa;tens.ararequired to be corrosion rraisknt,minimum SAE C3md.2 or better Q $
zinc plated to ASTM B633,or coated stainless at=[series o300%or uncoated Z
ccn
S.ADSeifMeting Beam Sections pie to be stitched with either tJ14 snrows 6"from V
ends and 24"center to center or#12 screws 61 from ends and 121 center to center. H(9 1
6.Where concrete specifications me required,whether in the scre rn enclosure scope or
not,by one or mom regulatory agency,the following specifications are applicable: 2X3K.B,
a.Conaeta shell conform to ASTM C94 for the following coraponteft
i.Portland Cement Type 1;ASTM C 150iY (TYP)
ii.Aggregates-Large Aggregate 3!4"tame-ASTM C 33 1
Airentmhdng+/-1%-ASTMC260 00 [U�UO.093 3X3XO,O93 3X3XO.0933X3X0.093 3X3XO.093
v.Cle n otabie agent-ASTMC494 ST POST POST POST POST
x Clean Potable water �
vi. Other admixtures not permitted
b.Metal accessories shalt con gam,ta:
i.Reinforcing Bars-ASTM A615,grade 60 LL/
ii.Welded wire fabric-ASTMA185 A-E
e Concrete slump at discharge chute not less than 3"or more than 5".Water
added after batching is not pemtitted.
d.Prepare andpiace concrete per American Comm le Institute Moru al of (-
Standard Practice,Pans 1,2,and 3 including hot weather recommendations, G W Q U
.Moist cum or polyethylene casing permitted.
£Priorta placing concrete,treat the entlre subsurface area for termites in 7`-4' 7`-21' 7`-21' 7�-4" OOnLU
•cgi
compliance with the FBC.
g.Concrete shall be placed over a polyethylene vaporbarrier. O. fi
h.All aluminum components embedded within concrete shall be coated with a
flushing
and us weathatrooliny. tic)I y `"�t,�..1 DRAWN BY
7.All ft.hing and all be determine shell n provided by the contractor. c 1 I V.tic)4Tv, I)-i -,- AG
8.Door location sheat be determined by aantracior in the fetid � T.I,L C COUNTY IRMI)i C nTVISION
9.Use of these plans acknowledges and accepts a limit of liability not to arced design R i:�
and anginecring fee. `iF{;L•i1 FOR CO.*; L.3\CE DATE DRAWN
i -
REVILWE B 12/21/16
DATE REVISION
PLAINS AND VERAJIT MUST BE KEPT ON JOB
-W-
OR NO LNSPEC•TION 1VILL BE hL&DE.
MUM.
A-1
ALUMINUM MEMBERS DIMENf—NS �• 1) l I I I!r 1//,1.
HOLLOW SECTIONS �"���'V/�
2x2:2"x2"x0.046"
2x3:2"x 3"x 0.050" COPY
2x4:2"x4"x0.050" pt p', N.� Q2 x5:2"x5"x0.050" ') 9 _ ;Z �.W o• J
OPENBACKSECD:ONS (NEOPRENE FACED 014 x 4 718'SMS —D_, N ~ �•Q
1x2:1"z2"x0.040" WASHER EA PANEL i(n�• N�;Q
I x3:1"x 3"x 0.045" G
ZNAPCZ[ONS x0.045 I I �^•'�F-'iT{'�' N �. �J ii/(� .... l���\
2 x 3 Snap:2"x 3"x 0.050" 1 I i• w •'.,h•Y+''i h'"r •'>`�p ��/ 1p 1[�
2 x 4 Snap:2"x4"x0.045" I IPROE L
3•x3"Y O.O6R /) 1
Posr I I �'d�,L4k�
SELF MATO4G(SiMe) I I
2 x 4 SMB:2"x 4"x 0.044"x O.IGD" I 3'COMP05RE PANEL
I
2 x5 SMB:2"x5"x0.050"x0.100 I 3•x0.082•ALUM
2 x 6 SMB:2"x 6"x 0.050"x 0.120" RECEIVING CHANNEL
I C3
2WrN10x3l4'TOPAND (3)3VOLA
ui2x7SMB:2"x7"x0.057x0.14BOTOMA6ENDCAP THRU BOLTS
2xSSME:2"x8"x0.072"x0.12xSxIxU Ld a
2x9SMB:2x9"x0,072"x0.124" EACH DEOFUPRIGHT
0
2 x 10 SMB:2'%10"x0.092"x0.398" i i W/(1)318"DIA It 3CONCRETE 2'xe"SM8 1' d
ANCHORS INTO CONCRETE Ly l3 Z
MINB6JM FASTENER EDGE DISTANCE:l2'
AN (2)are^x 4'THRU BOLTS 3333
MII4IMUM FASTENER SPACING:3/4' Tx3'Y 0.033" O 0 4L L
POST G
CONCRETE SCREW ANCHOR: W o:
o r '•'a
SIMPSON TITEN FID OR EQUIVALENT ,
SHEET METALSCREWS(SMS): _ •i:' z3 7
11'VI'/BUB.DEX OR EQUNALENT W d �d
C
S COMPOSITE ROOF TO POST CONNECTION
A-2 SCALE:NTS j
B 3"x 3"POST TO DECK CONNECTION DETAILS J M
A-2 SCALE:HIS
aZ
0 Z ��
Ell h.
_ 3'COMP ROOF PANEL SELI,4MATIN BEAM Z(7
W � 3C
111-11
' "o-�'.•".>����'cl' s ^ �
a
SHING
• I
1r a
3-COMPOSITE
ROOF PANEL I L
W
a.
O W
(4)014x47/8'SMSWI ////'I 1 V Ui
NEOPRENE FACED EXISTING,
WASHER E0.PANEL
SU LOIN
2•x3'x 0.050' uI
KNEE BRACE \--UPRIGHT a'O0 Q d
(3)318'DW F
THRU BOLTS G.�N LL LL
TxS'SMB
11ICx21rH'Y 11TtY DRAWN BY
O.OBY x Z'LONOALUM AG
3'x3"POST i RECEIVING CHANNEL Wr(3)
012 x 314'SMS EA FACE 6 DATE DRAWN
(a)012 x a/4•I.PosT
12/01/16
REVISION
S', COMP.ROOF TO POST A 4TH WALL DETAIL S-Z KNEE BRACE CONNECTION DETAIL
A-Z SCALE:NM A-2SCALE:NTB
SHEET NO:
. A-2