HomeMy WebLinkAboutEngineering ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to,derive ultimate loads (psf).
3" x 0.024 x l - LB EPS PANELS 3" x 0.032 x 1 - LB EPS PANELS 3" x 0.024 x 2 - LB EPS PANELS 3" x_0.030 x 2 - LB EPS PANELS D❑ KI M
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) S ASSOCIATES.LLC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOVIABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
LOAD (PSF)I .L/80 .L/120 .L/180. L/.240 LOAD (PSF)' L/80 L/120 I L/180 I L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/BO L/120 I L/180 I L/240 ENGINEERS
10 16.1] 15,76. 15.03 1"30 10 17.50 17.50 1 16.91 15.96 10 19.33 18.95 15.31 11.66 IO 20.11 20.03 1 1942 1 18.81
'20 13.4,1 13,4,1 12.22 10.35 20 16.64 M5914.06 12.16 - 20 Is.11 17.66 16.36 15.06 20 19.02 I881 17.58 16.J5
30 10.78 1078 94i 6.50 30 15.17 11.21 8.36 30 1680 16.36 1447 12.46 30 1793 17.58 13.3 1J89 PO Box 10039
i0922 9.22 6.60 2.85a0 13.69 83640 15.49 1506 12.46 985 40 1683 16.35 13.89 11;13 Tampa,FL 33679
CO8.17 8,17 3.79 50 1222 55150 14.18 17.76 IOSI 7.26 50 IS.7a IS.l2 12.05 8.97 Tel:(8r3)807-9955
607A0 6.39 0.98 60 10.75 26660 12.87 12.46 8.57 1.67 60 1464 13.89 I0.21]D Set 4.51 70 9.2] - 76 II.O7 IL16 662 2.07 70 1355 126E 536 BO 6.33 2.64 80 7,00 80 ID.26 9.86 4.6] - 80 1245 11.47 6.52 1.60 al ISSUED FOR PRODUCT
- - '.. A PRo-
4' x 0.024 x 1 - LB EPS PANELS 4" x 0.032 x I - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS ISSUED FOR 2m7
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) � PROOUCTnPP80YAt
ISSUED fOq 70t0 FBC
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX ALLOWABLE SPAN (FT) PRODUCT APPROVAL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF-)' L/80 L/120 L/1813 L/240 LOAD (PSF)' 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 �' 4ou nPPRovn�ucr
10 13,00 19,00 17.17 16.53 10 20.50 20.50 1 20,11 19,24 10 21.97 21.97 1 21.52 20,97 10 24.17 24.17 VAT 24.17
20 15,01 15.01 1501 13.95 20 1961 19.24 1].49 15.14 20 2077. 20.77 1986. 18.76 20 2364 2364 23,41 2311 0
30 12,50 12.50 12.50 IL38 30 I8.17 I].45 14.87 1224 30 19.57 19.57 1821 16.55 30 22.57 22.57 21.90 2101
40 10.97 10.9] 1097 8.80 40 16.]2 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 .21.SI 2039 IS.91 J
50 992 9.92 9.44 622 50 152. 13.99 9.62 5,25 50 17.16 17.16 14.89 12.13 50 2045 20.45 [see 16,80
60 9.13 913 7.51 3.64 60 1384 12.24 7,DD 1.75 60 15.96 15.96 13,24 993 EO 1939 19.39 1737 14.70 J O
70 8.52 8.52 5.58 I.07 70 12.40 10.49 4.78 ]0 14?5 14.75 II.58 7.72 70 1633 I8.33 I5.86 12�59 W QC
80 802 8.02 3.64 - BO 10.95 8.74 1.T5 - BO 13.55 13.55 9.93 5.51 80 fi 26 17 c6 14.35 f049 ZQ Z t1
c3 axa
6" x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x l - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6" x 0.030 x 2 - LB EPS PANELS 2 a� ��j
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
2-00))-j 0 0
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) O O LL g 2 w
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U °,- 0 p c-
LOAD (PSF)1 L/80 L/120 L/I80 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 E r ID U Q w
10 2300 21.24 21.47 20.85 to 24.00 24.00 2400 23.42 10 23.93 23.93 23.88 2360 10 24.DO 2,100 1 24.00 23.8,t C T W O
20 1806 18.06 18.06 18.06 20 23.34 23.21 21.82 20.22 20 23.20 23.20 23.03 22.46 20 27.65 23.65 23.34 22.84 t-U O O Ou
Ou
30 15.13 15.13 15.13 15.13 30 22,10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.94 22 a4 22.59 21.85 j U?
40 I3.34 13.34 13.34 13.34 40 20.96 2005 17.02 13.82 40 21.75 2115 21.33 20.20 40 2223 22.23 21.85 20.85 4t O O
50 12.10 12.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 2102 20149 1907 50 2153 -c 1.53' 2110 1986 0),-11 00 Q-1(n
60 11,17 11.17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 2029 2029 1964 17,94 60 2082 2082 20,36 I8.8% =p() Q Q
70 IDA4 10.44 10.30 5.95 70 17.19 15.30 9.82 4.22 70 19.57 19,57 18.79 16-81 70 20.11 20.11 1961 1].87 LLI to (/) O
90 9.85 9A5 8.43 3.47 80 15.91 13,72 7A2 1.02 80 1 18.84 '18.84 17.94 15.68 80 19.40 19.40 18.87 1688 W O
J
1. u+rvwita>•ancis she{I'na nons'tnlcw•d usin+ty Tl.301)3-FI I54 aluminum facia•s.1 or 2 ITV AS'Tivi C-579 cal xancr brand fipS SEAL JOINT vMH
11 i { T CONi1N000S CAULKING 1\
Abl-rc to vioulinuln flcinBs with Ashland(1lcrnical 2020C)iS()grip.Fabrication to be by Mile panel produces only in ) U U U U U U U U U(- T
t ccoilla::r. wish nppl awed tsbriention methods. 0000 O O O O O O W DRAWN BY: OYK
2. T cili
ile tor;%aocls Inahlaill a UI.1715(int)class•H'(exl)rating and arc.NER•501 approved, ) O O O O O O O O O O ( d�' CHECKED BY: OYK
I 3 ibis spceatio�t leas been dcsignett and shaft be lubricated in accordancew•ilh the rcquireDlcnts ot'the Florida Building Code + SCALE: As sMowN
r" DATE'
I: tion(F13C).composite panels comply with Chapter 7 Section 7'_0.Chapter S Section x03.Class A interior finish,and BOI I OM FACINGS �
d
•1 Lr 26 Section•2601.All local building code 0lnendnicnts shall be adhered tons required. INTERLOCKING CROSS SECTION _GUTIE OPTIONAL J•�O. -
�f-I . d 111 iiel sneli-detemune by'accepted engineering pmclice'the'DllniNmble-loads ror.,ite specific-loadtt)nditit)ns(iiicitidii g DRIP CAP
1 la:d curabinatlons)using pile darn From die Allowable loads tables and spans in this approval. SLOPE I 4•MAX WIDTH INTERLOCKING O•••• 'CENSF••
PANEL(1/4•/FT MIN SLOPE)
•_il.^I:I1011 llllli:5 mitt allowtlb!c Spans have heen listed to meet FHC including the HVHZ..In 1'IVHZ.,.Lhis product Shall he used 6001.010 OS 0O 0`� ' J. 0' No,4W7,-E0N K E.
I !.I SIn1;;l U1�.9••I14) O O O O W+- 0 0 0 C FLA.REG.NUA 4
1 t to be considered living areas"per Section I616 r1nlm impact resistanCO ill accordance 1O the I'IVI IZ O O O O O z a EPS CORC ILB OR 2LB 0 O O O R
�R N O O O O O a wp 0 0 0 C
l ".(Iliil'•.:Il'e:its art`inei. ~ 02 O„O 0-0 O� O O O O
/ O O_O_C
�. Sal_•I)'Pavor ni'2.0 teal been use t0 develop allolvable loads and spans front testing in accordance to the Guidelines ror No ALUMINUM BOTTOM J O�V �r�, 0 N1 880CIAT(`VL
,1tiounum Structures Par.I and conrm'm4 to the F13C Chapter 16 and 20. I FACINGS 700° /`�•Y 'See,
10o0�W
` 'I.eti in(]III-,er,Coud!I et ed i n Ac cbrdarce en ASThf L•72-05:SimigtIt Test or Palle 16 fo l'HIM di 11g(Oil slru C l to lL Imo- CLEAR SPAN(L) INSIDE TO INSIDE OOC�-OH. ( STATE(OPOa.FL 3A
I fZ~,elcucetc.ileporls:iII'f1-05.1999.IHT1-O6.2104,111:11-06.2066.1IF11-06-2105.111',[1-O6.201)7,IITi•I'I-OS•1002,IiI_'r[• °°o°
t�•�'•.. C0R10••,.••
)6-2 1 7.lilEi'I•US-19x7.FiL•""i-OG-?U69,I IL•'1'I-(16-2070,iIETLOG21771,IiL"rLOS-1994.HL"i'1•US-I991,I'[Erl-OC)-2072, PROVIDE
o° ss� �G ENGINEER OF RECORD TO PP O 36'MAX IN FRONT b 25% • "•
1.d(l-.d7:1.1.11)i1-06-21174.H1.R-115-19961IIr:TI-05-19RI),111'.TI•PS-I()�3,F'I1iT•I-US-INNS,1'11+.TI.O5-1()95JIFt..11.05- FOR ROOF CONNECTIONS b A00 THICKNESS Or 0 A'A� -255-T rJ
;0'i(I,t1i�1-C15-14ti+7.MI TI-05.2037.111:1'1-05-2029,1.11:1'1-05.2039,111 1'I-05-20.10,Ii[.•r1-05.2041.1'IEI1-05-204x,III.:I'I^ SUPPORT ING STRUCTURE DETAIL BY WALL PANEL TS nrl OTALOOO° �12'PNnxL AT iSIOE S)DTH e SHIES
IHIS OR ANY OTHER ENGINEER, O �17t►i<1••-�
i ;e:=�d,e;tit:-;i•Ds-2u ;.i!i:.n-ns.2o3x.Hr:1.1•D5-zo6s,f'1r'rt•a5-2040.Hti1'1•os-ul4z.
9. ,Arr:,�+t.c:;;�)l:rtii)u cF::dl'm nllow•ed For Banes within the tables shown. Drawing No.-FL-1001
?{:gbcan:c.sn ibi l•on:iderod nu:.alcet to similar panels without 4ln beams Dcsign pro(sRionals may include EPS ROOF PANEL/SPAN DESCRIPTION
-, _ :Ii " thw 1N11 I)Cnl)1 W CxCCC-d Shown figures a5 art of site-s 7ecific Engineering. SHEET T OF T
CONTRACTOR:Master Craft Aluminum WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERbHNED USING THE ADVANCED '
TECHNOLOGY COUNCILS WEBSITE
Applicable Codes,Reeulstiou.and Standards AND GOGGLE EARTH.
1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16 Structural r
Design,Chapter 20 Aluminum,and Chapter 23 Wood. 1
2.AA ASM 35 and Specifications for Aluminum Structures,Part I-A of the
Aluminum Design Manuel prepared by The Aluminum Association,Inc.
Washington,D.C.,20I0 Edition and the Guide to Aluminum Construction in high
wind areas.2010.
3.ASCE 7-10. �`•
Wind Load. -
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: r~•
Risk Category 1.
2.Buie Wind Speed Figure I609C,State of Florida Debris Region&Basic Wind PROFESSIONAL SEAL
Speed,Paragraph 1609.3.1 and Table I609.3.1 Equivalent Basin Wind Speed: -
3. VucT=150MPH.VASD=116MPH
.4.Exposure Category,Paragraph 1609.4.3:Exposure B
5.Building Category for Aluminum Structures,Paragraph 2002.6:Building Category - _
I-Carport:Non-Habltsbfa Uncondi800ed 7p ., _ .1
-0
reel
Roof Type
.. .. W 021 �.
I.Roof Type:MONOSLOPE 1= _ oC @
I.
RdefMateriat:3"x 4g"x 0.024"Elite 2000 Composite Pone],1.0 dmelty - U. Lyd+
Copra.Florida Praduct Approval Number FL 7561-R3 3X3XO.093 2X6SMB 0 t7�
POST w � a
Foundation Dolep 4TH WALL w
Edetioe mnerete.No additional concrete feeling or slab Is required to resist the Z qQ
loads Imposed by the proposed construction IF the exl.Npeslab Is a minimum 4"
thick with ea thickened slab edge sad la sound tondlNan,f ree from - o_ 3"X4B"X0.O24" w 0 77s
ahucmralcrotWne..pallin¢.or other deteriaralloa. - xl
1.0 DENSITY FOAM
Specifications COMPOSITE PANEL
The following specifications are applicable to this project
1.All work shall be in accordance with the Sth Edition(2014)Florida Building Code, Z rl
Z
and my other applicable local mom and regulations. LJj . A
M
2.Aluminum extrusions shell be 6005 T5 Alloy.Due to quality control issues,no 3X3XO.093 s EDGE BEAM
marm4cturer substitution is acceptable without the specific written,signed and
settled authorization ofSuncout Aluminum Eoginvering,LLC. POST
3.ScranMaterial:Design based on 18/14 or20t2O Better View.Any other materiel _ Gil
must be approved. 00 IS
4.Fasteners are required to be corrosion resistant,minimum Grade SAE 2 or better '-
zinc plated toASTMB633•orcomed stainless steel series°300%crunmmed 8'-3" 11�-1a�"�11'-1+}" Z , gggg k -
sminlevsteelaeries"400". 24V-3" Z 0 EE t
S.All Sand 24"eBeam Sections#12 screws
stitched with eitherand 14"crews 6"fipm THESE PLANS AND ALL PROPOS-0.ViINr. N 1Z �
ends and 24"ranter to ranter or gl2sccews 6"from cods end 12°center to center.
6.Wham concrete specifications ere required,whetherin the screen enclosure scope or ARE SUBJECT TO ANY CORRECTIO,YS 3"X48"XO.024"
not,by one or mom regulatory agency,the following specifications are applicable: REQUIRED BY FIELD INSPECTORS THAT COMPOSITE PANEL
u Cc,
shall conform to ASTM C94 forth"following components: MAY BE NECESSARY IN ORDER TO 3
I.
Podland Cement Type 1,-ASTM C 150 CDMPLY WITH ALL APPLICABLE CODES. '
E Aggregates-Large aggregate 3/4"max-ASTM C 33
ill. Airentraining+I M-ASTMC260
2X3K,B. a
iv.Watcrreducing agent-A37MC494 (TYP) - Fr V.Clem Potable water A_2 C
vL=Othergdmixturcsuotpermitted- - -- - -CONCEAL ED FASTENERS'ORATTA%i! --- -- 3X3X0.093 3X3X0.093 3X3X0.093 -
awl iq---
b.Metdaccessoars-ASS A615,t ARE THE RESPONSTILII,OF THE -
1.Ratnforcing Han-ASiM A6I5,grdde 60 -v- r.
E welded wire fabric-ASTMA185 'POST POST POST'
c.Concrete slump stdtscherge bhuto not less than 3"or more than5%Water CON TRACTOR OF RECORD Q m !f
added after botching is not permitted `� E
d.Prepare and place concrete per American Concrete Institute Manual of
Standard Practice,Parts 1.2,and 3 including hot weather recommendations. C
e.Moist cure or polyethylene curing permitted. - � O�o
--E.Priorto plwiog conemte,treat the-en subsurface raga for termites In _ CJy�// a r"
compliance with the FBC, - I7����J-r'_ -- -- - - - - - - -- - - - _a.3 .�:�
g.Concrete shall be placed over a polyethylene"per barrier. ST.LUC?E COUNTI'PI'U�Pn C PT•'1e 1�`� A_p
IL All aluminum components embedded within concrete shall be coated with a REVIEWED FOR NC i r' DRAWN BY
bituminous paint or epoxy. REVIEWED Cj.�/ GD
7.A11 Bashing and weatherproofing shell be provided by the contractor.
S.Door lomliou"hell be determined by contractor in the field. DATE DATE DRAWN
9.Use oftheseplauaclmowledgm and accepts alimitafliability not to exceed design PLANSA.\-DPF_RJ11 �1USTB$KEPTONdOD 11/01/17
and engineering fee. OR NO INSPECTION WILL BE\FADE.
REVISION
SHEEr NO.
File C 0PA-
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2:2"x T'x 0.046"
2.3:2x3"x0.050"
2x4:21 4"x0.050"
2x5:2"x5"xO.050"
OPEN BACKSECTIONS
1.2.1"x TxO.040" .�
Ix3:I"x3"x0.045" M14 x 47W SMS W/
1 1Tl CIA NEOPRENE
SNAPSECIONS
2 x 2 Smp:2"x 2"x 0.045" FACED WASHER®S'O.C.
2 x 3 SDap:2"x 3"It 0.050" hh
2x4Smp:2"x4"x0.045" "} i
3°x3'x G.OB3° PROFE 1SIOiALSEAL.
SELF MATING(SMBI POST Sa`1'f: +, ,. _• .
2x4l :2"x 4••xo.oaa"xo.120"
2 x 5 SMB:2•'x 5"x 0.050"x 0.100"
2x63I'M 2"x6"x0.050"xo.110" I o
3'COMPOSRE
2 x7 SMB:2"x7"x 0.05T'x 0.120" I OF PANEL W ui
2x8SMB:2"x S.x 0.072".x0.124" 2'x2'%3'xl/s'ALUMANGLE 3'x O.082^ALUM - - (�- a Ul ¢¢
2 x9 SMB:T'x9"x0.072"xo.124" EACH SIDE OF UPRIGHT
RECEMNG CHANNEL W
2x IOSMB:2"x10"xO.09P'xO.398" I I W/(1)3I8'OIAx3"CONCRETE W/p10x3/4"TOP AND THRU'OW O O�
ANCHORSIf CONCRETE THRU BOLTSU.
MID113"FASTENER EDGE DISTANCE:In' AND(2)31B'x 4^THRU BOLTS BOTTOMAS ENO CAP 0
M NI!MW FASTENER SPACING.3/4" 2'x s°SMB 8
CONCRETE SCREW ANCHOR: POST"? I I x0.003° W qy(
S�N4PSON Tf[EN HD OR EQUIVALENT A"4 a�•' Z C3� �� �
SHEET METAL SCREWS(SMS): I I
DW/BUR.DEX OR EQUNALENT W i
B 3°x 3"POST TO DECK CONNECTION DETAILS S COMPOSITE ROOF TO POST CONNECTION U
A-2 SCALE:NTS A-2 SCALE:NTS J ddd
aZ pp
Z ppaa yy
UJI F
IA
3-COMP ROOF PANEL SELF-MATWG BEAM
W l �
FLASHING I I 3
3'COMPOSITE _— — 1
ROOF PANEL
. - ••• I Q
_ #14x47Ar SMSW1 \ I _o N
_ .117 DL1.NEOPRENE EXISTING , 1
FACED WASHERGWO.C. I BUILDINGJ, \\ I J
cc W O J
(3)31W CIA. KNEE BRACE —I——I—UPRIGHT _M-. 0.LL_
THRU BOLTS • I DRAWN BY
7,xs^sme I • GD
I 11R°x 21/8°x11li"x
3'x3"POST I 0.06rx3'LONGALUM ir
I DATE DRAWN
-- I RIt 4"#12 SMS EA.FACE B u
11/01/17
(3)H2x3/4°INTO POST REVISION
S-1 COMP.ROOF TO POS_TQ4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL
A-2 SCALE:NTS SCALE:NTS SHEET NO: