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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 I - 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) 6 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 (PSF)1 L/80 L/120 1-/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSr)I L/80 L/120 L/180 L/240 ENGINEERS
10 16.17 15.7E 15.03 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 20.11 1 2004. 19.4E 1981.
20 13A,i 13.44 12.2E 10.35 20 16.64 15.96 14D6 12.16 20 I8.11 17.6E 16.36 15.06 20 19.0E it.81 17.58 16.35
30 10.71 1878 9A1 6.60' 30 15,17 14,0E 11.21 11.3E 30 1680 16.3E 1441 12.46 30 1793 17.5E M11
17.89 PO BOX 10039
40 9.2E 9.2E 6.60 2.85 40 17.69 12.1E 8.]6 4.5E 40 15.49 I506 12.4E 9.8E ��K1683 16.35II,a3 Tampa,FL 33679
e.17 8.1] 379 - 50 122E 10.2E 551 11.7E 50 14.I8 17.7E 10.5! 7.2E 1574 15.1E8.97 Tel:(813)867-9965
7.J0 6.390.98 60 10.75 8.3E 266 60 12.87 1241 8714,64 13.89 6.5E6.81 451 2] 6.4E - ]0 11.57 11.1E 6,6213.55 126E 405637 2.6a807.80 4.5E 80 10,2E 9.8E 4.67 - 80 12.e6 II?3 . 1,60 <� I ISSUED FOR PRODUCT
- - - APPROVAL
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 - LB EPS PANELS �^ onooUc�nPPaovnt
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
' m ISSUED'OR}DID'Be
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0'0H PRODUCT APPROVAL
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE UEOFORF c In
"�° Em:m-PRoDUCT
LOAD (PSF)I L/80 L/120 L/I80 L/240 LOAD (PSF)1 L/80 L/I20 L/I80 L/240 LOAD (PSF)1 L/80 L/120 L/I80 L/240 LOAD (PSF)I L/80 L/120 L/I80 L/240 305 APPROVAL
ill 19.00 19.00 17.17 16.53 (0 20,50 20.50 20.11 19.24 10 21.97 21.97 2L52 2057 10 24.17 24.17 24.17 24.17
20 15.01, 15.01 15,01 1395 20 19,61 M�3
17.49 15.71 20 2077. 20.77 1986, 18.76 20 23.64 2364 23,11 23.11 Q
30 12.50 12.50 12.50 11.38 30 18.17 14.67M254 30 19.57 19.57 18.21 16.55 3D 22.57 22.57 MI40 10.97 10.97 10.97 880 40 16.]2 12.24 40 16.36 18.3E 16.55 14.34 40 21.51 .21.51 J50 9.92 9.92 9-a4 6.22` 50 1528 9.62 5D 17.16 17J6 14,89 u`13Di4 20.45 60 917 913 7.51 364 60 1384 7.00 60 15.9E 15.9E 13.24 993 60 1939 1939 JO70 B.52 8.52 S58 1.07. 70 1240 4.38 70 1475 14.75 11.58 7.7E 70 IB.33 IB J3 WK80 802 B02 3.64 80 ID.951.75 80 13.55 13.55 9.93 5.51 BO 17 E6 17.2E Q ZOL
IL
c3 IL
6" x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB CPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS m m r,- W N v
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a Tco o Z o
NET NET NET MAX. ALLOWABLE SPAN (rT) O O UL d^O
MAX. ALLOWABLE SPANCf T) MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0 D R
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE U o,- O D G•
LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/807L/120 L/180 L/240 LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSr)1 L/80 L/120 L/180 L/240 E r c3�w
10 2300 21.24 21.47 2085. 10 24.00 2400 24.00 23.42 ID 23.93 23.93 23.88 23.60 10 24.00 2400 2,tDO 2364 C ot IL O
20 18.06 1806 18.06 18.06 20 23.3'1 23.21 21.82 20.22 20 23,20 23,20 23.03 22.4E 20 23.65 23.65 23.34 2e.84 'E lot
- =W
30 15.13 15.13 15.13 15.13 30 22.10 21.67 19.4E 17.0E 30 22.47 22.47 22.18 21.73 30 22.94 22.9aga2.59 21.85 U 13.34 1334 13.34 13.34 40 200E 2005 1702 13.8221.15 21.75 21.33 2020 <02223 22.2320.85 Q T 12.10 IZ.10 12.10 10.91 50 19.6E IB.e] 14.6E 10.6E 50 21.0E 21.0E 20.49 19.0] 50 2153 2153 198E0)J11.1] 11.17 11.1] 8.43 60 18.38 16.89 12.2E 7.4E2029 20.29 t964 179460 20.8E 208E 18.87 •-CO 0 U Q
10.44 I0.44 10.30 5.95 70 17.1< 15.30 9.8E 4.2E19.5] 19.57 18.79 160170 20:11 20.11 17.87 11J(n (AO
9,95 8.43 347 BO Most 13.72 7A21.0E1884 1884 17.9e 1568I940 19.40 1688 W O
--a1._NI:R.AI.No:f1.S- -- - -- - . --
LL-- _ _-
1. Cwn+ositO rmu)s shall be constructed using type 3003-11154 alluninun}facia•g,1 Or 2 PCF AS'Tivi C-579.carpenter brand 1iPS SEAL JOINT WITH
l ) g P 6 1 CONTINUOUS JOINT
WITH
aelher:it,:dUPliounl facings>Villl A;bhmd Chemical 2020t)1S0 grip.Pabricolion to be by 171he panel producls only in U U U U U U U U U (-f
;,ccoidance with app)oved fablicatien methods. O O O O O O O O O O DRAWN By: DYK
2. Mile:ewr panels mainlain a tit..1715(int)class'I31(ext)rating and nic NE•R-501 approved, ) O O O O O O O O O O C a o SCALE:
BY: AS
.1. INS s eel(wailan has been designed and shall be ftebricated in accordance with the rce uircnlenls of the Florida Hoildin'Code SCALE: AS SHOWN
p b I S O O n 0 O. + - Dar zn9nz
5^f.ditinr(FE)C1,emrl.l its ptlnels comply Tcilh Chapter 7'Section 720.Chapter 8-Section 803.Class A interior linish,a-td BOT TOM FAG NGS
Cluipieu 26 ). 'ciinn 26D3 All local building Code nincrid(nentb shall be adhered to as inquired. INTERLOCKII'I P.OSS SECTION _-- - _ -- -- 'GUTTa OPTIONAL
- -- --
1.........
--- 4=-The designer shBlfdetermine-b}•'accepledengineering-practice'tile'aIIO{VaIiIC 1(7adS f07 slue•5p<'CIIIe IDad Cl)ndl(in(IS(IIICIIId Ing -�- DRIP CAPy O ••.•••'•••.
fond combinations)Using The darn from the n1lotiable Ionds tables and spans in this approval. SLOPE 4• v1DrH INTERLOCKING �7 O.••• \CE NSF••
PANEELL (1 WIDTH
MIN SLOPE) Y
'7Clll`e60A din}ids aN(I a110«:Ihie spans have been liskd ID nlcct Fi3C including the HV117,In HVH7..,.Ihis product shall he used 000006000000 -) O- No.4BZY3'EON K' .E.
O O C
i:I SInictilv)6"net Ie,I-c cmisideted lh iilg nre'n4•per SeCtintl 1616 unless,IIIIp;ICt resistance ill accordance In the I'1VI'17. O O O O O Z A. EPS CORE ILB OR 2LB 000 O O ;F:;;;�13�"B
Uh 4OOOOOO ¢wo O O O CpWJ✓9J O O„O O"O O� 000OOC
are Incl. `/ -
."nfclj 11,0or oP2.0 has bccn use io 4evelopallowable loads and spans from testing in accordance to the Guidelines ror ALUMINUM BOTTOM- Op 50CIATS!ructur0s Pan I and Confolni.5 it)the FIIC Chapter 16and 20, FACINGS OOC .�1• 2680T3r:I,.I)ee•I7 e'(:•11dUC(e41 In nCCUfdanCe'In ASTM T;72-O5:Sln•ngth Tell o(Panels for 13uileling('onsu'uctioll. (LEAP. $PAN(L) IN51DC TO INSIDE 00 OH OX 100411W�'��'�'
O 0 STATErFiRPa.FL 3pS�9�•
I ~,e•furmcc(fs(wports:I IF'fd-05.19dk.111 11.06.21(0,I lEfl-06.2066,11CTI.06-2105.I IFTI-06•20G7,1111-11-05-1002,1IF 11- 000°
il6•'_107,11E77-US-17o7.HE'fI-OG-2U69,FIE'fl•G6.2(g0,I'IEl I.OG•2071,III`"Fi415-1994.11L"11-05-1991,i1ETI.06-2072, 00 aG
F}T•� ENGINEER OF RECORD TO PROVIDE 00 3- NA% IN FRONT 4. 25'l. • •••• `
1�r7� ?I"1'1-06-207.T,FI1ift-06.2074,Ill:'f[-05•:996,1'1(:a'I-OS-19R9,llL:Cl-0c•((M1,II(iiTI-OS-I9R5,I'IETLOS-l11)S.I'IIC11-O$- rOR ROOF CONNECTIONS 6 ADD tHIFOR TG or G c SJ • ••�G -25-15
199:),!'11: 1.0-1997,111 11-05.2037.11E::f1-05-2D2U.111,1'1 05.2039,1-1E1'1-U5-2030,1'l[;l•I-D$•?041,HE11.05.2041i.111 fI- SUPPORTING STRUCTURE DETAIL BY, vALLPA�EL TSPAN:T4L000 (12' MAX AT OF PANEL 1SIDES)SIDES NA�
THIS OR ANY OTHER ENGINEER. 00 �YIIIITT�
";-2061:11:I'l-05.2031,1W'11-0 203ii.1itin-05-2065.111;11-05-2040.i1[?11-05-2U42•
t i!1:•a:i"li;w)lalkil sh;iil Le;dlowvd for 11gums widdn the tables shown. Drawing No.-FL-1001
-•t;. Par;;l,%,it fartbca::sS1,01lbtConsideredCgkr,ValestoSimilarpanelswithoullilnbcams. Design prolissienalslnayincludc EPS ROOF PANEL/SPAN DESCRIPTION
bean to exceed shown figures as poll orsite-s)ecific en•ineeiilrv. SHEET i OF 1
CONTRACTOR:Master Craft Aluminum WIND SPEED AND EXPOSURE HAVE '
DESIGN CRITERIA' - BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH. r
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 Structural
Design,Chapter 20 Aluminum,and Chapter 23 Wood
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the
Aluminum Design Manual prepared by the Aluminum Association,Inc.
Washington,D.C.,2010 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:
-Risk Category 1. q
2.Basic Wind Speed,Figuro1609C,State of Florida Debris Region&Basic Wind PgOFESsioHnLSFrL iS4L¢P�.J
Speed.Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
3. VuLT-15 MMPH,VASD=116MPH
4.Exposure Category,Paragraph 1609.4.3: Exposure C
5.Building Category for Aluminum Structures,Pamgroph2002.6:Building Category _ p
I-Carport:Noe-Habitable,Unconditioned
Aoof Tvpe '
1.Roof Type:MONOSLOPE - _ cc &a
1.Roof Material:3"■48"x 0.024"Elite 2000 Composite Panel,1.0 density POST 093 LL W m yy
foam.Florida Product Approval Number FL 7561-R3 2X7SM8 POST G
4TH WALL W d
Foundation Design I j Existing concrete.No additional concrete footing or slab Is required to reslat the Z
loads Imposed by the proposed cooshuctlan if the exlstine slab Is a minimum 4" / 3"X48"XO.024" ° 04 �f
thick with cap 8"z 8"thickened,lab edge and In sound condition.tree from 1.0 DENSITY FOAM 0 C w S� C
structural crackin%spoiling,or other deterioration. / COMPOST PANEL F
SpeclBcaOons .11ESE PLANS AND ALL PROPOS DWORK
The followingspecifications ero applicable to this project: 2X7SMB; A_2 :.RE �y�JECT TO ANY ORRECT NS ¢
I.All work shall be in accordance with the Sth Edition(2014)Florida Building Code, EDGE BEAM fl I13E��1Q�6�.0IN PECTOR THAT
ROE
IN ORDER T Z
and any other applicable local codes and regulations. - - I LE ODES. J w
2.Aluminum extrusions shall be 600S T5 Alloy.Due to quality control issue,no J
scaled autuersubonofion icoccepmb Aluminum
Enout leering,ic en,signed and sf-- sf-
styledauthorizati�nofSuncaestAluminumEngincering,I.I.C.LLC. 11"-8" 11'-8" 8'-3" Q Z
3.Screen ew Material:Design based an 18114 or 20/20 Better Vim.Any other materiel 25-0" 3
mustbe approved.
4.Fasteners am required to be corrosion resistant,minimum SAE Grade 2 or better - Q W dK Ly
zinc plated to ASTM B633,or coated stainless steel series°300",or uncoated 3"X48"XO.024" r Z Z F�� P
smlamas steel series"400". COMPOSITE PANEL
S.All SelfMating Beam Sections am to be stitched with either H14 screws 6"from CONCEALED FASTENERS OR ATTACHMEN is Z Z �
ends and 24"center to canter or 012 screws 6"from ends and 12'center m center. - H W
6.Where concrete specifications are required,whether in the screen enclosure scope or ARE THE RESPONSIBILI T(OF THE
not,by ane or mom regulatory agency,the following specifications are applicable: 2X3K.B. CONTRACTOR OF RSCORO a
e.Concrete shall conform to ASTM C94 for the following components:
.i m Portland Cement Type I,ASTM C 150 (TYP) A-2 • B
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 r7
iii. Akentraining+/-I%-ASTMC260
iv.Water reducing agent-ASTM C494 3X3XO.093 3X3XO.093 3X3XO.093 _
v.Clem Potable water POST POST POST Do
Cr
_ -A-Otheradmixturm not permitted-
b.Metal accessories shall conform to: f ✓ J 1� ysL
i.Reinforcing Bars-ASTM A615,grade 60 ST,I.L'CT5 COUNTY HUiI FCIT
ii.Welded wim fabric-ASTMAI85Iths'IEWED FOR CO Ic.Cncrete clomp at discharge chute not less than 3"or more than 5".Water added after botching is not prumitled It E V I:::VEp Yd.Prepare and place concrete per American Concrete Institute Manual of A_2 DATE U u1
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. - - - PLANS AND PERIMIT 14US W:KEPT ON JOB W p
e.Mail st care or polyethylene curing permitted. OR NO INSPECTION WILL BE NL4DE.
_f._Prior_to-placing concrete,treat the entire subsurface arcs for termites in
compliance with the FBC. a-a•S_
g.Concrete shall be placed over a polyethylene vapor barrier.
�D
It All aluminum components embedded within concrete shall be coated with a DRAWN BY
bituminous paint or epoxy. GO
7.All[lashing and weatherproofing shall be provided by the contractor.
8.Door location shall be determined by contractor in the field. DATE DRAWN
9.Usa of theca plans acknowledges and accepts a limit of liability not to exceed design 11/02/17
and engineering in. REVISION
File Copy
SHEET NO:
A-1
ALUMINUM MEMBERS DHAENSIONS -
HOLLOW SECTIONS
2 x2:2"x21x 0.046'
2x3:21 xT xO.050"
2 x4:21, CxO.050"
2x5:2"x5"x 0.050" 1,J
OPENBACKSECTIONS'
1 x 2:1"x 2"x 0.040"
I x3:I"x3"x0.045"
- 014x41/9•sn'tsw1
SNAP SEL DONS _ 1 11T DIA NEOPRENE -
2 x 2 Snap:2"x 2"x 0.045" FACED WASHER®9'O.C.
2 x 3 Sn9p:2'.3"x 0.050"
2 x 4 S.I:2"x 4"x 0.045" �y, s"
3'x 3'x0.0&T � � .r19 I;u. >�S.0t5�, {`�ty �"�y.� PROFE ZONAL 9ERL
SELFMATTNG(SMB) P09T
2z4SbID:2"x4"x0.044"x0.100" ^
2 z5SMB:2"x5"x OOSD"x0.100"
2 x 6 SMB:2"x 6"X.-.050"x 0.120° 3•COMPOSITE ❑
2x7SMB:2"x7"x0.057"x0.120" - -- I ROOF PANEL CC
Cal u1
2X8SMB:2"x8"x 0.072x 0.124"..-. 2"x Tx Tx 118"ALUM ANGLE 3"xo.092"ALUM ""- "._I. ""8 "-a a C-
2x9SMB:2: x0.072"z0'.24" EACH SIDEOFUPRIGHT RECEIVING CHANNEL LLI
2x10SME:2"x IO"xO.092'x0.398" I W/(1)318'DIA.z3°CONCRETE W/M10x314°TOPAND (4)aW DW cc g
ANCHORS INTO CONCRETE BOTTOM AS END CAP THRU BOLTB LL.
gqq 8aI
MINIMUM FASTENER EDGE DISTANCE:Ill' AND(2)3W x 4•THRU BOLTS 0 Zi 00
MINIMUM FASTENER SPACING:314' 2'x7•SMB W a a
CONCRETE SCREW ANCHOR: W
s r 3'x 3'x 0,11IT
Z
SIMPSON TITEN HD OR EQUIVALENT d' � P09T
SHEET METALSCREW3(SMSI:
rTW/BUILDEX OR EQUIVALENT W d
B 3'x Y POST TO DECK CONNECTION DETAILS S COMPOSITE ROOF TO POST CONNECTION Lj N
A-2 SCALE:NTS A-2 SCALE.NT.
aUJI
� g� s
LU FF
Z 9D
3"COMP ROOF PANEL SELF-MATING BEAM H W �
FLASHING 3
� I
-_ - - --- - — -- — 3-COMPOSITE
ROOF PANEL '
- -- - - #14x477S'SMFSW'!� co ll'uf
11W DIA.NEOPRENE EXISTING ' - 1 _ 0 W 0 -
_ FACE 11
D WASHER Ga.D.C. BUILDING 0a a
x
(4)3/9"OIA KNEE BRACE
THRU BOLT. • DRAWN BY
2-x 7-SMB
I 11lC x 21RP x 11Q'x GD
Y.3'POST I 0.092•x 3-LONGALUM DATE DRAWN
RECEIVING CHANNEL W/(3)
412x3/4'SMSEAFACE& '11�02�17
(3)•12 x 3W INTO POST REVISION
fe Copy S-1 COMP.ROOF TO POST 4TF8 WALL DETAIL S-2 KNEE BRACE CONNECTION DETAI�aL
A-2 SCALE:NTB SCALE NTS 3HEETNO:
A-2
A-2