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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
r
% s FL# `FL7561-R3
Application Type Revision
Code Version 2014
Application Status Approved
PP PP
Comments
Archived
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek,FL 33073
(954)949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Dan Cooke
Address/Phone/Email 1801 NW 64th Street
Ft. Lauderdale, FL 33309
(954)491-3700
elitealum@aol.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity Quality Auditing-Institute Ltd.
Quality Assurance Contract Expiration Date 11/30/2020
Validated By CBUCK Engineering,Inc.
Validation Checklist-Hardcopy Received
Certificate of Independence FL7561 R3 COI Cert of Indeoendence.odf
Referenced Standard.and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
r
Product Approval Me• Method 2 Option B '
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Fending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Products
FL# Model, Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1lb EPS Composite Panel,
Panels 3"/4"/6"x0.032x1lb EPS Composite Panel,
3"/4"/6"x0.024"x2lb EPS Composite Panel,
3"/4"/6"x0.030"x2lb EPS Composite Panel,
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation
Approved for use outside HVHZ: Yes Dwo.Ddf
Impact Resistant: No Verified By: Do Kim, P.E. PE 49497
Design Pressure: +80/-80 Created by Independent Third Party: Yes
Other:In HVHZ,not to be used in structures considered Evaluation Reports
living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC
is provided. See installation drawing for nominal allowable Evaluation.Ddf
design pressures and spans. Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Mg
Safe
1
t..t_! l t- �'.�• \'E'L )PAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
_B 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
I
E CI-EAR SPAR CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6 A550CIA7ES.LLC i
----'
-k: l NET 'I MAX..ALLG\.ABLE. SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
ALLD'tdABLE _ ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL
I_L.0AO (aSF)I V6C. L!120 L/I80 L/240 LOAD (PSF)1 L/80 L/l20 L/180 L/240 LOAD (PSF)t L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 ENGINEERS
i r to- :617 15?6 1503 14.10 10 17.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 2011 2003 19?2 IB BI
13.4A 12.22 L10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 Rve 1881 17.59 15 JS
30 t078 NIS gal 1.60 30 1517 1A,DS 11.21 8.36 30 1680 16.36 14,a1 1246 30 1791 1758 IS?3 1?B9 PO BOX 10039
40 9.22 922 6.60 2B5 40 13.69 12.16 8.36 4.56 40 15.49 15,06 12.46 9B6 40 16.83 15 J5 13.89 11.e3 Tampa.FL 37679
50 e.l] DI] 3.]9 - 50 12.22 1026 5,51 0.76 50 14.18 13.76 10.51 7,26 50 1574 15.12 1205 8.97 Tel:(8131857-9955
60 sv 6.39 099 - 60 10?5 836 2.66 - 60 n2.87 12.46 8.57 4,67 50 14.6e Q.89 10'. 6.52
]0 6.81 451 - 70 927 646 ]0 11.57 11.16 662 20i ZO 1355 12.66 B36 40b RevJOe, OBSCrIpllOn
80 6.33 2.64 80 10.26 9.96 4.67 - bU 1246 11.4J 6.52 I.60 Rr ISSUED COR PROOULT
PAn
APP4" x 0.024 x 1 - 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 >a P017
007
RDVAL(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) ISSUEDrOR 1.lOr6eNET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX ALLOWABLE SPAN (FT) PRODULT APPROVALALLOWABLE ALLOWABLE ALLDWABLE ALLOWABLEEd-FO DOSm EEI'MPRO.ULrLOAD (°SF)- L/60 L/120 L/!80 1 1/240 LOAD (PSF)I L/80 L/120 L/180 L1240 LOAD (PSF)l L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/160 L/240 APPROVAL10 19 Do 19.00 -1%l: 16.53 l0 20.- 2D50 20,11 1524 10 21.9T 21.97 21.52 29,97 10 2e.iZ 24.1% 24.17 2417
I95 20 1961 1924 17.49 15,7A 20 20.77 2077 19.86 IB]6 20 23 be 2364 23412J 11
0 12.50 12.50 12.50 II.38 30 18.17 17.49 I4.8] 1qB.74
30 19.5] 19.57 18.21 16.55 30 22.5] 22.51 21.90 21 DI
i ---�J 10.97 10.9i 10.97 B.BO 40 16.72 15.74 12.24 40 1836 I8J6 16.55 14.34 4021.51 211 20992 99250 1528 13.99 9.62 50 17,16 I]16 14.89 12.13 50 20.45 20.45 IB BB 1680Y.1 751 364 60 13.Ba 12.247.00 60 15.96 15.96 13.2a 9.93 SO 19.39 19 J9 173: la.]0 J >O
1 70 1352 8�' S9 IO% 70 12.40 10.49 4.38 70 14.75 14.75 L_ 1.12 70 18.33 19.33 IS.B6 12.59 W K
1 --- 0--- R02 BC2 64 80 095 B.7a 5 BO 355 355 9.93 SSI BO 26 26 A35 O4g EL
o O.U)
6" x 0.024 x 1 - LB E13S PAINE'_S 6' x 0,032 x 1 - LB EPS PANELS 6" x 0.024 x 2 - LB EPS PANELS 6" x 0.030 x 2 - LE EPS PANELS 6 m o �2
I (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR, SPAN CHARTS) TC0 o Z o
NET MAX ALLOWABLE SPAN (FT) NET NAX. ALLOWABLE SPAN (FT) U- o,.-a
NET FIAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) O O lL ���
ALLOWABLE I _ ALLOWABLE ALLOWABLE ALLOWABLE L) y a a
I-UAD (PSF)1 L/30 L/IL"0 L/180 L/240 LOAD (PSF)1 L/BO L/120 L/I80 V240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/12O L/I80 L/240 E u W`LU
IG 230C 21.24 21A] 20.85 10 24.00 24oO 2A.00 2342 10 23.93 23.93 23.88 23.60 10 2400 2A.00 2400 238e C 0)
20 18.06 IBJ6 IBDb :B.OS 20 23.34 23.21 21.82 20.22 20 2320 23.20 23D3 22.46 20 23.65 2365 27.34 22.ea 1-U O
30 15.13 'I517 15.13 15.13 30 22.10 21.63 19.42 17O2 30 22.47 22.A7 22.18 21.33 30 229A 22°4 2259 21.85 0 C C a Z~
40 13.34 1331- 13.34 }J,34 a0 20.86 20.05 17.92 I3.H2 40 21.75 21.75 21.33 2020 40 2153 2223 2185 20.B5 Q O p 0 F
50 12.I0 12 f0 12.10 10.91 50 19.62 18,47 14.62 10.62 50 21.02 21.02 20A9 19.07 50 2153 21.53 2110 19 B6 0)J 00
60 - Il:7� Il.li II:I1 8.43 60 18.38 16.89 12.22 7.42 60 20.29 2029 1964. 17.94 60 2082. ED a 20.36 IB B7 LLl�U W Q Q
Cl-
IV co
I0.^4 10.44- 10.J0 5.95 ]0 1].l4 15.30 9.82 4.22 70 19.57 19.57 18.79 16.81 70 20.11 20.11 1961 17.87to
BO 9,85 9.85 a43 3.4], B0 15.91 13.72 7.42 Joe BO IB.B4 18.84 17.94 15.68 BO 19.40 19 AO iB.97 I6.88 -Cr W 0
LL
(i1-s\'I:,ZA1,N0TFS :. SEAL ,MINT WITH
1. CNm�r+shtc Daneis shaifbe coattroetcd Using type 3003-1-1154 aluntinun(risings.1 or 2 PCP AS11Y1 C-578 catpcnmr brand IIPS CONTINUOUS CAULKING: �
1 w1heri to z;up!inun fikinrgs witlT Ashland(;heroical 20201)ISO grip.Fabrication to be by F.lite panel products only in U U U U U U U U
• accol dmtcelvith approved l'abTication'mothodB. O O 00 000000
DanwN fiv:
!' Gl;zc to(A f4.11619 Fnainn!1t a UL 17i5(lilt)class'B'(ext)rating and are NER-501 approved. ) O O O O O O O O O O C a CHECKED RY: DYK
Tl s speeirication has been designed and shnll be rabricated in accnnlance with the requirements of Ilse Florida Buitd'ulg Cade I� SCALE: AS SHOwN
5'"L'dilioi(FBC;compasi(e panels comply with(Chapter 7 Sccf.on 720.Chapter B Section$03.Class A interior finish.and Bar TON FACINGS DAT v,w+a
("Nipler 2r SectiC.il'_603.All local building Cade amendinent4 shrift be adbered to as required. INTERLO KIN. RO'S TIOp OPTIONAL �/. .
1 GUTTER O O 1 /
4, the deiig.ler Shall determine by accepted engineering practice the allowable leads for site specific load conditions(including u DRIP CAP '
Idnd,orabnaflons)acing the data livtn the]lllouroble loads tables and spans in this approval.)nroval. SLOP[ I 4',1Az WIDTH INTERLOCKING O.aa' %CENSF ,
p II F PANEL (1/4•/FT MIN SLOPE)
I Fien Ce:l;•i)I111hs and allt-able span::llnve been listed to elect FBC including the IIVFl7...fit IIVI'I7,this product Shall be osed O O V O O V O 0 s O_ N..4bV7,.EON KI E.
in In 111 b4'l:UlISIIIEFCd Iis•iltg Crt•a8"I)ErS('Clllln lGl6 unless impact resistattce in accord(1nc[•wthe liVll/.. �ODO�O�ODOD QQ EPS CORE ILB OR 2LB OOp 000000C y FLA REG.NU
_ rlq!IIFL'ill=:Ills Drl•nll•I. vi O O„O OHO Om ODO 0000 : FL
I. /
6, $-fc!y hfUlll:(,1 2.()has bl'eil Use L).4evelop Al101vable loads tllld spans flRllll lCSllTlg In IICCOI'lf;Illl'0 lathe Cil11dC11111`S for oN ALUMINIIN BOTTOM TOFI J 00C ' O( M S80CIA �fL
I ptl 26887:LU
�• _ .iluminU:r.Stn1:�;ures fart 1[md r.[informs to the FI3C Chapter 16 and 20• FACINGS o Box too
TG::UIL� ;:i15'[:n Cnt1d UC!ell In t1CO0fda11CC l(,/\ST N'i F,72-05:Strength Test of Panels far Dui Iding Construction. �---(LEAP. SPAN(L) INSIDE TO INSIDE OO O.H. O�i4.. STATErOPpa,F:;
1 `C
o. Re•f.rnuc astrcperts;lif?71-0 -19R(t.111 i'1.06?lOd,rllil'LOG•2U(C.,,lit'I'1-OG•2105,111:11-06-2067,11[..H-05•1o02.I If:H. 000°
t� ZORIOQ;.•�(j
IIE1'145-19Li7,1]':11-06-20(a9.FII'11-(1G-207D,1iETI-06-2071,1112,11-05-104,1[ETI-05.1991,1[E•1'I-06-207_, ENGINEER Or RECORD TO PROVIDE 00 s 4••
1 1 { (( ( ( I { { ( { Do THICKNESS Or O 36' HAx IN rRONi G 25% S •lint
Ill_'O-.'(r.:(i'3,1.Ili',-'•'I•)(+-2074,.I11:'I'1-(1.-I))6,F11 I'I.OS-i)$),Ilf•.'i'r-OS-I)9.1,rllfl'I-0.-1985.1II::T1-05-1 J95.1irr'r-o.- FOR Roar CONNECTIONS 6 DOO DP PANEL V1D1H P SIDES ' /y Qt.-••v 25-15
SUPPORTING STRUCTURE DETAIL BY VALE FOR TOTAL O C
If I°)9:I.I!li'f1-05-1997;l Ir'.i LOi-?037,FII,'rl-U5.2D29,lit.fl•O5-2U39,I Il.il'1-05-2030,[IF.11-U5-2041,111,1-1-05-2048,IIE.I I- PANEL SFAW. O (12' PIA% AT SIDES) l
THIS OR ANY OTHER ENGINEER. O
I ]1-05-203 L HiF:F:-05.2038,111:r1-05-20G5,lii rl•OS-2040,HETI-US•2fr42.
il,terra.ia;irnl!:irdPf,:•elk,++md for ligmes within the tobl[s shown. Drawing No.-FL-1001
il?r'OF k,hh'(;in Egan+Sa1;111 he con5uiercd tq(tivalcnt TO Similar Patch'Without Ihn bea111S. Design pl-(A•sB2[lnal4 may include EPS ROOF PANEL/SPAN DESCRIPTION
l !bU shelyr;iT IA`07e!sn b•�+R�Ip�cs;ced Shown li arcs as art ofsite-s>ecific ent:inecrinP. SHEET 1 OF 1
CONTRACTOR:Master Craft Aluminum
DESIGN CRITERIA: .... ,
Applleahle Cadrs,Reeulalloas,epd Standards 7.i l�
1.The SW Edition(. )Florida Building Code,specifically Chapter 16 Structural �` I " - t`
Design,Chapter 20 Aluminum,and Chapter 23 Wood. I` /{ d .1 - M u- •,'2y=
2.AA M 35 and Specifications for Aluminum Structures,Part 1-A afore iNpirSCrPLr PLANS ArdaJf ALL PROPOSED WORK ;4•.? ° -1
Aluminum Design Manual prepared by The Aluminum Association,Inc. ARE SUBJECT TO ANY CiORREDTI ONS - U v �, Q-
'Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in high -,,. , 7 CONCEALED FASTENERS OR ATTACHMENTS - �' z °
wind areas,2010. .1EQUIRED BY FIELD INSPECTORS THAt = mayy''. N�,:O;
3.ASCE 7-10. ii v�
I �YBNECE�S�A�;f�QR®EOro.: ARETHERESPONSIBILTIYOFTHE
g#ggpp��qq�S,,i���pprf�µg�4411,,Rxsii11 �{f� 1 A119 t1FFe@ /y��'fp 1/Yf a pcflf� y� •.......•• F� ,
Wind Loads1JIvl1'1.1•'.YY1111 i4L6'.ApP{"IlihlNLtn.COI;L'J, Y1RI RAC OR OF RECORD
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: ---
Risk �-
Category 1. /// IIIIIIItt\
2.Basic Wind Speed,Table 1609C,Slate of Florida Debris Region&Basic Wind PROFESSIONAL SEAL
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
3. Vora-150MPH,VASD=11 MMPII
4.Exposure Category,Paragraph 1609.4.3:
1-Carport..
Exposure B
S.Building Calegory 'graph 2002.6:Building Cate¢ory
Carport:NoHabitable,Unconditioned •II -7 I� •II. A__p p
lhJ-t
Cr LA
RoofTvpe ir
W a
1.RoofTypa:MONOSLOPE 3X3XO.093 2X6SMB W Z
1.Roof Material:3"x 48"x 0.024"Elite 2000 Composite Panel,1.0 density POST
foam,Florida Product Approval Number FL 7561-R3 4TH WALL 0 °� 2
LU
d
Foundation Daisp LU g
Ealatine concrete.No additional cant,,,,foo0oe or slab Is required to resist the TFZZuu g
loads Impmed by the pr__
oposed construction If the existipa slab Is a minimum 4" O N .3"X48"X0.024" l7
Ihick with an 8"x 8"thickened slab edee and ip sound condition.free from I I I 1.0 DENSITY FOAM Louto
ICn d �
structural crackine.ma111ne.or other deterioration. N Z COMPOSITE PANEL 3
Specigcatioos Q
The following specifications are applicable to this project:
1.All work shall be in s,cordence with the 5th Edition(2014)Florida Building Code, Z
r applicable regulations. 3X3XO.093 EDGE B
end an other a licable local codes and re lotions. EDGE BEAM A_2 9,,3 B
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no POST J
manufacturer substitution is acceptable without the specific written,signed and J a
scaled authorization of Suncoast Aluminum Engineering,LLC.
3.Screen Material:Design based on 18/14 or 20120 Better View.Any other material Q Z i
must be approved. 9r-6 _ W
4.Fasteners ere required to be coaosion resistant,minimum SAE Grade 2 or better " LWL
zinc plated to ASTM B633,or coated stainless steel series"300",or unmated B��
stainless steel series"400". 18--6"
5.All Self Mating Beam Sections arc to be stitched with either a14 screws Z 6"from a
ends and 24"center to center or H 12 screws 6'from ends and 12'center to center. 1 1-0.1 6" H w
Whom
6.Whe concrete specifications me required,whether in the screen enclosure scope or
not,by one or more regulatory agency,the following specifications are applicable:
e.Concrete shall conform to ASTM C94 for the following components: 3
i.Portland Cement Type 1,-ASTM C 150 YX48"XO.024" S
ii.Aggregates-Large Aggregate 3/4"an.-ASTM C 33 COMPOSITE PANEL
Tit. Air entraining+/-1%-ASTM C260
iv.Water reducing agent-ASTM C 494 8
v.Clean Potable water fr
vi. Other admixtures not permitted
b.Metal accessories shall conform to:
i.Reinforcing Bars-ASTM A615,grade 60 �n'P)B. _
iL Welded wire fabric-ASTM A185 A-2
c.Concrete slump at discharge chute not less than 3"or more than 5".Water c
0
added after hatching is not permitted. O Q w w
d.Prepare and place concrete per American Concrete Institute Manual of I 3X3XO.093 3X3XO.093 3X3XO.093 w!1:
� 22
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. O POST POST POST LIJaww
e.Moist care or polyethylene curing permitted. N Z a.an
f,Prior to placing concrete,treat the entire subsurface area for termites in 7�Q
compliance with the FBC. CL L7
g.Concrete shall be placed over polyethylene vapor barrier.
h.All aluminum components embedded within concrete shall be coated with a DRAWN BY
bituminous paint or epoxy. 1 ID,�•"� -+ TP
7.All Bashing and weatherproofing shall be provided by the contractor. $%I, C O--TV iI)•-nT;f7 T3TVISION
8.Door location shall be determined by contractor in the field. p.F,VI£��'c0 FOR iPLL+:iCE
DATE DRAWN
9.Use tines plans acknowledges and accepts a limit affability not to exceed design A-B 02/1$/17
en
and engineering Fce. ltfiVlV1'ED B -
DATE � 9'-3.1 9'-3s. REVISION
PLAINS AND P•T. RT MUST RE KEPT ON JOB
OR NO INSPECTJON WILL PE hLL')E.
SHEET NO;
A-1
ALUMINUM MEMBERS DIMENSION
HOLLOW SECTIONS
2 x2:2"x2"x 0.046" I,'.•I`•I I I \ ..^
2z3:2"z3"x0.050"
2x4:2"x4"x0.050" 'I -
2x5:2"x5"x 0.050" 0 C;' Q-
= D-: qK
OPEN BACK SECTIONS - U
Ix2:1"x2"x0D40" •, l<n1N
I x 3:1"x 3"x 0.045" 'V
(4)#14 x 47W SMS VG i �j•• '•��;�
SNAP SECTIONS NEOPRENE FACED
2x2Smp:2"x2'x0.045" I WASHER EA PANEL
2x3Snap:2' 3"x0.050"
2 x4 Snap:2"x4"x 0.045" I + - 1>•C',,y^ / III I11\
3"x3°x POST--", I 5 . ..�• ',u{•4My F. PROFE SIGNAL SEAL L
SELF MATING(SUB) I I 'U A4.'� +x,1i 5 D,;•�,r1ar,��yl.N�
2 x 4 SMB:2"x 4"x 0.044"x 0.100" I �;�" �' N"•1:.. Yy'n•Ni: • '``' '"i4
2x5SMB:2"x5"x0.050"x0.100"
2x6SMB:2"x6"x0.050"x0:120'
2x7 SMB:2"x7"x0.057"x0.120" j j 3"COMPOSITE PANEL cc LJ C
2 x 8 SMB:2"x8"x 0.072: 1.124 I I 2'x 2'x 3"x IM"ALUM ANGLE 3°x0.062'ALUM W O.
2 x9 SMB:2"x9"x0.072"x0.124" EACHSIOE OF UPRIGHT RECEIVING CHANNEL W a r
2x10 SMB:2"x 10"x 0.092"x 0.398"
I I W/(1)3/6"DIA.x 3"CONCRETE Wl#I0x3l4°TOPAND (3)318"DIA
I I ANCHORS INTO CONCRETE BOTTOM A9 ENO CAP TNRU BOLTS lyy
AND(2)316'x 4°THRU BOLTS u' 9
MINIMUM FASTENER EDGE DISTANCE:12° I O 3
MINIMUM FASTENER SPACING:314° 2"x6"SMB W O vyg�
CONCRETE SCREW ANCHOR: ar •,,d 3"x3°xo.093^ z 2 SIMPSON TITEN HDOR EQUIVALENC —POST 2
SHEET METAL SCREWS ISMS):
I'I
ITW/BUILDEX OR EQUIVALENT LLu d
' � H
w
d%"x 3"POST TO DECK CONNECTION DETAILS `5 COM ZPOSITE ROOF TO POST CONNECTION
A-2 SCE'NTS — — A-2 SCALE:NTS = E
a�O
z &
In
3-COMP ROOF PANEL 0� SELF•MATINO BEAM
W
"S:' M 4' 4C; '� J'pf•�!e.F � RiT"''S�:J"�'f.,h
.,,$.3: r:�' rS �r,t'`. _ .,Tom• x•+•
FLASHING
a
3'COMPO 1Y I IA
EA
ROOF PANEL
I W
�U w_7W
aUj
(4)014 x 47I6°SMSW/ I I W_ W a
NEOPRENEFACEO E7JSTING/ I N
WASHER EA PANEL' BUILDING
2°x3"x 0.050" I I —N O J
UPRIGHT IL(0—LL LL
(3)3/6"OW KNEE BRACE 1 I
THRU BOLTS I I
DRAWN BY
x^x e"sma i TP
I l2'x2116"x1 ffi°x I
3'x3°P09T I OING xTLONO ALUM I DATE DRAWN
RECENING CHANNEL W/(3) I I 02/15/17
$12 x 3/4"SMS EA FACE&
(3)012 x 3/4"INTO POST REVISION
I I
1 -
8-1 COMP.ROOF TO POST(a)4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL
A-2 SCALE:NT6 A-2 SCALE:NTS SHEETNOI
A-2