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Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
' II 1•
FL# FL7561-R3
Application Type Revision
Code Version 2014
Application Status Approved
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
t 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
Product Approval Mc� Method 2 Option B • ,
Date Submitted 04/30/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/23/2015
Summary of Produ cts
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 Dwg.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.odf
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 AA/EEO 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:
ro
( "sl
Safe
F �,
tF-E..L!'i E PANEL SWAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
j 3' x 0.024" X ''1 - 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
(. (Al LOWABLE CLEAR SPAN 'CHARTS) <ALLNWABLE CLEAR SPAN CHARTS) <ALLNWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSO CIATE5.LLC
-( NET I. MAX. ALLOt.;"ABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLDWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING
t ALL ALLOWABLE
S ALLD`:lABL� ALLOWABLE STRUCTURAL
I, I(�L.tl_AD :aSF)I L/80 �!120 L/I80 L/240 LOAD (PSF)1 L/80 L/l20 L/I80 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/I80 L/240 ENGINEERS
!' I 10_-=- 15.76 1503 14.1. 10 11.50 17.50 16.91 15.96 10 19.33 18.95 18.31 17.66 10 2011 2703 19.a2 1881
i --U 1364 13.4a 12.22 10.35 20 16.6a 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 IBBI 1759 16,35
I' r 3e f078' IG iB 9.4� 660 30 15.17 1106 11.21 8.36 70 1680 16.36 )aAl 1246 30 1-193 1758 1573 1389 PO 80%70039
40 - 922 9.22 660 289 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12.46 9.86 AD 16.83 16.35 1389 11.43 Tampa.FL 33679
50 837 .817 3.79 50 12.22 10.26 5.51 0.76 50 14.18 13.76 10.51 726 50 I574 1512 12 A5 8.97 Tel:(at31 e57-9956
60 7c0 6.39 099 - 60 10.]5 8.36 2.66 - 60 12.87 .2,A6 8.57 4.67 50 14.6a 13.89 1021 6.52
70 681 .4.51 - 70 92] 646 ]0 I75] II I6 662 2.0] %0 1355 12,66 836 a06 ljo,, oesC,,pl,,n
80' 6.J3 2.64 - ' - BO 7.80 4.56 - - 80 10.26 9.86 4.6] - 80 12.46 It- 6.52 1.60 UEPRODUCT
APP4' 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 I6ALLOWABLE CLEAR SPAN CHARTS) (ALLNWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) PROROVAL
ISSUED FOR 2010FBC
NET MAX. ALLOWABLE SPAN (FT) NET MAX ALLOWABLE SPAN (FT) NET MAX ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) PRODUCT APPROVAL
ALLOW ABC£ ALLDWABLE ALLOWABLE ALLOWABLE ssu PFORESU RODULT
LOAD (PSF)I L/80 L/120 L/!BO ,L/240 LOAD (PSF)1 L/BO L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD <PSF)1 L/80 L/120 L/180 L/240 APRovAI10 19.00 I9A0 l. I6.57 Ill 2850 20.50 20.II 192n 2I52 2D9] 10 24.17 21724.L720 1501 1561 1501 13.95 20 19.61 19.24 17.49 I5.]4 20 20.77 20:7) 19.86 1876 20 2364 236a 2341 2311
'0 12.50 1250 I[.57 39
11.78 30 18.17 17.49 14,87 12.24 30 19,57 19.57 IB.21 16.55 30 22.57 22.57 21-0 2101
10.37�(-1097 0.97 B90 40 6.72 5.74 2.2a B.]a a0 8.36 8.36 6.55 4.34 40 2151 2151 20 Be 18.91
D 9.92 992 3.4a 6.22 50 1528 13.99 9.62 5.25 50 17,16 I].16 14.89 12.13 50 20.45 20.45 IB,88 1680 4C '
------+ 113 ?13 7.51 364 60 13.B4 12.2a 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.79 1979 1737 14.70 -1 O
i 7U U.52 85' S.58 1.07 70 12.A0 10.49 4.78 ]0 14,]5 14.25 1
1
.58 ].72 70 I8.33 18.33 15.86 12.59 L
1 BJ2 802 36a 80 095 8.7a 5 80 355 355 9.93 5.51 BO 126 726 Z G,
C3 a-2a
6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x I - LB EPS PANELS 6" x OA24 x 2 - LB EPS PANELS 6' x CI.C130 x 2 - LB EPS PANELS m cz c) v
(ALLOWABLE (LEAP, SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE (LEAP, SPAN CHARTS) EL co
o z a
rn� a-O
NET I MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET FLAX. ALLOWABLE SPAN (FT) NET MAX. ALLDWABLE SPAN (FT) O O LL 2�OY
ALLOWABLE _ ALLOWABLE ALLOWABLE ALLDWABLE 0 c Y O J n.
LOAD (FSF)I l/80 L/Ic"0 L/180 V240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)t L/80 L/120 L/180 L/240 LOAD (PS L400 L/120 L/I80 L/240 ?q y W Q o
IG 230C 21.2a 21.47 2085 10 24.OD 24.00 24.00 2342 10 2393 23.93 23.88 23.60 10 2a 00 2a 00 2a 00 238A C ,- ��-
20 18.06 IB.76 18.06 :8.06 20 23.1a 23.21 21.B2 2022 20 e3.20 23.20 23.03 22.46 2D 2365 27.65 23.34 22.8,1 F--U O O
30_ 15.13 15.13 15.13 15.13 30 22.10 2L63 19.a2 17.02 JO 22A7 �2)
.47 22.18 21.33 30 2294 22.94 2259 21.85 j C C O Z FL.-
a0 13.34 i334 73.34 13.34 a0 20.86 20.95 17.02 IJ.82 40 21.75 .]5 21.3J 20.20 a02222.23 2185 20 BS a p p50 12.10 1210 12.10 10.91 50 19.62 IB47 1462 10.62 50 21.02 02 20.49 19.07 50 2153 2153 21.10 1986 0) 011.1711.111.17 B.A3 60 18.38 16,89 12.22 7.42 60 20.29 29 19.64 17.94 60 20.82 21.12 20.36 18.87 -O(..) U.a Q
70. IOA4 10.44 10.30 5.95 ]0 17.14 15.30 9.82 4.22 ]0 19.57 19.57 113,19 1- 70 20,11 20,1t 1951 I7.B7 L1J� �
60 w 9.85 8.43 3.47 80 15.91 13.]2 ].n2 1.02 80 18.8a I8.84 17,94 15.68 BO 19.a0 19 n0 18.97 16.88 c} L O
U-
OFNF,tRALNC1rES. SEAL JOINT WITH
1• C(11r11)DSitO pnlll:l5 s11oIi I)O CUlltiilill'I(•(I IlSlllg IypC 30D3-['II S4 aYilIRi11U111 fACingS.I or 2 PCJr Ati'C'1Y1 C-578 cmpcntcr brandt:Y7S CONTINUOUS CAULKING
adhere it,a(omino n Bicings wish Ashland Chemical 2020D ISO grip.Pabricadon to be by L'lile panel products only in U �01MIFACJNGS
accordance with Approved fabrication roelhods. O O O000000 i d CHECKED:
I' Glitc.ro(,1 Ancls mni nninA 111-1 715 1in II cla,,V(cxt)sting and are NER-501 n,pnwad, ) O O O r (NECKED BY. D K
3. This specification has been designed and shall be Fabricated in accovdance)vidi the requirements or the Florida Building Code O n O {o CANE: AS SHOWN
5!"6'ditio6(FBC),compo ite panels comply with Chapter 7 Section 720.Chapter S Section$03,Class A interior finish,and OAT 2119/17
INT R 0 KIN,CROSS SECTION OPTIONAL 'I
Cluipier 2r Scei(OIl 260.0.All local IIIIII(illly codeAmendmentsAmendments Shall be ad11C1'Cd 10 a6 required -- GUUTTERTERO O 1
Q. I'he designer shalLdeteimine by accepted engineering practice the allowable loads forsite specilie load conditions(including DRIP cAP
I(#A(I:gmbinAlinns)usin+Ilu data from the Allowable lands hies and spans in d)is approval. SLOPE < M4X WIDTH INTERLOCKING Q•••` �CENS�e••.,
t, p pl P4MEL (1/a'/rT MIN SLOPE)
DeFCI'li(,n iinnil6 and alit"VablC Span hove been listed to nic`et FBC including the 1aVIi7,.•In I'IVI'i7,.,this produl•L Shall be Used O O V O OvO O� J S O- - No•4I�;'EON KI E.
m SIfn0lllrC6"Ant k)be considered living P.rcuc'per Section IG16 unless impact resistance in accordance 1n the I'IVI'I7.. DO DO-Op0�00 a EPS CORE LLB OR 2LB ODODO0O0 RA.R .NU 1�4
,I rl`glllt'(`Ii1C1113 01'C met.
O O,•O OHO On O O C
V O a 4 SSOCIAT:.
I (). Safety'fZtor,of 2.0 has been Use to.de\'Chop Allowable loads will spans front leslill!t In accordance to the Cillldeline5 for ALUMINUM BOTTOIA OO
.�' • AM 26BB7:�
A111minum Stri:9ures Pan I And conronns to the F13C Chapter 16 and 20. rA[WGS 000O Box)oD
TCa(ill a H(r conducted in accordance to.ASTNI[i72-05:Streogth'rest of PAlle.lS for Building Construction. I CLEAR SPAN(L) INSIDE TO INSIDE OO --O.H. 0�••• 6TATEiOPPa,FL 3���
RefcrCnce test I epens:IIP.TI-05-U88.11LT1.06-_104,11II'l-06-iOOii.I1f'I'l•06•_105.1111 H-06-2067,111 I'1-05-1002•111:H- o O
06-7!07,LIE.11-OS-1987.IIETI-06-2069.1101-O6-2070,IILTI-06-2071.IILTTI.05-1994.1IETI-05-1991,1IETI-OC+.-2D72, 30o tCs'•, LORIOP;���j�
ENGINEER Or RECORD TO PROVIDE o0O 36'MAX IN FRONT P. 25% S
I II''T'l•O6-20'13,1:11:11I 06.2074,1IFTI-05.1996,11F11-05-1989,1IF -(IS-1993,131.1i'l-OS-1!)85,I II:i I'1.05.1995.Id['fI-(IS• FOR ROOT CONNECTIONS& ADO THICKNESS Or oO0 Or PANEL VIDTH R SIDES NAL -25-15
{ SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O C
I 199(I.[1t:'n-u5...i 997,[1r:i1.05-'_O}7:Iit:TI•a5•zOz9,111?ri•o5-20d9,11f:'rl-D5-2n30,III:I I-O S-2O•t I,I'ih II.O S•2OQR.II['.I I- THIS OR ANY OTHER ENGINEER. PANEL SFAN� 00 (12-MAX 4i SIDES) /�NttN
0s2(13h,I IF:f l-OS-20?1,FIPa`I-115-203B.Ilti'I"I-OS-2U(5,FiiSrI-OS-2040,Iliil'I•US-2042.
9. L.iiAnr irlte;i:(dniic,u shall bcmllowt-d kir ligwre within the loblaS shown. Drawing No.-FL-1001
with!its i•cam3.sl:all be'eensidarcd"Lli('i lciit to similar partCls wilhout ton beams. Design prolessionals may include EPS ROOF PANEL/SPAN DESCRIPTION
` lha sU,_enittit orthe fan beam beam t, exceed;hshown f ores as ;n of site-s>e(:ifrc en•ineerin•�• SHEET 1 OF 1
CONTRACTOR:Master Craft A�lumtpn, - ....�• `s'i P:' ��\t 1 t!"�
DESIGN CRITERIA:
Appll able C d,R Options,and Standard, !'i• I
1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16 Structural Vl
De 0
Deign,Chapter20 Aluminum,and Chapter23Wood. 1 ; 1
21 AA ASM 35 and Specifications for Alumtoum Stmetures,Pari 1-A of the _ �:W v J-
Aluminum Design Manuel prepared by The Aluminm CO
u Association,Inc. - W
CONCEALED FASTENERS OR ATTACHMENTS
-G w +_ • z=
Washington,D.C.,2010 Edition and the Guide,to Aluminum Construction in high
windmean,2010. ARE THE RppE��SrypoNSIBILBrfOO�FnTHE
3.ASCS 7-10. _ 1e1RI11Y1 I�OF RfiINIBr ',�o•• ....�,,•••tilL�;
Wlad Load,
i1.Building Omupancy Category,Paragraph 1604.5 and Table 1604.5;Risk Category 1, �I p�O`\\\
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Buie Wind I PROFESS10NAL SEAL
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: -
3. VuLT."150 MPH.VAm-116 MPH g'.-3�"
4.Exposure Colegory,Pamgraph 1609.4.3: Exposure B
5.Building Category for Aluminum Structures,Paragraph 2002.6:Building Category
I-Carport:Non-Habltable,Uneogditia..d n
3X3X0.093 2X65M0 3X3X0.093
Roof Type POST a
1.RoofType MONOSLOPE 4TH WALL POST LL
LL
1.Roof Material:3"x 48"x 0 024"Elite Hill)Comaoslte Panel.1.0 densityloan FlaridoProduct Approval Number FL 7561-R3 _
3"X48•X0.024" n or w
Foundation Deslea •1 1 1 1,0 DENSITY FOAM ruyr��
., Existing concrete.No additional concrete footing or slab Is required to resist the COMPOSITE PANEL s1 _z Z 2 a
loads impos d by the p peps d comlruatian•f the abting flab is a minimum 4" Z BxQi
thickthickened slab edge and in sound condition,free from SS�J R
structural cracking,swaging,or other deterioration. .s,r' 3X3XO.093 EDGEMBEAM A-2 3X3X0.093 d F-d Pi
�erlfiratioaa POST POST H
The following specifications are applicable to this project: 2
I.All work shall be in accordance with the 5th Edition(2014)Florida Building Code,
and any other applicable local codes and regulations. 8"-6"�•—+F +f----�8�-6° (,j
2.Aluminum extrusions shall be 6005 TS Alloy.Due to quality control issues,no J
manufacturer substitution is acceptable without the specific written,signed and 3W-10" J x �I
sealed authorization of Sm—st Aluminum Engineering,LLC. _ &
3.Screen Material:Design based on IVI4 or2/20 Better View.Any other material 1-0 2• g s
must be approved. �• I
4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better - THESE PLANS AND AL{.PROPOSED WORK d LL+ tand�� �.
zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated Z 9�F��
stainless steel series"400". 3•xae•xo.oza• •ARE SUBJECT TO ANY CORRECTIONS z(DB S S
S.
AB Self Mating Beam Sections are to be stitched with either#14 screws 6'from COMPOSITE PANEL REQUIRED BY r{EL®{N§PECTORS THAT M z y
ends and 24"center to center or#12 screws 6"from ends and 12"center to center. Vyz p1 to W
6.Where concrete speciEcetivns—required,whether in the screen enclosure scope or #-- - �i".5,1'MAY%NECESSARIi{�l ORDER-TO tr,
not,by one or more regulatory agency,the following specifications are applicable: I �)q�p®�8
e.Concrete shall conform to ASTM C94 for the following components: 2X3K.B. Ul/M LI•.WIII� 6L PYf��!giAEd�t+l✓AlD ei, g
is Portland Cement Type l;ASTM C 150 - -
iL Aggregate-Large Aggregate3i4"max-ASTM C 33 (TYP) A-2
di. Air entraining+1-1%-ASTM C 260 sj
iv.Water reducing agent-ASTM C 494 up UU0.093 3X3XD.093 3X3XO.093 3X3X0.093
v.Clem able water POST POST POST POST far
vi. Other admixtures not permitted N HPPQ
b.Metal accessories shell conform to: H
i.R-inf..ing Bars-ASTM A615,9md.60 W G
ii.Weldcd wire fabric-ASTM A185
c.Concrete slump at discharge'chuto not less than 3"or more thmr 5".Water O w s
add after hatching is not permitted. _ d V
ed
d.Prepare and place conereteper American COncretelrutimte Manuel of A 2 5�
Lit
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. J
e.Moist cure or polyethylene curing permitted. 10"-7 • 10�-7j" 8�-7• u1 N m
tE
E Prier to placing concrete,treat the entire subsurface area for termite in 2 Mncompliance with the FBC. 3• 3• 3• 3• CL ��afi
g.Concrete shall be placed over a polyethylene vapor barrier,
h.All aluminum components embedded within concrete shall be mated with a �\ DRAWN BY
bituminous paint or epoxy, ''1 TP
7.All flashing and wemherpmofing shall be provided by the contractor. � I
8.Door location shall be determined by contractor to the field. ST.LLIC�'f'CL- TY 7+IJI1?lr`('-nI`+7SION DATE DRAWN
9.Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee. BSVIF�VPDFOR y4yiPLl;a:�l=z 02/15117
REVIEW /Y b' REVISION
DATE.
PLANS AND PERHiIT I1fUST BE KEPT 0'N dv- r
Ca NO INSPECTION\MILL BE�N:: Z'
SHEET NO:
A-1
I .
ALUMRYUM MEMBERS DIIPIEN'DNS (�• \\`1)) I I,J///////
HOLCAW SECTIONS •' •I
2x2:1"x2"x0.046" _
2x3:2"x3"z0.050"
2x4:2"x4".0.050" �f o ( O O•'. J
2xs:2"x S'xo.OSO•' '- +0 1.D w 51 Q
OPEN BACKSECTTONS o
O"•LL v Q L•• Z y
I x2:1"x2"x0,040"
N', z ^'
1 x3:1"x3^x0.045^ �•. ..\V .•' Cs�:
(4)N14 x 47W SMS WI
NEOPRENEFACED
SNAP SECTIONS WASHER EA PANEL %// '• •O����
2 x 2 snap:2"x2"x0.045" I )
2 x3 Snap:2"x3"x 0.050" //11 4II P1%%
2 x 4 Snap:2"x 4"x 0.045" I I v.X. e- "'
3'x3"x0A93° 1�A L �.T PRO FE SIONAISEAL
POST---,,,
SELF MATING i. I I Ay��,r f. ,y�;a•Sn. �. ,:
2%4 SMB:2"x4•'x0.044"x0.100" •T :a` ah '_I' +•`.3• -•'
2x5 SNM 2"x5"x0.050"x0.100"
j 2x6SMB:2"x6"x0.050•'x0.120" ._ I I _
3'COMPOSITE PANEL
zx7 SUM:z"x7^xaos7^xo.tzo^ I � D;
2%B SMB:2"%8"0.072•'x0.124" I I 1°+2"x rx7/B"ALUMANGLE 3"xO.062"ALUM O D! b 4
2x9SMB:2"%9"x0.072"x0.124" EA(H SIDE OF UPRIGHT RECEIVING CHANNEL LL cJ d
W/(1I 31W DIA x 3'•CONCRETE Dlk
2xIOSMB:2"x IO"x0.092"x0.398'• I I BOTTOM
AS TOP AND THRU BOO d'
I I ANCHORS INTO CONCRETE BOTTOM AS END CAP TMRU BOLTS
MINIMUM FASTENER EWE DISTANCE:I2" AND(2)3re'x a'THRu eolis O
eS a ei
MINIMUM FASTENER SPACBJG:3/4° 2^x6"sMe W y 3
CONCRETE SCREW ANCHOR: d+ d I 3•x3'xaow W
SIMPSON TITEN HD OR EQUIVALENT 1° POSTID
SHEET METAL SCREWS ISMS), ^L Z
ITW/BUHAEX OR EQUIVALENT .. Lu d �d
F7.
M
B 3"x T'POST TO DECK CONNECTION DETAILS S COMPOSITE ROOF TO POST CONNECTION �
SCALE.NTS d
A-2 A_2 BCALEt NTB '�
trim
o za
z0 `�
T COMP ROOF PANEL SELF-MATING BEAM
.';•ham• M " c>. ry
FLASHING 1
I a.
I �
3"COMPOSRE 12" I
ROOF PANEL
I O Z E
1
J
(4)W4X47/6'SMS W! ///��1� � I �W Z N N �
NEOPRENEFACED E%16TN0�1
WASHER EA PANEL
BUILDING/ j i 0 Z u)
Txrx0.030• ) UPRIGHT 1 a I
(3)TV DIN, KNEE BRACE 1 I
THRO BOLTS
• I I DRAWN BY
2"x 0'6MB I TP
11R°x21lB"X 11R'x 6.
rxrP05T I i 0. 2'N ELM
i DATE DRAWN
RECEMNO NG CHAN NEL R9(3) D,L15117
(3)/12x3
M1(3)012 SMS FACES
+d°I NfOP05T I REVISION
I
i S-1 COMP.ROOF TO POST 4TH WALL DETAIL S-2 KNEE BRACE CONNECTION DETAIL
SCALE:NT9 A-" $GALE:NTS SHEET NO.
!1 G A-2