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<br /> �E��; � AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS
<br /> •• 3119 Queen Palm Dr. N
<br /> ���� �. Tampa,FL 33619 $ D Q K 1 M
<br /> SUPPIY� /'�� {813}242-6104 F �� � &AS50CIATEB. LLC
<br /> � � M CGINSULTIN6
<br /> ,.°^, STRUGTURAL
<br /> � � ° �Y �g��� N ENGINEEF2S
<br /> LOCK PANELS TO IN37ALL /� ��
<br /> FO BOX i00�9
<br /> Tampa,FL33$79
<br /> Tol:(813)3741r327
<br /> Fnr:(B73)374-0322
<br /> S PoB5 PER PANfl.EGWLLI'SPA[:m
<br /> Rarmam Descrlllon
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<br /> PRUDUC APPROVAL DETAILSt °
<br /> • HLDG COUE: 20I0 FIARIDA BUILDIN6 CODE SPAN TABLES:OPEN STRUCTURE3(ftl
<br /> • )tVHZ: NOTFORUSHINHYHZ �
<br /> Ex sure B Ex osuro C �
<br /> • LIMITS OF USE: POR PATIO USE ONLY. =U1
<br /> -CARPORTS Panei Thickneas Panei 7hickness �tt
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<br /> -SUNROM s� ��m��d�'�n Design Preasure(ps� .��� U��@��n pesign Pressure(ps� �; �p
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<br /> -CANOPIES 4.p2q• p.p3p� 0.424° 4.430• V} O�
<br /> -OTHERSiMILAA MINORSTRUCRJRES LL�
<br /> Wind S ' �:-e i ''"�a�? W(nd S � ' � . � w
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<br /> • THIS PRODUCT EVALUATION DOCUMENT IS LiMITL�D IN SCOPE AND MAY NOT BE USED 2one m h t�✓? r' ,;,,,s r.u-,�,��:� 'e�,i;�'s� aww 20fIQ M h _. , . - g W U�
<br /> FOR SlTE CQNDIT10N5 WHICH UO NOT MEET ALL REQU(REMEN'IS OF T}i1S PRODUCf 1'IQ 18•4 12.72 15.10' 114 22.2 1 i.95 14.99 I � �a�
<br /> APPROYAL.THISPRQI)UCTAPPROVALT3QCUMEN7DQESNdTPROVIDEINFORMAI'tON 128 25.2 12.12 1$.ii� 920 25.0 t1.50 14.65
<br /> FOR A SPECIFIC SITE DESiGN.FOR SITE CONIDITIONS DIFFERENT FROM?HE CONDITIONS 130 24,8 11,lS2 14.68 730 30.0 10.98 13.80 � � p p`[,U
<br /> P&TAILED HEREIN,A GCENSEU DESIGN PROFESSfONAL SHALL PREPARE SITE SPECTFIC 140 28.8 11,12 13.98 140 34.8 10.30 13.09 E Q �pj�
<br /> DOCUMENTS FOR USB 1N CON)UNCfION WITH THIS APPROVAI.. ��p 33.4 ip.$5 13.38 160 3$.9 9.63 12.35 a d �a rq
<br /> 16d 37.$ 9.92 12.$B 184 '�.4 H.66 1i.23 Z � �p a
<br /> Notes: 'span limited by PBC deFlection limits J W ��Z
<br /> 1. Aluminwn roof paacla shel!6e of alwninum elloy 3105-H]or approved equal. U � ���
<br /> 2. Product matecia4s confo=m io ASTM B2Q9. muxrca ar. om
<br /> 3. ntl insiae bend rea�i are o.oa���less ou�e�..-�se notee. SPAN TABLES•ENCLOSED IAI7ACHED187RUCTURES SH�eo ar: �sHOwr+
<br /> 4. Stavdard Maaufacnuing Tolerances:
<br /> Drmeasion+t-O.00S °R� y���a
<br /> Radius+t-.6D5 E aureB E u[ttC
<br /> Angte+/-1°
<br /> 5. All product padocmanoc specificarions and coasWcfion requircmentv shaU be engineered by a Panel Thlelmeas Panel 7lfleknesa
<br /> licensed design pmfessional ia aceordTnce wiW ihe Afuminum Drsign Manuat,Spec fcations& Uftitt�at8 D¢81gt1 ���8�n�g�9n
<br /> Guidettnesjordtumiaum SYrucrures,A'arhtngron,DC,for wiad nesistaacu in coafaanance io VYitid SpBCd ���P���t� Wifld SpBBd ��g�Pf8S8U�a{pst} 00 YEON KIM,P.E.
<br /> � FHC Chapter 16 for Componentv and Ciedding Loads,ASCE 7-10 Chapter 30 for Roo[ FL0.REG.NOMBE849497
<br /> Companents and Claddiag for Euclosed and Opan Stcucnnes.Ellecave arca for wind load 0.024' 0.030' 0.024° 0.030'
<br /> calcualtioas based on 36 s.feet absolute vaiue of eontmlG desi ressure is showa on s WIRd SpCed r� ,.�; �k„�.g,;� �,�' Wi�d 5p1.'ed , • _ oo KiM 6 nssocwTes,uc
<br /> I 9 ( nB SIlP P� �'=-�_' , , cnazasar
<br /> I hables} ZOAe m ,r_.��;?�'"�d.. ._ :�it.,a�+�!i�5i� .� ZOFtB ht h � - eoeox�aoae
<br /> 6. Spsn schedula shaw meximum roof pauel spans behvern supports. 110 19.0 12,59 75.10' 110 23.0 11.82 14.89 TB'^�•Fl-��9
<br /> I 7. MeanroofheightoFswctweshallnotezceedlSCcetebovegrade.SpanWbtesforopen 120 �•s ���g9 14.44 12p 2r�� 11.27 14.25 �a„F,o',`����,`„�
<br /> aWetures basod on 5°a�.roof slope.Span tab3es for caeloeed swcnaes bssed on 27°mac 13p 28.5 11.35 14.3g 134 32•1 10•B7 .7i3.q9 ��4Y;'t'�'��
<br /> mofstope. 140 30.8 10.85 13.66 140 37.3 9.95 IZ.7� `�yjYJ�� ��.�,
<br /> 8. Max.spaa detlec�on IimiW60. �$� 35.3 10.23 73.p1 15t1 427 9.30 12.00
<br /> 9. Fach roof pmnel s6a11 bc cunnected per design professional's iastructlons,hut shall have min.of �� q0,2 g,69 1Z.31 180 48�6 7.80 14.31
<br /> d (3}fkiZx�r TEIC screws(co:rasion icsisdnt pec FBC Section 1505)at eaeh supportpoint wt Drawing No.-144316
<br /> mizzf.)¢"thiok,bQS3-T6 aluminum base metaL �spatt Iimited by FBC dei2cction limits
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