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14-15368
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14-15368
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Last modified
6/23/2015 1:37:29 PM
Creation date
6/23/2015 1:37:28 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15368
Building Department - Name
GRAVES,TINA
Address
38906 6TH AVE
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, 357.-498-7852 10•59:28 a.m. 05-11-2012 3/5 <br /> . ��� `' ; <br /> � <br /> �'orcc�ngit�eering&Testzng Ittc. <br /> l9�iU R;xmblc�ti•aUd Dric-c <br /> T�Iunrlrle�Z?i 7733ti i <br /> Compt�ance Statement: The pradcrct as descrl6ed fn ttiEs report has dem�nstrated camp!(anca wl�h the <br /> Fbrida Bulld(ng Code 2010,5ectians 1504.3,�,1504.7. <br /> product Description: TufF Rlb,�;"Rib R�of'Pane(,Mln.Z9 Ga,Steel,3fi"Wide;throttgh fastened roof <br /> ' panel over 1x4 wood purllns over one layer of asphalt sMngles (optianalf�over <br /> min.7f 16"058 or 15J32"P#ywood decking.IVan-Struct[aral Applica#1on, <br /> i <br /> Aai�el MaCerial/Standards: Niaterlal: Minimum 29 Ga.Sfieel,ASTM A792 or A57M A653�9Q conforming ko <br /> Florida 6uilding Cade 2010 5ectiQn 1507,4:3. Paint flnish optlonal. . <br /> Ylefd Strength: Mln.BQ.O ksl <br /> Carrnslon Resistance:Pane(Material shatf complywit6 F(arfda Building Cade <br /> 2010,Sectlon 1507.4.3. <br /> i <br /> Panel Ulmensinn(s): Thfckness: 0.014"mfn.; <br /> UVidth: 36„ � <br /> ' � Rfb Height: l"rnajor r96:at 9"O.C. <br /> , pa�el Rallformer: MRS Metai�ollforming Systems <br /> i <br /> Panel Fastener: �9-15 x 1-1/2"HWH Waadgrip with sealingwashing or approved equal <br /> 'l."minl�rcum penetretlon thraugh plywood <br /> � Carrosian Resiskance:Per Florida Buflding Code 2q10,SecClon 15q6.6,15Q7 4.4 <br /> Substrate Description: Min,lxq No.2 5YP wood puriin�'s aver maximum ane layer oFasphalt shingles <br /> (optional)over mfn.7/16"O58 ar min.15/3Z"th(ck oversuppo,rts at maximum <br /> i 24"O.C. The].x4 woad.purllns sha(1 be fastened Yo the w�ad t��ters(24"t�.C. <br /> ' Max)with(2�9 x 2 Y�'peck 5crews per raRer(Minlmum 17/8"embedrnent Inta <br /> - wood rafter}. Deslgn of ix4 wdad purlins,058,glywaad and OS8/plywoad <br /> supports are outside the scope of this evaluation. Must be deslgned fi <br /> accordance�v/Flprida 6uilding'Code Z010. <br /> peslgn Uplift Pressures; <br /> Tabfe"A" <br /> Maxlmum 7otal Upllk Design Pressure: 101.0 psf <br /> fasterserPatkem: ; 9"-9"-4"-9° <br /> Fastener 5pacing:. . 24°O.C. <br /> *�estgn Pressure lncludes a Saiety factor=2.0. <br /> - ���*��«�r ra����` <br /> �� i��E•:� t� �: <br /> � � � �- . a r <br /> , 4�``~�� 4 s� N S�{,af'� <br /> . xv,' ,rt. . <br /> �, `,�. �.�.� � �,�`�, �f�'. <br /> t. � � (�,,� �., <br /> �, �p ��� •��.....-,, <br />- � � �2a,, ..� <br /> ' � ''�' S7A'T�bF ,'��� <br /> - ` '��'4+ F�aRI'�� �,4`ti~ <br /> = :��, p F ' •'�y,. � <br /> rup.r'tirr d`�r S j`'.... ��(i,,�ti. <br /> `J�f�Jlllflt 1;1 <br /> FL#7]651.27 R] February 22, 2012 <br />
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