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Davita Zephyrhills Dialysis at 36819 Eiland Blvd Zephyrhills WINDDESIGNCRITERIA <br /> 10/8/2013 Wind Velocity ult (mph) 140 <br /> Nominal desing wind speed 108.44 <br /> C0011ECLOf ODtIO�S Exposure Category � <br /> Option Amount Type <br /> a 14 3/8"x 1-1/4"Embed.Sleeve Mchor into concrete,block,brick Component/Cladding Pressure(psf) sz.za <br /> b 1a 3/8"Standard Grade All thread rods with 1"dia washers each side Corrosion res. <br /> c 2a 3/8"Toggle Bolt into 1/2"Piywood sheathing Wind Load Area(Max.):f �o <br /> d Sign Weight(Max.) Ibs 400 <br /> e <br /> EQUALLY SPACE THE ABOVE SELECTED CONNECTORS ON THE TOP AND BOTTOM OF RACEWAY <br /> '_. ""'r .+ <br /> 3rct319 EilrnQ 6i <br /> 22425" Zepny.tiris,F� <br /> 1�.p" Photo Gell <br /> �.— <br /> O ti <br /> � N N ► i+a,rs,� in <br /> ¢ � �/AI 1 � � `_6 f` <br /> � <br /> �3/16"Acrylic <br /> }rr ._. "..._ J,.eurr r.m�ap I '� �i`�'I <br /> �I"i-" 31�G'Pr. wn�, <br /> y�c=x.e <br /> .ron,=.ax uu,f 4 <br /> .c,umru�Cnarne'Lrtce• --� p,�„y,,, <br /> f"'� hli.:<..=.0 :N`4n�r— —� Tjae. <br /> l'� <br /> _xc6fna�Swt.cA yp�„ <br /> 9.�y_�nc�.,nY 1 <br /> w�t.FinatMe=en�cecau_- � � <br /> � a ��u� Lav,Jult�y:l c L' Ne�t�al <br /> �I � �_'"1.1��IH.Q°LJSO1��s—'*• • r Tranai_-mv <br /> � - nDJIIG <br /> � � � , . � • ' � t 'N�I}ichwn <br /> i I/��"Drai^Mcme — (u W.�-m .n <br /> +`� \, r <br /> ALL CONSTRUCTION PLANS SHALL <br /> � CONFORM TO THE LATEST EDITION <br /> OF THE FLA.BLDG.AND NEC CODE. <br /> I HEREBY CERTIF1'THAT THIS SIGN <br /> MATERIALS OF CONSTRUCTION(UNLESS OTHERWISE NOTED) <br /> 793G pr;iur.f�r..ti iid MEETS THE REQ.OF CHAPTER 16 <br /> aa Structural steel shall be a min a36 F}r36 ksi Lake�nd.FL'3:3M'1 OF THE 2010 FLORIDA BUILDING CODE <br /> b Structural steel tubing shall be A-5000,Grade B,Fy=46 ksi �S�>�A4.,147� f.3x FiAt 3F7. <br /> c Struc[ural alummum Nbmg shall be 6053,60(1,or eqmvalen[,Fv=20 ksi mm. <br /> d. Structural piping shall be A-53,Grade B,Type E of S Fy=35 ksi `, � � � � ��' <br /> e Mchor bolts shall be A-307 \� �/ <br /> ��� `. ST����� Notvalidwithoutanorigional <br /> f. Connection bolts shall be A-325 \ <br /> ♦ � <br /> � �. � �""•. / / signature <br /> g Rebar shall be Grade 60 � ••�G E N • �` � <br /> tS�• � <br /> h Concrete shall be 2500 psi � � � <br /> i. All welds min E70-I/4" � <br /> *Sign data and calculation on back of this sheet apply. � * : No. 50658 •: * — <br /> - * � ,o-a��3 <br /> 'This certificat�on includes the calculations shown on back side of this page. � •� STATE OF ��(,�. � ART S EL,P.E.t150658 C.A.27473 <br /> �CONTRACTORTOVERIFYANDABIDFBYALLINSTALLATIONSPEGFICATIONS. �i���•� ��^�'OP.. : /,_� � STIRELENGINEERING&CONST.,INC. <br /> vr[ �v � <br /> Discloimer These engineered colculotions onty appty to the mounting connedors shown above •.., . <br /> �� �S� ••�• ��('�'� � 317 W.HIGHLAND DR.k101 <br /> (no electrical,etc.J.All dimensions and properties have been provided and certijed �/ S/OA'A •�\�T`� \ <br /> �Vry l, �\ IAKELAND,FL 33813 <br /> by the dient.All weather exposed material musf be corrosian resistant. '�//� � � ��\� PHONE(863�607-0455 <br />