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. ��� <br /> Lumber design values are in accordance with ANSI/TPI 1 section 6.3 <br /> These truss designs rely on lumber values established by others. <br /> M iTe k� <br /> RE: 87944837- MiTek USA, Inc. '� <br /> Site Information: 6904 Parke East Blvd. <br /> Customer Info: HIGHLAND HOLDINGS INC Project Name: 3/3 SILVERADO Modelam������1�-�15 <br /> LoUBlock: 3 Subdivision: SILVERADO <br /> Address: 36200 SHADY BLUFF LP <br /> City: ZEPHYRHILLS State: FL <br /> Name Address and License#of Structural Engineer of Record, If there is one,for the building. ' <br /> Name: License#: <br /> Address: <br /> City: State: <br /> General Truss Engineering Criteria �Design Loads (Individual Truss Design Drawings Show Special <br /> Loading Conditions): <br /> Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 <br /> Wind Code: ASCE 7-10 Wind Speed: 140 mph <br /> Roof Load: 37.0 psf Floor Load: N/A psf I <br /> This package includes 23 individual, dated Truss Design Drawings and 0 Additional Drawings. � <br /> With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet <br /> conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. <br /> No. Seal# Truss Name Date No. Seal# ITruss Name Date <br /> 1 T7593583 A01 11/2/015 18 T7593600 EJ7 11/2/015 <br /> �2 �T7593584 �A�2 �11/2/015 �19 �T7593601 �EJ7A �11/2/015 � <br /> �3 �T7593585 �A03 �11/2/015 �20 �T7593602 �EJ64 �11/2/015 � <br /> �4 �T7593586 �A04 �11/2/015 �21 �T7593603 �HJ7 � 11/2/015 � <br /> �5 �T7593587 �A05 �11/2/015 I 22 �T7593604 �HJ7A �11/2/015 � <br /> �6 �T7593588 �A06 �11/2/015 �23 �T7593605 �HJ64 � 11/2/015 � <br /> �7 �T7593589 �A07 �11/2/015 � <br /> �8 �T7593590 �A08 �11/2/015 � <br /> �9 �T7593591 �B�1B �11/2/015 � <br /> �10 �T7593592 �g�3 �11/2/015 � <br /> �11 �T7593593 �B04 �11/2/015 � <br /> �12 �T7593594 �C01 �11/2/015 � <br /> �13 �T7593595 �CO2 �11/2/015 � <br /> �14 �T7593596 I C�� �11/2/015 � <br /> �15 �T7593597 �CJ3 �11/2/015 � <br /> �16 �T7593598 �CJ5 �11/2/015 � <br /> �17__1T7593599 �CJSS �11/2/015 � <br /> The truss drawing(s)referenced above have been prepared by MiTek ����������°1/j0�i�� I <br />, Industries,Inc.under my direct supervision based on the parameters ��`� PS A' q �� � <br /> O� �e �� <br /> provided by ProBuild East(Plant City,FL). `v`,��,.��C E N 5�.;9,�,����' <br /> Truss Design Engineer's Name: A l bani, T homas � , o � � <br /> My license renewal date for the state of Florida is February 28,2017. _ * a <br /> IMPORTANT NOTE:Truss Engineer's responsibility is solely for �9�, STATE O F .��� <br /> design of individual trusses based upon design parameters shown :O •. <v: <br /> on referenced truss drawings. Parameters have not been verified �'�,��`5;��.0 R 1�P'������ <br /> for fi epre errence�only and h s nolt beeln u ed in paelpar g des gns ��'O�S;�NA�E�.�`�� <br /> Suitability of truss designs for any particular building is the ThomasAAlhanlPENo.39380 <br /> responsibility of the building designer, not the Truss Engineer, MRekUSA,Inc.RCert6634 ', <br /> 6904 Parke East Btvd.Tampa R 33610 <br /> per ANSI/TPI-1, Chapter 2. �ate: <br /> November 2,2015 <br /> Albani,Thomas 1 of 1 <br />