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1702 ATLANTIC BEACH DR - TRUSSES Building Component Supply, Inc. 4627 J.P. Hall Blvd. Suite 208 , ■ B Green Cove Springs, FL 32043 , /~ Tel: (904) 297-9390 BUILDING CONPONENI SUPPLY,INC. Re : 8959T0 Date: 01/19/16 Site Information: Project Customer:Toll Brothers Model Name :Captiva Lot/Block: 081 Subdivision :Atlantic Beach Country Club Elevation :Caribbean Site Address: 1702 Atlantic Beach Drive Atlantic Beach St: FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Lou Pontigo&Assoc. -Lou Pontigo P.E. License#: 53311 Address: 420 Osceola Avenue , Jacksonville Beach, FL 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: 7.62 Apr 30 2015 Roof Load: 40.0 psf Floor Load: 55.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph This package includes 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No Date Truss ID# Seal# I No. Date Truss 104 Seal# No. Date Truss ID# Seal# 1 01106/16 F01 A0088878 20 01/06/16 PB01 A0088897 39 01/18/16 T18 A0088916 2 01/06/16 F02 A0088879 21 01/06/16 PB02 A0088898 40 01/18/16 T19 A0088917 3 01106/16 F03 A0088880 22 01/06/16 101 A0088899 41 01/18/16 T20 A0088918 4 01/06/16 F04 A0088881 23 01/06/16 T02 A0088900 42 01/13/16 T21 A0088919 5 01/13/16 F05 A0088882 24 01/06/16 103 A0088901 43 01/13/16 T22 A0088920 6 01/13/16 F06 A0088883 25 01/06/16 T04 A0088902 44 01/13/16 T23 A0088921 7 01/13/16 F07 A0088884 26 01/06/16 105 A0088903 45 01/13/16 T24 A0088922 8 01/13/16 F08 A0088885 27 01/06/16 TO6 A0088904 46 01/13/16 T25 A0088923 9 01/13/16 F09 A0088886 28 01/06/16 T07 A0088905 47 01/07/16 T26 A0088924 10 01/13/16 F10 A0088887 29 01/06/16 108 A0088906 48 01/07/16 127 A0088925 11 01/13/16 F11 A0088888 30 01/06/16 109 A0088907 49 01/07/16 T28 A0088926 12 01/13/16 F12 A0088889 31 01/06/16 T10 A0088908 50 01/07/16 T29 A0088927 13 01/13/16 F13 A0088890 32 01/06/16 T11 A0088909 51 01/13/16 _ 130 A0088928 14 01/07/16 FG01 A0088891 33 01/06/16 T12 A0088910 52 01/07/16 T31 A0088929 15 01/07/16 FG02 A0088892 34 01/06/16 T13 A0088911 53 01/07/16 T32 A0088930 16 01/13/16 FT01 A0088893 35 01/06/16 T14 A0088912 54 01/13/16 T33 A0088931 17 01/13/16 FT02 A0088894 36 01/06/16 T15 A0088913 55 01/07/16 T34 A0088932 18 01/18/16 GEB01 A0088895 37 01/18/16 T16 A0088914 56 01/07/16 T35 A0088933 19 01/18/16 GEB02 A0088896 38 01/18/16 T17 A0088915 57 01/07/16 T36 A0088934 The truss drawing(s)referenced above have been prepared by MiTek Truss Design Engineer's Name:Julius Lee,PE Industries, Inc.under my direct supervision based on the parameters My license renewal date for the state of Florida is February 28,2017. provided by Building Component Suppy,Inc.in Green Cove Springs,FL. \\\�11{1111)r//// Note:The seal on these drawings indicate acceptance of \\\" \N3S , Si(; ',i� professional engineering responsibility solely for the truss \ .J�'•. ��t;ENgF••.�� % components shown.The suitability and use of this component for any particular building is the responsiblity of the building 1/19/2016 - * • , o i 4869 • * desinger,per ANSI/TPI-1 Section 2. r_ I / _ I Cam•• ., Z1- /11/111111\ 1109 COASTAL BAY Page 1 of 2 BOYNTON BEACH,FL 33435 BCS BUILDING COMPONENT EUPPLY, INC. C� 4627 JP HALL BLVD. SUITE 208 `�' GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 0 F: 904.529. 1406 O BEARING HEIGHTS .lO 1 O' 1 1 /811 ///// 1 21- 1 1 /81 �������� 2 O' - 711 SECOND FLOOR LAYOUT S GALE: NTS THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult"Bracing of Wood Trusses"available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/16 TOLL CLIENT BROTHERS ATLANTIC BEACH SUBDIVISION HERITAGE MODEL CAPTIVA ELEVATION CLASSIC DRAWN BY LOT # RAS DATE FIRST FLOOR LAYOUT 081 1 01 /18/201 6 SCALE: NTS V REF # 8959 "' 2101 1 III 12 all ' E E P 4 '' : ' • I . 4 VI Int '-W * .11-e °°°m ..., 711110 I ELAti P 'I' a : a-1- - , -. . . . . -, ... a, p. . .,' 1"-. H I Ai , . il !H!IIII -- IIIU .„ i 1 � a 4-, . _.......a............. III. 1 ii, ______________........._.____ , ■■■ 11111110•• RY IL P1H1U1ILNI _. . CI UIH_I 11 1111111 1 . . . . - - In= ,, 1 741140 Prodwfa r 110 length _ Product Pies NM 8ryI Floor Tr ss retor Rod-Truss Connector List Ft301 9-07-12 _--1314'x 16'VERSA LANG 2 2 I _Penal Product 6ty Menuf Piodud I -- -- - - USP MSR422 4 USP J11521 1