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1301-8' <br />1370 - ST. CROIX 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 - ST. CROIX 1371 - ST. CROIX <br />ROOF FRAMING PLAN <br />SCALE : 3/1(o' = 1'-0' <br />2-PLY PRE-ENGINEERED GIRDER WEND <br />GRAIN BEARING:, 2 x 6 WEB MIN. <br />PRE-ENGINEERED WOOD TRUSS <br />1/2' x 1' WEDGE ANCHOR (MIN, SHEAR = 134011) <br />NOTE: STAGGER ANCHORS FROM OPPOSITE <br />NOTE <br />-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL A/512 FOR MASONRY STEPS DIMENSION. <br />GIRDER @ PARTYWALL <br />SCALE : N,T.S. <br />KLE63 W rOP <br />FLANGE HANGER <br />W-V AFF. <br />Moo KLEG3) GRAVITY CAPACITY <br />113200 LIPLFT CAPACITY : 48350 <br />1-4' AFF. r 1 <br />5CHEMATIC CNLLi'. <br />SEE TRUSS PROFILE FOR ACTUAL TRUSS. <br />RAISED HEEL TRUSS SECTION <br />SCALE : N.T.S. <br />IRS FRAMW NOiE°i <br />CIRCLED NOTES ARE KEYED TO PLAN <br />t ARCWTEC1URAL BACIMW OF 11•E LM BELOW 19 <br />SW M FOR REFEtOa ONLT. <br />2. P1.111'M FDMS H HIDDEN LIES REPRESENT aid <br />FLOOR PLUMBING FIXAIFtES. <br />3. CONECTK1Iki PER Sh1PBOUW CATALOG (LATEST <br />EDRION) CONTACT ENGMR FOR ALTERNATE <br />CCNECTICIE. <br />4. F'FIf-ENGMM WOOD TRUSSES SPACED o 24' O/C <br />TYPICAL, WA NOTED OTIERIUSE, <br />5, SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL <br />ROOF tFORMATION. <br />6. TRIM TO TM ATTAGW PER TRW MMNIFACIURER <br />(UNO) <br />1. UPLIFT VALUES S M ARE CALCU-ATED BASED CN <br />CAJSERVATW APMWAC44 AND CAN BE DIFFEfW <br />FROM TRA MANFACiIJIM VALUES <br />8, F TIE C0161 CiOR TRUSS MANFACTLIRER OR OD ER <br />DESIGN FROFESSM& REVISE 11E Wal WORUTiOR <br />DAWSCO ENGIEER WA LLC IS FMMD TO F EM ALL <br />FNAL CONSTRICTION DOCJt1kNfS FOR CCIMPLIANCE WIN <br />DESIGN Nat PRIOR TO C DMW OF TIE <br />PROJECT. <br />BLOCK WALL • I1'-4' AFF. <br />BLOCK 0.ALL • V-0' AFF. <br />BLOCK TALL • IB'-8' AFF. <br />M1*aCN <br />QTY <br />CONNECTIM <br />FASTENER50 <br />CAPACITY <br />I <br />FIER cow <br />WA20 <br />1 <br />165 <br />WIN x 1112' <br />RTA20 <br />2 <br />3230 <br />20-IL1d x 10, <br />TI'" <br />1 <br />%2 <br />6-10d x 11,2' 4 (6) <br />3/16' X 2 IA' lap=o <br />KLEG3 <br />1 <br />WS <br />(2) W' dia, a301 <br />fU' # bob Ito <br />ghW 4 (4) 3/4' dia. <br />a301 Umugh bob <br />kw aaaorry mall <br />4JS26 1 PA I 20-16d <br />RT16 I 1030 I 16-8d x i IR' <br />DUPLEX NAU.S ARE No. a WE GAUGE (0Jb2' DW`ETEW <br />AND 3 In' LCNG, MAU HEADED NAILS. <br />5C: 1310/1311 - 5T. CROiX <br />5: 1530 - 51E5TA KEY <br />M-- 1531 - MARTINIQUE <br />5J: 1529 - 5T. JOHN <br />DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />i <br />O <br />N <br />Z <br />O s <br />IN <br />Ln M <br />5 O <br />z <br />o< � <br />aW�o► <br />QQH� <br />zQ <br />n <br />z C9 <br />w <br />O <br />J to <br />mi <br />Ln <br />to <br />V) <br />L<L1 u <br />O U <br />_ <br />Z <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />"C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT=30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />2011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />2011-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC ANDTHE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />09-29-09 1.00 2007 FBC UPDTATES <br />01 13-11 2.00 ADDED UNiT <br />1529 ST. JOHN <br />07 12 11 2.01 HANGER CONN. AT <br />FLOOR TRUSSES <br />VERSION NO 2.01 / 07.12.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />❑ IRWIN J. BENSON, <br />P.E. #49758 <br />EN%IRE SEAL: <br />* � l z � f •�/��a <br />\ • a��•�T �i-��,•�r Y�Y��, <br />3 <br />.r <br />}, <br />T E ( ' <br />tL Z_Qw <br />` <br />� •a.• • bU fs <br />�+►�°��10Q�� :n$#ET TITLE: <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: <br />310623 <br />DATE ISSUED: <br />07.19.11 <br />DRAWN BY: <br />DZ/LV <br />REVIEWED BY: <br />TH <br />S2,02� <br />00 <br />0 <br />0 <br />I <br />`ram <br />V <br />I <br />0 <br />("M) <br />'r- <br />L i <br />r- <br />7/2 G % <br />