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SVR Lot 1 Block 2 <br />1/2" DRYWALL <br />3/4" T & G PLYWOOD <br />NAILED & GLUED TO <br />TRUSS QHORDS. <br />NAIL W 8-d NAILS AT <br />12" 0 C <br />2ND FLR LINE <br />in <br />U ~ - <br />2 X 4 NAILERS <br />0 o TYP. BETWEEN <br />O TRUSS CHORDS. <br />m U <br />m� <br />w; a <br />BOTTOM CHORD <br />OF TRUSS — <br />SECOND <br />7/16" O.S.B. DRAFTSTOP <br />NAILED TO FACE OF <br />WEB BOTTOM CHORD: <br />SPACE AT 400 SF AREAS <br />OF SECOND FLOOR <br />VING AREA <br />3/4" T&G <br />FLOOR DECK / <br />TRUSS BOTTOM <br />CHORD <br />R <br />ROOF SHINGLES <br />12 <br />(TYP) VARIES (SEE <br />7/16" APA RATED SHEATHING FAS� <br />PERPENDICULAR TO FRAMING W/8d <br />®6" O.C. ALONG PANEL EDGES AND <br />O.C. ALONG INTERMEDIATE SUPPORTS <br />2x4 SYP VERTICAL BLOCKING <br />BETWEEN RIBBON BOARD <br />AT EACH TRUSS HEEL. <br />INSULATION <br />7/16" APA RATED SHEATHING SEE NOTES <br />5.18 & 5.19 (SHEET S-1) FOR ROOF <br />NAILING SPECIFICATIONS <br />PRE ENGINEERED WD TRUSS <br />@24" O.C. U.N.O. <br />1/2" HIGH STRENGTH <br />DRYWALL <br />/­15 LB ROOFING FELT <br />/ (SHINGLES) <br />NOTE: ALL PENETRATIONS 1X2 PT WD FURRII <br />THROUGH DRAFT STOP @16" O.C. <br />MATERIAL MUST BE <br />SNUG -FITTING. SEAL <br />PENETRATIONS WITH <br />POLYCELL FOAM. #5 REBAR <br />R4.1 MIN. INSULATION ON <br />EXT. BLOCK WALLS <br />-8-d NAILS/ <br />AT 6" O/C <br />7/16" O.S.B. DRAFTSTOP <br />CUT TO- FIT AND <br />INSTALLED BETWEEN <br />EA TRUSS VERTICAL <br />R19 MIN. - <br />INSULATION <br />1/2" HS DRYWALL CLG. <br />1X2 PT WD FURRING <br />@16" O.C. <br />1/2" GYPSUM - <br />WALLBOARD U.N.O. <br />3 1/2" 2500 PSI <br />CONC SLAB W/ 1X4 P.T. BASE <br />FIBER MESH ON 6 NAILER <br />MIL V.B. LAPED & BASEBOARD <br />TAPED. <br />6 MIL VAPOR BARRIER <br />A TYPICAL 1.5 STORY WALL SECTION <br />-4 SCALE: N.T.S. <br />15 LB ROOFING FELT <br />(SHINGLES) <br />DRIP EDGE <br />2x6 SUB FASCIA W/ <br />FASCIA & SOFFIT <br />2 X 4 RIBBON JOIST ®TOP ANC <br />BOTTOM FASTEN TO TRUSSES <br />USING (3) 16d NAILS ® EACH <br />TRUSS <br />—a" 3-COAT STUCCO FINISH. <br />APPLIED PER ASTM C 926 <br />SEE ROOF PLAN FOR <br />TRUSS FASTENER <br />K.O. BLOCK BOND BEAM POUR <br />SOLID W/ 1 - #5 BAR CONT. <br />EACH MIN. LAP =25" <br />FILL W/ 3000 psi CONCRETE. <br />C.M.U. TYPICAL <br />STUCCO FINISH. <br />APPLIED PER ASTM C 926 <br />(1) #5 VERT. IN FILL CELLS <br />SPACED PER FOUNDATION PLAN ' <br />EMBED ACI STD HOOK 6" IN BOND BEAM GROUT <br />CELLS SOLID <br />INSPECTION PORT AT EACH <br />FILLED CELL TYP. <br />STD. 90' HOOK (SEE <br />DETAIL) <br />—APPROX. GRADE. <br />PROVIDE 12" FOOTING <br />F COVER (MIN). <br />PLASTER STOP <br />EXPANSION DETAIL <br />SEE FOUNDATION PLAN FOR FOOTING SIZE <br />CLEAN POISONED AND COMP. <br />SOIL. (COMPACTED TO 95% <br />MODIFIED PROCTOR ASTM D1557) <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />FLORIDA RESIDENTIAL CODE (FRC) & <br />FLORIDA BUILDING CODE (FBC) (w/ <br />05 & 06 SUPPLIMENT), AND ASCE 7-02 <br />ALL OTHER DESIGN ELEMENTS SHALL BE <br />THE RESPONSIMSWORE ENGINE <br />2004 53rd AVE T F <br />� <br />o <br />w <br />Z <br />F_ <br />u <br />C)UJI <br />W <br />K <br />U <br />J <br />J <br />Q <br />� <br />� <br />w <br />5 <br />o_ <br />0 <br />o <br />Z <br />O <br />Lq <br />z <br />a <br />CERTIFICAT F IZATION 1218 <br />L. JASON BERGER, P.E. TE <br />PE# 64003 2008 <br />SHEET NO. <br />SA <br />D <br />3 <br />L. JAS N BERGER PE# 64003 <br />