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BUILDING SECTION"� <br />SCALE: 1 4 = 1 —0 <br />TYPICAL ROOF <br />TYPICAL TIE BEAM <br />1�3 <br />ELEV AT 8'-0" <br />TYPICAL P.C. CONC. LINTEL <br />2x4 OUTLOOKERS AT 24" <br />O.C. W/R-19 INSUL. <br />USE SIMPSON A35 FOR <br />HORIZONTAL FRAME TO <br />HEADER CONNECTION <br />I <br />1/4 ROUND WRAP PERIMETER <br />1 /2" PLYWOOD W/1 1 /2" LIP <br />00 <br />(2) SIMPSON H4 CLIPS AT Go <br />I <br />16" O.C. AT 2x8 SYP <br />DOOR CASING <br />2x8 P.T.P TO C.M.U. W/ 1/ of <br />0 8" HOOKED ANCHOR BOLTS <br />AT 48" O.C. W/2" SO. x 1 /8" <br />WASHERS <br />BASE BOARD OVER -I <br />1 /2" DRYWALL AND <br />1 x2 PT FURRING _ ' o o : Q o.7 <br />FIN. FLR. ON TYPICAL I I=III=III =III IIII I � I 1 I <br />CONC. SLAB <br />WINDOW SEAT SECTION <br />SCALE: 1 /2"= V — 0" <br />V A" <br />—SIMPSON HETA20 <br />TRUSS CONNECTOR <br />2x4 NAILERS TO TOP <br />CHORD (24" O.C.) W/ (4) <br />10d NAILS AT EACH END <br />2x4 NAILERS TO TOP <br />CHORD (24" O.C.) W/ (4) <br />16d NAILS AT EACH TRUSS <br />—1X6 PRIME TRIM FASCIA <br />ALUM. SOFFIT VENT <br />2x6 SUB —FASCIA <br />(2) SIMPSON H4s AT 24" <br />O.C. FROM VERTICALL TO <br />TOP OF HEADER <br />(2)-2x8 HEADER <br />(2)-24SH. TEMP. <br />SIMPSON CS16 STRAP OR <br />EQUIV. EA. CORNER & AT <br />WINDOW JAMBS TOP/BOT <br />(2)-2x8 HEADER <br />1 /2" EXT. PLYWOOD SOFFIT <br />WRAP W/ VAPOR BARRIER <br />K.O. BLOCK TIE BM. <br />W/1—#5 BAR <br />70'—O" <br />onnC_ -roi iccr*cc nr r) A" n n <br />r rni iciclrcl nr nn" n n <br />BUILDING <br />SCALE: 1 <br />SECTION <br />4 = 1 <br />-077 <br />"ELEV <br />C" <br />r681i,,� <br />o <br />VC+��. <br />IY gF•.; S� ��� <br />70658 <br />STATE <br />4 <br />�' <br />OF • �: <br />` <br />C <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />1 HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWED <br />THE PRE—ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />z <br />Q <br />W <br />Q <br />U <br />z <br />Q <br />j= 0 0 J J <br />m LL J J J <br />0 J Q O <br />Wcr <br />p Z Q <br />z 0 w <br />W J m J <br />m0tLO? <br />:) _ _ _ 2 <br />L CO ❑❑❑❑❑ <br />U <br />z <br />0 <br />� w <br />LLJ <br />� Q w <br />ac <br />0 O _ <br />� O <br />Z <br />p (3 <br />Z <br />W 0 <br />m cf) <br />0 <br />cW cV Z <br />6 O o <br />0 N� <br />m <br />'T w <br />0 o <br />zo <br />//♦ <br />Z U <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />02105113 <br />SHEET <br />6 <br />BUILDING <br />SEC TIONS <br />