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TOP OF SUBFLOOR <br />PRE-ENGINEERED TRUSS SYSTEM, SE <br />TRUSS DWG <br />MTL. DRIP EDGE OVER 1 X FASCI <br />2X SUBFASCI <br />CONT. VENTILATED SOFFIT W/ALUM. FASC <br />CROWN MOULD & JX8 FRIE2 <br />SIMPSON H 10 @ BEAM TO TRUSS CONE <br />TRIP. 2X10 S.Y.P. BEAM W/J" SPACER <br />SIMPSON LPC6 POST CAPS (OR APPROVED EQ <br />ATTACH PER MANUF. SPEC`. <br />PTD. EXT. BOARD CEILING FINIS <br />4X4 TRTD. WOOD POS" <br />8" FIBERGLAS COLUMN INSTALLED PER MANUI <br />SPEC`. <br />42" GUARDRAIL W/PICKETS SPACED 4" 0.( <br />MAX. (A 6" SPHERE SHALL NOT PASS THR <br />ANY PICKET SPACINC <br />MEMBRANE DECKING, SLOPE J" PER FOC <br />SIMPSON MST STRAP TO CONNECT COLUMN T <br />FLOOR TRUS <br />" EXT. GRADE PLYWD. DECKIN <br />FLASHIN, <br />CHAIR RAI <br />1 X6 TRII <br />4" SHEATHIN, <br />1 X TRIM OVER SHTHC <br />12" PRE-ENG. FLOOR TRUS <br />PTD. EXT. BOARD CEILING FINIS <br />`fA-r r.I. VVV. L)\/-\l.r\CI <br />PORCH SECTION <br />Scale 1 /2=1 '—O" <br />E ROOF PLAN FOR TRUSS TO STUD WALL CONNECTIONS <br />IMPSON SP1 @ EACH STUD <br />BL. 2X10 HDR. W/1/2" PLYWD. SPACER <br />BL. JACK STUDS <br />?X4 STUDS @ 16" O.C. <br />IMPSON SP2 @ EACH STUD <br />X4 P.T. SYP PLATE <br />1 (2) 2X10 SOLID SAWN SYP W/Y2" <br />'OOD SPACER ATTACHED W/SIMPSON <br />10 JOIST HANGERS AT EACH END <br />ATTIC INSULATION ALTERNA <br />ISONENE FOAM. (NO AT <br />VENTILATION REQUIR <br />W/ISONE <br />PROVIDE OFF —RIDGE RO <br />VENTS FOR ATTIC VENTII <br />W/FIBERGLAS BATT INSL <br />TOP OF PLATE <br />WINDOW HD <br />HT. <br />1 /2" GYPSUM WALL BOARD <br />WOOD BASEBOARE <br />" GYPCRETE OR J" MAXXON UNDERLAYMENI <br />" PLYWD. T&G SHEATHING GLUED W/CONST. ADHESIVE & NAILEE <br />W/8d SPIRAL NAILS @ 4" ALONG EDGES & 6" ALONG INTERIOF <br />SUPPORT <br />TOP OF SUB -FLOOR --- - <br />SPLICE PORCH TRUSSES TO MAIN FLOOR TRUSSES FOR <br />6'-0"+/— CANTILEVER, SEE TRUSS MANUF. DRAWINGS <br />FOR OVERLAP LENGTH & BRACING REQUIREMENTS <br />TOP OF PLATE -�-- <br />16" DEEP FLOOR TRUSSES @ 24" O.0 <br />8" TYPE 'X' GYPSUM BOARD ON 1 /2" CHANNEL <br />R-13 BATT INSULATION, MIN <br />4" SLAB OF 3000 PSI CONCRETE (OR <br />2500 PSI FIBERMESH) WITH 6"X6" <br />#10/10 WWM OVER 6 MIL. POLY VAPOR <br />BARRIER OVER CLEAN, COMPACTED, <br />TERMITE TREATED SOIL. <br />TOP OF SLAB <br />#5 REINF. ROD W/MIN. 25" OVERLAP & <br />6" HOOK INTO FOOTING. SEE FOUNDATIOI\ <br />PLAN FOR LOCATIONS <br />CONC. FILLED U—BLOCK W/1 #5 REBAR, HORIZ., 2 TY P . WALL SECTION <br />CONT. EACH WAY <br />B g Scale 1 /2=1 '—O" <br />#5 VERT. REINF. ROD CONT. TO BOND BEAM <br />ARE —ENGINEERED TRUSS SYSTEM, SEE <br />SUSS DWGS. <br />iO ' (MIN.) INSULATION IN ATTIC <br />CDX PLYWD. SHEATHING NAILED <br />/81D R/S NAILS 6" O.C. ON EDGES & <br />1" O.C. IN FIELD. USE J" STEEL <br />_YCLIPS, #15 FELT AND 30 YR. ARCH. <br />iINGLES <br />1 1»0ZelaWi]N21arxi091.01mwe V, I <br />INT. VENTILATED SOFFIT W/ALUM. FASCIA <br />�PSON H10 (OR CONTRACTOR APPROVED <br />UAL)TRUSS ANCHOR (905LB. UPLIFT RATING) <br />ALL TRUSS TO WALL CONNECTIONS, UNLESS <br />ECIFIED OTHERWISE <br />�SHING <br />X6" TRIM <br />;6 MIN. HEADER OVER ALL WINDOW & <br />)OR OPENINGS <br />'1GLE-HUNG WINDOWS RATED FOR <br />0 MPH WINDZONE <br />X6" WINDOW TRIM <br />9 (MIN.) BATT INSULATION IN 2X6 STUD <br />,LLS <br />CDX (OR APPRVD. EQ.) SHEATHING, FASTEN W/ADEQUATE SHEAR <br />ALL NAIL PATTERN <br />v PSON SP 1 & SP2 STUD PLATE TIES, TOP & BOTTOM OF EA. <br />UD. HURRI-BOLTS OR THREADED RODS CAN BE USED INSTEAD <br />PLATE TIES, INSTALLED 12" FROM CORNERS & 8'-0" O.C. IN <br />TERIOR WALLS <br />,RDI-BOARD LAP SIDING <br />ASHING <br />12 FRIEZE BOARD, BACK PRIMED AND PTD. OR HARDI-BOARD <br />v PSON HETA12 TRUSS ANCHOR <br />'8 P.T. PLATE <br />NC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., <br />NT. EACH WAY <br />ECAST LINTEL BEAM AT MASONRY WALL <br />ENINGS ABOVE WINDOWS & DOORS <br />CONCRETE BLOCK WALL - TYP. <br />UCCO FINISH <br />VISHED GRADE TO BE FIELD <br />TERMINED <br />P. 12"X24" FOOTING WITH (3) #5 <br />BAR CONT. ON 3" HIGH CHAIRS <br />1--1 Co <br />�12 � <br />W LoLo"t <br />mN <br />wCo <br />� zap <br />�J o w <br />H <br />Lo <br />� Co w �' <br />�+ N ►4 <br />a <br />w <br />cU <br />FL <br />o ) m <br />a <br />c o Q W <br />c n to <br />n(D o <br />o <br />Co N <br />c <br />a� c <br />0-0 o <br />:=Co -0 z <br />o►ko <br />c o to <br />Co N <br />E o <br />0 U u1 , <br />c CmW <br />CD <br />C- p m E., <br />W N <br />C� Q Co <br />Co <br />0 _J J <br />J > LL <br />m LU Q J <br />U O <br />LL_ W = <br />J <br />c/) W <br />N <br />U) <br />w LL1 <br />z C) <br />5 <br />m 00 <br />O <br />W Co <br />Q = rn <br />CY c i <br />z U) r' <br />O LU °O <br />U (D <br />J Q <br />J <br />J <br />W > <br />z <br />w <br />0 <br />REVISIONS: <br />Issue Date: <br />11 /28/11 <br />WALL SECTIONS <br />B8 <br />