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TOP OF SUBFLOOR <br />PRE-ENGINEERED TRUSS SYSTEM, SEf <br />TRUSS DWGS <br />MTL. DRIP EDGE OVER 1 X FASCIA <br />2X SUBFASCIA <br />CONT. VENTILATED SOFFIT W/ALUM. FASCl/ <br />CROWN MOULD & JX8 FRIEZE <br />SIMPSON H10 @ BEAM TO TRUSS CONN <br />TRIP. 2X10 S.Y.P. BEAM W/J" SPACERS <br />SIMPSON LPC6 POST CAPS (OR APPROVED EQ.' <br />ATTACH PER MANUF. SPECS <br />PTD. EXT. BOARD CEILING FINISF <br />4X4 TRTD. WOOD POST <br />8" FIBERGLAS COLUMN INSTALLED PER MANUF <br />SPECS <br />42" GUARDRAIL W/PICKETS SPACED 4" O.0 <br />MAX. (A 6" SPHERE SHALL NOT PASS THRL <br />ANY PICKET SPACING, <br />MEMBRANE DECKING, SLOPE J" PER F001 <br />SIMPSON MST STRAP TO CONNECT COLUMN TC <br />FLOOR TRUSS <br />" EXT. GRADE PLYWD. DECKING <br />FLASHING <br />CHAIR RAIL <br />1 X6 TRIM <br />I" SHEATHING <br />1 X TRIM OVER SHTHG. <br />12" PRE-ENG. FLOOR TRUSS <br />PTD. EXT. BOARD CEILING FINISF <br />`r^lt r . I . vY V. UI\Hl. r\L I <br />PORCH SECTION <br />Scale 1 /2=1 '-0" <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/)/2" <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. 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 />CONC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., <br />CONT. EACH WAY <br />#5 VERT. REINF. ROD CONT. TO BOND BEAM <br />TOP OF PLATE �-- <br />16" DEEP FLOOR TRUSSES @ 24" O.C <br />" 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 />TYP . WALL SECTION <br />Scale 1 /2=1 '-O" <br />PRE-ENGINEERED TRUSS SYSTEM, SEE <br />TRUSS DWGS. <br />R30 (MIN.) INSULATION IN ATTIC <br />J" CDX PLYWD. SHEATHING NAILED <br />W/8D R/S NAILS 6" O.C. ON EDGES 8c <br />10" O.C. IN FIELD. USE J" STEEL <br />PLYCLIPS, #15 FELT AND 30 YR. ARCH. <br />SHINGLES <br />MTL. DRIP EDGE OVER 2X SUBFASCIA <br />CONT. VENTILATED SOFFIT W/ALUM. FASCIA <br />SIMPSON H10 (OR CONTRACTOR APPROVED <br />QUAL)TRUSS ANCHOR (905LB. UPLIFT RATING) <br />9) ALL TRUSS TO WALL CONNECTIONS, UNLESS <br />SPECIFIED OTHERWISE <br />-LASHING <br />4"X6" TRIM <br />2X6 MIN. HEADER OVER ALL WINDOW & <br />DOOR OPENINGS <br />SINGLE -HUNG WINDOWS RATED FOR <br />110 MPH WINDZONE <br />4"X6" WINDOW TRIM <br />R19 (MIN.) BATT INSULATION IN 2X6 STUD <br />WALLS <br />J" CDX (OR APPRVD. EQ.) SHEATHING, FASTEN W/ADEQUATE SHEAR <br />WALL NAIL PATTERN <br />SIMPSON SP1 & SP2 STUD PLATE TIES, TOP & BOTTOM OF EA. <br />STUD. HURRI-BOLTS OR THREADED RODS CAN BE USED INSTEAD <br />OF PLATE TIES, INSTALLED 12" FROM CORNERS & 8'-0" O.C. IN <br />EXTERIOR WALLS <br />HARDI-BOARD LAP SIDING <br />FLASHING <br />JX12 FRIEZE BOARD, BACK PRIMED AND PTD. OR HARDI-BOARD <br />SIMPSON HETA12 TRUSS ANCHOR <br />2X8 P.T. PLATE <br />�ONC. FILLED U-BLOCK W/1 #5 REBAR, HORIZ., <br />_ONT. EACH WAY <br />'RECAST LINTEL BEAM AT MASONRY WALL <br />JPENINGS ABOVE WINDOWS & DOORS <br />3" CONCRETE BLOCK WALL - TYP. <br />STUCCO FINISH <br />FINISHED GRADE TO BE FIELD <br />DETERMINED <br />TYP. 12"X24" FOOTING WITH (3) #5 <br />REBAR CONT. ON 3" HIGH CHAIRS <br />1--1 Co <br />W Lo d� <br />CoCq <br />� <br />44 Co "' <br />° xw <br />Co x P4 <br />W � ww <br />N <br />a <br />O <br />W <br />Co <br />=' vi <br />-0 o c <br />10C N <br />a o CL <br />c ) U) <br />n o <br />� CD <br />N <br />a� <br />L <br />L <br />� c U <br />L c <br />C c <br />CU z z <br />U o ►(7 <br />0 to <br />00 <br />1 .Q 0-xCo <br />0 E o '�4k <br />c0i o0 U ul <br />a o �W <br />W.M� xa <br />O m E-H <br />W N <br />0 < cM <br />0 _J M <br />J <br />J > U- <br />W <br />U O = <br />of <br />W >- <br />� _ <br />0 <br />w W <br />N <br />H <br />U) <br />w w <br />z <br />Co °O <br />rn <br />O w M <br />U Q <br />Q --) rn <br />of C) c <br />z to <br />O w °O <br />U C7 <br />Q <br />J <br />w <br />J <br />z <br />w <br />O <br />REVISIONS: <br />Issue Date: <br />11 /28/11 <br />WALL SECTIONS <br />B8 <br />