BIN A-6 PERMIT 3965 - Laserfiche WebLink

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25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER ON 1/2" CDX PL Y~OOD DR oSB (TYP) PRE-ENGINEERED TRUSS @ 2411 O,C, (TYP) CONTI NIDUS ALUM DRIP EDGE OR GUTTER 1X4 PT FASCIA BOARD--- .".. 1/4' ALUMINUM SDFFIT~ DECORATIVE CEMENTUOUS FINISH PRE-CAST CONC SILL & ~INDO~ (TYP) #5 VERT IN FILLED CELLS 8" CoNC BLOCK ~ALL ~/#5 STEEL REBAR CoNT FROM FOOTING TO THE TIE BEAM ~ 16' 90 DEGREE LEG IN THE BEAM #5 Do~EL TO MA TCH VERT ICAL REINF ~ 125' MIN LAP 411X411 INSPECTION PORT AT EACH FILL CELL (TYP) 2' TYPICAL wALL SECTION SCALE 2,5X 25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER ON 1/20 CDX PL Y~OOD DR OSB (TYP) SHEATHING SHALL BE NAILED 'WI 8d NAILS @ 611 D,C, @ EDGES AND 811 D,C, MAX, IN THE FIELD, USE 1/211 STEEL PL YCLIPS, RIDGE VENT AS REQUIRED ENGINEERED TRUSS @ 24' O,c' (TYP) 2X4 ~OOD SUB ~ITH ALUMINUM SOFFIT AND FASCIA TRIM 12' D,H, DECORATIVE CEMENTUOUS FINISH :::: C) I .... m #5 DOwEL TO MA TCH REINF FROM FOOTER ~ 12511 MIN LAP 4'X4/1 INSPECTION PORT AT EACH FILL CELL (TYP) 4' 1/20 CEILING TYPE GYPSUM BOARD R-30 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL USE (1) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCATION; EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES ~ITH 10d X 1 1/2/1 NAILS SINGLE BOND BEAM 'WITH (1) #5 REBAR CONTINIOUS TIED TO ALL VERTICAL RODS 161/ X 121/ MONOLITHIC SLAB 411 THICK ~ITH 6X6 10110 ~wM REINF 8x VAPOR BARRIER FIBERMESH CAN BE SUBSTITUTED OVER STANDARD 90 DEGREE BEND ~ITH 25' LAP MINIMUM CLEAN COMPACT TERMITE TREATED SOIL R-19 BATT INSULATION (MIN) 1/20 GYPSUM ~ALLBOARD TYPICAL wALL SECTION SCALE 2,5X SIMPSON HETA20 0890# UPLIFT) 80X8" KNOCK-OUT BLOCK w/#5 REBAR CONT 80X80 PRECAST CONC LINTEL @ wINDO~ 8x DOOR OPENINGS \JOoD DR ALUM wINDOw (TYP) REFER TO PLAN FOR SIZE 8x TYPE MARBLE SILL ENGINEERED TRUSS @ 24' O,C. <TYP) SINGLE BOND BEAM .....1TH (l) IS REBAR TIED TO ALL VERTICAL RODS 1/2/1 GYPSUM \JALLBOARD ON \JOOD FURRING STRIPS \JI FOILED FACE SYPROFoAM BOARD 411 CONS SLAB wITH 6X6 10/10 ~~M REINF 8x VAPOR BARRIER FIBERMESH CAN BE SUBSTITUTED la' SQUARE BLOCK MS DO'w'El TO MATCH REiNF FROM FOOTER "'125' MIN LAP STANDARD 90 DEGREE BEND V1TH 25' LAP MINIMUM 90 DEGREE BEND wITH 25" LAP MINIMUM D ETA I L II A II I hereby certify tho t I ha ve reviewed this plon ond found it to be in cOMpliance with section 1606 of the Florido Building Code) 2001 edition) for 0 130 Mph wind speed zone ( 3 sec gust ) Do vid W, SMith) P,E, ENGINEER LICENCE ~53608 D ETA I L II B II USE (l) SIMPSON HETACO STRAP POURED IN LINTEL AT EACH TRUSS LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT FILL ALL NAIL HOLES 'w'ITH lad x I [/2' NAILS SIMPSON VTC RATED 405M UPLIFT VALLEY TRUSS CLIPS '" .q- I , CO '" C) I , CO '" .q- , ..-< P D R C H D ETA I L II C II TYPICAL wALL SECTION DAVID CARR DOGWOOD LANE D..-W..S~IT'H, P.E.. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 Custom Home Plan Service 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 PH]N[,352-521-0865 FAX' 352-521-0867 E-MAIL, zt'phyr27@gte. net RICK GOLLHARDT - DRAFTSMAN SPECIFICATIONS SHEET OF 11 OF 12 CARR CONSTRUCTION, INC SCALE DATE 1 4"== 1 FT 21 FEB 2005 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.SMITH,P.E. 2005-17 PART NO.