BIN A-4 PERMIT 3497 - Laserfiche WebLink

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25 YEAR ~ARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER ON 1/211 CDX PL Y~DOD OR OSB (TYP) PRE-ENGINEERED TRUSS @ 2411 o'C, (TYP) CONTINIOUS ALUM DRIP EDGE OR GUTTER lX4 PT FASCIA BOARD-- VI'" 114' ALUMINUM SDrrIT~ DECORATIVE CEMENTUOUS FINISH PRE-CAST CONC SILL 8x ~INDO~ (TYP) #5 VERT IN FILLED CELLS 8# CONC BLOCK ~ALL ~/#5 STEEL REBAR CONT FROM FOOTING TO THE TIE BEAM ~ 1611 90 DEGREE LEG IN THE BEAM #5 DO~EL TO MATCH VERTICAL REINF ~ 12511 MIN LAP 4"X411 INSPECTION PORT AT EACH FILL CELL (TYP) 8/-0' 25 YEAR VARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER ON 1/28 CDX PL YVOOD DR OSB (TYP) SHEA THING SHALL BE NAILED V I 8d NAILS @ 6' D,C, @ EDGES AND 8' D,C, MAX, IN THE FIELD, USE 1/2' STEEL PL YCLIPS, RIDGE VENT AS REQUIRED ENGINEERED TRUSS @ 2411 O,C, (TYP) 2X4 VOOD SUB VITH ALUMINUM SOFFIT AND FASCIA TRIM 12' O,H, DECORATIVE CEMENTUOUS FINISH :::: C) I ..... CO #5 DOVEL TO MATCH REINF FROM FOOTER ~/2511 MIN LAP 41'X41' INSPECTION PORT AT EACH FILL CELL (TYP) 4' 1/211 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 VITH 10d X 1 1/211 NAILS SINGLE BOND BEAM VITH (1) #5 REBAR CONTINIOUS TIED TO ALL VERTICAL RODS 16/1 X 121/ MONOLITHIC SLAB 411 THICK ~ITH 6X6 10110 VVM REINF 8< VAPOR BARRIER FIBERMESH CAN BE SUBSTITUTED OVER STANDARD 90 DEGREE BEND wITH 258 LAP MINIMUM CLEAN COMPACT TERMITE TREATED SOIL R-19 BATT INSULATION (MIN) 1/211 GYPSUM wALLBOARD TYPICAL wALL SECTION SCALE 2,5X SIMPSON HETA20 0890# UPLIFT) 8HX8H KNOCK-OUT BLOCK V/#5 REBAR CONT gHXgv PRECAST CONC LINTEL @ ~INDO~ & DOOR OPENINGS VOOD DR ALUM VINDOw CTYP) REFER TO PLAN FOR SIZE 8x TYPE MARBLE SILL ENGINEERED TRUSS a 24' DC, <TYP) SINGLE BOND BEAM 'WITH (l) *5 REBAR TIED TO ALL VERTICAL RODS 1/211 GYPSUM ~ALLBOARD ON ~OOD FURRING STRIPS ~I FOILED FACE SYPROFOAM BOARD 4" CONS SLAB ~ITH 6X6 10/10 ~~M REINF & VAPOR BARRIER FIBERMESH CAN BE SUBSTITUTED D ETA I L II B II use: (l) SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, fILL ALL NAIL HOLES 'WITH IOd X I 1/2' NAILS SIMPSON VTC RATED ~05~ UPLIFT VALLEY TRUSS CLIPS 10' SQUARE BLOCK ~ .. C) I , CO .. ~ I , CO *5 OOYEL TO MATCH RElNr fROM fOOTER "'/25' MIN LAP "" +. I"" .' ~.. .~. 1&-':"'''-:;' '!.;.~:. :..;:'0' .:.; :t~ ~ fi1' I .. ~ STANDARD 90 DEGREE BEND "'ITH 25' LIIP MINI~~ STANDARD 90 DEGREE BEND ~ITH 25v LAP MINIMUM CLEAN COMPACT TERMITE TREATED SOIL TYPICAL wALL SECTION SCALE 2,5X D ETA I L II A II I hereby certify th() t I h() ve reviewed this pl()n ()nd found it to be in cOMpli()nce with section 1606 of the Florid() Building Code; 2001 edition; for () 130 Mph wind speed zone ( 3 sec gust ) Do- vid W, SMith; P,E, f ~1,(~1 ENGINEER LICENCE #53608 ~... ~. , ..--< P D R C H D ETA I L II C /I TYPICAL wALL SECTION DAVIn CARI~ DOGWOOD LANE D.-W.SMlr-I~I-I~ P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 5360B Custom flame Plan Service 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 PHONEI352-521-0865 FAXI352-521-0867 E-MAILI zpphyr27@gtt', r'\t't RICK GOLLHARDT - DRAFTSMAN SPECIFICATIONS SHEET OF 10 Dr 10 SCALE DATE 1 4"= 1 FT 7 OCT 2004 DESIGN/DRAWN CHECKED R, GOLLHARDT D,W,SMITH,P.E, PART NO, 2004-34