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<br />PRE -ENGINEERED WOOD TRUSSES @ 24" OL MAX
<br />TRUSSES SHALL HAVE GALV, METAL SEAT PLATES
<br />UNDER THEM WHEN BEARING ON MASONRY
<br />25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
<br />SHEA THING TO BE 1/2" 4 PL Y CDX DR PL Yw w /8d RING SHANK
<br />6' O,C, 4' O,C, FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />USE 112' STEEL PL YCLIPS, RIDGE VENT AS REQUIRED
<br />
<br />PRE -CAST CoNC SILL 8" wINDOw
<br />
<br />
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />
<br />CONTINIoUS ALUM DRIP EDGE OR GUTTER
<br />
<br />2X4 wOOD SUB wITH ALUMINUM
<br />SOFFIT AND FASCIA TRIM
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<br />wINDOw SEE SPECS
<br />
<br />gr'Xgr'X16" CMU TYP,
<br />
<br />DECORATIVE CEMENTUOUS FINISH
<br />
<br />VARIES0-
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<br />16' X 12' MONOLITHIC SLAB !~
<br />w / ( 2) # 5 BAR SON C H A IRS 4/ - 0 /I O'c
<br />
<br />
<br />BOTTOM OF FOOTER SHALL BE 12' BELOw/GRADE
<br />I
<br />
<br />1/2/1 CEILING TYPE GYPSUM BOARD
<br />
<br />R-30 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULA TION
<br />
<br />USE (1) SIMPSON HE T A20 STRAP POURED IN LINTEL AT EACH TRUSS
<br />LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES
<br />wITH 10d X 1 11211 NAILS
<br />
<br />(1) COURSE 81X8" KNOCK-OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR, TYP, AT ALL SOLID wALLS
<br />
<br />PRECAST CONCRETE LINTEL
<br />
<br />1/2'1 DRYwALL OVER R5,4 CELOTEX UTUFF-R'
<br />INSULATION BOARD AND FURRING
<br />
<br />4" THICK CONCRETE SLAB w / 6X6 10/10 WwM
<br />REINF DR FIBER MESH OVER ,006 PLOYETHYLENE VAPOR BARRIER,
<br />HOLD MESH IN TOP 1 112' OF SLAB,
<br />SEE MANUFACTURERS RECOMMENDATIONS FOR QUANTITY
<br />OF FIBER MESH IN MIX,
<br />
<br />STANDARD 90 DEGREE BEND wITH 2511 LAP MINIMUM
<br />
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<br />CLEAN COMPACT TERMITE TREATED SOIL
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<br />MIN 25u LAP ~ /""
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<br />PRE -ENGINEERED wOOD TRUSSES @ 24' O,C, MAX
<br />TRUSSES SHALL HAVE GAL V, METAL SEAT PLATES
<br />UNDER THEM wHEN BEARING ON MASONRY
<br />25 YEAR wARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER
<br />SHEA THING TO BE 1/2" 4 PL Y CDX DR PL YW w /8d RING SHANK
<br />6' O,C, 4' O,C, FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />USE 1I2u STEEL PL YCLIPS, RIDGE VENT AS REQUIRED
<br />
<br />\
<br />
<br />
<br />4" THICK CONCRETE SLAB w / 6X6 10/10 wwM
<br />REINF OR FIBER MESH OVER ,006 PLOYETHYLENE VAPOR BARRIER
<br />HOLD MESH IN TOP 1 1/211 OF SLAB.
<br />SEE MANUFACTURERS RECOMMENDATIONS FOR QUANTITY
<br />OF FIBER MESH IN MIX,
<br />
<br />....'.,~,<"'"
<br />
<br />~ ~~"".~..
<br />
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />
<br />CONTINIOUS ALUM DRIP EDGE OR GUTTER
<br />
<br />2X4 wOOD SUB WITH ALUMINUM
<br />SOFFIT AND FASCIA TRIM
<br />
<br />VARIES
<br />SEE PLAN
<br />
<br />8"X8'X16' CMU TYP,
<br />
<br />DECORATIVE CEMENTUOUS FINISH
<br />
<br />1/2' CEILING TYPE GYPSUM BOARD
<br />
<br />R-30 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOwN FIBERGLASS INSULATION
<br />
<br />,
<br />
<br />
<br />I
<br />
<br />
<br />USE (D SIMPSON HETA20 STRAP POURED IN LINTEL AT EACH TRUSS I
<br />LOCATION, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLE\'
<br />wITH 10d X 1 1/2' NAILS
<br />
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<br />
<br />
<br />(D COURSE 8"X8' KNOCK-OUT BLOCK FILLED
<br />SOLID w/(D #5 BAR TYP, AT ALL SOLID WALLS
<br />
<br />1/2U DRYwALL OVER R5,4 CELOTEX 'TUFF-R'
<br />INSULATION BOARD AND FURRING
<br />
<br />#5 DOwEL TO MATCH REINF
<br />FROM FOOTER w /25' MIN LAP
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<br />
<br />4'X4' INSPECTION PORT
<br />AT EACH FILL CELL (TYj)'
<br />
<br />(3); 22}2~5M~~~~I1~ICC~kI~~ 4'-0' ol
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<br />BOTTOM OF FOOTER SHALL BE 12' BELOw/GRADE
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<br />" gr'X16' CONCRETE FOOTER
<br />w /(2) #5 BARS CONT ON CHAIRS
<br />STANDARD 90 HOOK
<br />
<br />ALTERNATE STEN\VALL
<br />FOOTER DETAIL
<br />
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<br />STANDARD 90 DEGREE BEND wITH 25' LAP MINIMUM
<br />
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<br />CLEAN COMPACT TERMITE TREATED SOIL
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<br />TYPICAL
<br />
<br />SECTION
<br />
<br />\VALL
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<br />
<br />RONALD & ONALEE WEBER
<br />
<br />4825 17TH STREET
<br />
<br />ZEPHYRHILLS FL 33542
<br />
<br />D.W.SMITH, P.E.
<br />
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />
<br />PROJECTS ENGINEERING CONSULTANT
<br />
<br />9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525
<br />PHONE: 352-521-0865 FAX: 352-521-0867 E -~A I L: zephyr27@gte, net
<br />
<br />I hereby certify that I have reviewed thiS plQn Qnd found it to
<br />be in CO~pliQnCe with ASCE 7-05 Qnd section R301 of the FBC 2004
<br />
<br />2006-65
<br />
<br />DESIGN PLANS BY RICK
<br />813-765-9793
<br />
<br />
<br />WALL SECTION
<br />STANDARD NOTES
<br />
<br />SHEET OF
<br />
<br />5 OF 5
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />SCALE DATE
<br />1/4"==1'-0" 3 NOV 2006
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT O.W.SMITH,P.E.
<br />
<br />JOB NO
<br />
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