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<br />ENGINEER'S NOTES:
<br />ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH
<br />THE FLORIDA BUILDING CODE
<br />
<br />THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST)
<br />THE IMPORTANCE FACTOR = 1.0 (RESIDENTIAL)
<br />THE EXPOSURE CATEGORY = B
<br />THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18
<br />NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE
<br />TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
<br />DESIGN WIND PRESSURE RESULTING FROM THE 120 MPH
<br />WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION
<br />SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE
<br />INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br />
<br />10d NAILS BOTTOM EDGE
<br />3" OC DBL ROWS
<br />--------- -----------
<br />--------- ----------------------- -----------
<br />--------- --------r------1------- -----------
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<br />GARAGE DOOR DETAIL / BLOCK CONSTRUCTION
<br />
<br />
<br />ALL DOOR HARDWARE TO BE INSTALLED
<br />PER MANUFACTURES SPECIFICATION WITH
<br />THE SAME ALLOWANCE FOR 120 MPH WIND.
<br />
<br />GARAGE DOOR TO BE REINFORCED
<br />TO WITHSTAND UP TO 120 MPH WIND LOAD
<br />
<br />DRAWN BY
<br />R. S. HANLEY TRUSS AND DESIGN
<br />SAN ANTONIO FLA 352-588-2342
<br />DATE: 5/21/03
<br />
<br />ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT
<br />BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE
<br />CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION.
<br />
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<br />
<br />A MINIMUM OF 2X6 PINE GRADE LUMBE
<br />AROUND DOOR OPENING ATTACHED
<br />WITH (4) 1/2" X6" J-BOL TS SPACED
<br />EQUALLY EACH SIDE AND 24"OC
<br />ACROSS THE TOP.
<br />
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<br />
<br />ALL WORK SHALL COMPLY WITH PREVAILING CODES
<br />STANDARD BUILDING, PLUMBING, MECHANICAL,NEC.
<br />AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON
<br />ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE
<br />OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE
<br />VERIFIED WITH THE ENG. OF RECORD.
<br />
<br />@ @
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<br />
<br />
<br />SEE ELEVATIONS
<br />FOR EXT, PITCH
<br />
<br />PAGE # 5
<br />
<br />GALVALUM METAL ROOFING INSTALLED
<br />AS PER MANUFACTURERS SPECS
<br />
<br />#30 ROOFING FELT
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<br />#37 MIN TOTAL LOADING /'',,/
<br />, ' BRACING SPECS BY THE ,,' ,/
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<br />R.30 INSULATION \ \"/,,
<br />
<br />5/8" COX OR OSB SHEATHING NAILED
<br />WITH 8d COMMON NAILS AT 6" OC
<br />UNLESS OTHERWISE NOTED
<br />
<br />ALUM. DRIP EAVE
<br />
<br />2X SUB FASCIA
<br />
<br />1/211 CEILING DRYWALL
<br />
<br />VIYNL FASCIA
<br />VIYNL SOFFITT ::
<br />
<br />II
<br />
<br />POURED LINTEL BLOCKS WITH (1) #5 ROD
<br />TIED TO VERT RODS IN FILLED CELLS
<br />
<br />POURED CONCRETE LINTEL OVER ALL OPENINGS
<br />WITH (1) #5 REBAR OR POWER STEEL LINTELS
<br />
<br />II
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<br />
<br />SEE ELEVATIONS FOR
<br />EXTERIOR FINISH
<br />
<br />II
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<br />II
<br />
<br />1/2" DRYWALL OVER 1X FURRING STRIPS
<br />AND RIGID INSULATION
<br />
<br />SEE FLOOR PLAN FOR
<br />CEILING HEIGHTS
<br />
<br />SEE DETAIL SHEET OF THIS PLAN FOR
<br />WINDOW AND DOOR INSTALLATION. THE
<br />CONTRACTOR IS RESPONSIBLE TO HAVE
<br />INSTALLATION INSTRUCTIONS ON THE JOBSITE
<br />IF OTHER COMPONENTS ARE CHOOSEN.
<br />
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<br />PRE CAST CONCRETE SILL
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<br />----------- -------[-------]------- ----- -----
<br />
<br />10d NAILS TOP EDGE
<br />3" dc DBL Rbws
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<br />10d NAILS BOT_~ EDGES
<br />3" 6c DBL ROW
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<br />::::::::::: _______L_______l_______ ::::~::: ::::::: ________L______J_______ :::::::::::
<br />10d NAILS BOTTOM EDGE 10d NAILS BOTTOM EDGE
<br />3" OC DBL ROWS 3" OC DBL ROWS
<br />UPLIFT CAPACITY OF 15/32" WOOD STRUCTURAL PANEL SHEATHING FOR BOTH SHEARWALLS
<br />AND UPLIFTS SIMULTANEOUSLY (855 PLF)
<br />WHERE DOORS AND WINDOWS INTERRUPT WOOD STRUCTRUAL PANEL SHEATHING OR SIDING
<br />FRAMING ANCHORS OR CONNECTORS SHALL BE USED TO RESIST THE APPROPRIATE UPLIFT LOADS.
<br />
<br />II
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<br />
<br />8" CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />
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<br />II
<br />II
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<br />II
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<br />II
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<br />INTERIOR TRIM
<br />
<br />#5 REBAR IN FILLED CELLS
<br />
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<br />
<br />FINISHED GRADE
<br />
<br />
<br />12" MIN DISTANCE
<br />
<br />CONT. CONCRETE FOOTER WITH (2) #5 REBARS
<br />ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
<br />FILLED CELLS WILL BE VERT. #5 RODS IN ALL CORNERS,
<br />AND BESIDE EACH OPENING. THE MAX. SPACING
<br />FOR ANY FILLED CELL WILL BE 8'.0'IOC. ALL RODS MUST
<br />BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25".
<br />SEE THE FOUNDATION PLAN TO DETERMINE THE
<br />SIZE OF THE FOOTER REQUIRED.
<br />
<br />FINISHED FLOORING
<br />
<br />4" / 3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH
<br />OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO
<br />A MIN. OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED
<br />UNDER ALL CONCRETE OR OTHER MATERIALS PLACED
<br />WITHIN 1 FT. OF ALL EXTERIOR WALLS. A 6 MIL. VISQUEEN
<br />VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE.
<br />
<br />FIBERMESH OPTIONAL
<br />
<br />CONCRETE ENCASED "UFER" ELECTRODE
<br />IS REQUIRED PER ART 250-50.. 1999 NEC,
<br />MUST BE INSPECTED PRIOR TO CONCRETE
<br />PLACEMENT
<br />
<br />TYPICAL MASONRY WALL SECTION
<br />
<br />II
<br />II
<br />
<br />8" CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />
<br />
<br />#5 REBAR IN FILLED CELLS
<br />
<br />li INTERIOR TRIM
<br />
<br />@
<br />
<br />
<br />FINISHED GRADE
<br />12" MIN DISTANCE
<br />
<br />@
<br />
<br />VAPOR BARRIER
<br />
<br />@
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<br />
<br />SCALE: 1/2" = 1 '.0"
<br />
<br />FINISHED FLOORING
<br />
<br />MONOLITHIC SLAB
<br />4" /3000 PSI CONCRETE SLAB WITH 6x6 10/10 WIRE MESH
<br />OVER CLEAN FILL DIRT. THE FILL WILL BE COMPACTED TO
<br />A MIN. OF 2500 PSF. TERMITE TREATMENT MUST BE APPLIED
<br />UNDER ALL CONCRETE OR OTHER MATERIALS PLACED
<br />WITHIN 1 FT. OF ALL EXTERIOR WALLS. A 6 MIL. VISQUEEN
<br />VAPOR BARRIER MUST BE PLACED UNDER ALL CONCRETE
<br />EXTEND VAPOR BARRIER TO THE OUTSIDE EDGE OF THE SLAB.
<br />FIBERMESH OPTIONAL
<br />
<br />D.W. SMITH ENGINEERING. FLORIDA # 53608
<br />MECHANICAL & ARCHITECTURAL ENGINEERING
<br />352-521-0865 OFFICE 352-521-0867 FAX.
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />THE FLORIDA BUILDING CODE SECTION 1606
<br />FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE.
<br />DAVID W SMITH PE# 53608
<br />
<br />SCALE: 1/4" = 1'.0"
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