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<br />
<br />INSTALLATION OF WINDOW
<br />BUCK STRIPS - 1x3 (MIN)' GLUE
<br />STRIP W/ADHESIVE SEALANT
<br />& SCREW W/3/16" x 2 1/2" PHllLl
<br />FLAT HD. "TAPCON" SCREW MIN.
<br />4" FROM END & 16" O.C.
<br />
<br />
<br />EXT. FINISH
<br />DRIP EDGE
<br />INSTALLATION OF S.G.D.
<br />BUCK STRIPS - 1x4 (MIN). GLUE
<br />STRIP W/ADHESIVE SEA[ANT
<br />& SCREW W/3/1f." x 2 1/2"
<br />PHilLIPS FLAT HD. "TAPCON"
<br />SCREW MIN. 4" FROM END
<br />& 16" O.C.
<br />TRACK - FILL ALL HOLES ~
<br />W/l" x #8 ST. STL. SCREW
<br />W/PLASTIC ANCHORS
<br />SEALANT
<br />
<br />~
<br />
<br />MASONRY OPENING
<br />S.G.D. INSTALLATION
<br />SCALE: N.T.S
<br />
<br />BLOCK LINTEL
<br />
<br />1/2" DRWAlL
<br />BUCKSTRIP - lX3 MIN (WINDOW)
<br />1/8" SHIM S~\MIN (SGD)
<br />WINDOW/SGD
<br />
<br />~~~k'&~ JAMB
<br />11/2" RECESS
<br />IN SLAB
<br />SLIDING GLASS
<br />DOOR
<br />
<br />
<br /> .. TIE BEAM .
<br /> .. PRECAST LINTEL -.
<br />(f)
<br />W
<br />0::: FASTEN PT 2X 8 BUCK TO
<br />~
<br /> MASONRY WI 3116" X 3"
<br /> TAPCONS 6" FROM ENDS
<br /> AND 16" O.C. MAX.
<br /> FASTENING WINDOW TO
<br /> BUCK RESPO~SIBILTY OF
<br /> WINDOW MANUFACTURER.
<br /> /
<br /> I
<br />
<br />
<br />2 X 8 BUCK DETAIL
<br />SCALE: N.T.S.
<br />3-15-D4 TH
<br />
<br />L
<br />
<br />3
<br />
<br />
<br />2
<br />
<br />TYP. 8" BLOCK WALL
<br />
<br />
<br />1
<br />6" BITUMINOUS TAPE INSTALLAT[ON SEQUENCE
<br />
<br />EXT. FINISH -~
<br />JAMB - FILL I
<br />ALL HOLES WI I
<br />1-1/2"X#8 (MIN')i
<br />SC Ii EW
<br />I
<br />
<br />SEALANT
<br />BACK OF ALL
<br />JAMBS
<br />TRACK - FILl:
<br />ALL HOLES WI
<br />1"X#8 (MIN.)
<br />SCREWS WI
<br />PLASTIC ANCH.
<br />
<br />1 X P.T. WI 3/16" X 2 1/4"
<br />TAPCONS @ 18" OIC MAX.
<br />& 6" FROM CORNERS
<br />
<br />
<br />WINDOW HEADER
<br />2 - 2"X12" S.Y,P.
<br />UNLESS OTHERWISE
<br />SPECIFIED
<br />1/2" D.W.
<br />~TRIM
<br />
<br />(SEE PLAN)
<br />S.G.D. JAMB
<br />
<br />"---- 3/4" RECESSED
<br />SLAB
<br />SEALANT
<br />
<br />MAS. WALL EXT.DOOR JAMB
<br />
<br />
<br />
<br />SCALE: N.T.S.
<br />
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<br />
<br />a: ) 10 PERCENT OF LEAST HORIZONTAL D[MENSION OR 0.41" WHICHEVER IS SMALLER, BUT NOT
<br />LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 m).
<br />
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(120 MPH, 3 SEC GUST, 2.1/12 PITCH, EXPOSURE S, HEIGHT = 0 TO 30 FEET, IMPORTANCE FACTOR = 1 )
<br /> (PSF)
<br />TRIBUTARY AREA ROOF WALL
<br />(FT2)
<br /> (GCpi = +/- .18) (GCpi = +/- .18)
<br /> ZONE 1 ZONE 2 & 3 ZONE 4 ZONE 5
<br />10 14.9 -23.7 14.9 -50.1 25.9 -28.1 25.9 -34.7
<br />20 13.6 -23.0 13.6 -45.4 24.7 -26.9 24.7 -32.4
<br />50 11.9 -22.2 11.9 -39.3 23.2 -25.4 23.2 -29.3
<br />100 10.5 -21.5 10.5 -34.7 22.0 -24.2 22.0 -26.9
<br />125 10.5 -21.5 10.5 -34.7 21.7 -23.6 21.7 -26.2
<br />NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN
<br /> ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE
<br /> LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
<br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE
<br /> BY MUL TIPL YING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606.20
<br /> OF THE FLORIDA BUILDING CODE 2001.
<br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD
<br /> AND AWAY FROM THE BUILDING SURFACES.
<br />
<br />FILLED CELL WI
<br />#5 VERTICAL
<br />
<br />1/2" X 8" A.B.
<br />W/2" WASHERS
<br />SET IN TYP.
<br />FILLED CELL
<br />MIN. 5 PER
<br />JAMB.
<br />
<br />
<br />(5) 1/2" DIA. x 8"
<br />"J" BOLTS
<br />
<br />CONT. WOOD TRIM
<br />
<br />P.T. #
<br />SYP 2" X 6"
<br />
<br />OVERHEAD
<br />SECTIONAL
<br />DOOR TRACK
<br />WI 3/8" X 11/2"
<br />STEEL LAG
<br />BOLT WI
<br />WASHEli. MIN.
<br />6 PER TRACK
<br />TO JAMB.
<br />
<br />2"x6" P.T. WOOD JAMB
<br />
<br />DOOR AND CONNECTION PER
<br />GARAGE DOOR MANUFACTURER
<br />TYP. GARAGE DOOR
<br />
<br />TRACK MOUNTING DETAIL
<br />
<br />
<br />~
<br /> 0
<br /> ~ L SECTIONAL
<br /> ,
<br /> ;...
<br /> OVERHEAD
<br /> 0 DOOR 7
<br /> ~
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<br /> ;...
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<br /> ~
<br /> . GARAGE SLAB
<br /> :r
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<br />~ ()J
<br />
<br />SECT. OVERHEAD GAR. DOOR INSTALL
<br />
<br />SCALE: N.T.S. NOTE: THIS DETAIL HAS A CAPACITY THAT is EQUAL TO OR
<br />3-15-04 TH GREATER THAN THAT RECOMMENDED BY MANUFACTURER.
<br />
<br />
<br />-EQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FBC 2405.1 & 2405.2.1)
<br />
<br />2405.1 General. Individual glazed areas including glass mirrors in
<br />hazardous locations such as those indicated in 2405.2 shall
<br />pass the test requirements of CPSC 16-CFR, Part 1201 or
<br />by comparative test shall be proven to produce at least
<br />equivalent performances.
<br />
<br />Exceptions:
<br />1. Polished wire glass installed in fire doors, fire windows and
<br />view panels in fire resistant walls and hazardous locations in
<br />2405.2.1 (3) and 2405.2.1 (4) shall comply with ANSI Z97.1.
<br />2. Approved plastic materials used as glazing in hazardous
<br />locations shall comply with ANSI Z97.1.
<br />
<br />2405.2 Hazardous Locations
<br />2405.2.1 The following shall be considered specific hazardous locations for the purpose
<br />of glazing:
<br />1. Glazing in swinging doors and fixed and sliding panels of sliding (patio)
<br />door assemblies.
<br />2 Glazing in doors and walls of enclosures for hot tubs, whirlpools, saunas, steam
<br />rooms, bathtubs, showers, and other such facilities where such glazing is located
<br />36 inches (914 mm) or less, measured horizontally, from a standing or walking
<br />surface within the enclosure and where tl1e bottom edge of the exposed glazing is
<br />less than 60 inches (1524 mm), measured vertically, above such standing or walking surface.
<br />
<br />3. Glazing in an individual fixed or operable panel adjacent to a door where the
<br />nearest vertical edge is within a 24-inch (610 mm) radius of the door in a
<br />closed position and whose bottom edge is less than 60 inches (1524 mm)
<br />above the floor or walking surface.
<br />
<br />EXCEPTION: Glazing in walls perpendicular to the plane of the door in a closed position in
<br />Group R3 or within dwelling units in Group R2 shall be subject to 2405,2.1 (4).
<br />
<br />4. Glazing in an individual fixed or operable panel, other than those locations
<br />descried in items 2 and 3 above, that meets a[1 of the following conditions:
<br />1. Exposed area of an individual pane greater than 9 sq. ft (0.84 m sq,).
<br />2. Bottom edge less than 18 inches (457 mm) above the floor.
<br />3. Top edge greater than 36 inches (914 mm) above the floor.
<br />4. One or more walking surfaces within 36 inches (914 mm)
<br />horizontally of the plane of tl1e glazing.
<br />
<br />5. All glazing in railings regardless of area or height above a walking
<br />surface including structural baluster panelS and non structural in-fill
<br />panels.
<br />6. Glazing in walls and fences enclosing indoor and outdoor swimming
<br />pools and spas where the bottom edge of the glazing is 1) less than 60 inches
<br />(1525 mm) above the walking surface on the pool side of the glazing, and 2)
<br />the glazing is within 60 inches (1525 mm) horizontally of the water's edge of
<br />a swimming pool or spa. This shall apply to single glazing and all panes in
<br />multiple glazing.
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THiS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS S[GNED AND SEALED.
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />~ --l S LAST PLOT @
<br />DATE: April 11, 2005
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILl1Y TO REVIEW ALL I
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO I
<br />ENGINEERING. LLC IS RESPONSIBLE FOR THE STRUCTURAL I
<br />INTEGRI1Y OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN I
<br />FIELD CONOITIO'iS, OTHER DESIGN PROFESSIONALS' SHOP DRAW/NGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEfLED
<br />DRAWI'iGS MUST BE BROUGHT TO THE AT1ENTION OF DANSCO I
<br />ENGINEERING. LLC PRIOR TO THE COMMENCEMENT OFCONST''lUpTION.
<br />
<br />....-----
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<br />------
<br />
<br />I
<br />PLACE SEAL HERE DE #2509?8
<br />
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