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<br />r <br /> <br />INSTALLATION OF WINDOW <br />BUCK STRIPS - lx3 (MIN)' GLUE <br />STRIP W/ADHESIVE SEALANT <br />& SCREW W/3/16" x 21/2" PHILLI <br />FLAT HD. "TAPCON" SCRE:W MIN. <br />4" FROM END & 16" O.C. <br /> <br />BLOCK LINTEL <br /> <br /> <br />~~~k'&1 JAMB <br />11/2" RECESS <br />IN SLAB <br />SLIDING GLASS <br />DOOR <br /> <br />_1/2" DRWALL <br />BUCKSTRIP - 1X3 MIN (WINDOW) <br />1/8" SHIM s~'1:MIN (SGD) <br />WINDOW/SGD <br /> <br />EXT. FINISH <br />DRIP EDGE <br />INSTALLATION OF S.G.D. <br />BUCK STRIPS - 1x4 (MIN). GLUE <br />STRIP W/ADHESIVE SEACANT <br />& SCREW W/3/16" 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/1" x #8 ST. STL. SCREWS <br />W/PLASTIC ANCHORS I ---- <br />SEALANT <br /> <br />MASONRY OPENING <br />S.G.D. INSTALLATION <br /> <br />SCALE: N.T.S <br /> <br /> <br /> . TIE BEAM . <br /> . PRECAST LINTEL -- <br />(j) <br />w <br />CI: FASTEN PT 2X 8 BUCK TO <br />~ <br /> MASONRY WI 3/16" 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 /> I <br /> I <br /> <br /> <br />2 X 8 BUCK DETAIL <br />SCALE: N.T.S. <br />3-15-04 TH <br /> <br />L <br /> <br />3 <br /> <br /> <br />TYP. 8" BLOCK WALL <br /> <br />2 <br /> <br /> <br />1 X P.T. W/ 3/16" X 2 1/4" <br />TAPCONS @ 18" OIC MAX. <br />& 6" FROM CORNERS <br /> <br />1 <br />6" BITUMINOUS TAPE INSTALLATION SEQUENCE <br /> <br /> <br />EXT, FINISH --1 <br />JAMB - FILL I <br />ALL HOLES WI I <br />1-1!2"X#8 (MIN.), <br />SCIiEW <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 />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 />(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 />FRM. OPNG. SGD INSTALL <br /> <br /> <br />SCALE: N.T.S. <br /> <br />SCALE: N.T,S. <br /> <br /> <br /> <br />h <br /> <br />@: <br /> <br />I <br />I <br />I <br /> <br />@) <br /> <br />@ <br /> <br /> <br /> <br />I <br /> <br />:@ <br /> <br />a: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4h, 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 />CaNT. 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 />WASHER. 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 />o <br />.-;t <br />~ <br /> <br />L SECTIONAL <br />OVERHEAD <br />DOOR <br /> <br /> <br />o <br />~ <br />..-l <br /> <br />7 <br /> <br /> . <br /> "1 <br /> ~ <br /> . GARAGE SLAB <br /> "1 <br /> ~ <br />@ <br />~ 00 <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 ANS I Z97.1. <br /> <br />2405.2 Hazardous Locations <br />2405.2.1 The fallowing 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 the 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 all 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 the 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 SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />U <br />.-J <br />.-J <br /> <br />o <br />Z <br />00::: <br />UW <br />(j)w <br />ZZ <br /><(0 <br />QZ <br />W <br /> <br /> <br /> <br />o <br />. <br />~ <br />Z <br />o <br />(j) <br />0::: <br />W <br />> <br /> <br />('I') <br />o <br />o <br />N (j) <br />~ Z <br />N <br />~ 0 <br />~ (j) <br />~ > <br />o W <br />w 0::: <br />::> <br />(j) <br />(j) <br /> <br />lJ.J <br />~ 0:: <br />L.L.J ;.J is ~ s: <br />U ~i!5~~ <br />~ - 0 ::::) <br />I- ><~Cl::o <br />o ::::) LL U <br />o Cl:: 0 Z U <br />Z 5:: ~ lJ.J <l: <br /><l: 0 ~ is <br />L.L.J 1i! e: ~ z <br />f~ <l: Z Cl:: 0 <br />'-' Cl.J..I<l:Cl <br /><(I- ~~~~ <br />o c- 0 <l: <br />o 6- ~ ii? lJ.J <br /><l: Z ~ <br />o (/lei) lJ.J<l: <br />u... ~z~e: <br />L.L.J ;:: Q Cl 0 <br />o eI) Cl:: f- <br />0::: fi: 15 Q 15 <br /><( lJ.J~f5g <br />::) ~Cl~CC <br />~ -' - <br />OO-'cri6 <br />(j)eI)~-" <br />-' lJ.J --I Cl <br /><i! 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(l) :::l <br />o ('I') eI) 'j:j i= en I <br /><;t..-l ~zu <br />('I')~ ::(35 (l) """"'\ I <br />><, ~15~ :::l <br />E c >- <br />g~ ClO[lj ~ :::l <br />. a i;jg Cl:: eel ..c <br />(j) I- <br />a::r: lJ.J Z >- D~D <br />n:o.. f!:C3~ <br /> C0 <br /> <br /> <br /> (Y) <br /> 0 <br /> 0 u.J <br /> ('\J 0 <br /> 0 l- <br /> e::: 0 <br /> 0 Z <br />w LL I- <br />~ >< J: <br />~ 0 0 <br />Z 0::: <br />Z >- <br />~ n. <br />.-J 0 <br />Q.. 0 <br />SHEET NO. <br /> S-8 <br /> <br />LAST PLOT <br />DATE: Aphl 11, 2005 <br /> <br />o <br />'>t <br />..- <br />..- <br />, <br />0') <br />o <br />(01'- <br />(")1'- <br />(")N <br />..JL.O <br />LLcd, <br />c:(fe <br />0..' <br />~~ <br />~~ <br /> <br />z <br />o . <br />-0 <br />rfl> <br />>....J <br />-ro <br />Ow <br /><(0:: <br />go <br />0:: I <br />O(j) <br />..JI- <br />LL(j) <br />..JWo <br />~~g <br />I-ZW <br />zot: <br />Wo:J <br />OtO(J) <br /> <br />e:::o.: <br />LLJe::: <br />zO <br />zU <br /><(\lJ.J <br />::2: ~ <br />>- 0 <br />ZI <br /><((/) <br />:::J <br />~~ <br />o 0 <br />LLJ e::: <br />u L.l.. <br />3~ <br />o \lJ.J <br />e:::(/) <br />Cl... z Z <br />LLJoo <br />e::: u- <br />LLJ Z ~ <br />IDLLJ> <br />I-~C <br />~Ci<( <br />>- 3: 9 <br /><( LLJ e::: <br />~IO <br />zl-O: <br />:)I---J <br />Cl... 6 ~ <br />~ ~ ~ <br />I - LLJ <br />I-~U <br /> <br />0.. <br />CI: <br />o <br />() <br />w <br />~ <br />o <br />::r: <br />(j) <br />::> <br />L!) <br />o <br />o <br />N <br /> <br />C0 <br /> <br />NOTE: IT IS THE CONTRACTORS RESPONSIBILl1Y TO REVIEW ALL <br />DRAWINGS 3EFORE CONSTRUCTION BEGINS, DANSCO <br />ENG,NEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL <br />INTEGRI1Y OF THIS PROJECT ONLY, ANY DISCREPANCY BElWEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS, <br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED <br />DRAWi[',GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, <br /> <br />------- <br />'" ",' ............ <br />, , <br />, , <br />, , <br />/ , <br /> <br />q~~ <br /> <br /> <br />\ I <br />\ 1 <br />\ I <br />'- APR 1 2 2005 " <br />, / <br />, , <br />, , <br />, , <br />, , <br />, , <br /> <br />------' <br /> <br />PLACE SEAL HERE DE #250981 <br />