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<br />c.:r'.jGINE:..;:('S NOT:..S - ~
<br />3ASIC _'dIND ::!ELOCITY )t'o7 M, ,pP'H, J~SEC GUST~
<br />IMPORiANCc.: rACTeR ~17
<br />EXPOSURE CATAGDRY /D
<br />INic.:RNAL PRESSLR[ ~IENT=+/-O
<br />C&C DESIGN VIND PRESSURE =+20/-28 PS"
<br />SC~[EN PRESSURE=)4 PSr
<br />MAX DEFLE::CTION =2 46" !~/60=168/60=28" ALLO\.JED I
<br />MAX MC,'-1ENT CPANELS)=7,600 IN LBS
<br />MAX FIBER STRE:SS=MC/I=14,770 PSI
<br />
<br />~
<br />--r-~
<br />
<br />2x2x062 ANCI '" I
<br />EACH SIDE
<br />
<br />;-2'x3'X04S' ALU~:NU~ COLU~N
<br />(3'x3'X04S' ALUMINU~ COLUMN@ 4 CORNERS>
<br />
<br />
<br />OR AL TE?NAT;Vr~
<br />062'U CUP -
<br />
<br />~2> #10 SMS
<br />~ CORROSION RESISTANT(2)
<br />
<br />,; )'x2' ALUM
<br />
<br />PT 2x4 DECKING
<br />FASTEN TO UOISTS
<br />w/#8x3 DECK SCREwS
<br />
<br />BASE PLATE (TyP)
<br />
<br />!
<br />#10 TAPCONS X 3 1/20
<br />-C,ORROS,ION, RESISTANT 2'
<br />M:N IMBEDMENT IN 2'x6'
<br />PERIMETER JOISTS
<br />
<br />i
<br />/PT 2'x6' PERIMETER JOIST
<br />I . (
<br />
<br />
<br />!~,--I-24'MAX D,C.-__
<br />I TYP:CAL
<br />
<br />I
<br />~
<br />
<br />ALUM FLASHING UNDER EXISTING DRIP EDGE
<br />TO EXTEND 12' OVER PAN ROOF
<br />
<br />'-
<br />
<br />'-
<br />
<br />~
<br />
<br />
<br />tOO X 5/8' SMS
<br />wASHER/SEAL HEADED
<br />CORROSION RESISTAtH~.'
<br />\1'1
<br />\ 1
<br />
<br />'1
<br />
<br />'-
<br />
<br />DETAIL OF
<br />POST TO DECK
<br />CONNECTION
<br />
<br />HoS T S T Rue ~UR[
<br />[XISTING Ruor _
<br />,::::,~,::::.::::/
<br />
<br />:::". -
<br />
<br />!l10 x 1/2' CORROSION RESISTANT
<br />~'-- PURPOSE SCREw I
<br />'-12' APDROX--,
<br />I I I i
<br />~I'-I I -':::::'::::
<br />\.II~ .
<br />~' ~' _/- /- - - -
<br />........---! .. '-
<br />I' l' CONTINUOUS ALUM FLASHING
<br />iNSTALLED 0' "IN UNDER
<br />! rIRST ROI.' or SHINGLES
<br />---lJ, DR UNDEr< DRIP EDGE
<br />
<br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
<br />FASTEN RECElVlNG CHANNEL TO HOST 2x4 MIN FACiA
<br />'w'ITH #IOx2' SMS OR LAG SCRE'w'S@ 12' DC, MAX
<br />(2) RO\.lS STAGGERED
<br />
<br />
<br />ENLARGED VIEW @
<br />TYPICAL ROOF CONNECTION
<br />
<br />#10 X 5/8' HEX HD CORROSION RESISTANT
<br />METAL SCREw,wASHER&SEAL
<br />APPRoX 4' DC MAX, AS SHOwN r-:- - - - - - -
<br />f-o SCREwS IP?>NEL BOTH ENDS) \ Ix;=O& IN4 ,H ,...-j-,
<br />' ABOVE L=12' USe:: (5) SCRE\./S/PANEL x~ " ! i
<br />---1' -------r------- \ : #,ox~ ~.20~MS ~l
<br />
<br />... I ADD IX2 OPEN BAG( e
<br />....._ INSIDE
<br />c. I ALTERNATE CONSTRUCTIO~
<br />\ Al TERNATIVE FASTENING METHODI ALUM COLUMN DETAIL
<br />~FAST[N CAPRI CUPS 'w'1 I AL TERNATIVE 10 2x3 STUD:
<br />\.1/(2) #10x3/4' TECHS FOR CONVERSION DF
<br />EACH FLANGE \ EXISTING SCREEN RODMS
<br />I IN'ITH 2x2 STUDS
<br />~ - ~37X,04S~L CO-LIJM-N-
<br />/2x2x~2- A~ -
<br />! EACH SIDE (3'x3'X04S' @l 4 CORNERS)
<br />r(2) \\10 SMS
<br />( DRo~~1cjR~~pVE~ CORROSION RESISTANT(2)
<br />I l'x2' ALUM
<br />I BASE PLATE (TYP
<br />I: . . ~
<br />
<br />"~;:-~l~'~:- m T~PC~N'S 3 ;/2,1" 'J' . , '~ONC SLAB
<br />'- -CORROSION RESISTANT,
<br />, ~2; MIN IfoIBEDMENT '
<br />I 'r; ~~ 2'x3'X 04~'~ i--6' -2V~tI~RC--
<br />
<br />2 ~~~ ..., '- " DETAIL AT
<br />u .' ~ _______ POST TO SLAB
<br />2'x3'x,045' ~ ~~J~~O~E~\';EEN FRAME - - ______ CONNECTION
<br />V) I MEMBER AND HOST STRUCTURE - - - -
<br />: ATTACH TO HOST STRUCTURE
<br />6~TH *110x3' LAG SCR['.JS 12' k~
<br />
<br />REVIEW DATE::=-? ~ ck
<br />ClTY OFZEPHVRl L }.
<br />BUILDING OFFICIAL 'jtlL2J:.~
<br />
<br />ATTACHED SCREEN ROOM l~
<br />WITH RISER PAN ROOF (3105 H2B)
<br />OR 3" x ,032" COMPOSITE PANEL ROOF
<br />ON DECK OR CONCRETE SLAB
<br />'11 A Y ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
<br />WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
<br />EXCEED 75 MPH, 3 SEC GUST
<br />
<br />3'x4'x,032' COMPOSITE PANEL
<br />ROOF FASTEN'w'1 #14x4 1/2'
<br />@ 12' DC AT ENDS AND RAKES
<br />OR
<br />12'x3' x,032' RISER PAN ROOF
<br />3105 H28 Ys =23KSI I'-~"
<br />FASTEN 'w'1 (3) *110x3/4' VASHERI I !i
<br />SEAL HD TECH SCRE'w'S@ BOTH ENDS :: @
<br />!,. o' D.C. AT RAKE EDGES · '0
<br />
<br />
<br />W
<br />Q::
<br />:J
<br />r-
<br />U
<br />:J
<br />CL
<br />r-
<br />(/)
<br />
<br />i
<br />3 1I8'X3"X.06' I
<br />RECEIVING CHANNEL I
<br />FASTENED TO VALL STUDS I!!'
<br />OF HOST STRUCTURE AT
<br />EACH STUD '~ITH ONE 'i
<br />1/4"Xl 1/2'LAG AND 3/4" !
<br />'~ASHER COROSION RESISTIVE!
<br />i
<br />ENLARGED VIEW @
<br />ALTERNATE ROOF CONNECTION
<br />
<br />r-
<br />(/)
<br />o
<br />
<br />"1
<br />
<br />
<br />2'x3'X,045
<br />
<br />2'x3'x06
<br />ALUM COLUMN
<br />
<br />I
<br />-----~
<br />2 1/2' X 1 1/2' RECEIVING CHANNEL
<br />THRU BOLTED TO POST '~ITH
<br />5/16-18 BOL TS FOR SIDE BEAM
<br />CORROSION RESISTANT BoL is,
<br />\t/ASHERS, NUTS- TYPICAL
<br />
<br />LL-
<br />
<br />CONNECTION DETAIL OF
<br />POST TO 2"x3" 5MB
<br />
<br />2'x3'X045' ALUMINUM COLUMN
<br />~' OTE SEE AL TERNATE CONSTRUCTION DETAIL
<br />USING lx2 OPEN BACK \,./ 12X2 TUBE
<br />SEE CONNECTION DETAIL FOR EITHER
<br />VOOD DR CONCRETE DECK
<br />\
<br />
<br />
<br />"
<br />
<br />3'xI2'x.032'
<br />
<br />
<br />RISER?
<br />
<br />SEE CONNECTION
<br />DETAIL
<br />
<br />
<br />
<br />."
<br />
<br />,'~
<br />.l.
<br />
<br />C-.(
<br />I
<br />I
<br />
<br />NOTE STAIRS &RAILINGS TO
<br />CONFORM TO FB,C, 2004
<br />SECTIONS R311 &R312
<br />RESPECTIVE\... Y
<br />
<br />~
<br />
<br />"
<br />~
<br />2'x3'x,045' I
<br />,
<br />
<br />2'x2' MIN SCREEN BEAM
<br />
<br />
<br />ZX
<br />~<!
<br />::E::E
<br />
<br />
<br />IYPICAl
<br />
<br />~
<br />ill II
<br />
<br />GRADE
<br />
<br />1/1
<br />w
<br />.:>:
<br /><!
<br />>
<br />
<br />I
<br />
<br />ALU,M 7ERMITE
<br />SHIELD @ I I i
<br />EACH PIER /:J1 ' '
<br />
<br />8' x8"x8' I'SCREEN ROOM MAY BE BUILT
<br />:ONC, BLOCK
<br />nR cQUIV VARIOUS LENGTHS
<br />- ~ i FRONr ~EE~~TlON ~
<br />4'X16'X16' NOTE MAY ALSO 3E CONSTRUCTED IN 3000PS; CONCRETE ~
<br />CCNC PAD SLAB 4' ThICK VI 6x6/10-IO ''/'NM OVER 6 MIL PO!_YC'lU~
<br />::JR EQl.JUIV FIBER MESH IS ACCEPTABLE Al TERNATlVE TO ''/wM
<br />'=lVE? CLEAN COMPACTED ERNITE TREAit::D SOlL,
<br />
<br />2'x2'x04S'
<br />
<br />NOTE
<br />AUGER ANCHOR @ ~ACH
<br />32' IMBEDMENT JF 36' L\UG['!~
<br />SECURING PERI,MITER GIRDERS
<br />wITh ASTM#123-89A STRAP OR [QUIV
<br />
<br />TYPICAL
<br />SIDE ELEVATION
<br />
<br />NOTE NO rOOTERREC'D EXCEPT 'w'HEN ADDRESSING E,RRDSION
<br />4' 3)00 ~Sl NOl"lNAL SLAB 'w'/0 FLJiJTER MAY
<br />BE USED eN LE\lE_ GRour~D UP TO SLOPES SF'" 1'/12'
<br />H8.'.J12'xI2 ,"'01<' GRADE SLOPE ,::;I<'EATER THAN 1'/12' UP TO 2'/12'
<br />'-'!"'w'=12'xI6' FOR GRAiJE SLOPES GREATE THAN 2'/12'
<br />,\;E'w' SLABS TO HAVE EI,' "R 6'xo'-1I10/1' 'w'\JM
<br />2R "':3ERMESH \
<br />
<br />W\)), p-
<br />
<br />l-
<br />V)
<br />o
<br />I
<br />
<br />: her?by :::er"':if'y tho.-: : hove ::;e..-;orrH?O o.nd reviewE':l -:h!S pl~n o.nd round
<br />
<br />~ .to ce In CDr'1p':ilnce With sectiDn 1609 d' the "'lcr"clc. 3wi'd:ng Code, 2GO~ ed,tlDn
<br />:end AS:::E 7-02 1,. sectiD(', R301 of FBCR 2004
<br />
<br />
<br />O:NGINO:E:R I
<br />I ! C~N,-E ;:tS36C8 i
<br />
<br />~o. VID/,:
<br />
<br />S'"1i"tri,D~
<br />
<br />D.vV.SMITH, P.E.
<br />rLORIDA PROFESSiO~AL E~GiNEER ~iCENSE NUMBEi< 53608 ,
<br />Custom Home Plan Service '
<br />9909 .,AlLA\TCN CRIV(-)AD( CiTYJlCRIDA 335:5
<br />P..{lt{. J'52.S2i-CB65 rA1.: j52-52!-JS67 [-HAIL: le?hyf'27@gtt.nf't
<br />PASCO PERMIT SERVICE
<br />SUZAN,NE BAHR 913 788-53:4
<br />
<br />$H([7 ~f
<br />
<br />ATTACi-<ED
<br />SCREEN KOOM
<br />
<br />1 OF
<br />
<br />SCAl[ I
<br />. 1 '4."-1'-i
<br />I / ; i ' i
<br />i )(StGN/DRAIJN I
<br />!D.NSMITH,PE I
<br />
<br />;">ART "jO.
<br />i :0
<br />
<br />~ATE:
<br />CJ2/27/06
<br />
<br />cH[CK;: C
<br />
<br />SCRN 02LSb
<br />
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