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<br /> <br />I <br />I.. <br />I <br /> <br />NOTE: IF SCREEN ROOM IS CONSTRUCTED <br />ON CONCRETE SLAB USE #10 MASONRY <br />J ANCHOR BOLTS WITH 2" MIN IMBEDMENT <br />I 062.INERNAL <br /> <br /> <br /> DBL 2x6 GIRDE~ <br /> \ <br /> \ <br /> \ <br /> \ <br /> II <br /> '.[) \ <br /> I <br /> ~ <br /> ~ <br />C\J <br /> <br />/', <br />U <br /> <br />PT 2x4 DECK]NG~ <br />FASTEN TO JOISTS <br />w/~Sx3 DECK SCREwS <br /> <br /> <br />_ 'x3'X04S' ALUMINUM COLUMN <br />O'x3.XC4S' ALUMINUM COLUMNe CORNERS) <br /> <br />ADD OPEN BACK @ <br />INSIDE <br /> <br /> <br />1 <br />!I <br /> <br />[I )L;l <br />;11 <br />" 'I <br />: i <br />I I, <br />I il <br /> <br />116-18 riD HD BOLT, \.,IASHERS &NUT <br />CORROSION RESISTANT(2) <br /> <br />~ 1.x3' ALUM BASE P'-.ATE CTYP) <br /> <br />. <br />QJi <br />STRENGTHENED <br />ALUM COLUMN DETAIL <br /> <br /> <br />~lO TAPCONSX 3 1/2. <br />-CORROSION RESISTANT <br />2' MIN IMBEDMENT IN 2.x6' <br />PERIMETER JOISTS <br /> <br />DETAIL OF <br />POST TO DECK <br />CONNECTION <br />SIMILAR TO CONCRETE SLAB <br /> <br />_ ,r II <br />1----0 -- <br /> <br />24 "MAX 0,[,--- <br />TYPICAL <br /> <br />ALTERNATIVE TO 2x3 STUDS <br />rOR CONVERSION Dr <br />EXISTING SCREEN ROOMS <br />W'ITH 2x2 STUDS <br />3.x4'x032' COMPOSITE PANEL <br />ROOF FASTEN 'vi I #I4x4 1/2' <br />@ 8' o.c, AT ENDS AND RAKES <br />DR <br />12'x3' x,032. RISER PAN ROOF <br />FASTEN 'viI (5) #10x3/4' \JASHERI <br />SEAL HD TECH SCRE\JS@ BOTH ENDS <br />8.. 6. o.c. AT RAKE EDGES <br /> <br />v <br /> <br />JOIST <br /> <br />itlOx3/4" CORROSION RESISTENT <br />wASHER HEADED SCREwS <br />TYP BOTH SIDES <br />INTO SIDE SHB @6" o.c, <br /> <br /> <br />2 1/2' X 1 1/2' RECEIVING CHANNEL <br />THRU BOLTED TO POST wITH <br />5/16-18 BOLTS FOR SIDE BEAM <br />ORROSION RESISTANT BOLTS, <br />SHERS, NUTS- TYPICAL <br /> <br />, <br /> <br />~ <br /> <br />, <br />\~ <br /> <br />TYPICAL <br />SPACING <br />2'x6' JDISTS@16'or / <br />FASTEN TO DBL 2x6 PERIMETER FLOOR JOIST GIRDERS lAYOUT <br />JOISTS \)/ SIMPSON HANGERS FOOTING/PIER/ANCHOR <br />LUS 26 OR EQUIV <br /> <br />DBL 2x6/ PERIMETER JOIST <br /> <br />\1 <br />\ <br /> <br />2'x3'X04S' <br /> <br />2'X3.X045/ <br />ALUM COLUMN <br /> <br />FASTEN 2x3 EDGE BEAM <br />TO COLUMN <br />\J I CAPRI CLlIPS \J I <br />\J/(2) #10x3/4' TECHS <br /> <br />< <br />\J <br />~ <br />'- <br /> <br />~ <br /> <br />I.i <br /> <br />6"--1 <br /> <br /> <br />TYP1CAL j <br /> <br />@ B'OC <br /> <br />CONNECTION DETAIL 0 <br />POST TO 2"x3" BEAM <br /> <br />2'x2' x.044' MIN ALUM COLUMN <br />SEE ALTERNATIVE DETAIL <br />w/lx3 OPEN BACK+ 2x2 <br />w /#12xl 1/2' HEX HD TEK SMS <br />FOR 48' wIDE wINDOwS <br /> <br />2.x2.X04S. ALUM BLOCKING <br />FASTEN wITH 2'x2. CAPRI CLIPS <br /> <br />- <br />'.[) <br />I <br />i"- <br /> <br />l'/8'THERHD <br /> <br /> <br />MAY ALSO BE FREESTANDING <br />ATTACHED TO EXISTING HOME 'v/I <br />CONTINUOUS ALUM FLASHING ONLY <br />SMS w/wASHER OVERLAP 12. <br />RESISTANT \ <br />.-- <br />. .--- <br /> <br />,30.X4S. MAX wINDO'v/ SIZE <br />\.lITH 2x2 COLUMNS <br />(TYPICAl) <br />4SW"wX48'H MAX wINDOw SIZE <br />wITH 2X3 DR STRENGTHENED COLUMNS <br />PER DETAIL ABOVE (TYPICAL) <br /> <br />~NGIN~::RS NOTES - <br />BASIC 'v/1ND VELOCITY 120 MPH <br />IMPORTANCE'ACTCR iJ <br />EXPOSURE CATAGLJRY B <br />lNTERNAL PRESSURE COEFFICIENT=+18/-18 <br />DESIGN \.IIN;] PRESSURE C8.C ROO'=-+II-I-26 PSF <br />C8.C 'v/ALLS=-~25-1-27 psr <br /> <br />FRONT ELEVATION <br /> <br />2'x2.X044' ALUM <br />COLUMN @ CORNERS <br />- - <br />,------------ SwALE AS NECESSARY <br /> <br />L DBL 2x6 PERIMETER <br />OPTIONAL 4' CONCRETE <br />2S00PSI MIN NOTE <br />AUGER ANCHOR @ EACH PIeR 2'x2'X 044' <br />SLAB/FOOTER STYLECREST 48364634 DR EQUI/. 12f MAX 1 <br />2x2x,04S. ALUM SECURING PERIMITER 2x6 GIRDERS SIDE ELE.VAT:irnO <br />ASTFN "/S/8'x3/4 SMS w IASTM #123-8% ANCHOR STRAP <br />~YP!(AL w ' AY SUBSTITUTE <br />'-JOTE MAY ALSO BE CONSTRUCTED ON 2S00PSI CONCRETE SLAB 4' ~THICK 'wI REVrEW DATE: ~43rx6r-B' PH DeOR <br />6x6/10-10 ',,'-JM DR POLY FILL OVER 6 MIL VAPOR F'kM "I EDGE [CITY OF ZEPHY L~+24/-27 PSF <br />'_APPEJ 6' 8. -APE:J " Id. <br />selL, "I 12'xI2'DEEP FOOTER '';; (!) 115 REBAR CONTINUOUS '" BUILDING OFFICIAL,' ..)C~ rl<..\t-":'/ <br />'-JOTE SLAB SURFACE TO BE 6. MIN ABOVE :i;;(ADE ' '\ <br /> <br />~ ;0 D',~.:~(~2r!;!\ictNS(~0(;~' $H(CT Dr <br />I rereby cert,ty ,hoc: I hove perForMed ond reViewed thiS plon o.nd FounCl ' Custom Home PLan Serv'l.ce ROOM 0::- 1 <br />it to be ir COMolo.nce with section ~301 Ot the F'loriclc. BUilding Code, 2C04hClltlcn \,1} 9909 'ALLA$;ON DRIVE-DADE ClfY,rLDRIDA 3JS<S PAR: NO <br />/ ?HJf:,J'X.'Xi-J865 rAX,JQ-52i-CQ.1 (.~I\.. If....,yr2j~tI'l'\I!'t <br /> <br />DOV1d w. SMlth,PE PASCO PERMIT SERVICE CHECKED <br />SUZANNE BAHR 866-324-7894 <br /> <br />, <br /> <br />I, <br />I <br /> <br />, <br /> <br />+23 PSF I <br />-25F'Sr ' <br /> <br />LJ <br />I UI <br /> <br /> <br />ENCLOSE (2) SIDES \J/4'x8' <br />024 ALUM MOBILE HOME SKIN <br />rASTEN w/"IOXI' SM$ <br />@ 6. o,C. <br />DVE'< 3/I6'STRUCTURAL <br />GRADE THERMO PLY <br />rASTEN \J/"10x5/8' SHS <br />.. 6' DC. <br /> <br />AL TERNATlVE ROOFING <br />COMPOSITE STRUCTURAL ~ <br />SNAP-N-LOK FASTEN PER ~S X 5/S' <br />MFG SPECS <br />DR 3.x12.x,032 RISER PAN ROOF CORROSION <br />INSULATED wi ALUM COVERS <br /> <br />2'x2'X045' <br /> <br />VINYL SIDING OVER <br />15/32' CDX DR OSB <br />STRUCTURAL <br />SHEATHING FASTEN 'vJI <br />!i10x3/4. S,M.S @6' DC, <br /> <br />If <br />+ 23 PSF -Y23 PSF <br />-2SPr I -25PSF <br /> <br />r30. REFl <br /> <br />If <br />..123 PSF <br />-2SPSr <br /> <br />''/INDOwS RATED roR 120 MPH <br />OTE wINDOw MFGR TO PROVIDE <br />INSTALLATION INSTRUCTIONS <br />&.wINDDwS TO BE INSTALLED PER <br />MFGR'S INSTRUCTIONS <br /> <br />(I <br />6'X6'.Ig. I <br />SLIDING <br />+23/-26 <br /> <br />f <br /> <br />--H:r- <br />ffi~ <br /> <br />{/ <br />/ <br /> <br />ASS <br />PSF <br /> <br />ALUM TE?MITE----- <br />SHIELD'~~' . <br />EACH PIER <br />S'xS'xS' <br />CONC. BLOCK <br /> <br />4'X'6.X'" I <br />',D I' . <br />CClNC PAD <br />OR EDUUIV, <br /> <br />- -- - ~c~Hi-- ~ ~ - ~ ~ ::::':f--~ -- - -- - ,__ <br />~.. TYPI A: 'PI~R ~DBI <br />SPACING ~ 1- <br />VARIOUS LENGiHS -1 <br />UP TO 36' <br /> <br /> <br />PLY <br /> <br />DOUBLE <br />2'x2'X,044' <br />AT DOOR FRAMING <br />FASTEN TOGETHEf <br />'vJI #lOx3' SMS <br />@ 8' DC. <br />SEE DOQR FRAME <br />DET AIL ABOVE <br />ABOVE <br /> <br />ENGINEER ~:C[NCE 1153608 I <br /> <br /> <br />