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<br />seCURE ALUMINU/J PANS TO raP PLA rE <br />or END WALL W/ /70 X I 1/2' s./J.S. 2 <br />12' o.e (AND seCURE END WALL \oPT. <br />STUD ro HOST STRUCTURE W/ /70 X J' <br />. 12' o.e) <br /> <br /> <br />lU A'UIoI. PANS <br />110 X , 1/2' S.U.S. <br />D.C. INTO 2 X 4 PLATE: <br />5\.oPt: <br />\oliN. <br />\/~. ;fr. <br /> <br /> <br /> <br />8' <br />/.lAX. <br /> <br />OBL. 2',,4' raP PLA rE <br />(1) 2' X 4' (IF CONT.) <br />2',,4' IlOOO S7tlO <br />WALL 24' D.C. <br />$/1' nl/ MOOO SIDING OR <br />WNI1. OR ALUIJ. SIDING O\o€R 1/2' PL Yo W/ 1<1 <br />. "/72' o.e EO<<$ / IH1'CRIJ. <br />It . J' D.C. ru It ALONG AU. HEAOCRS It PLA rES <br />(FOIf SHEAIt It UPUf'T) Itcpuas HURR. CUPS <br />J/8' 01,1,. CONC. A... 0If 1/4" TAPCOHS <br />. 24' O.c. (2' IJIN. EIJSCD.) <br /> <br />2',,4' P. T. IlOOO PLA rE <br /> <br />.', .' <br /> <br />rrc. ocrA/~ <br />~( I-H <br /> <br />NEW OR EXlSnNG <br />4' 2$00 PSI CONC. SLAS <br /> <br /> <br />seE Fro. OCTAIL <br />PACC I-H <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTFNER TO 8E OETFRMINCO <br />8ASCO ON CONSTRucnON OF <br />HOST STRUCTURE <br />110 S.M.S. X I 1/2" 0 8" <br />O. C. IN TO WOOD <br />f)fi <br />(2) 110 0 16" O.C. INTO WALL STUDS <br />f)fi <br />(2) (70 X 2" 024" O.C. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTFR TAILS <br />f)fi <br />1/4" TAPCONS 08" O.C. STAGGEREO INTO CONC. <br />W/ 170 S.M.S. THRU REC. HEADER INTO PAN 80TTOM <br />1ifllL. I 1/4' MIN. EM8COMENT INTO CONC. <br />I 1/2" MIN. EM8COMENT INTO 1+000 <br /> <br />* REPLACE ALL DETFRIORA nNG <br />WOOD: w/ FASCIA SECURED <br />TO RAFTFR (TRUSS) TAILS <br /> <br />OPTIONAL SHEARWALLS FOR: <br />-. <br /> <br />NOrE: ONLY SHEAR WALLS It LOAD BEARING <br />WALLS REOUIRE HURRICANE STRAPPING <br />HURRICANE CUP T. II .. OF CA. WALL ST1.JO <br />. 24' O.c. (IJAX.) <br />use SHEARWALI. STORM BRACE-X 1',1, TT'ERN <br />'MTH /J.H. STlfAPPIHG 11'/ (1) 1<1 . fA. S7tlO. <br />(OR) <br />use STORIJ BRAct: 1/8' THER/JOPL r It NAILED <br />PER IJFG.. SPEC'.. 11'/ HURR. CLIPS PfR ABOYE' <br /> <br />seCURE ALU/JINUM PANS TO TOP PU TE: <br />OF END WALL (AND fNO WALL \o€RnCAL <br />ro HOST STRUC7tlRE) 11'/ flO X 2' S.u.s <br />. 24' D.C. <br /> <br />J' STRUC7tlRAL ALU/J. <br />ROOF SYSrEM (T"r'P.) <br />, --- BeAltl <br /> <br />ArrACHEO . TIdJ 11'/ CAPRI CLIP <br />OR CA~7t.E CUP (seE NOrES BeLOW) <br /> <br />2""2' POST (see CHART Pp. I-E) <br />IoIAX "-0' SPACING <br /> <br />RUN (OPnONAL - I' X 2' PURUN) <br />ALUIJINU/J OR <br />WNI1. KICXPLA rE <br /> <br />I" X 2" OPENSACK 11'/ <br />1/4' OIA.. CONe A.B. 0 24' D.C. (UAX) <br />(I) A.B. . EA. POST (2' MIN. EMSCD. - T"r'P.) <br />OR 1/4" X J 1/4' TAPCON <br /> <br />.J ,. ...... '~.,...... · FOR WOOD OECK <br />l':~,~~~.:.';>\:'.'..l":' (SEE NOTE: BELOW) <br /> <br />I " J NEW OR EXISnNG <br />r---1 4' 2XXJ PSI CONC. SLAB <br />"/lIONO. FOO rER (T"r'P.) <br />1-/$ CONT (T"r'P.) <br /> <br />. , . <br />, ," <br />- ""'~~.~ <br /> <br />~ <br /> <br />* FOR 1+000 DECK: USE 110 SCREW <br />X J" LG. (THRU It\?OO DECK INTO <br />8EAM OR HEADER) 0 24" O. C. MAX.) <br />USE (2) /10 X J" 0 EA. POST <br /> <br />CUP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L I" X I" X .060" W/ (2) <br />110 X J/4" TF:KS INTO eA. FACe <br />f)fi <br />CASTLe CLIP: <br />L 1 1/2" X 2 1/8" X .050" REC. CHANNeL <br />W/ (4) 110 X J/4" TFKS INTO 8EAM OR OPEN BACK <br />de' (2) 170 X J/4" TFK5 INTO EA. 5.1.1.8. OF COL. <br /> <br />THIS STRUCTURE HAS BEEN DESIGNeD IN <br />I<.CCORDI<.NCE 'MTH THe '97 STANDARD BLDG. <br />cooe 'M TH ALL Rn1S1ONS TO <br />CHAPT. 1606 FOR 110 MPH 'ttfND vnOCITY <br />rtA'D AFTER 2-1-0/ <br /> <br />0,1, \10 NORRIS eNClNffRING <br />//2 COLEMAN RD. <br />'ttfNTER HA'vCN, Ft. JJ880 Pg. 2-[ <br />(88J) 299-10+8 <br />