Laserfiche WebLink
<br />SECUR. ALUMINUII PANS TO TOP PLA TF <br />Of' VlO WALL W/ /10 X I 1/2" S.II.S. 2 <br />12" o.C. (AND SECUR. .NO WALL \of7fT. <br />STUD TO HOST STRUCnJRE W/ /10 X J" <br />. 12" o.e.) <br /> <br />"fl, A.lUM. PA.NS <br />I/O X 1 1/2' S.I.(.S. <br />O.C. INTO 2 X 4 PlArr <br /> <br />S~oPE <br />~r. 1ol1/'l. <br />1/4'!' <br /> <br /> <br /> <br />8' <br />WAX. <br /> <br />OBL. 2'x4" TOP PLA rr <br />(I) 2' X 4' (If' CONT.) <br />2'x4' 11oOOO STUD <br />WALL 24' O.C. <br />$/'" nl/ 11oOOO SlOiNG OR <br />\olNl't OR ALUII. SIDING OVFR 1/2" PL Yo W/ u <br />. '"/12" o.e. .O<<S / /HTFRII. <br />It . J" O.C. rill It ALONG ALJ.. H.AOERS It PLATFS <br />(FOR SHEAR It UPUI'T) RO'LACCS HURR. CUPS <br />J/8' Oil.. CONe. A.B. OR 1/4"' TAPCONS <br />.24' O.c. (2' M!N. EIIBro.) <br /> <br />11oOOO PLA TF <br /> <br />OPTIONAL SHEARWALLS FOR: <br /> <br />- - <br /> <br />,~ ~ <br /> <br />NOTF: ONL Y SHEAR WALLS Ie LOAD B.ARINO <br />WALLS R.QUIRE HURRICANE STRAPPING <br />HURRICAN. ClJP T. It S. Of' .A. 1t'ALJ.. STUD <br />. 24" 0. C. (WAX.) <br />use SHEARWALJ.. STORM BRACC-X PA. rTFRN <br />'MTH II.H. ST1fAPPIHG W/ (I) &:f . CA. STUD. <br />(OR) <br />use STORM BRACC 1/8" TH.RIIOPl r .t NAILCO <br />peR liFe.. spec'.. W/ HURR. CLIPS P.R ABOYf: <br /> <br />SECURE ALUII. PANS <br />W/ (J) "0 s.1I.s.hAN · $" oPE <br />O. c. ('rrl>. . E.... ENO) 1oI1M' 51- <br />/df'f. <br />I. <br /> <br /> <br />, ., <br /> <br />rro. ocrM' <br />'J[ I-if <br /> <br />N.W OR .XlsnNG <br />4" 2500 PSI CONC. SLAB <br /> <br /> <br /> <br />SECURE ALUIIINUI.( PANS TO TOP Pl,A rr <br />0; VlO WALL (AND .NO WALL VFRnCAL <br />ro HOST STRUCTURE) W/ /10 X 2' S.1I.S <br />. 24" O.C. <br />J" STRUCTURAL AWII. <br />ROOf' SYSTni (TYP.) <br />" --- BeAJ/ <br />ATTACHro . TIdI wi CAPR! CLIP <br />OR CA~7tE ClJP (seE Norrs BeLOW) <br /> <br />I" X 2" PURUN) <br /> <br />I" X 2" OPENBACK W/ <br />1/4" 0/"" CONe. A.B. 0 24" O.C. (MAX) <br />(I) A.B. . CA. POST (2" MIN. .MSCD. - TYP.) <br />OR 1/4"' X J 1/4" TAPCON <br /> <br />~T . ,~.~.: ;,.;<:. ~'~::.!:':'. · FOR WOOD DECK <br />1 ::.:.~ ";':. (SEE NOTE BELOW) <br /> <br />I 6" I NCW OR CXISnNG <br />r--1 4" 2500 PSI CONC. SLAB <br />,,/lIONO. FOOTFR (TYP.) <br />,-~ CONT (TYP.) <br /> <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENfR TO 8E DfTERMIN[O <br />8AS[O ON CONSTRUCnON OF <br />HOST STRUCTURE <br />1'0 5.M.S. X I 1/2" 0 S" <br />O. C. IN TO WOOD <br />f)fi <br />(2) 110 0 /6" O.C. INTO W~LL STUDS <br />f)fi <br />(2) (10 x 2" 024" O.c. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />f)fi <br />1/4"' TAPCONS 0 S" O.C. STAGGERED INTO CONC. <br />W/ 1'0 S.M.S. THRU RfC. HEADfR INTO PAN BOTTOM <br />liJllI.:.. I 1/4" MIN. EMB[OMENT INTO CONC. <br />/ 1/2" MIN. EM8[OMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA nNG <br />WOOD; w/ FASCIA Sf CURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />it <br /> <br />* FOR WOOD DfCK: USf /10 SCREW <br />X J" LG. (THRU WOOO DECK INTO <br />BEAM OR HEADER) 0 24" O.C. MAX.) <br />USE (2) /10 X J" 0 fA. POST <br /> <br />CLIP A TTACHMENT NOTES <br />CAPRI CLIP: <br />USE (2) L I" X I" X .060" W/ (2) <br />I/O X J/4" TEKS INTO f~. F~Cf <br />f)fi <br />C~Sn.f CLIP: <br />L / 1/2' X 2 1/8' X .050" RfC. CH~NNEL <br />W/ (4) 110 X J/4" TEKS INTO 8EAM OR OPEN 8ACK <br /><< (2) I/O X J/4' TEKS INTO fA. S.M. 8. OF coe <br /> <br />THIS STRUCTURE HAS BEEN DESIGNeD IN <br />ACCORDANCE ~TH THE '97 STANDARD BLDG. <br />COOE ~TH ALL REVISIONS TO <br />CHAPT. /606 FOR 1/0 MPH ~ND V[LOCITY <br />~D AFTER 2-/-0/ <br /> <br />DA VlD NORRIS ENC/NEERING <br />1/2 COLEMAN RD. <br />~N TER HA'rf:N, Fl.. 33880 Pg. 2 _ [ <br />(883) 299-/048 <br />