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<br /> <br />SECURE AL . PANS <br />W/ (4) 110 S.M.s./pAN <br />\. " EA. END) <br />oPE <br />10411'1. SlJ <br />1/ jtf. - ~SECURE ALUMINUM PANS TO TOP PLATE <br />~ OF END WALL (AND END WALLIlER77CAL <br />TO HOST STRUCTURE) W/ 110 X 2" S.M.S. <br />" 24- O.C. <br />3- STRUCTURAL ALUM. <br />ROOF SYSTEM (TYP.) <br />2-x :z. EDGE SEAM <br />(SEE Pg. 2-C, 2-D, OR 2-E) <br />A TrACHED " TIeS W/ CAPRI CUP <br />OR CASTlE CUP (SEE NOTES BELOW) <br />POST (SEE Pg. 2-F) <br /> <br /> <br />-2-x2- PURUN (OP77ONAL - '1- X 2- PURUN) <br />ALUM/NUM OR <br />IANYL KICKPLA TE <br /> <br />,- X _ - OPENBA.CK fJB. <br />[ ,- X 2 1/8- REC. <br />1/4- OIA. CONC. AB. "24- O.C. (MAX) <br />(1) AB. " Ell. POST (2- MIN. EMBED. - TYP.) <br />OR 1/4-' X 2 1/4- TAPCON <br />* FOR WOOD DECK <br />(SEE NOTE BELOW) <br /> <br />ROOM DETAIL * <br /> <br />* <br /> <br />CAPRI CUP: <br />USE (2) L ,- <br />110 X 3/4- <br />QB CAS1Lf: <br />[ 1 1/2- X 2 <br />W/ (4) 110 X <br />4l (2) 110 X <br />QB INTERNAL <br />USE [ 1 1/2- <br />W/ (2) 1/4-' <br />4l (2) 110 X <br />INTO EA. SIDE <br />QB. H CHANN <br />USE FULL ItfD <br />INTO EArACE. <br /> <br />19- X .050- REe. <br />,,- TEXS INTO BEAM OR OPE:N BACK <br />,,- TEKS INTO EA. SlOE OF CO/... <br />'P: <br />3/4- X 1 1/2-LG. X .0#- <br />2 1/4- TAPCONS <br />,,- TEKS THRU CO/... <br />CUP. <br />W/ MIN. (2) 110 X 3/4- TE1<S <br /> <br />1. 1/4-' CONe. Aj INCLI!{Df:S: <br />A. 1/4-' x ~1 1/",.,DR/1'NAlL ANCHOR (EQUAL TO: WEJ-IT I DN(411). <br />B. 1/r, x ~, 1/41 TAP (EQUAL TO ELCO) <br />e. 1/4-' x ~~ 1/41 A.B. (J 'QUAL TO KItfK-BOL T) <br />, , <br />2. .. 12-x12- /.II FOOTEi;f SIZE IN CHARLOTTE: COUNTY <br /> <br />3. FOR 2 X /J AM 2 X 9! 5MB(S) - ADD 50:1 MORE CONNECTORS <br />(SCREWS AND '/... TS), /flJR 2 X 10 5MB - ADD 100:1 MORE <br />CONNECTORS. <br /> <br /> <br />J- STRUCTURAL ALUM. <br />ROOF SYSTEM <br />,2-x _ EDGE BEAM <br />(SEE Pg. 2-C, 2-D, OR 2-E) <br />2) 1/4- OIA.x 3 1/2- THRU <br />SOL 15 (SEE NOTE 3 BaOW) <br />3'"X3- COL (SEE Pg. 2-F) <br />3 1/8- X 1 1/2- X 1/8" 'c BASE W/ (2) <br />1/4- DIA. TAPCONS OR EQUIV./pOST W/ <br />(2) 1/4- DIll. x 3 1/2- THRU BOL 15 <br />- TOP OR SIDE MOUNT ALLOMfD- <br />ALUM. BASE INSERT <br />w/ (2) 1/4- OIA. X 2 1/4- TAPCONS <br />(2- MIN.-EMBED. TYP.) SECURE ALUM. <br />CO/... W/ (2) 1/4- DlA. THRU BOLTS <br /> <br />~ .4"- 0' ~ Jr, .eo. Jo' . " <br />I .' . . 4,. ...... . 11 . o. <br />.. "t:0!: ,..: O' ~.... "-., . <br />"T" Si .' '. . <br />.: .#. ';,: ;' :0. NEW OR EXlS77NG <br />1-8- 4- 2500 PSI CONe. SLAB <br />MIN. (SEE PAGE 3-C) <br />.. <br /> <br />1-/5 CONT (TYP.) <br />CARPORT / OPEN PA no <br />DETAIL W/ ROOF ATTACHMENT <br />N. T.S. <br /> <br />ROOF ATTACHMENT NOTES <br />NOTE: SEE FOURTH - WALL S/JPPORTOETAlL, 1_.77 <br />OR AL TERNA TE OETAlLS FOR A "ACHING ALUM. <br />STRUCTURES. Iw-1.0 <br /> <br />I: RECEIIANG FASTENER TO BE DETERMINED <br />BASED ON CONSTRUC77ON OF <br />HOST STRUCTURE <br />110 S.M.S. X 1 1/2- 0 4- (MAX.) O.e. <br />INTO IlOOD ~/F'ASClA ' <br />QB. <br />(2) I1Ox1 1/2- " 16- O.e. INTO WALL STUDS <br />QH <br />(2) 110 X 3- " 24- O.e. THRU <br />3/4- (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS * <br />QH <br />1/,r, TAPCONS 0 S- O.e. STAGGERED INTO CONe. <br />W/110 S.M.S. THRU REe. HEADER (EXTRUDED HEADER <br />USED AGAINST MASONRY) INTO PAN BOTTOM <br />tiD1E. 1 1/4- MIN. EMBEDMENT INTO CONe. <br />1 1/2- MIN. EMBEDMENT INTO ,IK)OD <br />* REPLACE ALL DETERIORA 77NG <br />IK>OD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/2006 SUPPLEMENT <br />4& CHAP. 6 OF ASCE 7 FOR 110-140 MPH <br />WIND VELOCITY (3 SEe. GUST) EXPOSURE B 4& C. <br />VOID AF7F:R 2-1-09 1_.77 0 <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA lIEN, FL338B0 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 2-8 <br />