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<br />INTERLOCKING ROOF PANS <br /> <br /> ROOF PAN (ALLOY .1OD.J H 76) PAN MAX. SPAN <br /> Sx MAX. SPAN Ijf1JiUII. <br /> ") ~ <br /> .026 .450 7.1'- 4" 76'-0" <br />. <br />Ir) < I <br />__ 1 't' VARIES-..... <br /> I. 72" .1 <br /> .0.12 .608 15'- 6" 78'-6" <br />fI 't' - .0.12" [ .0.12 ..146 71'- 0" 1.1'-0" <br /> I 12" I <br />NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO .1' 'MAX.) SPANS MA Y BE INCREASED 2" <br /> FOR EACH 12. OF' OVERHANG. CONSUL T AN ENGINEER FOR <br /> GREA TER OVERHANG. <br /> <br /> <br />"" STRUCTURAL ALUM. <br />ROOF SYSTf:M <br />2" S.II. BEAM (SEE CHARTS) <br />(2) 1/4. 011.. x J 1/2. ST. THRU <br />BOt. TS <br /> <br />" 1/8" X 1 1/2" X 1/S. [ BASE W/ (2) <br />1/4. 011.. TAPCONS OR EQUIV./POST W/ <br />(2) 1/4. 011.. x " 1/2. Sn.. THRU BOL TS <br />- TOP OR SIDE MOUNT ALLOMf'O- <br />ALUM. BASE INSERT <br />W/ (2) 1/4. OIA X 2 1/4" TAPCONS <br />(2. IIIN.-CMBED~ TYP.) SECURE ALUM. <br />COt.. W/ (2) 1/4" OIl.. THRU BOL TS <br /> <br /> <br /> <br />",~~/~.{~.~> ~'~;:J '.:~. <br /> <br />: ','.;.: . <br /> <br />SEE POST CONN. <br />DETAILS PAGe 1-F <br /> <br />NiW OR EXISTING <br />4 2500 PSI CONC. SLAB <br />(SEE PAGe I-H) <br /> <br />ALUMI NUM ROOF PANS - 121 X 2. 51 X 8105-H381 PANEL <br />AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEES BURG. FLORIDA <br /> <br /> WIND SPAN w/ SPAN w/ SPAN ,,/ <br /> THICKNESS VELOCI TY l' O/H 2' D/H 3' D/H <br />OPEN 1 00 MPH 1 3' -81 14' -0' 1 4' -4' <br />BUILDING .024' 11 0 MPH 1 2' -81 13' -0' 13' -4' <br /> 120 HPH 11 ' -81 12' -0' 1/!' -4' <br />PARTI AL 100 MPH 11 ' -81 12' -0' II!' -4' <br />ENCLOSED .0241 11 0 MPH 10' -8' 11 ' -0' 11 ' -4' <br />BUILDI NG 120 MPH 10' -01 10' -4' 111' -11' <br />ENCLOSED 100 MPH 1 3' -41 1 3' -II' 14' -0' <br />BU1.LDING .0241 11 0 MPH 12' -01 12' -4' I r -II' <br /> 120 MPH 11 ' -41 11 ' -II' II' -0' <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASED ON CONSTRUCTION OF <br />HOST STRUCTURE <br />110 S.M.S. X 1 1/2" 10 8" <br />O. C. INTO WOOD <br />IJB <br />(2) 110 II 16" O.C. INTO WALL STUDS <br />IJB <br />(2) i'O X 2" II 24" O.C. THRU <br />.1/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />IJB <br />1/4'" TAPCONS 10 8" O.C. STAGGERED INTO CONC. <br />W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOItI <br />.t:Jt2IE;.. 7 1/4" MIN. EMBEDMENT INTO CONC. <br />7 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA TlNG <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />DAVID NORRIS ENGINEERING <br />DESIGNED TO 197 STANDARD BUILDING CIJ/JC <br />PER CHAPT. 1606 FOR 110 MPH WIND <br /> <br />CARPORT / OPEN PA no <br />DETAIL W/ ROOF ATTACHMENT <br />N. T. s. <br /> <br />Pg,l-D <br /> <br />EXPI RES AFTER FEB. 1, 101 <br />