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<br />INTERLOCKING ROOF PANS <br /> <br /> ROOF' PAN (ALLOY .1OOJ H 16) PAN MAX. SPAN <br /> Sx MAX. SPAN 4'f1JIua <br /> . ) n <br /> .026 ."50 1.1'- "" 16'-0" <br />. ~ <br />,., ) <br /> 't' VARIES-...... <br />-'- ./ <br /> I. 12" 15'- 6" <br /> .0.12 .608 18'-6- <br />f{ 't' - .OJ2,"""", r .OJ2 .J46 11 '- 0" 1J'-0" <br /> I. 12" I <br /> , <br />NOTE: PANS MA Y OvrRHANG 1/5 OF SIMPLE SPAN, (UP TO J" MAX.) SPANS MA Y BE INCREASED 2" <br /> FOR EACH 12" OF OvrRHANG. CONSUL T AN ENGINEER FOR <br /> GREA TER OvrRHANG. <br /> <br />'t" <br />" <br />!:? <br />j~ <br /> <br />(.,'... <br /> <br /> <br />.1" STRUCTURAL ALUM. <br />ROOF SYSTCM <br />2" S.1l. BEAll (SEE CHARTS) <br />(2) 1/"" OIA.x .1 1/2- sr. THRU <br />BOt.. TS <br /> <br />.1-X.1- ca.. <br /> <br /> <br />.1 1/8- X 1 1/2- X 1/8- C BASE W/ (2) <br />1/"- DlA. TAPCONS OR EOUIV./pOST w/ <br />(2) 1/"- 01.1.. x .1 1/2" STL. THRU BOLTS <br />-TOP OR SIDe MOUNT ALLO..cO- <br />ALUIl. BASE INSERT <br />W/ (2) 1/4" OIA. X 2 1/"- TAPCONS <br />(2" IIIN. -DlBEll.. TYP.) SECURE ALUM. <br />ca.. W/ (2) 1A- 01.1.. THRU BOLTS <br /> <br /> <br />".~~~;'~t'.t ,'~; :.~::~' <br /> <br />: .,',;.: . <br /> <br />SEE POST CONN. <br />OETAlLS PAGE 1-F <br /> <br />NjW OR EXISnNG <br /><4 2500 PSI CONC. SLAB <br />(SEE PAGE 1-H) <br /> <br />; - <br /> <br />ALUMINUM ROOF PANS - 12' X 2. S' X 810S-H381 PANeL <br />AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEESBURG, FURI.IM <br /> <br /> WIND SPAN w/ SPAN w/ SPAN w/ <br /> THTCKNESS VELOCI TY l' O/H p' n/H ~ /1/H <br />OPEN 100 MPH 1 3' -8' 14' -O- J ", -4- <br />BUI LDI NG .024' 11 0 MPH 12' -B' J 3' -O- J 3' -,,- <br /> 120 MPH I I ' -8' II!' -O- J I!' -4- <br />PARTI AL 100 MPH I I' -B' II!' -O- J e' -4- <br />ENCLOSED .024' 11 0 MPH 10' -B' 11 ' -O- Il ' -,,- <br />BUI LDI NG 120 MPH 10' -0' 10' -,,- lIJ' -tp <br />ENCLOSED 100 MPH 1 3' -4' I3'-tp I if' -0- <br />BU/.LDING .024' II 0 MPH 12' -0' II!' -4- I r -tI- <br /> 120 MPH I I' -4' 11'-tp II' -0- <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASED ON CONSTRUCnON OF <br />HOST STRUCTURE <br />110 S.M.S. X 1 1/2" 0 8" <br />O. C. INTO WOOD <br />J)fi <br />(2) 110 " 16" O.C. INTO WALL STUDS <br />J)fi <br />(2) f10 X 2" " 24- O.C. THRU <br />J/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J)fi <br />1/4'" TAPCONS 0 8" O.C. STAGGERED INTO CONe. <br />W/110 S.M.S. THRU REC. HEADER INTO PAN B07'TOM <br />~ 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETERIORA nNG <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />DAVID NORRIS ENGINEERING <br />DESIGNED TO '97 STANDARD BUILDING CD/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 />PQ.l-D <br /> <br />EXPI RES AFTER FEB, 1, '01 <br />