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<br />IN TERL OCKING ROOF PANS <br /> <br /> ROOF PAN (ALLOY J003 H-16) PAN MAX SPAN <br /> TlfO(JCS;; S;c ItIAX, SPAN II ([HER !II. <br />[~~ "1 <br /> .026 .450 1.1'- 4-' 16'-0' <br />'t' VARIES"'.... I <br />I. Ir ~ <br /> ,032 .608 15'- 6' 18'-6' <br />[f '( - ,032 -..... { ,OJ2 ,J46 11'- 0" IJ'-O' <br />I Ir . ~I <br />NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2" <br />FOR EACH Ir OF OVERHANG. CONSUL T AN ENGINEER FOR <br />GREA TER OVERHANG. <br /> <br /> <br />SECURE ALUM, PANS <br />W/ (J) /10 S,M,5./PAN <br />W/ W....SHERS (TYP, . E...., ~NO) <br />OPE <br /> <br />J'STRUCTURAL ALUM, <br />ROOF S'YSTEltl <br />2" 5.M, 8EAM (SEF CHARTS) <br />(2) 1/4" OIA,J( .J 1/2" ST. THRU <br />801. TS <br /> <br />J 1/6" X I 1/2" X 1/8" [ BASE W/ (2) <br />1/4" 01..... TAPCQlVS OR EOUIV./pOST W/ <br />(2) 1/4' 01..... x J 7/2" ST!.. THIN 801. TS <br />- TOP OR SIDE MOUNT ALLOIlf:O- <br /> <br />ALUM. BASF INSERT <br />W/ (2) 1/4" 01..... X 2 1/4" TAPCONS <br />(2" MIN, -EM8ED, TYP.) SFC'JR~ ALUM. <br />COL. w/' (2) 1/4" 01..... THRU BOLTS <br /> <br />.... . <br /> <br />.,'/1 <br /> <br />NEW OR EXISTING <br />4" 2500 PSI CONe. SLA8 <br />(SFF PAGE I-H) <br /> <br />SEE POST CONN. <br />D~TAILS PAGE: l-F <br /> <br />CARPORT / OPEN PA TlO <br />DETAIL W/ ROOF ATTACHMENT <br />N.rs. <br /> <br />ALUMINUM ROOF PANS - 12' X 2. 5' X 8105-H381 PANCL <br />AS MANUFACTUReD GY ROYAL ALUMINUM. INC, , LECS.BURG, FLORIDA <br /> <br /> IIIND SPAN .,,/ SPAN .,,/ SPAN ./ <br /> THICKNess VCLDC I TY 1 ' tJ/H ;:>, tJ/H 3' n/H <br />OPCN 100 />/PH 13' -8' 14' -0' 14'-4' <br />BUILDING .024' 110/>/PH /2'-8' 13'-0' 13'-4' <br /> 120 />/PH / I' -8' /2'-a~ 12'-4' <br />PARTIAL 100 MPH / l' -s' /2'-0' 12'-4' <br />eNCLoseD .024' 110,.,PH 10' -S' 11 ' -0' 11'-4' <br />BUILDING /20 "'PH / 0' -0' 10'-4' 1 0' -s' <br />ENCLoseD 100 "'PH 13'-4' 13' -8' 14'-0' <br />BUILDING ' 024' 110,.,PH J2'-O' J2'-4' 12'-S' <br /> 120 HPH J l' -4' II' -8' 12'-0' <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />F ASTfNER TO BE DETERMINED <br />BASED ON CONSTRUCTION OF <br />HOST STRUCTURE <br />/10 S.M.S. X 1 1/2- 0 8- <br />O.C. INTO WOOD <br />J2fi <br />(2) /10 0 15" O.C. INTO WALL STUDS <br />J2fi <br />(2) /10 X 2" 024" O.C. THRU <br />J/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J2fi <br />1/4"~ TAPCONS 08" O.C, STAGGERED INTO CONe. <br />W/ /10 S.M.S, THRU REC. HEADER INTO PAN BOTTOM <br />1:iIllL. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO ...oOD <br /> <br />* REPLACE ALL DETERIORA TlNG <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />DAVID NORRIS ENGINEeRING <br />DESIGNCI) TO '97 STANDARD BUILDING ClJJJC <br />PER CHAPT. J 606 FOR 1/0 HP/1 III ND <br /> <br />Pg, 1 - D <br /> <br />EXPIRes AFTER 2-01-03 <br />