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01-0310
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01-0310
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Last modified
3/6/2009 2:42:38 PM
Creation date
10/17/2006 9:59:12 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0310
Building Department - Name
HOGY,WILLIAM
Address
37638 NEWAL AV
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<br />INTERLOCKING ROOF PANS <br /> <br /> ROOF PAN (ALLOY .1003 H-16) PAN AJAX SPAN <br /> """""""'" SJC IJAX SPAN II tIllER 1M <br />fl' ?""j <br /> .026 ,450 13'- .,," 16'-0" <br /> < <br />'I' VARIES--..... <br />I, Ir I <br /> ,032 .608 15'- 6" 18'-6" <br />ff - { <br />'f - ,032-........ .0.12 .346 71'- 0" 13'-0" <br />I Ir " I <br />NOTE: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (Up TO 3' 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 />J" STRI/CTURAL ALUIJ, <br />ROOF SYSTEM <br />2" S.M. BEAM (SEE CHARTS) <br />(2) 1/4' OIA.x 3 1/2' ST. THRU <br />80lTS <br /> <br />J 1/6" X 1 1/2" X 1/8" C BASE W/ (2) <br />1/"" D/"'. TAPCONS OR fOU/V./pOST W/ <br />(2) 1/.,," OIA, Jt J 1/2' Sn., THRU BOL TS <br />- TOP OR SIDE MOUNT ALLOItf"O- <br />ALUM. BASE INSERT <br />W/ (2) 1/"'" O/A. X 2 1/4- TAPCONS <br />(2" M/N, -EM8ED, T'fP,) SECURE ALUM. <br />COL. W, (2) 1/4" O/A. THRU BOLTS <br /> <br />.: ',. ~. NEW OR [XISTlNG <br />4. 2500 PSi CONC. SLAB <br />(SEE PAGE I-H) <br /> <br />ALUHINUH ROOF PANS - 12' X 2, 5' .x 8105-H381 PANEL <br />AS HANUF"ACTURED GY ROYAL ALUMINUM, INC., LECS.BURG, FL.ORIDA <br /> <br /> IIIND SPAN f/1/ SPAN ,,/ SPAN ,,/ <br /> THICKNeSS vnOClTY I' O/.H ;>, D/H 3' D/H <br />OPEN laD NPH 13' -8' 14'-0" 14'-4' <br />BUILDING .024' lID NPH 12' -8' 13' -0' 13' -4' <br /> 120 NPH II' -8' 12'-0' 12'-4' <br />PART IAL Inn NPH II' -8' 12'-0" 12'-4' <br />ENCLOSED ,024' 11 0 NPH 10' -8' 1 I' -a" 11'-4' <br />BUILDING 120 "'PH 10' -0' la' -4" 10' -8' <br />ENCLOSED 100 NPH 13' -4" 13' -8' 14'-0' <br />BUILDING .024' 11 0 HPH 12' -o~ 12'-4" 12' -S' I <br /> 120 HPH 11' -4' II.' -8' 12'-0' j <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />F ASTE:NER TO BE DETERMINED <br />BASED ON CONSTRUCTION OF' <br />HOST STRUCTURE <br />110 S.M.S. X I 1/2' 0 8' <br />O,C. INTO WOOD <br />~ <br />(2) /10 0 16' O.C. INTO WALL STubs <br />~ <br />(2) f10 X 2' 024" O.C. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J2B <br />1/4'~ TAPCONS 0 8' O. C. STAGGERED INTO CONe. <br />W/ 110 S.M.S. THRU REC. HEADER INTO PAN 80TTOM <br />!:II2E;. 1 1/4'" MIN. EMBEDMENT INTO CONC. <br />1 1/2' /JIN. EMBEDMENT INTO KOOD <br /> <br />* REPLA CE ALL DeTER/ORA TlNG <br />WOOD.. w/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />DAVID NORRIS CNGINCCR lNG <br />DCS IGNCD TO . 97 STANDARD BUILDING COJJE <br />PCR CHAPT. 1606 FOR 1 JO NPH II/NO <br /> <br />CARPORT / OPEN PA no <br />DETAIL W/ ROOF ATTACHMENT <br />N. T. S. <br /> <br />Pg, 1- D <br /> <br />OPIRes AFTCR 2-01-03 <br />
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