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-Classic-Composition-Mount I QMSC-- <br />1200 <br />3.00 <br />ITE <br />NC <br />-5.00 - <br />1 <br />12.00 <br />3 <br />----- <br />ri 4 <br />r'5 <br />6 <br />1.30 1 <br />8 <br />7 <br />3.00 <br />-THIS EDGE TOWARDS RACIING COM'PONENTS <br />NOT INCLUDEDROOF RIDGE .L- u, 11 <br />1.50 <br />f <br />L. <br />DESCRIPTION QTY. <br />FLASHING, 1 Z' X 12' X .050'0 5052, MILL 1 <br />QBLOCK. CLASSIC, 4360.1 CAST AL MILL 1 <br />HANGER BOLT. PLAIN CENTER, 5/16'xer. 188 SS 1 <br />WASHER. SEALING, 5/16"ID X 3/4' OD. EPDM BONDED SS 1 <br />NUT, HEX, 5/16-18. UNC-28. 18-8 SS 2 <br />WASHER. FLAT. 1 9/04"ID x 7/8' OD x i /8" EPDM I <br />WASHER, FENDER. 5/16'ID'X 1" OD. 18-8 SS 1 <br />WASHER, SPLIT-LOCK, 5/16"ID, 18-8 SS: 1 <br />Quick Mount PY <br />TITLE: <br />QMSC: CLASSIC COMPOSITION <br />MOUNT <br />AVAILABLE iN MILL CLEAR ANODIZED; <br />AND BRONZE ANODIZED FINISHES.UNI ESS OTHERWISE SPECIFIED:SIZE DRAWN BY:RAD REV <br />C·I·ENSIONS A=.C IN :ILHES <br />ictz*Ar·CO: <br />IMAC[IC,·1.L:1/5 A Dam 7/23/2013 6 <br />04,<ludk MOUN, PV. Air,?EPRODOdliON / PARTOR AS NO.T SCALE[RAWING ;228;2l £:125< SCALE: 1:4 |WEIGHT:1.24 |SHEET I OF 1 <br />Lag Bolt Specifications <br />Specific Gravity 5/16" shaft5per 3'· thread depth 5/16" shaft kdr l·' thread depth <br />Dougles,Fir. Larch .50 798 266 <br />Douglas Fir. South .46 705 235 <br />Engelmann Spruce, Loagepole Hne ( Iviest< i bbu i & nigner)4tj /05 235 <br />Hem. Fir .43 636 212 <br />Hem, Fir (North) .46 705 235 <br />Southern Pine .55 921 307 <br />Spruce, Pine, Fir .42 615 205 <br />Spruce, Pine, Fir (E of 2 million psi and higher grades of MGR and'MEL) 30 798 266 <br />Sources: American Wood Council, NDS 2005,Table 11.2 A, 113.2 A <br />Notes: <br />1) Thread must be embedded in a rafter or other structural roofmember. <br />2)*5@e NDSTable 11.5.1C forrequired edge dimnces. <br />Quick Mount Py <br />RESPECT THE ROOF <br />Bl 7.2.3-7 Sep-2013, Rev 6 <br />5 4 3 2