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($M MTARIL) <br />4WINGLE <br />R1069 E VENT <br />12 <br />Fa <br />ROCF <br />SECOOND <br />a1-ItNGLE <br />�-;•STUcc© <br />PINIS� dil <br />FLOOR <br />I_El 1 0 ZMOORATIVIEI <br />SW <br />j E <br />I <br />FINISH FLOOR <br />GRADE LINE M `�1-' ❑T ELEVATHON <br />SCALE, 1/8' = 1'-0' <br />EQUAL <br />TOENAIL W/ (2) 16d NAILS <br />�MEA.00UTLOOKER <br />SEE STRUCTURAL NOTES AND NAILING <br />K 143 CLIP 2'x4" OUTLOOKER 024' O.C. <br />SCHEDULE FOR SHEATHING DETAIL <br />_---- <br />NA?ice Ul(2%6tT911NTO a$TLCs <br />t (2) I6d TOENAILiSD INTO OUTLOO14 R <br />'0' <br />SIMP3ON sP1 <br />TOP CORD BLONI G QR FIRST FOUR ROWS <br />451 <br />OF TRUSSES 0 EDGES QF SHEATHING TYPICAL <br />' <br />2'x4' GROSS BRACE <br />I <br />"C BRACE TO EXTEND AT LEAST <br />AT RIDGE FASTEN <br />I <br />90% OF WEB LENGTH (SEE TABLE) <br />AT EACH JOINT W/ <br />I <br />2'x4' ICE WALL LU! STUDS 0 24' 0/0 <br />(2) 10dx3' <br />GABLE TRUSS <br />2'X4° DIACaONfi+L 01;tACMCs 0 MEI7-i.EiG#-IT <br />w/ (2)16d nR CONNECTION <br />/2' PLYtU00% OR O'6J3. SHEATWING <br />SILL <br />1/2" CDX PLYWOOD OR 7/16" OSB <br />SHEATHING ATTACHED W/ 10d NAILS 0 6" Q.C. <br />EDGES AND It O.C. F1FJ.D <br />2"x4" PANEL <br />BLOCKING 0 48" O.C. <br />I <br />2-x4' CONT. IBLOCKWx <br />FOR THE FIRST 8'-0' OF END WALL <br />W1(2) i6d PER: JOINT <br />FROM EA. END TYP. BOTTOM CORD <br />I <br />Lt FISON 143 <br />10dx3„ 0 3" O/C THROUGH <br />ATTACHED W/ (2) 16-d TOENAILS <br />-��~-^ CHORD INTO 2"x6' P.T. PLATE <br />2°x4• CANT. * 24' O/C <br />® <br />2) 16d <br />2'x4' 'T' ON TOP OF PANEL <br />2'x4' END NAILED Wl (2)16d <br />BLOCKING, FASTEN WI <br />�. <br />EA STUD <br />10dx3" 0 4" O/C <br />MOISTURE BARRIER <br />5/8' OR 1/2" CEILING DENSE <br />ALUMtNtgyt Q tT <br />GYPSUM WALL BOARD FASTENED <br />WITH 8d COOLER NAILS OR 1 1/4" LONG <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 <br />SIMPSON META20 OR EQUAL <br />0 4'-0" O.C. TYPICAL <br />FOR FIRST 8 --O FROM END WALL <br />0 4' O/C TYPICAL <br />1/2.0 ANCHOR BOLT 0 48" O.C: <br />MINIMUM 6" FROM PLATE SPLICES <br />W/ 3/16"4"0 PLATE WASHER <br />CANTILEVERED GABLE AND BRACING-c DE7A(L(a-a <br />K 4D <br />. raw <br />OUTRIGGEiR ice+^ TA <br />i4 rwAi` VETIT <br />s1uc= <br />FMISt-! 12 <br />12 �h <br />FJ_A6F1MG -1 r,� <br />INTERIOR <br />j� VOLUh9l= <br />INI ,14 <br />12 <br />E=t,v FLOOR <br />j� iV ❑ ❑ <br />/ FMIS4 I -LOOK — <br />DECORATIVE <br />FMI8F1 <br />Ou— ALE: i/8' s F-m* <br />s fa.11 <br />ZSW.,NCLE <br />PER ZMCORATIVE <br />FMISt 1 PIE � <br />�R LANAI � f/ <br />fINISN FLOOR <br />EtzRraN_ Y ECs12E8S <br />ONE SAASR OF THIS GROUP MLZT BE <br />E(2u1F1=w WIT14 EMRGENCY EGRESS <br />RA ARE TO COMPLY WIT4 4 GOVERNING <br />FIRE AND 8UI1_t31NG GODS <br />I <br />*i4 <br />KEYSTONE <br />DETAIL <br />. T.O.M. <br />A <br />P <br />rI�.... = _ I <br />I <br />II I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />RYrI I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br /># <br />1 <br />I <br />T <br />S5 <br />I <br />T�o <br />e 11 <br />I <br />Rv-2 <br />RGOE"I PLAN <br />------------- <br />Ij <br />I <br />I <br />SCALE. 1/6' = 1' -O'— <br />T1Y 1P(.' AT RIP <br />101 <br />oumcldm <br />A-- fSm DETAIL) <br />STUCCO p, ! <br />FfNf51-lam I <br />j✓ Z_ sµtr <br />i <br />T� <br />`_COR,4TIVE Q I <br />Ftl+ttBH� M ji <br />fir./ w I <br />i <br />,ter <br />AFT �L�VATI�N <br />SCALE- 1/6' = V -0' <br />v.- <br />RIDC-A VENT <br />/� <br />A'••! -A rA-A <br />40 4D <br />12 12 <br />Ix6 FASCIA <br />64INGLE W/ DRIP E043E <br />TYPICAL <br />KEYSTONE s'iuCOo <br />�-712 <br />fMISH <br />F'� 1 <br />-�w <br />~r-a <br />FRONT ELEVATHO <br />° SCALE: 1/4' = V-V <br />CSM CANT. CAB <br />MRACMGA DStAIL) <br />FiAt1S�-I '. <br />12 �/ 12 _! A <br />4OTU= <br />F1Nt/ <br />RAISED <br />(4) W SGLUAIES KEYSTONE <br />W/ 4' SAANDINCa <br />(TYPJ <br />r 6° t3ANpINCx <br />Poor vr:NT SC-WEDUL.E <::::D <br />Verify with C"nera 1—Contractor all roof vent locations, <br />quantities, and sizes. Roof vents shall be installed <br />For a minimum of vean area as listed below— <br />Mark <br />Location <br />Off ridge vents or <br />equal Sc Stem (sq. in.) <br />SoFfit vent <br />(sq, in-) <br />RV 1 <br />iRoofst evel <br />392 <br />392 <br />RV 2 <br />�o ge <br />52 <br />52 <br />NOTE: <br />ALL OVSR"ANG3 ARE TO 15E 12' W/ T44E <br />EXEPTION OF EYEBROU S U 41GN ARE TO <br />HAVE AA Woo O\IER44ANG W/ AN 0VER14AWz <br />OF 12' ON TWE GABLE AAFOVE EYEBROUIS. <br />101m t <br />Em <br />TJZLI <br />I9LIEVATIGN °D° <br />❑ SAMUEL A. GREENBERG, P.E. 034245 <br />❑ T441.LY H. }-lu'rN44, P.E. %oi22 <br />❑ iRm J. seNSC)iq, PE_ o49rt58 <br />[❑ A4LI A eeA5 HAKIM, i'.E. <br />� <br />I <br />A (p <br />ZR <br />F3 <br />�� <br />(3, <br />�o I <br />z <br />t <br />N <br />tL `' <br />p <br />cn C <br />W <br />x <br />O q <br />�s <br />H <br />Z <br />t <br />4 <br />�� <br />1 <br />ar <br />.gyp <br />nd <br />d� <br />si <br />X A <br />0-(L <br />�fI <br />C� L� <br />4A <br />� � <br />cgs <br />A A <br />n <br />