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R OCIE VENTS <br />12 <br />-%4INGxL.E <br />ROOF <br />1 ' / L gTI tCC.o STUCCO <br />1 LjSi-ifNCL£ IA118+4 , FJNfS,7 W <br />/'/ <br />MOOR <br />- <br />e — CGF?W4TIVE (A PECORATIVE <br />FINtSiF _a 77 a <br />FNISR FLOM <br />� -0e <br />� AT GR40i; LNE <br />SIDES MGHff ELEVAnO <br />.SIDES <br />SIMPSON H1O OR EQUAL <br />TOENAIL W (2} 16d NAILS <br />/ <br />EA. OUTLOOKER <br />SEE STRUCTURAL NOTES AND NAILING <br />11,1PuON 4.43 CLIP OUTLOOKER ®24" O.C. <br />SCHEDULE FOR SHEATHING DETAIL <br />p2"x4" <br />L> a2 W/ (2) 16d�wo swe <br />. .Fi <br />i (2) 16d TO£NAILEr% INTO OLITLOOKER <br />SIMPSON Of <br />TOP CORD BLOq(1 G OR FiRST FOUR ROWS 45' t <br />OF TRUSSES 0 EDGES F SHEATHING TYPICAL <br />2"x4' CROSS BRACE <br />"L" BRACE TO EXTEND AT LEAST <br />AT RIDGE FASTEN <br />90% OF WEB LENGTH (SEE TABLE) <br />AT EACH JOINT W/ <br />(2) 10dx3" <br />2'x4' iQSE WALL tU/ STUDS 0 24' O/G <br />GABLE TRUSS <br />2'hC4' 1:AAC�f7fIAL 5RACtiJls IN M04-I1EIC04t <br />W1 (2) *d P6R CONNECTION <br />2"x6' P.T. SILL <br />' PLYWOOD OR 0.8$. SHEATWINCrt <br />1 /2" CDX PLYWOOD OR 7/16" OSI3 <br />SHEATHING ATTACHED W/ 10d NAILS 0 6' 0-C. <br />EDGES AND 12' O.G. FIELD <br />' 2"x4" PAND BLOCKING 0 48" O.C. <br />2'x4' r,0NT.15LOCKM <br />FOR THE FIRST 8'-0" OF END WALL <br />W1 (2) iFid PER JOINT <br />FROM EA. END TYP. BOTTOM CORD <br />N3 <br />ATTACHED W/ (2) 16-d TOENAILS <br />10dxr4 3' O/C 1NROUGH <br />-C-- " <br />CHORD INTO fW P.T. RATE <br />� <br />2'x4' CANT. * 24' o/C <br />2J 16d <br />rox ON TOl= OF PANEL <br />INT . 2'x4' END NAILED W1 (2) 16d <br />B_OCVJNG, FASTEN <br />. EA STw <br />10dd- 0 4 O/C <br />MOISTURE BARRIER <br />5/8" OR 1/2" CEILING DENSE <br />GYPSUM WALL 130ARD FASTENED <br />SIT <br />WITH Sd COOLER NAILS OR 1 1/4" LONG <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 <br />SIMPSON META20 OR EQUAL <br />FOR FIRST 8'-0" FROM END WALL <br />0 4'-0" O.C. TYPICAL <br />0 4" O/C TYPICAL <br />1 /2"O ANCHOR SOLT 0 48" O.C. <br />MINIMUM 6" FROM PLATE SPLICES <br />W/ 3/16%2"0 PLATE WASHER <br />CANTILEVERED GABLE END 5R4GING DETAIL a -a <br />4F <br />(1) SIMPBON C516 OR <br />(1) SIMF'SOR MTSIS PRO <br />MEAM TO COLUMN <br />59IPSON ETA20 <br />2-PLY 2x SEAM W/ <br />V;' PLYWOOD rx-ACER <br />OR LVL SeA1" i (6915 PLANS) <br />DBL 2 X 4 P.T. POST <br />SEE ELEV. FOR FINISH <br />IF REFA51RIGATED S "-ETIG <br />FOAM FILLED ROUND <br />COLUMN (SEE ELEV. V FVR <br />SIZE) <br />--i6'x16' 1-11-ASTER <br />COLUMN 15�ASE <br />(4) 45 VERTICAL <br />4 <br />WOOD TO MASONRY 001..UMN MAY, tWl <br />SCALE: 3/4"=1'-0' <br />4) #5 VERTICAL <br />�il�Ittll��1l��' <br />� <br />a <br />{l�1 <br />11t1111►• <br />NOTE: <br />BN16" UNITS MAY BE <br />USED UNLESS WOOD COLUMN <br />1S FRAMING ON TOP OF <br />COLUMN <br />16"x16" <br />MASONRY COLUMN <br />FILLED W/ 2500psi CONC. <br />TYFICAL 1" A50N&Y COL_ S-s <br />4F <br />RIDCaE vENT RIDCaE VENTS <br />Y2 12 12 <br />FLAS441W% <br />INTMOR <br />VOLUI•E 614fWX.E <br />STUCW <br />- OUTRIGGER <br />U:NDM LNE (SEE DETAIL) <br />Pi - <br />;;OR OPT. FINISH <br />�. 12 +. ROOF CO <br />STUGC01 � �( <br />3irGO1dD FLOOR F.G. F.G.=4T <br />� f <br />CM.U. <br />GM14. PIER tivE Z TIvB f i <br />nPI£IQ LA" <br />— — _ FNiSI4 r-LOOR /✓ <br />/f:N,614 FLOOR e. _ <br />tiv8 ,EFT ELEVAI ON <br />REAR ELEVATION <br />SCALE: i/8' a i'-0° <br />3' 6' 3' <br />12' <br />OUTRIGGER DETAiL <br />e <br />-SCALE: 1AS' - 1'-0' <br />INTERIOR <br />VOLUME <br />C.EILI <br />12 <br />L <br />6 <br />GRADE LiNE <br />KEYSTONE <br />RIDGE VENT <br />y <br />12 <br />1Ixfa FASCIA <br />111l/ DRIP EDCSE <br />MINNIE <br />�i ■� �• �� �� <br />-- C)j d <br />DOOM (TYPICAL; <br />N OPENNG <br />011 MN10111111111�� <br />V1� <br />SCALE: 114' = 1'-0' <br />TYP- 4T <br />,SIDES <br />00 <br />4 <br />TYI�. AT WIP <br />CTYPIG,41,.) <br />1...._..1J Y,ri,I i �+i <br />NOTE. <br />ALL OVER-}ANCxS ARE To SE 12' W/ THE <br />EXEPTIOI OP EYE51ROWS UJHICI4 ARE TO <br />WAVE A i6' 0VMP44AT3 Wr AN 0VERI"4ANGx <br />Or- 12' ON T+4E GABLE A13OVE EYE15ROWS. <br />_I ROOF I VENTSGNr=DULE ✓ <br />VerifS with C-4eneral Contractor all roof vent locations, <br />quantities, and sizes. Roof vents shall be installed <br />for a minimum of vented area as Iisted below - <br />Off ridge vents or <br />equal system (sq. in.) <br />Soffit Vent <br />(sq- in.J <br />RV i <br />lst �oevel <br />392 <br />392 <br />RV 2 <br />52 <br />52 <br />Roof <br />[� SAMUEL A. CzFMIENSEF?�G, PE. 0054245 <br />[I THUY H. i-IUYNI-l•, P.E. %0122 <br />0 IRWIN J. BENSON, P.E. '"49-T56 <br />fl ALI ASSAS HAKIM, P.E. m5t,-ra& <br />TO T+E BEST OF Tl E EW5tER'S l4 ABXE AND BEZ, Tr E <br />STRUCilRX FLW AND SPECACAT10146 COM Y WITI4 TI-E <br />FLOR DA MOW: CODE, SECTfON ib>ab FOR W MPR 3 SEGM <br />W, Eke' M V iillND ZOW (zW EDITM. <br />TWIS DR4l7NCx AND DESIGN IS YA IP FOR V MW% AFTER TW <br />DATE 6 SOW AND SFALEi3 <br />600 AND SUM FOR TW MrAul k FORnON CF N16 <br />DRI1l W4 M <br />6V <br />�dk <br />E <br />i <br />01 <br />�8b6 <br />Kn 7 <br />U <br />Z <br />x <br />0 <br />mod' <br />E <br />1 l t <br />ffi <br />�� <br />oU <br />C,9 <br />F <br />x3 <br />i <br />!� [In <br />L M2 en <br />Ls <br />n <br />1 <br />CP <br />a <br />Ep <br />0 <br />a <br />-A I <br />�Y}r3 <br />O <br />fl <br />jy <br />