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ToPSP�IGE- <br />o�� <br />Vou <br />R,xTa- L E ^qF4 S r i Li `3T gE <br />49T LEAST Eti1-O' LOt. �`'t1rP} <br />5C�Ti on SPL I G E, <br />c►/E (Z sTU P <br />TYPICAL TOP BEARING PLATE SPLICE <br />SHEAR PANEL: <br />Consists of CDX plywood or better nailed w/ 8d common nails, at <br />3" o.c. edges and 4" c.o. field also, glue when possible. All other <br />plywood between shear panels to be nailed w/ 8d common nails 4" o.c. <br />edges and 8" o.c. field. All plywood edges (in shear panel areas) <br />supported by 2" x _ shear panel ends w/ (2) Simpson "CMST" straps <br />(or equal), nailed to each stud top and bottom. <br />Qoo F FaM i <br />SCALE N.T.S. <br />���l.E�'oP PLATE <br />�E �I of S�IF�va� <br />(2� i/.dcoMMo►.l <br />TOP AnlD ecrfor1 <br />all <br />Pi.O'f�.�.u-STu aS <br />L <br />OOL-P VOMj P()( 101' <br />G�Z o LT ALT 3 '' 0 x <o' POLL L L I �J <br />.A , V.+Ac)lz 6 oz EQUAL' "1`(P. bdro <br />S I DES. <br />TYPICAL SHEARWALL PANEL <br />V�11� Doan! 51 U• <br />TYPICAL WINDOW SECTI <br />HEADER SCHEDULE <br />OPENING SIZE <br />READMItS SIZE <br />UP TO3'-4" <br />2-2"X6" <br />31-5"TO5'-4" <br />2-2"X8" <br />5'-5"TO8'-6" <br />2-2"X 10" <br />8'-7"TO 12'-6" 1 <br />2-2"X 12" <br />Z, �J <br />VVu.lDow <br />0 <br />SCALE 3/4" =1' - (7' <br />SI rr Pgo ''G rfsr ST Ap <br />(02 EQ UAL I L.ED Tb <br />6 <br />z)1 � d <br />Go r1 to S -7 <br />Tv r , y t t �► <br />EJ-LP OF <br />S 0 E12 ALL xT-''i'b r11 >J I r1 U rM <br />L70U BLL BUD C'Typ). <br />TYPICAL LOAD BEARING HEADER DETAIL <br />AT EXTERIOR WALL ONLY <br />Fiberglass shingles over 30 Ibs felt over 1/2" plywood <br />sheathing or "opt" 7/16" OSB sheathing with roof <br />structure spaced no more than @ 24" o.c.. See roof <br />framing layout and connection schedule for additional <br />information.. <br />I''�(lo''FASGIA <br />Pjp1�D <br />C�-}r, �D <br />s FE aEyxno�l FaR <br />EXlr-E fZ R F Q I S 1a <br />oVC Z 15 FELT <br />c�✓E2 � " Pl.`fWOOD <br />U5E S I rl 1 <br />24' S'T'Qt�P <br />so �1>J EGTI �oTi-I <br />I- o F 0 R ti,J D <br />Wb, LLTO 6k�JD <br />5pel-&rl <br />ti01rE ; <br />ExTE�p FLYwoov <br />S�1E.c�''ro <br />bol-To r42D F E4+..ID <br />x <br />o LTs e, 21 "o.G . <br />(TYP) <br />z�Dj� _: G <br />�► I L1 e- 38 <br />�FO¢je <br />i <br />Go ►JECTaR <br />'/z'' G2�w� OVER <br />2,'' x _ STU D5 6 1 4-o" <br />O,G. C>,/EZ 12-1310SUL. <br />�PLYwoo D FLooR <br />L Eo,T-0 I I`�' o e 2- S Ef- <br />'1 Yo <br />FLOO� FG��' L. I,...J o � <br />F D <br />�a►.1L�WD.U- Cf, ILi'V, <br />" P2YW NU .. OV A <br />'X_ 'C:�-ruDs C8 Ico'' <br />a, C' oVEZ iZ -13 1►-JsUL, <br />S1 r'I F50j "SP2"TOP PLATE- <br />i r ♦ ,,-r- <br />w -Z A*1- H <br />F <br />O � . • w <br />O <br />8 <br />d <br />N <br />i <br />J <br />d <br />0 <br />LL <br />4" C.O t5L1�$ <br />oZ OPT 60 x Co x 10 x I O W W. r1, <br />OVEN. C.o rl 1 L- ��r� eSaRQI ER <br />o ►� wj D <br />TYPICAL WALL SECTION <br />REVISIONS <br />NO.1 DATE DESCRIPTION <br />� pd <br />w V ` o <br />M C C _U <br />6o <br />E <br />a <br />o <br />w <br />a� E <br />an W <br />GOD <br />�oo <br />°1. <br />3 ,) <br />C .v •G <br />a <br />0 <br />0c 1 <br />CL o ao <br />N �"� C0,04 <br />° <br />a o <br />W C V N¢ M <br />- N c as cc <br />>aiW°0 <br />>8 ��-° <br />�z�,W-jU- <br />0 N -, = ti <br />Q U Q <br />o� aE <br />U-aL «t <br />O O E U 2 o M <br />� 0 3 w¢ > <br />c �E,c c� <br />t <br />E r"6 wo 0M <br />� � L <br />2m6 6 �C9 <br />N� <br />o � 00 <br />U -0 o aH <br />C -E ~ 0 <br />W cr <br />.j W <br />Q W <br />F— Q <br />W <br />in 2 <br />t» j r <br />Q Q <br />D D <br />F-- F— <br />U � <br />D <br />M <br />F- <br />CD <br />JOB NO. <br />MASTER <br />DATE <br />JULY 1, 2015 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />�., <br />LIZ <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE 3/4" =1' - 0" <br />S-6 <br />