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<br /> g�,2 ALL EXTERfOR SNEAR WALLS 6x6 POST 6x6 POST
<br /> SNALL BE P6TN U.N,O CAP:ACE6 6x6 POST CAP:ACE6
<br /> CAP:AG6 RQOF TRElSSES STUD WALL.
<br /> � 24" O.G MEIGHT THIS
<br /> LEVE�:9'-1"
<br /> ABOVE 1 ST FLR
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<br /> UPPER FLCOOR FR/'�MING PLAN �OTED. �
<br /> 3J� +�� � UPPER FLOOR SHEAR WALLS 35�� � & LOWER FLOO[� SHEAR WALLS ALL EXTERIOR =
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<br /> SHFARWALL NOTES FL04R FR. AMfNG N � TES � � � 3
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<br /> P6 SHEAR WALL TYPE � SEE 14/S1.1 FOR NAIIlNG $F STRUCTtJRAi. FASCIA (2x4) U.N.O. NANGERS lNDfCATED ARE SIMPSON STRONG—TIE SEE SHEETS S9.0, & S9.T F�R TYPICAL WOOD i■� •� i Z
<br /> FRAMING DETAILS. � ; �
<br /> SHEAR WALL WITH FORCE TRANSFER FB F'LUSN BEAM FLOOR SHEATHING SHALL BE AS INDlCATED ON
<br /> �6 SHEET S1.0. FLOOR FRAMING — 11� TJI 210 � 16" OC �' W O
<br /> ARQUND WINDOWS. SEE 8/S].2 FOR � � �
<br /> DETAILS. HDR HEADER UNLESS NOi�D OTHERWISE. SEE FRAA�ING PLAN
<br /> - SEE DETAIL 10/59.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACING. —
<br /> HD HOLDOWN TYPE — SEE 10/S1.2 FQR SCHEDULE GT G(RDER TRUSS DETAIL. TR{M STUD REQUIREMENTS GREATER THAN �� �
<br /> a�^ PER 10/S9.0 ARE 5HQWN pN PLAN. PLUMBI�lG, MECHANICAL AND ELECTR(GAL t^
<br /> GLB GLU—LANIINATED BEAM SYSTEMS SHALL BE DESlGNED AND BUtLT TO v+
<br /> . SHEAR WALL— INDICATES EXTENT 0� SHEAR WALL PROVIDE MIN (2) STi1DS AT BEAM AND GiRDER ACCOMMODATE 1/4" PER FLOOR WOOD c,
<br /> � Q POST SIZE & NUMBER OF BllNDLED STUDS TRUSS BEARINGS, U.N.O. SHRINKAGE. o
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<br /> WHERE SHEAR WALLS REQUIRE PLYWOODA IT SHALL BE APPLIED TO SlDE OF ��
<br /> STtjD WALL SHOWN AND SHALL CONTINUE A80VE AND BENEATi-I OPENiNGS. �
<br /> �
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUlRE 3 x 4 S1UDS. SEE SHEAR M
<br /> WAL� TABLE SNEET S1.1. o Job No.: 14-38
<br /> SHEAR WALLS CALLED OUi" ON THE PLANS SHALL EXTEND TO 7HE � Sheet No.:
<br /> � PERIMETER FOUNDA7IQN WALL o
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