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<br /> 2645�A UPPER FLOOR SHEAR WALLS 2��5—/� UPPER FLOOR FRAMING PLAN �� �
<br /> & LOWER FLOOR SHEAR WALLS >,
<br /> 7 w � w � �
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<br /> TRUSS SPACING: 24" O.C. - TYPICAL L E G E N D p� 'y � o �
<br /> P6 SHEAR WALL TYPE -- SEE 14/S1.1 FOR NAI�ING FB ��.USH BEAM SF STRUCTtJRAI. FASCIA {2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRONG-TfE SEE SHEETS 59.0, & S9.1 FOR TYPICAL. WOOD i� � L Z �
<br /> HDR HEAQER FRAMiNG DETAILS. � � ; � ,
<br /> P6 SHEAR WALL WITH FOREE TRANSFER FB FLUSN B�AM FL�OR SHEATHING SMALL 8E AS INDfGATED ON
<br /> . AROUND WtNDOWS. SEE $/S1.2 FOR GLB GLU-LAMINATED BEAM R00� TRUSSES SHEET S1.0. FLOOR FRAMING - 11� TJt 210 C� 16" OC � � W �
<br /> DETAfLS. NDR HEAQER UNLESS NOTE� OTHERIMS�. SEE FRAMING PLAN � _ �
<br /> GT GIRDER TRUSS SEE DE'TAI1. 10/S9.0 FOR TYPICAL HEAD�R AT WAL� FOR EXACT LAYOUT & SPACING. � 0
<br /> HD HOLDOWN TYPE - SEE 10/51.2 FOR SCNEpULE SF STRUCTURAL FASCfA 2x4 U.N.O. STICK FRAMING GT GIRQER TRUSS DETAIL. TRIM STUD REQUIREM�NTS GREATER THAN a
<br /> �— � ) PER 1 f}/S9.0 ARE SHOWN ON PLAN. PLUMBlNG, MECHANICAL AND ELECTRICAL :� �
<br /> SEE DETAIL 10fS9.0 FOR TYP(CAL NEADER AT WALL DETAlL TR[M � • OVERFRAMING GLB GLU-LAMI�JATED BEAM SYSTEMS SHALL BE DESIGNED ANQ BUILT TO .
<br /> SHEAR WALL- IND(CATES EXTENT OF SHEAR WALL STUD REQUIREM�NTS GREATER THAN PER 10/S9.0 ARE SHOWfV ON PLAN. = •' SE� NOTE TO LE�T PR4VIDE MfN (2) .STUDS AT BEAM AND GIRDER ACCOMMODATE 9/4" PER FLOOR WOOD �
<br /> � X� POST SIZE 8c NtJMBER �F BUNDLED STUDS 7RUSS BEARtNGS, U.N.O. SHRINKAGE. �
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<br /> � STUD WALt SHOWN AND SHALL CONTINU� ABOYE AND BENEATFt OPENINGS '�--" N �
<br /> SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. POST SIZE AND NUMB�R OF �n
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<br /> SOME PLYWOQD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR SEE SHEETS S9.0 AND 59.1. FOR TYPICAL WQOD FRAMING DETALS. � Q BUNDLED STIJDS. � "
<br /> WALL TABLE SHEET S1.i. N •
<br /> o Job Na: 14-38
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<br /> U.N.O.
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